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05-2115 (OFC)4 P.O. BOX 1504 ^' VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 7/13/06 Application Number: 05-00002115 Owner: Property Address: 43576 WASHINGTON ST JACK ENTIN - ENTIN FAMILY TRUS APN: 609-070-028-25 -000000- 9332 STOCKTON RD. Application description: NEW COMML - OFFICE/BANK MOORPARK, CA 93021 Property Zoning: COMMUNITY COMMERCIAL (805) 523-9335 Application valuation: 1151373 Contractor: Q Applicant: Architect or Engineer: MARVEST D 42208 WASHINGTON STREET INDIO, CA 92203 2006 (760)360-7061 JUL 2 5 - Lic. No.: 876299 A CITY pp LA QUINTA -9., 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 nd Professionals Code, and my License is in full force and effect. License Class: BJ Licen o.( 876299 1-11 ate: Contractor: OWR-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 70001 of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 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 Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT 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 STATE FUND Policy Number 184615506 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 sh uld become subject to the workers' con, pensation provisions of Section 3700 of the or Co e, I shall fo t wi comply w't those { rovisions. te: 2.'! ' Applicant: /� WARNING: FAILURE TO SECURE WORKER ' OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, nd hereby a hor, zz ,representatives ofof t� my to nter up o a above-mentioned property,' for inspe✓' p oses.. te:ygnature (Applicant or Agent): li e Application Number . . . : . 05-00002115 Permit BUILDING PERMIT. Additional desc . . Permit Fee . . . . 3843.50 Plan Check Fee 2498.28 Issue Date Valuation . . . 1151373 Expiration Date 1/09/07 Qty Unit Charge Per Extension . BASE FEE 3539.50 152.00 2.0000 THOU BLDG 1,000,001 - UP 304.00 Permit MECHANICAL Additional desc . Permit Fee . . . . 100.00 Plan Check Fee 25.00 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/09/07 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 9.0000 EA MECH FURNACE <=100K 36.00 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 2.00 ---------------------------------------------------------------------------- 6.5000 EA MECH VENT FAN 13.00 Permit . . . ELEC-NEW COMMERCIAL Additional desc . . Permit Fee . . . . 483.80 Plan Check Fee 120.95 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/09/07 Qty Unit Charge Per Extension BASE FEE 15.00 23440.00 --------------------------------------------------------------- .0200 ELEC GARAGE OR NON-RESIDENTIAL ------------- 468.80 Permit PLUMBING Additional desc . Permit.Fee . . . . 256.50 Plan Check Fee 64.13 Issue Date . . . . Valuation 0 Expiration Date . . 1/09/07 Qty Unit Charge Per Extension BASE FEE 15.00 25.00 6.0000 EA PLB FIXTURE 150.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 7.00 6.0000 EA PLB ROOF DRAIN 42.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 LQPERMIT Application Number . . . . . 05-00002115 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 ---------------------------------------------------------------------------- 15.0000 EA PLB OTHER BACKFLOW >2 INCH 15.00 Permit . . . Additional desc . . Perrrii L Fee . . . . Issue Date . . . . Expiration Date . . GRADING PERMIT 15,00 P1Rn rhark FPP. . . .00 Valuation . . . . 0 1/09/07 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments COMMERCIAL- 2 STORY "SHELL" OFFICE BUILDING. TYPE V -N CONSTRUCTION.2001 CODES. (ALLOWABLE AREA CREDIT FOR MULTIPLE STORY BUILDING AND FIRE SPRINKLER SYSTEMS. 8,000 SF X 2 X 2 = 32,000 SF MAX ALLOWABLE AREA) **PERMIT EXCLUDES TEMP POWER, BLOCK WALLS, CARPORTS, WATER FEATURE & SITE LIGHTING** ----------------------------------- ----------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 249.83 ART .IN PUBLIC PLACES -COM 5736.86 DIF CIVIC CENTER - COMM 1265.76 ENERGY REVIEW FEE 249.83 DIF FIRE PROTECTION -COMM 1359.52 STRONG MOTION (SMI) - COM 241.78 DIF STREET MAINT FAC -COMM 656.32' DIF TRANSPORTATION - COMM 49599.04 Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total LQPERMIT Charged Paid 4698.80 201.72 2708.36 2498.28 59358.94 .00 66766.10 2700.00 Credited Due .00 4497.08 .00 210.08 .00 59358.94 .00 64066.10 Building ,,,�35 76 Address Owner -r-, , , whinny �3Z Address & Classif. I Lic. # P.O. BOX 1504 APPLICATIO O �Y 8-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING: TYPES CONST. OCC. GRP A.P. Number ``^��✓✓��� � Legal Description Project Description v rew iN �F Sq. F. ' 1&-0 No. No. Dw. Size / ! Stories Units Ne Add ❑ Alter ❑ Repair ❑ Demolition ❑ LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do 0i,,,e work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- ns Code: The Contractor's License Law does not apply to an owner of property who builds improves thereon and who does such work himself or through his own employees, provided at such improvements are not intended or offered for sale. If, however, the building or im- ovement is sold within one year or completion, the owner -builder will have the burden of roving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason 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'COMPENSATIONINSURANCE (This action need not be completed if the permit is for one hundred dollars ($100) valuation or le I ertify that in the performance of the work for which this permit is issued, I shall not am] m y any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Estimated Valuation PERMIT AMOUNT o Plan Chk. Dep. O`er Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure �,f J 'JUN TOTAL REMARKS ZONE: BY: Minimum Setback Distances. ' •� Front Setb(dk fpom Center Line dRear Setbaro ear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FNANCE Order No. Escrow No. Loan No. WHEN RECORDED MAIL TO: Jack J. Entin 9332 Stockton Road Moorpark, CA 93021 DOCUMENTARY TRANSFER TAX S.lJ.Q..GQ�►d� C�k. ate....... ..... Computed on the consideration or value of property conveyed, OR .....Computed on the consideration or value less liens or encumbrances remaining at time of sale. DOC a 2004-1001432 12/17/2004 Ec8:00A Fee:42.00 Page I of 6 Recorded in Cfficial Records County of Riverside Gary L. Orso Assessor, County Clerk $ Recorder 111111 )11111 111111 IIII (11 Illlllll 11111 Ill 11111 Illl 1111 ' I i i I i A R L COPY 1090 REFUND NCHO EXAM SPACE ABOVE THIS LINE FOR RECORDER'S ust Signature of Dedarant or Agent determlming tax — Firm Name 1 v GRANT DEED INST9';0`1 a, r" ��",Ta:7FPByOLc itiEPUEu�'' (L;. Y rs.: •+ h'^i i:,.:1� ATIOh ONLY!! SUFFICiEkC: is-. "NON THE FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, TITLE TO THE r�a LLF&-YONDESCRIBFI) Jack J. Entin, Trustee and Penny D. Entin, Trustee of the Entin Family Living Trust dated October 23, 1999 hereby GRANT(s) to Jack J. Entin, Trustee and Penny D. Entin, Trustee of the Entin Family Living Trust dated October 23, 1999 the real property in the City of La Quinta County of Riverside , State of California, described as EXHIBIT "A" AND EXHIBIT "B" ATTACHED TO AND MADE A PART HE�F. THIS DEED REFLECTS PARCEL MERGER NO. , AS APPROVED BY THE CITY F LQ QUINTA. Dated 10io6ia00y `� �� \ a STATE OF CAL FORNIA ) COUNTY OF �j� ;ss. On Ocrrbv+ '6, aal/ before me, 44,z AtAd a4 -c,. .� tiofc.ty • O personally appeared lke4 & 4Z,&�, r jA&41f& D. %u&,tp e (or pro to me on the basis of satisfactory evidence) to be the persowhose nameCp i<ark subscribed to the within Instrume t and acknowle ged to me 1 atpejg%he a executed the same in �aulhorized capacit ies and ihat'byt�r� slgna- tur ) on them rument the per (s or the entity upon behalf of whl the persorsacted. executed the tniment. WITNESS my hand ofll I seal, Signature �.--- MAIL TAX STATEMENTS TO: Jack J. Entin 1 _INcn':IiTC-Pc:'0RP 88yOLD 9332 Stockton Road HEPiI ONO' F i }Ei3� pA!Tl Moorpark, CA 93021 -ON THE Ja k'J. r ntin, Trustee ofEnti� Ily Living Trust ated O_c_to6er 23, 199919. Penny D.,fntln, Trustee of the Entin Family Living Trust Dated October 23, 1999 'MP3-Tj7G Gf,�as�liiry�v7�. E141C DAVID CHEN CorPYnitittion N 1981 Mis Vankm COW* &NFA�rnJEWbA �j WWV (This area for official notarial seal) j*ERIC DAVID 0*N C01nirAwk)1 IY 1388194 vwtw courtly .*CWMEN*WD9C662W6 Government Code 27361.7 I certify under penalty of perjury that the notary sea[ On the document to which this statement is attached reads as foaows. Name of notary: ° C�r Commission no. ___ 1?i3 37 m Date commission agires. n e r. 6, 2 Xfv County: n r By. (tur Date: 16,0 CITY OF LA QUINTA - CERTIFICATE OF PARCEL MERGER EXHIBIT "A" PARCEL MERGER NO. 2004-464 RECORD OWNERS: EXISTING PARCELS ASSESSOR PARCEL NUMBERS JACK J. ENTIN, TRUSTEE & PENNY D. ENTIN, TRUSTEE 609-070-028 & 029 LEGAL DESCRIPTION OF MERGED PARCEL THAT PORTION OF THE SOUTH HALF OF SECTION 18, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, ALL BEING IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING THE INTERSECTION OF THE CENTERLINE OF FRED WARING DRIVE AND WASHINGTON STREET; THENCE NORTH 00011'07" EAST A DISTANCE OF 1,004.40 FEET ALONG THE WESTERLY LINE OF SAID SECTION 18; THENCE LEAVING SAID SECTION LINE, NORTH 89028'40" EAST A DISTANCE OF 55.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 55.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID SECTION 18, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID PARALLEL LINE, NORTH 00011'07" EAST A DISTANCE OF 293.00 FEET TO SOUTHWEST CORNER OF LOT "H", AS SHOWN ON PARCEL MAP NO. 27131, ON FILE IN BOOK 184, PAGES 87 THROUGH 91, INCLUSIVE, OF PARCEL MAPS; THENCE LEAVING SAID PARALLEL LINE, EASTERLY AND SOUTHERLY ALONG THE SOUTHERLY AND SOUTHWESTERLY LINES OF PARCEL 4 OF SXD PARCEL MAP NO. 27131, THROUGH THE FOLLOWING COURSES: THENCE NORTH 89°28'40" EAST A DISTANCE OF 245.00 FEET; THENCE SOUTH 00011'08" WEST A DISTANCE OF 97.73 FEET; THENCE NORTH 89°28'40" EAST A DISTANCE OF 40.02 FEET; PAGE 1 OF 2 THENCE SOUTH 00011'20" WEST A DISTANCE OF 195.27 FEET; THENCE LEAVING SAID SOUTHWESTERLY LINE, SOUTH 890284C" WEST A DISTANCE OF 285.01 FEET TO THE POINT OF BEGINNING. SUBJECT TO EXISTING EASEMENTS AND RIGHTS OF WAY OF RECORD. CONTAINING: 79,592 SQUARE FEET OR 1.827 ACRES, MORE OR LESS. LAND v CH LES R. HA RIS �1 REG. EXP JZ i n_ NO. 4M PAGE 2OF2 4 ' :CITY OF LA QUINTA - CERTIFICATE OF PARCEL MERGER EXHIBIT •B' PARCEL MERGER NO, 2004-464 II I EX. 20' SIDEWALK/LANDSCAPE ESMT. PER P.M,B. 184/87-91 I I EX. R/W PER N'LY LINE SW 1/4, SW 1/4. I ( -- P.M.B. 184/87- 91- SEC. 18 PER P.M.B. 184/8:-91 �j II -- ------- ---------------- APH 809-050-001 J N 89'28'40" E 245.00' I ! I L1 N 00'11'07" E 004.40' L2 N 89'28'4D` E I I Pal CEL 2 I APM (109-0770-028 II J 15' R/W DEEDED TO RIV. LLJ I J CO., PER INST. NO. 188596, IW I I - REC. 9/6/78, O.R. PARCEL •A• L4 �_7 � to F- I 79,594 SQ. FT. I `~ 1.827 AC. Z O W I� J --------- ` — PARCEL UNE TO o BE REMOVED c i Z W 55 U I f L2 - I fI.D. C/L ___------------ N 89'28 40 E 285.01' APb (309=07I10=0477 LINE DATA NUMBERI DIRECTION DISTANCE L1 N 00'11'07" E 004.40' L2 N 89'28'4D` E E55.00' L3 N 0011'08' E 97.73' 1 L4 N 89'28'40" E 40.02' -1EC/L FRED WARING DRIVE 1 60' Z I. CENTERLINE OF AN CASEMENT, WIDTH UNKNOWN, FOR POWER LINE AND INCIDENTAL PURPOSES IN FAVOR OF IMPERIAL IRRIGATION DISTRICT, PER INST. NO. 18879, REC. 3/14/58, O.R. CERTIFICATION Under the provisions of Government Code 27361.71 1 certify uhder the penalty of perjury that the following Is a true copy of illegible wording found in the attached document. Print or Type the page humber(s} and Wording below) DATE: 1 %' f l'1 / O SIGNATURE: Q� Tract # Study Area Type Commercial No. of Units 1 Lot # No. Street S.F. Unit 1 43576 Washington Street 23440 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.42 X 23,440 S.F. or $9,844.80 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Bank of America - Jack Entin Check No. 414343806 Name on the check Telephone 818.324.5449 Funding Commercial By Dr. Doris Wilson Superintendent Fee collected /exempted by Sh On eGily y Payment Recd $9,844.80 _ o. ver1Uniier; Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will7tnotify you that the 90 -day approval period in which you may protest the fees o r other payment identified above Will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the DistdctCs) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy -Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE v�'rFDs� Desert Sands Unified School District �'° o �_ yo 47950 Dune Palms Road BERMUDA DUNES O Date 5/17/06 La Quinta, CA 92253 RANCHO MIRAGE l� Y INDIAN WELLS �. No. 28478 (760) 771-8515 PALM DESERT d.� LA QUINTA �y U�-'QINDIO y7ti Owner Entin Family Living Trust APN # 609-070-028,029 Address 9332 Stockton Rd Jurisdiction La Quinta City Moorpark Zip 93021 Permit # Tract # Study Area Type Commercial No. of Units 1 Lot # No. Street S.F. Unit 1 43576 Washington Street 23440 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.42 X 23,440 S.F. or $9,844.80 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Bank of America - Jack Entin Check No. 414343806 Name on the check Telephone 818.324.5449 Funding Commercial By Dr. Doris Wilson Superintendent Fee collected /exempted by Sh On eGily y Payment Recd $9,844.80 _ o. ver1Uniier; Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will7tnotify you that the 90 -day approval period in which you may protest the fees o r other payment identified above Will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the DistdctCs) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy -Applicant/Receipt Copy - Accounting T d -f 4 4 QUA& P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 November 18, 2005 Mr. Albert Barcelo WARE MALCOMB 10 Edelman Irvine, CA 92618 BUILDING & SAFETY DEPARTMENT RE: Plan Review Extension Request — 43576 Washington Street Dear Mr. Barcelo: (760)777-7012 FAX (760) 777-7011 f have received your fax dated 11/18/05, requesting a time extension for the Plan Review of the office shell building proposed to be built at the above address under Application #05-2115. Plan review status: Original application date: 5/31/05 180 -day expiration date: 11/28/05 180 -day extension date: 5/30/06 Under the provisions of California Building Code Section 107.4, your request is hereby granted. Because the Building Code specifies that "no application shall be extended more than once," please be advised that unless a building permit for this project is issued on or before Tuesday, May 30, 2006, your application will expire automatically. Greg Butler Building & Safety Manager 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: L Developer: Tract No.; Tract Name: Lot No. (s): Address(s).: 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 APPLICABLE) AND #6 BELOW ❖ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1 #2 #3 AND #5 BELOW �.)ffi�ALLS- PROVIDE �ITEM��#7ELOW ❖ SIGNS: PROVIDE ITEMS #8 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of. +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please. withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance. 3: Attach recorded final map showing proposed building locations are legal lots. 4. 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. 5. Attach an approved precise grading plan for the building location(s). AO flood zone developments will require an approved flood plain development plan. Attach an approved rough grading plan for the building location s). ttach wall plan & related approved grading plan. Ck_ � "?c_ N/ D(00% 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 the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant _ my findings the ab ve proj maybe released for building permit issuance. Recommended by: Dated:% (a, Public Works Distribution: ( (,�Green Sheet to Building & Safety counter (_) Green Sheet to Community Development Declined for approval for reason(s) as follow(s), please correct and resubmit: ru TH t f y March 6, 2007 Zahra Kharrazi, Project Manager Ware Malcomb Architects 18111 Von Karman Avenue - Suite -600 Irvine, CA 92612 SUBJECT: Medical Office Use - SDP 2004-814; 43576 Washington Street Dear Ms. Kharrazi: I have reviewed th.e information you provided, requesting allowance of 3,000 s.f. of medical office use in the subject building. As you are aware, the original approval under the site development permit conditioned the entire building as general office use. Based on the final s.f. of 23,440 (as per BP #05-00002115 issued 7/25/06), total required parking for the building with the 3,000 s.f. medical use incorporated would be 98 spaces; there are 98 on site. Therefore,. we can approve up to 3,000 s.f. of building space to be devoted to medical office. Tenant improvement plans will be required to be submitted to the Building and Safety Depar-ment for review and permitting, along with a copy of this letter. If you have any further questions, please contact me at 760-77-A'-7069, or via e- mail at wnesbit@la-quinta.org. Very truly yours, Wallace Nesbit Principal Planner Encl. WN/wn c: 'V/Building and Safety Department Planning Manager P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1E04 78-495 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 John R. Hawkins Fire Chief - ' Proudly serving the unincorporated areas of Riverside County and the Cities of- Banning f Banning •P Beaumont Calimesa Canyon Lake Coachella . b Desert Hot Springs Indian Wells Indio Lake Elsinore 0 La Quinta Moreno Valley Palm Desert Perris ro Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (951) 940.6900 •. Fax (951) 940.6910 Date I Z L 1 1 Ld a�4 1 h+d Building Department j RE LJ �d' S�YIQ C SYIQ 1 jo ��. 1 The Riverside County Fire Department is granting the fire clearance for the following inrnoiinn 112 If -71- 1 A t of Ie; n_..4'n 1,-1 Please call' if you should have questions. 760=863-8886 Respectfully, Jaso Stubble Fire Systems Inspector Sladden Engineering 6782 Stanton Ava., Suite A. Buena Fwk. CA 90821 (T14 82340962 Fax (714) 623.1988 38.775 (Unnd Ln.. Suits G. Palm Deaart, CA 97217 (7 ) 7'72.3890 Fax (780) 772-3698 July 14, 2006 Project No. S22-06818 06.07-712 Marvest investments 42-208 washingtott Street Bermuda Dunm Colifamis 92203 Project: I,�MZashiftngtonSfteef La Subject: Report of Observations and Testing During Rough Crading Ref. Gootedwical lnvestiviloft RgMt prepared by NOTCW i ngitreeriag dated Deceatbor 20, 2004, Project No. 11813-04 Summarized in ft report are the twits of in -plata density tests performed at the subject situ during rougb grading along with pertinent observations. The project site is boeated 43576 Wasbiogtoo Sued int the City of La WY%W California. The building pad area was overe=avated to a depth of at least 2 feet below the bottom of the footings. The excavation bottoms were scarified to a depth of 12 butum brought to the proper moisture content and compacted to a minimum of 90 percent of maximum densiy prior to the placement of compacted AU soil. The remedial grading was performed as recommended id the referenced Soils Investigation "q*K prepared by NorCal Engineering. Observations and field testing were performed front June 28, 2006 through July 14.2M. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The paoft last mults indicate oornpliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractors work. 6 d 9SOO11zOB9 'eN/6Z:51 '1S/52:51 900Z tit 1AM 8J) 183S30 W1Vd N30OVIS W081 r.. 41 My 1A, 2006 2- Project No. 52246518 0647-712 Field Teats in-place moisture/density tests were performed using a nuclear demity gauge in accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 17 deasky tests were performed. Tho best results are summarized on the attached data sheets. Labohatory Teats The moisture -density relationships for the tested materials were detaenincd in the laboratory in accordance with test method A91M D 1567.91. Allowable Bearing Ptrasarea Poodngs should extend at least 18 inches beneath lowest adjacent grade. isolated square or recttutgular foctings at least 2 feed square and continuous fu0tings at least 12 inches wide may be designed using an allowable bearing value of 2000 pounds per square foot Allowable inch of 200 psf for each additional I toot of width wd 200 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing poesssure should be 3000 psL The ailowablu twaring pvAw uzm ars For dead and hvquentiy applied live loads and may be increased by 1/3 to mist wind, selsWc or other transient loadit►g. The bearing soils are non -expansive and fall within the "vay low' expaosior category in ==dwm with Uniform Building Code (UDC) classification criteria If there are any questions regarding this report or the tasting etttetmarized herelm please contact the undersigned. lte9pectiully submitted MADDEN ENGINBEMG Brett L. Andersiin Principal Engineer Grsdi ng/lh Copies 4/14arvestinvesbnents SfrtdtddeesBngineerinr 01 d 9StrOLL1O89 '0N1W S! '1S/St: S i 9001 t' 1 1OP (181) 183534 W1Vd N30OV1S WOHJ TEST RESULTS PROJECT NAME: 43-576 Washington Suva - La Quints Business Park P1I =C r NO: 522-06518 LOCATION: La Quints. California R1I RT NO: 06-07.712 Test No. Duo Tested Location FAmdon Dry Density % Moisture Relative Maximum Tn Place I In Plste I Comonction Density 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 06-28-06 06-28-06 06-28-06 06-28-06 06-29-06 06-29-06 06-29-06 06-29-06 06-30-06 06-30-06 07-11-06 07-11-06 07-14-06 07-14.06 07-14-06 07-14-06 07-14-06 Building Pad Per Plan Per Plan Per Plan Per Plan Pcr Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan BPG - Below Pad Grade PG - Pad Grade I 8.0 BPG 6.0 BPG 7.0 BPG 5.0 APG 4.0 BPG 2.0 BPG 4.0 BPG 2.0 BPG 5.0 BPG 3.0 BPG 1.0 BPG 1.0 BPG PG PG PG PG PG DA'L'E: July 14.2006 II d ocbnil7.nQo'ON/b7'CI'IQ/C7'CI onn7 bI 1nPIIUJ� 99.1 1093 108.4 105.2 109.3 110.3 110.9 111.0 110.1 110.8 110.2 111.1 110.5 111.0 108.5 110.6 108.6 11.4 83 11.1 12.7 7.4 12.6 12.2 8.3 7.4 6.8 5.8 6.0 5.8 -5.2 4.9 5.4 5.0 90 99 98 96 98 99 99 99 99 99 98 9.9 99 99 97 99 97 110.0 110.0 110.0 110.0 112.0 112.0 112.0 1.12.0 112.0 112.0 112.0 112.0 1112.0 112.0 112-0 112.0 112.0 I vioin W -IW J uinnuI(% hi nu John R. Hawkins Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of: Banning 4. Beaumont .; Calimesa 4. Canyon Lake 4. Coachella Desert Hot Springs 4. Indian Wells 4. Indio 4. Lake Elsinore 4. La Quinta 4 - Moreno Valley -P.- Palm Desert Perris 4. Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, Califomia 92570 • (909) 940-6900 • Fax (909) 940-6910 January 2, 2007 Shasta Fire Protection 3584 La Campana Way Palm Springs, CA 92262 Re: Fire Sprinkler Plan Review LAQ-05-BP-053 / La Quinta Business Center at 43576 Washington, L3 Quinta The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) Permanently marked identification signs shall be attached to all control valves. 3) A sign shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 4) Provide for 24 hour monitoring of the sprinkler alarm system. 5) The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: a) Overhead: All piping must be visible and 200 psi hydrostatic for 2 hours. (Verify with field inspector for hydro variance.) Ceiling panels must not be in place. ;NFPA 13, Sec. 10-2.2.1, Exception No. 4) b) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. EMERGENCY SERVICES DIVISION • PLANNING SECTION . INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax ( 060) 863-7072 All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Tracy Hobday Chief Fire Department Planner By may. Sonia Cooley Fire Safety Specialist EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 . (760) 863-8886 . Fax (760) 863-7072 KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach CA 92660 (949) 263-1308 FAX(949)263-1310 STRUCTURAL OBSERVATION REPORT FORM THIS REPORT INCLUDES ALL CONSTRUCTION WORK THROUGH 24`h DAY OF August . 2006 KLT Project Name: La Quinta Business Center KLT Project # 04114 REPORT NO. PAGE NO. 1 OF 1 PROJECT ADDRESS STRUCTURAL OBSERVER STRUC. OBS. PHONE NO. 43576 Washington St., La Quinta, CA Francis Kam -Yuen Lo (949) 263:r 1308 OWNER LIC. / REGISTRATION NO. BUILDING PERMIT NO. La Quinta Business Center, LLC CALIF. SE 3040 05-2115 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONDITIONS LOCATION AND P❑2TIONS OF BLDG. DATE 0 -FOUNDATION ❑-WALL ❑-FRAMES ❑-FLOOR ❑-FOOTINGS, SLAB, & STEM WALLS ❑-CONCRETE ❑-STEEL MOMENT -SPECIAL ❑-CONCRETE ❑-PRESTRESSED CONCRETE SLABS 0 -MASONRY ❑-STEEL MOMENT -ORDINARY ❑-STEEL DECK ❑-CAISSONS, PILES, GRADE BEAMS ❑-WOOD ❑-STEEL BRACED ❑-WOOD 0 -HILLSIDE BLDGS-SPECIAL FOUNDATION ANCHORS ❑- ❑-CONCRETE DUCTILE 0 - ❑- ❑- ❑-CONCRETE-NON-DUCTILE 0 - Foundation Rebar Layout 0 - OBSERVED DEFICIENCIES: NONE I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF 1. 1 AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION. 2. I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 3. ALL DEFICIENCIES WHICH I DOCUMENTED HAVEBEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE. 4. 1 UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING AND SAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES. 5. 1 AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND SAFETY. 6. 1 HAVE PROVIDED STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE U.B.C. SIGNED 24`h OF August 2006 Newport Beach, CA DAY MONTH YEAR CITY DEFICIENCIES CONTINUED ON ATTACHED FORM (B&S 261 A) No. 3040 �. 03J31/07 C STAMP OF ENGINEER OR ARCHITECT TITLE 24 REPORT Title 24 Report for: La Quinta Buisness Center �La Quinta, C Project Designer: Ware Malcomb ►, CITY OF LA QUINTA BUILDING & SAFETY DEPS', APPROVED Report Prepared By: DH KMA CONSULTING 125 EAST BAKER STREET, SUITE 160 COSTA MESA, CA 92626 (714) 662-7355 Job Number: 05-xxx Date: 10/28/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. —his program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building ErLergy Efficiency Standards. This program developed by EnergySoft, LLC (415) 897-6400. EnergyPro 3.1 By EnergySoft Job Number: 05-xxx User Number: 4680 Zw`� - ICERTIVICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 PROJECT ADDRESS La Quinta Building Permit # PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Ware Malcomb DOCUMENTATION AUTHOR TELEPHONE Checked by/Date KMA CONSULTING 714 662-7355 1 Enforcement A enc Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 23,440 Sq.Ft. 15 BUILDING TYPE O NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION 0 NEW CONSTRUCTION ADDITION [:] ALTERATION EXISTING + ADDITION METHOD OF ENVELOPE COMPONENT ® OVERALL ENVELOPE ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope recuirements. The documentation preparer hereby certifies that the document is accurate and complete. DOCUMENTATION AUTHOR SIGNATUREDAT DH r� p The Principal Envelope Designer hereby certifies that the proposed b ilding desi esent nth' et of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and vrith any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sectio -1s 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SI A DATF I LIC. # Ware Malcomb ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:3 of 44 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME La Quinta Buisness Center Area U -Fac. Act. Azm. SHGC DATE 10/28/2005 OPAQUE SURFACES 1 Skylight 224 0.290 0 0.23 Bristolite AL-CM-WTM-MF_-obby-2Story Surface Framing # Type Type Act. Area U -Fac. Azm. Tilt Solar Gains Y/N Form 3 Reference Location / Comments 1 Roof Wood 576 0.037 0 0 X11 I R-30 Roof R.30.2x12.16 Lobb - 2 Story 2 Wall Metal 212 1 0.269 270 1 90 X11 I R-11 8" Tilt Metal Stud Wall Lobb - 2 Story 3 Wall Metal 181 0.269 270 90 X11 I R-11 8" Tilt Metal Stud Wall Lobb - 2 Story 4 Roof Wood 2,176 0.037 0 0 X11 I R-30 Roof R.30.2x12.16 Second Floor 5 Wall Metal 69 0.269 180 90 x1l I R-11 8" Tilt Metal Stud Wall Second Floor 6 Wall Metal 69 0.269 0 90 X11 I R-11 8" Tilt Metal Stud Wall Second Floor 7 Wall Metal 538 0.269 270 90 X11 I R-11 8" Tilt Metal Stud Wall Second Floor 8 Roof Wood 2,100 0.037 0 0 X11 I R-30 Roof R.30.2x12.16 Second Floor 9 Wall Metal 432 1 0.269 0 90 X11 I R-11 8" Tilt Metal Stud Wall Second Floor 10 Roof Wood 2,100 0.037 0 0 X11 I R-30 Roof R.30.2x12.16 Second Floor 11 Wall Metal 538 0.269 270 90 X I I R-11 8" Tilt Metal Stud Wall Second Floor 12 Wall Metal 432 0.269 180 90 X I I R-11 8" Tilt Metal Stud Wall Second =1oor 13 Wall Metal 631 0.269 90 90 X I I R-11 8" Tilt Metal Stud Wall Second :loor 14 Roof Wood 2,300 0.037 0 0 X I I R-30 Roof(R.30.2x12.16) Second Floor 15 Wall Metal 384 0.269 180 90 X I I R-11 8" Tilt Metal Stud Wall Second : loor 16 Roof Wood 2,300 1 0.037 0 0 X I I R-30 Roof(R.30.2x12.16) Second =1oor 17 Wall Metal 631 0.269 90 90 X R-11 8" Tilt Metal Stud Wall Second 9oor 18 Wall Metal 384 0.269 0 90 X R-11 8" Tilt Metal Stud Wall Second 9oor 19 Wall Metal 88 0.269 180 1 90 x R-11 8" Tilt Metal Stud Wall First Floor 20 Wall Metal 88 0.269 1 0 1 90 X R-11 8" Tilt Metal Stud Wall I First Floor FENESTRATION SURFACES 2.0 0.0 0.0 0.0 8 None Site Assembled Glazing Check box if Building is >=100.000 sgft of CFA and >= 10,000 sqtt vertical glazing then NFKG Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Skylight 224 0.290 0 0.23 Bristolite AL-CM-WTM-MF_-obby-2Story 2 Window 110 1.190 270 0.48 La Quinta Glazing obby - 2 Story 3 Window 141 1.190 270 0.48 La Quinta Glazing ob..:)- 2 Story 4 Skylight 224 0.290 0 0.23 Bristolite AL-CM-WTM-MF econd Floor 5 Window 141 1.190 180 0.48 La Quinta Glazing econd Floor 6 Window 141 1.190 0 0.48 La Quinta Glazing e®nd Floor 7 Window 69 1.190 270 0.48 La Quinta Glazing econd Floor 8 Window 59 1.190 270 0.48 La Quinta Glazing econd Floor 9 Window 59 1.190 270 0.48 La Quinta Glazing econd Floor 10 Window 59 1.190 270 0.48 La Quinta Glazing econd Floor 11 Window 69 1.190 0 0.48 La Quinta Glazing econd Floor 12 Window 59 1.190 0 0.48 La Quinta Glazing eoond Floor 13 Window 69 1.190 1 270 0.48 La Quinta Glazing eoond Floor 14 Window 59 1.190 270 0.48 La Quinta Glazing econd Floor 15 Window 59 1.190 270 0.48 La Quinta Glazing econd Floor EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fi■ Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. H t. 1 None 1.00 2 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 3 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 4 None 1.00 5 None 0.76 6 None 0.76 7 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 8 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 9 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 10 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 11 1 None 0.76 12 None 0.76 13 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 14 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 15 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx PageA of 44 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 =ENV -1 PROJECT NAME La Quinta Buisness Center Area U -Fac. Act. Azm. SHGC DATE 10/28/2005 OPAQUE SURFACES 16 Window 59 1.190 270 0.48 La Quinta Glazing Surface Framing # Type Type Act. Area U -Fac. Azm. Tilt Solar Gains Y/N Form 3 Reference Location I Comments 21 Wall Metal 494 0.269 270 90 X R-11 8" Tilt Metal Stud Wall First Flocr 22 Wall Metal 409 0.269 0 1 90 X R-11 8" Tilt Metal Stud Wall First Flocr 23 Wall Metal 494 0.269 270 90 X R-11 8" Tilt Metal Stud Wall First Flocr 24 Wall Metal 478 0.269 180 90 X R-11 8" Tilt Metal Stud Wall First Floor 25 Wall Metal 592 0.269 90 90 x R-11 8" Tilt Metal Stud Wall First Flocr 26 Wall Metal 421 0.269 180 90 X R-11 8" Tilt Metal Stud Wall First Floor 27 Wall Metal 592 0.269 90 90 X I R-11 8" Tilt Metal Stud Wall First Floor 28 Wall Metal 422 0.269 0 90 X R-11 8" Tilt Metal Stud Wall First Floor 0.48 La Quinta Glazing econd Floor 25 Window 59 1.190 180 0.48 La Quinta Glazing econd Floor 26 Window 59 1.190 1 180 0.48 La Quinta Glazing econd Floor 27 Window 59 1.190 90 0.48 La Quinta Glazing ec•nd Floor 28 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 29 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 30 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. Hat. Right Fin Dist. Len. H t. 16 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 17 None 0.76 FENESTRATION SURFACES 18 None Site Assembled Glazing Check box if Building is - 100,000 sqft of CFA and - 10,000 sgft vertical glazing then NFRC Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 16 Window 59 1.190 270 0.48 La Quinta Glazing econd Floor 17 Window 69 1.190 180 0.48 La Quinta Glazing econd Floor 18 Window 59 1.190 180 0.48 La Quinta Glazing econd Floor 19 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 20 lWindow 59 1.190 1 90 0.48 La Quinta Glazing econd Floor 21 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 22 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 23 Window 58 1.190 90 0.48 La Quinta Glazing econd Floor 24 Window 59 1.190 180 0.48 La Quinta Glazing econd Floor 25 Window 59 1.190 180 0.48 La Quinta Glazing econd Floor 26 Window 59 1.190 1 180 0.48 La Quinta Glazing econd Floor 27 Window 59 1.190 90 0.48 La Quinta Glazing ec•nd Floor 28 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 29 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor 30 Window 59 1.190 90 0.48 La Quinta Glazing econd Floor EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. Hat. Right Fin Dist. Len. H t. 16 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 17 None 0.76 18 None 0.76 19 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 20 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 21 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 22 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 23 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 24 None 0.76 25 None 0.76 26 1 None 0.76 27 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 28 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 29 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 30 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 EnergyPro 3.1 By Energysoft User Number: 4680 Job Number: 05-xxx Page:5 of 44 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 OPAQUE SURFACES Solar Surface Framing Act. Gains # Type Type Area U -Fac. Azm. Tilt y/N Form 3 Reference Location / Comments FENESTRATION SURFACES Site Assembled Glazing Check box if Building is >= 100,000 sgft of CFA and >= 10,000 sgft vertical glazing then NFRC Certification is required 11 Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 31 Window 58 1.190 90 0.48 La Quinta Glazing ecand Floor 32 Window 59 1.190 0 0.48 La Quinta Glazing Second Floor 33 Window 59 1.190 0 0.48 La Quinta Glazing Second Floor 34 Window 59 1.190 0 0.48 La Quinta Glazinq Secand Floor 35 Window 122 1.190 180 0.48 La Quinta Glazing First Floor 36 Window 122 1.190 0 0.48 La Quinta Glazing First Floor 37 Window 82 1.190 270 0.48 La Quinta Glazing First Floor 38 Window 69 1.190 270 0.48 La Quinta Glazing First Floor 39 Window 69 1.190 270 0.48 La Quinta Glazing First Floor 40 Window 69 1.190 270 0.48 La Quinta Glazing First Floor 41 Window 82 1.190 0 0.48 La Quinta Glazing First Floor 42 Window 69 1 1.190 0 0.48 La Quinta Glazing First Floor 43 Window 82 1.190 270 0.48 La Quinta Glazing First Floor 44 Window 69 1.190 270 0.48 La Quinta Glazing First Floor 45 Window 69 1.190 270 0.48 La Quinta Glazing First Floor EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. Hat. 31 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 32 None 0.76 33 None 0.76 34 None 0.76 35 None 0.76 36 None 0.76 37 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 38 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 39 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 40 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 41 INone 0.76 42 None 0.76 43 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 44 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 45 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:6 of 44 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 OPAQUE SURFACES Solar Surface Framing Act. Gains # Type Type Area U -Fac. Azm. Tilt y/N Form 3 Reference Location / Comments FENESTRATION SURFACES Site Assembled Glazing Check box if Building is >= 100,000 sqft of CFA and >= 10,000 sqft vertical glazing then NFRC Certification is required Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 46 Window 69 1.190 270 0.48 La Quinta Glazing Firs' Floor 47 Window 82 1.190 180 0.48 La Quinta Glazing Firs- Floor 48 Window 69 1.190 90 0.48 La Quinta Glazing Firs. Floor 49 Window 63 1.190 90 0.48 La Quinta Glazing Firs: Floor 50 Window 69 1.190 1 90 0.48 La Quinta Glazing Firs, Floor 51 Window 63 1.190 90 0.48 La Quinta Glazing First Floor 52 Window 68 1.190 90 0.48 La Quinta Glazing Firsa Floor 53 Window 69 1.190 180 0.48 La Quinta Glazing First Floor 54 Window 69 1.190 180 0.48 La Quinta Glazing First Floor 55 Window 69 1.190 90 0.48 La Quinta Glazing First Floor 56 Window 63 1.190 90 0.48 La Quinta Glazing First Floor 57 Window 69 1.190 90 0.48 La Quinta Glazing First Floor 58 Window 63 1.190 90 0.48 La Quinta Glazing First Floor 59 Window 68 1.190 90 0.48 La Quinta Glazing First Floor 60 Window 69 1.190 0 0.48 La Quinta Glazing First Floor EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. H t. LExt.RExt. Dist. Len. H t. Right Fin Dist. Len. H t. 46 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 47 None 0.76 48 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 49 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 50 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 51 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 52 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 53 None 0.76 54 None 0.76 55 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 56 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 57 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 58 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 59 None 0.76 6.0 7.5 2.0 0.0 0.0 0.0 60 None 0.76 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:7 of 44 JE14VELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 OPAQUE SURFACES Solar Surface Framing Act. Gains # Type Type Area U -Fac. Azm. Tilt y/N Form 3 Reference Location / Comments FENESTRATION SURFACES Site Assembled Glazing Check box if Building is >= 100,000 sqft of CFA and >= 10,000 sqft vertical glazing then NFRC Certification is required Follow NFRC 100 -SR Procedures and suhmit NFRC Lnhel Certifirate Form # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 61 Window 69 1.190 0 0.48 La Quinta Glazing First Floor EXTERIOR SHADING ## Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fir- Right Fin Len. H t. LExt.RExt. Dist. Len. Agt. Dist. Len. H t. 61 None 0.76 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:8 of 44 OVERALL ENVELOPE METHOD Part 1 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 WINDOW AREA TEST A. DISPLAY PERIMETER v ft X 6 = sf DISPLAY AREA B. GROSS EXTERIOR WALL AREA 12,7961 sf X 0.40 = 5,1 1 sf 40% AREA C. GROSS EXTERIOR WALL AREA 12,796 sf X 0.10 = 1 2$ sf MINIMUM STND. AREA D. ENTER LARGER OF A or B 5 11 sf MAXIMUM STND. AREA E. ENTER PROPOSED WINDOW AREA 4,2sf PROPOSED AREA F. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = 1 32.95% IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF E GREATER THAN D: MAXIMUM PROPOSED WINDOW STANDARD AREA WINDOW AREA ADJUSTMENT FACTOR 2. IF LESS THAN C: GO TO PART 6 TO CALCULATE ADJUSTED AREAS. MINIMUM PROPOSED WINDOW STANDARD AREA AREA ADJUSTMENT FACTOR GO TO PART 6 TO CALCULATE ADJUSTED AREAS. SKYLIGHT AREA TEST ATRIUM HEIGHT 10 FT IF 55 FT IF>55FT 0.10 X = 0.05 X 12,0001 =1 6001- STANDARD 00STANDARD % GROSS STANDARD ROOF AREA SKYLIGHT AREA PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF PROPOSED SKYLIGHT AREA >= STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENIT FACTOR GO TO PART 6 TO CALCULATE ADJUSTED AREAS. EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:9 of 44 OVERALL ENVELOPE METHOD Part 2 of 6 ENV -2 PROJECT NAME ASSEMBLY NAME (e.g. Wall -1, Floor -1) Roof Skylight (Plastic) W Wall WEST Window 2-1 W Wall WEST Window 1-1 Roof Skylight (Plastic) S Wall SOUTH Window 2-8 N Wall NORTH Window 2-25 W Wall WEST Window 2-28 WEST Window 2-29 WEST Window 2-30 WEST Window 2-31 Roof N Wall NORTH Window 2-27 NORTH Window 2-26 Roof W Wall WEST Window 2-5 WEST Window 2-4 WEST Window 2-3 WEST Window 2-2 S Wall SOUTH Window 2-6 SOUTH Window 2-7 S�a PROPOSED AREA HEAT CAPACITY U- FACTOR TABLE VALUES UA (B X D) Y N 576 1.99 0.037 ❑ 0 21.5 224 53.7 0.290 ❑ 0 65.0 212 16.57 0.269 ❑ 124.0 57.1 110 246.4 1.190 ❑ 27.5 130.3 181 16.57 0.269 ❑ 27.5 48.6 141 69.2 1.190 ❑ X 167.8 2,176 1.99 0.037 ❑ 0 81.1 224 28.8 0.290 ❑ X 65.0 69 16.57 0.269 ❑ ® 18.5 141 33.9 1.190 ❑ ® 168.1 69 16.57 0.269 ❑ X 18.5 141 33.9 1.190 ❑ X 168.1 538 16.571 0.269 ❑ 0 144.6 69 172.8 1.190 ❑ 0 82.3 59 28.8 1.190 ❑ 0 70.0 59 1.190 ❑ 0 70.0 59 1.190 ❑ 0 70.0 2,100 1.99 0.037 ❑ 0 78.2 432 16.57 0.269 ❑ 0 116.0 69 1.190 ❑ 0 82.3 59 1.190 ❑ 0 70.0 2,100 1.991 0.037 0 X 78.2 538 16.57 0.269 ❑ ❑X 144.6 69 1.190 ❑ 82.3 59 1.190 ❑ X❑ 70.0 59 1.190 ❑ 0 70.0 59 1.190 ❑ 0 70.0 432 16.57 0.269 ❑ ® 116.0 69 1.190 ❑ 0 82.3 59 1.190 ❑ IX 70.0 DATE 0-© STANDARD AREA* (Adjusted) U -FACTOR UA (F X G) 576 0.057 32.8 2241 1.10c 246.4 212 0.40C 85.0 110 0.49C 53.7 181 0.40C 72.4 1411 0.49C 69.1 2,176 0.057 124.0 224 1.10q 246.4 69 0.400 27.5 141 0.490 69.2 691 0.400 27.5 141 0.49C 69.2 538 0.40C 215.4 69 0.49C 33.9 591 0.49C 28.8 59 0.49C 28.8 59 0.49C 28.8 2,100 0.057 119.7 4321 0.400 172.8 69 0.490 33.9 59 0.490 28.8 2,100 0.057 119.7 538 0.400 215.4 69 0.49C 33.9 59 0.49C 28.8 59 0.49C 28.8 59 0.490 28.8 432 0.400 172.8 691 0.490 33.9 59 0.4901 28.8 *If Window and/or Skylight Area Adjustment is Required, Column E shall be 2,576 This Page Total 2,505 use Adjusted Areas from Part 6 of 6. no greater than Column H 7,883 Building Total 6,649 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 10 of 44 OVERALL ENVELOPE METHOD Part 2 Y 6 ENV -2 PROJECT NAME ASSEMBLY NAME (e.g. Wall -1, Floor -1) E Wall EAST Window 2-12 EAST Window 2-13 EAST Window 2-14 EAST Window 2-15 EAST Window 2-16 Roof S Wall SOUTH Window 2-11 SOUTH Window 2-10 SOUTH Window 2-9 Roof E Wall EAST Window 2-21 EAST Window 2-20 EAST Window 2-19 EAST Window 2-18 EAST Window 2-17 N Wall NORTH Window 2-24 NORTH Window 2-23 NORTH Window 2-22 S Wall SOUTH Window 1-7 N Wall NORTH Window 1-22 W Wall WEST Window 1-25 WEST Window 1-26 WEST Window 1-27 BI ICI ID PROPOSED AREA HEAT CAPACITY U- FACTOR TABLE VALUES UA (B X D) Y N 631 16.57 0.269 ❑ X❑ 169.6 59 28.8 1.190 ❑ 28.8 70.0 59 28.2 1.190 ❑ 131.1 70.0 59 153.4 1.190 ❑ 0 70.0 59 28.8 1.190 ❑ 0 70.0 58 131.1 1.190 ❑ 0 68.5 2,300 1.99 0.037 ❑ X 85.7 384 16.57 0.269 ❑ IN 103.0 59 28.2 1.190 ❑ ® 70.0 59 28.8 1.190 ❑ ® 70.0 59 28.8 1.190 ❑ [XI 70.0 2,300 1.99 0.037 ❑ ❑X 85.7 631 16.57 0.269 ❑ FXI 169.6 59 40.0 1.190 ❑ 0 70.0 59 34.0 1.190 ❑ 1X1 70.0 59 1.190 ❑ 0 70.0 59 1.190 ❑ 0 70.0 58 1.190 ❑ 0 68.5 384 16.571 0.269 ❑ X❑ 103.0 59 1.190 ❑ 0 70.0 59 1.190 ❑ 0 70.0 59 1.190 ❑ [XI 70.0 88 16.57 0.269 ❑ [K 23.5 122 1.190 ❑ 0 145.8 88 16.57 0.269 ❑ 0 23.5 122 1.190 ❑ 0 145.8 494 16.57 0.269 ❑ 0 132.7 82 1.190 ❑ ® 97.2 691 1.190 ❑ 0 82.6 69 1.190 ❑ [91 1 82.6 DATE 0-© STANDARD AREA* (Adjusted) U -FACTOR UA (F X G) 631 0.40C 252.5 591 0.49C 28.8 59 0.49C 28.8 59 0.49C 28.8 59 0.49C 28.8 581 0.49C 28.2 2,300 0.057 131.1 384 0.40C 153.4 59 0.49C 28.8 591 0.49C 28.8 59 0.490 28.8 2,300 0.057 131.1 631 0.400 252.5 59 0.49C 28.8 59 0.49C 28.8 59 0.49C 28.8 59 0.49C 28.8 58 0.490 28.2 3841 0.400 153.4 59 0.490 28.8 59 0.490 28.8 59 0.490 28.8 881 0.400 35.0 122 0.490 60.0 88 0.400 35.0 122 0.490 60.0 4941 0.400 197.6 82 0.490 40.0 69 0.499 34.0 69 0.490 34.0 * If Window and/or Skylight Area Adjustment is Required, Column E shall be 2,567 TM's Page Total2.030 use Adjusted Areas from Part 6 of 6. no greater than Column H 7,883 Building Total 6,649 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 11 of 44 OVERALL ENVELOPE METHOD Part 2 of 6 ENV -2 PROJECT NAME HEAT ASSEMBLY NAME (e.g. Wall -1, Floor -1) WEST Window 1-28 N Wall NORTH Window 1-24 NORTH Window 1-23 W Wall WEST Window 1-5 WEST Window 1-4 WEST Window 1-3 WEST Window 1-2 S Wall SOUTH Window 1-6 E Wall EAST Window 1-10 EAST Window 1-11 EAST Window 1-12 EAST Window 1-13 EAST Window 1-14 S Wall SOUTH Window 1-9 SOUTH Window 1-8 E Wall EAST Window 1-19 EAST Window 1-18 EAST Window 1-17 EAST Window 1-16 EAST Window 1-15 N Wall NORTH Window 1-20 NORTH Window 1-21 PROPOSED AREA HEAT CAPACITY U- FACTOR TABLE VALUES UA (B X D) Y N 69 163.6 1.190 ❑ 0 82.6 409 16.57 0.269 ❑ 0 109.9 82 40.0 1.190 ❑ a 97.2 69 34.0 1.190 ❑ a 82.3 494 16.571 0.269 ❑ a 132.7 82 236.9 1.190 ❑ [91 97.2 69 30.7 1.190 ❑ X 82.6 69 30.7 1.190 ❑ ® 82.6 69 168.5 1.190 ❑ ® 82.6 478 16.57 0.269 ❑ ® 128.5 82 33.9 1.190 ❑ 0 97.2 592 16.57 0.269 ❑ X 159.1 69 33.4 1.190 ❑ 168.6 82.3 63 33.9 1.190 ❑ ❑X 74.5 69 1.190 ❑ 0 82.3 63 1.190 ❑ 0 74.5 68 1.190 ❑ 0 81.0 421 16.57 0.269 ❑ 0 113.1 69 1.190 ❑ 0 82.6 69 1.190 ❑ [91 82.6 592 16.57 0.269 ❑ 0 159.1 69 1.190 ❑ a 82.3 63 1.190 ❑ 0 74.5 69 1.190 ❑ [XI 82.3 63 1.190 ❑ [91 74.5 68 1.190 ❑ a 81.0 422 16.57 0.269 ❑ X 113.2 69 1.190 ❑ ® 82.3 69 1.190 ❑ 0 82.3 DATE 0 STANDARD AREA* (Adjusted) U -FACTOR UA (F X G) 69 0.49C 34.0 4091 0.40C 163.6 82 0.49C 40.0 69 0.49C 33.9 494 0.40C 197.6 821 0.49C 40.0 69 0.49C 34.0 69 0.49C 34.0 69 0.49C 34.0 4781 0.40C 191.3 82 0.49C 40.0 592 0.40C 236.9 69 0.49C 33.9 63 0.49C 30.7 691 0.49C 33.9 63 0.49C 30.7 68 0.49C 33.4 421 0.400 168.5 69 0.490 34.0 69 0.490 34.0 592 0.400 236.9 69 0.490 33.9 631 0.490 30.7 69 0.49C 33.9 63 0.49C 30.7 68 0.49C 33.4 422 0.400 168.6 69 0.49C 33.9 69 0.49C 33.9 " If Window and/or Skylight Area Adjustment is Required, Column E shall be 2,739 This Page Total 2,114 use Adjusted Areas from Part 6 of 6. no greater than Column H 7,883 Building Total 6,649 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 12 of 44 OVERALL ENVELOPE METHOD Part 3 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 OVERALL HEAT GAIN FROM CONDUCTION a oao a a o a o 0 PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAMEHEAT U- VALUES C'QN AREA* U- GAIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY FACTOR Y N (BXCxE) (Adjusted) FACTOR TF (GxHxl) Roof 576 55 1.99 0.037 ❑ 0 1,180 576 0.057 55 1,806 Skylight (Plastic) 2241 55 1 0.290 ❑ X❑ 3,573 224 1.100 55 1 13,552 VV Wall 212 43 16.57 0.269 ❑ 2,455 212 0.400 43 3,655 WEST Window 2-1 110 55 1.190 ❑ X❑ 7,167 110 0.490 55 2,951 Wall 181 43 16.57 0.269 ❑❑ 2,091 181 0.4001 43 3,113 WEST Window 1-1 141 55 1.190 ❑ X❑ 9,228 -141 0.490 55 3,800 Roof 2,176 55 1.99 0.037 ❑ X❑ 4,459 2„176 0.057 55 6,822 Skylight (Plastic) 224 55 0.290 ❑ ® 3,573 224 1.100 55 13,552 Wall 69 43 16.57 0.269 ❑ ® 794 69 0.400 43 1,182 SOUTH Window 2-8 141 55 1.190 ❑ ® 9,248 141 0.490 55 3,808 Wall 69 43 16.57 0.269 ❑ 794 69 0.400 43 1,182 NORTH Window 2-25 141 55 1.190 ❑ 9,248 141 0.490 55 3,808 Wall 538 43 16.57 0.269 ❑ X❑ 6,219 538 0.400 43 9,260 WEST Window 2-28 69 55 1.190 ❑ ❑X 4,529 69 0.490 55 1,865 WEST Window 2-29 59 55 1.190 ❑ 3,848 59 0.490 55 1,585 WEST Window 2-30 59 55 1.190 ❑ 3,848 59 0.490 55 1,585 WEST Window 2-31 59155. 1.190 ❑ 3,848 59 0.490 55 1,585 Roof 2,100 55 1.99 0.037 ❑X❑ 4,303 2:100 0.057 55 6,584 Wall 432 43 16.571 0.269 ❑ X❑ 4,990 432 0.400 43 7,430 NORTH Window 2-27 69 55 1.190 ❑ X 4,529 69 0.490 55 1,865 NORTH Window 2-26 59 55 1.190 ❑ [XI 3,848 59 0.490 55 1,585 Roof 2,100 55 1.99 0.037 0 X❑ 4,303 2,100 0.057 55 6,584 VV Wall 538 43 16.57 0.269 ❑ X❑ 6,219 538 0.400 43 9,260 WEST Window 2-5 69 55 1.190[ XI 4,529 69 0.490 55 1,865 WEST Window 2-4 591 55 1.190 ❑ X❑ 3,8481 59 0.490 55 1,585 WEST Window 2-3 59 55 1.190 ❑X❑ 3,848 59 0.490 55 1,585 WEST Window 2-2 59 55 1.190 ❑ X❑ 3,848 59 0.490 55 1,585 Wall 432 43 16.57 0.269 ❑ ® 4,990 432 0.4001 43 7,430 SOUTH Window 2-6 69 55 1.190 ❑ X❑ 4,529 69 0.490 55 1,865 SOUTH Window 2-7 59 55 1.190 ❑ X❑ 3,8481 59 0.490 55 1,585 133,736 125,916 * If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 6. Subtotal Subtotal EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:13 of 44 OVERALL ENVELOPE METHOD Part 3 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 OVERALL HEAT GAIN FROM CONDUCTION a oao a o o a o 0 PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAMEHEAT U- VALUES C'QN AREA.* U- GAIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY FACTOR Y N (BxCxE) (Adjusted) FACTOR TF (GxHxl) Wall 631 43 16.57 0.269 ❑ ❑X 7,291 -331 0.400 43 10,857 EAST Window 2-12 591 55 1 1.190 ❑ ❑X 3,848 59 0.490 55 1 1,585 EAST Window 2-13 59 55 1.190 ❑ 3,848 59 0.490 55 1,585 EAST Window 2-14 59 55 1.190 ❑ X❑ 3,848 59 0.490 55 1,585 EAST Window 2-15 59 55 1.190 ❑ a 3,848 59 0.490 55 1,585 EAST Window 2-16 58 55 1.190 ❑ X❑ 3,770 58 0.490 55 1,552 Roof 2,300 55 1.99 0.037 ❑ 4,713 2,300 0.057 55 7,210 Wall 384 43 16.57 0.269 ❑ ® 4,431 384 0.400 43 6,598 SOUTH Window 2-11 59 55 1.190 ❑ ® 3,848 59 0.490 55 1,585 SOUTH Window 2-10 59 55 1.190 ❑ ® 3,848 59 0.490 55 1,585 SOUTH Window 2-9 59 55 1.190 ❑ 3,848 59 0.490 55 1,585 Roof 2,300 55 1.99 0.037 ❑ 0 4,713 2.300 0.057 55 7,210 Wall 6311 43 16.57 0.269 ❑ 7,291 6311 0.400 43 10,857 EAST Window 2-21 59 55 1.190 ❑ ❑9 3,848 59 0.490 55 1,585 EAST Window 2-20 59 55 1.190 ❑ X❑ 3,848 59 0.490 55 1,585 EAST Window 2-19 59 55 1.190 ❑ X❑ 3,848 59 0.490 55 1,585 EAST Window 2-18 59 55 1.190 ❑ 3,848 59 0.490 55 1,585 EAST Window 2-17 58 55 1.190 ❑ X❑ 3,770 58 0.490 55 1,552 Wall 384 43 16.57 0.269 ❑ 0 4,431 384 0.400 43 6,598 NORTH Window 2-24 59 55 1.190 ❑ a 3,848 59 0.490 55 1,585 NORTH Window 2-23 59 55 1.190 ❑ X❑ 3,848 59 0.490 55 1,585 NORTH Window 2-22 591 55 1.190 ❑ X❑ 3,848 59 0.490 55 1,585 Wall 88 43 16.57 0.269 ❑ 1,011 88 0.400 43 1,505 SOUTH Window 1-7 122 55 1.190 ❑ 8,018 122 0.490 55 3,301 Wall 88 43 16.57 0.269 ❑ 0 1,011 88 0.400 43 1,505 NORTH Window 1-22 1221 55 1.190 ❑ 8,018 122 0.490 55 3,301 VV Wall 494 43 16.57 0.269 ❑ 0 5,707 494 0.400 43 8,499 WEST Window 1-25 82 55 1.190 ❑ ® 5,347 82 0.490 55 2,202 WEST Window 1-26 69 55 1.190 ❑ ❑X 4,542 69 0.490 55 1,870 WEST Window 1-27 69 55 1.190 ❑ a 4,542 69 0.490 55 1,870 132,483 98,674 * If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 6. Subtotal Subtotal EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 14 of 44 OVERALL ENVELOPE METHOD Part 3 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 OVERALL HEAT GAIN FROM CONDUCTION FA aoo a a© o 0 0 PROPOSED STANDARD TABLE HEAT HEAT ASSEMBLY NAME HEAT U- VALUES C'QN AREA* U- GAIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY FACTOR y N (BxCxE) (Adjust3d) FACTOR TF (GxHxl WEST Window 1-28 69 55 1.190 ❑ ❑X 4,542 69 0.490 55 1,870 Wall 4091 43 16.57 0.269 ❑ ❑X 4,725 409 0.400 431 7,037 NORTH Window 1-24 82 55 1.190 ❑ 5,347 82 0.490 55 2,202 NORTH Window 1-23 69 55 1.190 ❑ X❑ 4,529 69 0.490 55 1,865 Wall 494 43 16.57 0.269 ❑ 5,707 -94 0.4001 43 8,499 WEST Window 1-5 82 55 1.190 ❑ 0 5,347 82 0.490 55 2,202 WEST Window 1-4 69 55 1.190 ❑ ❑X 4,542 69 0.490 55 1,870 WEST Window 1-3 69 55 1.190 ❑ ® 4,542 69 0.490 55 1,870 WEST Window 1-2 69 55 1.190 ❑ ® 4,542 69 0.490 55 1,870 Wall 478 43 16.57 0.269 ❑ ® 5,525 478 0.400 43 8,227 SOUTH Window 1-6 82 55 1.190 ❑ X❑ 5,347 82 0.490 55 2,202 Wall 592 43 16.57 0.269 ❑ X❑ 6,841 592 0.400 43 10,188 EAST Window 1-10 691 55 1.190 ❑ 4,529 69 0.490 55 1,865 EAST Window 1-11 63 55 1.190 ❑ 0 4,097 63 0.490 55 1,687 EAST Window 1-12 69 55 1.190 ❑ a 4,529 69 0.490 55 1,865 EAST Window 1-13 63 55 1.190 ❑ 4,097 63 0.490 55 1,687 EAST Window 1-14 68 55 1.190 ❑ 0 4,457 68 0.490 55 1,835 Wall 4211 43 16.57 0.269 ❑ 4,865 421 0.400 43 7,245 SOUTH Window 1-9 69 55 1.190 ❑ 0 4,542 69 0.490 55 1,870 SOUTH Window 1-8 69 55 1.190 ❑ 4,542 69 0.490 55 1,870 Wall 592 43 16.57 0.269 ❑ X❑ 6,841 592 0.400 43 10,188 EAST Window 1-19 69 55 1.190 ❑ 4,529 69 0.490 55 1,865 EAST Window 1-18 631 55 1.190 ❑ 0 4,097 63 0.490 55 1,687 EAST Window 1-17 69 55 1.190 ❑ 4,529 69 0.490 55 1,865 EAST Window 1-16 63 55 1.190 ❑ 4,097 63 0.490 55 1,687 EAST Window 1-15 68 55 1.190 ❑ 0 4,457 68 0.490 55 1,835 Wall 422 43 16.57 0.269 ❑ 0 4,870 422 0.400 43 7,252 NORTH Window 1-20 69 55 1.190 ❑ ® 4,529 69 0.490 55 1,865 NORTH Window 1-21 69 55 1.190 ❑ a 4,529 69 0.4VU1 55 1,865 139,677 99,934 * If Window and/or Skylight Area Adjustment is Required, use Adjusted Areas from Part 6 of 6. Subtotal Subtotal EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Pagel5 of 44 OVERALL ENVELOPE METHOD Part 4 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 a a o OPAQUE SURFACES o a © a o 34,092 SUBTOTAL 52,158 SUBTOTAL EnergyPro 3.1 By EnergyPro User Number: 4680 Job Number: 05-xxx Page: 16 of 44 PROPOSED STANDARD ASSEMBLY NAME e.g. Roof -1) AREA SF WEIGHTING FACTOR U- FACTOR Absorp HEAT GAIN (BxCxDxExF) AREA• (ADJUSTED) U -Factor Absorp HEAT GAIN (CxDxHxlxJ) Roof 576 123 0.92 0.037 0.70 1,700 576 0.057 0.70 2 601 Roof 2.176 123 0.92 0.037 0.70 6.422 2.176 0.057 0.70 9,825 Roof 2.100 123 0.92 0.037 0.70 6,197 2,100 0.057 1 0.70 9.482 Roof 2,100 123 0.92 0.037 1 0.70 6,197 2,100 0.057 0.70 9,482 Roof 2,300 123 0.92 0.037 0.70 6,788 2.300 0.057 0.70 10,385 Roof 2.300 123 0.92 0.037 0.70 6,788 2,300 0.057 0.70 10.385 34,092 SUBTOTAL 52,158 SUBTOTAL EnergyPro 3.1 By EnergyPro User Number: 4680 Job Number: 05-xxx Page: 16 of 44 OVERALL ENVELOPE METHOD Part 5 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 FENESTRATION SURFACES ©a a o E © a PROPOSED STANDARD WINDOW/SKYLIGHT NAME e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHG OVERHANG HEATOGAIN (BxCxDxExH) AREA' (ADJUSTED) RSHG (orSHGC**) SF HEATDGAIN (BxJxKxL) H V H/V OHF Skylight H 2.29 224 123 0.23 Part 4 Subtotal 52,158 14,512 224 0.58 123 36,595 WEST Window 2-1 W 1.05 11C 123 0.48 2.0 6.0 0.33 1.00 6,788 110 0.31 123 4,384 WEST Window 1-1 W 1.05 14,123 0.48 2.0 6.0 0.33 1.00 8,741 141 0.31 123 5,645 Skylight H 2.29 224 123 0.231 Page: 17 of 44 14,512 224 0.58 123 36,595 SOUTH Window 2-8 S 1.27 14 123 0.48 10,595 141 0.31 123 6,842 NORTH Window 2-25 N 0.61 14'123 0.48 5,089 141 0.40 123 4,241 WEST Window 2-28 W 1.05 6 123 0.48 2.0 6.0 0.33 1.00 4,290 69 0.31 123 2,771 WEST Window 2-29 W 1.05 59 123 0.48 2.0 6.0 0.33 1.00 3,645 59 0.31 123 2,354 WEST W'ndow 2-30 W 1.05 59 123 0.48 2.0 6.0 10.3311.00 3,6451 591 0.31 123 2,354 WEST Window 2-31 W 1.05 59 123 0.48 2.0 6.0 0.33 1.00 3.645 59 0.31 123 2,354 NORTH Window 2-27 N 0.61 6 123 0.48 2,492 69 0.40 123 2,0771 NORTH Window 2-26 N 0.61 5d 123 0.481 2,118 59 0.40 123 1,765 WEST Window 2-5 W 1.05 69 123 4.290 691 0.31 123 2,771 WEST Window 2-4 W 1.05 59 123 0.48 2.0 6.0 0.33 1.00 3,645 59 0.31 123 2,354 WEST Window 2-3 W 1.05 59 123 3,645 59 0.31 123 2.354 WEST Window 2-2 W 1.05 5 123 0.48 2.0 6.0 0.33 1.00 3,645 59 0.31 123 2,354 SOUTH Window 2-6 S 1.27 69 123 0.48 5,189 691 0.31 123 3,351 SOUTH Window 2-7 S 1.27 59 123 0.48 4,409 59 0.31 123 2.847 EAST Window 2-12 E 1.07 59 123 0.48 2.0 6.0 0.33 1.00 3,715 59 0.31 123 2,399 EAST Window 2-1 3 E 1.07 5d 123 3.715 59 0.31 123 2,399 EAST Window 2-14 E 1.07 59 123 0.48 2.0 6.0 0.33 1.00 3,715 591 0.31 123 2.399 EAST Window 2-15 E 1.07 59 123 59 0.31 1231 2,399 EAST Window 2-16 E 1.07 58 123 0.48 2.0 6.0 0.33 1.00 3,639 58 0.31 123 2,350 SOUTH Window 2-11 S 1.27 5d 123 048 4,409 59 0.31 123 2,847 SOUTH Window 2-10 S 1.27 59 123 0.48 4,409 59 0.31 123 2,847 SOUTH Window 2-9 S 1.27 59 123 0.48 4,409 59 0.31 123 2,847 EAST Window 2-21 E 1.07 59 123 0.48 2.0 6.0 0.33 1.00 3,715 59 0.31 123 2 399 EAST Window 2-20 E 1.07 5 123 0.48 2.0 6.0 0.33 1.00 3,715 59 0.31 123 2,399 ** Only SHGC is 405,896 324,524 used for Skylights Part 3 Subtotal Part 3 Subtotal Part 4 Subtotal 34,092 Part 4 Subtotal 52,158 *If Window and/or Skylight Area Column I must be Adjustment is Required, use less than column M Part 5 Subtotal 279,868 Part 5 Subtotal 240,984 Adjusted Areas from Part 6 of 6. 719,856 Total Heat Gain 617,665 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 17 of 44 �OVERALL ENVELOPE METHOD Part 5 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 IOVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES 0 0 Fc] a s as a PROPOSED STANDARD WINDOW/SKYLIGHT NAME e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHG OVERHANG HEATGAIN (BxCxDxExH) AREA* (ADJUSTED) RSHG (or SHGC••) SF HEATGAIN (BxJxKxL) H V H/V OHF EAST Window 2-19 E 1.07 59 123 0.48 2.0 6.0 0.33 1.00 3,715 59 0.31 123 2,399 EAST Window 2-18 E 1.07 59 123 0.48 2.0 6.0 0.33 1.00 3.715 59 0.31 123 2,399 EAST Window 2-17 E 1.07 5 123 0.48 2.0 6.0 0.33 1.00 3,639 58 0.31 123 1 2,350 NORTH Window 2-24 N 0.61 59 123 0.48 617,665 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx 2,118 59 0.40 123 1,765 NORTH Window 2-23 N 0.61 59 123 0.48 2,118 59 0.40 123 1,765 NORTH Window 2-22 N 0.61 59.123 0.48 2,118 59 0.40 123 1,765 SOUTH Window 1-7 S 1.27 12 123 0.48 9,185 122; 0.31 123 5,932 NORTH Window 1-22 N 0.61 122 123 0.48 4,412 122: 0.40 1231 3.676 WEST Window 1-25 W 1.05 82 123 0.48 2.0 6.0 0.33 1.00 5,065 82 0.31 123 3,271 WEST Window 1-26 W 1.05 69 123 0.48 2.0 6.0 0.33 1.00 4,302 69' 0.31 123 2,779 WEST Window 1-27 W 1.05 6 123 0.48 2.0 6.0 0.33 1.00 4,302 69' 0.31 123 2.779 WEST Window 1-28 W 1.05 69 123 0.48 2.0 6.0 0.33 1.00 4,302 64 0.31 123 2,779 NORTH Window 1-24 N 0.61 82 123 2,942 82 0.40 123 2,452 NORTH Window 1-23 N 0.61 69 123 0.481 2,492 69 0.40 123 2,077 WEST Window 1-5 W 1.05 g 123 0.48 DLU 1.00 5,065 82 0.31 123 3,271 WEST Window 1-4 W 1.05 6E 123 0.48 2.0 6.0 0.33 1.00 4,302 6€ 0.31 123 2,779 WEST Window 1-3 W 1.05 6 123 0.48 2.0 6.0 0.33 1.00 4,302 6E- 0.31 123 2,779 W 1.05 6 123 0.48 2.0 6.0 0.33 1.001 4,302 69 0.31 123 2.779 SOUTH Window 1-6 S 1.27 0 123 0.48 6,126 82 0.31 123 3,956 EAST Window 1 -10 E 1.07 69 123 4,372 69 0.31 123 2,823 EAST Window 1-11 E 1.07 63 123 0.48 2.0 6.0 0.33 1.00 3,955 63 0.31 123 2,554 EAST Window 1-12 E 1.07 69 123 691 0.31 123 2,823 EAST Window 1-13 E 1.07 6 123 0.48 2.0 6.0 0.33 1.00 3,955 63 0.311 123 2,554 EAST Window 1-14 1.07 68 123 4,302 63 0.31 123 2.778 SOUTH Window 1-9 S 1.27 69 123 0.48 5.204 69 0.31 123 3,361 SOUTH Window 1-8 S 1.27 6 123 0.48 5,204 69 0.31 123 3,361 EAST Window 1-19 E 1 1.07 1 60 123 0.48 2.0 6.0 0.33 1.00 4,372 EQ1 0.31_L23 2,8231 EAST Window 1-18 E 1.07 6 123 0.48 2.0 6.0 0.33 1.00 3,955 E3 0.31 123 2,554 " Only SHGC is 405,896 324,524 used for Skylights Part 3 Subtotal Part 3 Subtotal Part 4 Subtotal 34,092 Part 4 Subtotal 52,158 'If Window and/or Skylight Area Column I must be Adjustment is Required, use less than column M Part 5 Subtotal 279,868 Part 5 Subtotal Di984 Adjusted Areas from Part 6 of 6. 719,356 Taal Heat Gain 617,665 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 18 of 44 OVERALL ENVELOPE METHOD Part 5 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 IOVERALL HEAT GAIN FROM RADIATION FENESTRATION SURFACES I o ©© o0 0 ©o a a a s a PROPOSED STANDARD INDOW/SKYLIGHT NAME e.g. Wind -1, Sky -1) ORIENT. WEIGHTING FACTOR AREA SF SHG OVERHANG HEATOGAIN (BxCxDxExH) AREA* (ADJUSTED) RSHG (orSHGC**) SF HEATGGAIN (BxJxKxL) H V HN OHF EAST Window 1-17 E 1.07 69 123 0.48 2.0 6.0 0.33 1.00 4,372 69 0.31 123 2,823 EAST Window 1-16 E 1.07 63 123 0.48 2.0 6.0 0.33 1.00 3,955 63 0.31 123 2,554 EAST Window 1-15 E 1.07 6 123 0.48 2.0 6.0 0.33 1.00 1 4,302 68 0.31 123 1 2,778 NORTH Window 1-20 N 0.61 69 123 0.48 2.492 69 0.40 123 2,077 NORTH Window 1-21 N 0.61 69 123 0.48 2,492 69 0.40 123 2,077. r T --TI **Only SHGC is 405,896 324,524 used for Skylights Part 3 Subtotal Part 3 Subtotal Part 4 Subtotal 34,092 Part 4 Subtotal 52,158 *If Window and/or Skylight Area Adjustment is Required, use Column I must be less than column M Part 5 Subtotal 279,868 Part 5 Subtotal 240,984 Adjusted Areas from Part 6 of 6. 719,856 Total Heat Gain 617,665 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 19 of 44 OVERALL ENVELOPE METHOD Part 6 of 6 ENV -2 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 [WINDOW AREA ADJUSTMENT CALCULATIONS FX CHECK IF NOT APPLICABLE (See Part 1 of 6.)WINDOW ORIENTATION E❑ �F ADJUST. FACTOR (From Part 1) ADJUSTED WINDOW AREA (D X E) ADWUAS LED AREA B - (F + C) WALL NAME e Wall -1, Wall -2) (•9• GROSS AREA DOOR AREA WINDOW AREA FN E S W ❑ ❑ ❑ ❑ 1:11:11:11:1 1:101:10 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ 1:11:11:1 F-1 ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ TOTALS I I I N/A EnergyPro 3.1 By EnergySoff User Number 4680 Job Number: 05-xxx Page 20 of 44 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 COMPONENT DESCRIPTION DESCRIPTION FRAMING OUTSIDE SURFACE AIR FILM 1 Roofing, Asphalt Shingles 2 Membrane, Vapor -Permeable Felt 3 Plywood 4 Insulation, Mineral Fiber, R-30 5 ASSEMBLY NAME R-30 Roof R.30.2x12.16 0.41 7 0.36 8 ASSEMBLY Floor INSIDE SURFACE AIR FILM 0.610 31.90 TYPE (check one) Wall LU W X Ceiling / R•3of aFRAMING MATERIAL Wood p Z FRAMING % 10 %o Framing /o 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Ceil.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Cell.) R -VALUE DESCRIPTION FRAMING OUTSIDE SURFACE AIR FILM 1 Roofing, Asphalt Shingles 2 Membrane, Vapor -Permeable Felt 3 Plywood 4 Insulation, Mineral Fiber, R-30 5 1.42 6 0.41 7 0.36 8 9 INSIDE SURFACE AIR FILM R -VALUE THICK- NESS (in.) FRAMING ❑ ❑ ❑ © El El 0.170 0.250 0.010 0.500 9.250 0.620 0.620 30.000 9.158 1.42 0.29' 0.41 SUBTOTAL R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.440 0.440 0.060 0.060 0.620 0.620 30.000 9.158 1.42 0.29' 0.41 3.11 0.36 1.12 0.610 0.610 31.90 11.06 Kc KT B "HEAT CAPACITY (Optional) WALL WEIG -IT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) [ 0.0313 X 0.90 ] 1.46 0.30 0.44 C.06 0.35 0.02 1.42 0.29' 0.41 3.11 0.36 1.12 6.01 TOTAL HC 2 *NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the f;aming members. [ 0.0313 X 0.90 ] + Pi 0.0904 X L 0.10 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Paae:21 of 44 1 DROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 COMPONENT DESCRIPTION DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Concrete, 120 lb 2 Insulation, Mineral Fiber, R-11 3 Gypsum or Plaster Board 4 0.17 5 ASSEMBLY NAME R-11 8" Tilt Metal Stud War! 0.54 7 8 ASSEMBLY Floor INSIDE SURFACE AIR FILM 13.02 TYPE (check one) XWall W 0 W Ceiling /Roof 0 FRAMING MATERIAL Metal p Z FRAMING % 15 % Framing % 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) THICK- NESS (in.) 8.000 3.500 0.500 SUBTOTA R -VALUE DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Concrete, 120 lb 2 Insulation, Mineral Fiber, R-11 3 Gypsum or Plaster Board 4 0.17 5 &.08 6 0.54 7 8 9 INSIDE SURFACE AIR FILM THICK- NESS (in.) 8.000 3.500 0.500 SUBTOTA R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.720 11.000 0.20 0.450 0.18 0.17 0.03 &.08 0.26 0.54 0.680 13.02 Kc KT *HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) 80.00 0.20 16.00 0.18 0.17 0.03 &.08 0.26 0.54 32.3 TOTAL HC 16.6 *NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [Q X Q] + [Q X 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE This assembly contains metal framing. The Assembly U -Value has been calculated using the ASHRAE/CEC Zona Cavity Method. 1 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Paoe:22 of 44 1 ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE La Quinta Buisness Center I 10/28/2005 DESCRIPTION Designer Enforcement ❑X §118(,) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. ❑ § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. IAI § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). FX] § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. X] §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 23 of 44 CERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-1 PROJECT NAME DATE OF PLANS DATE La Quinta Buisness Center 10/28/2005 PROJECT ADDRESS BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HO,rEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ EXISTING + ADDITION La Quinta COMPLIANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ❑ ENVELOPE COMPLANCE ATTACHED PRINCIPAL DESIGNER - MECHANICAL TELEPHONE Building Permit # DOCUMENTATION AUTHOR TELEPHONE Checked by/Date KMA CONSULTING (714) 662-7355 6 O The Principal Mechanical Designer hereby certifies that the propos building des represent in Wset of construction Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA C-IMATE ZONE 23,440Sq.Ft. 15 BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HO,rEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ EXISTING + ADDITION METHOD OF MECHANICAL ® PRESCRIPTIVE ❑ PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ❑ ENVELOPE COMPLANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DAT DH 6 O The Principal Mechanical Designer hereby certifies that the propos building des represent in Wset of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet tl-e mechanical requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145. Please check one: JV hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of Calibrnia as a civil engineer, or mechanical engineer or I am a licensed architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions. Code sections 5537, 5538, and 6737.1. PRINCIPAL MEC�IH�ANICAL DESIGNER - NAME SIGNATURI;n& �DOALE L��jr- J 1 MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, plea 3e refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. MECH-4: Required for Prescriptive submittals. MECH-5: Optional. Performance use only for mechanical distribution summary. EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:24 of 44 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM FEATURES SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS 1F 2E I I 2D Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 78 cfm Heat Pum 3.40 COP Packaged DX 10.5 EER CARRIER 50HJQ007 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (integrated) 180 cfm Heat Pum 7.60 HSPF Packaged DX 12.0 SEER / 10.5 EER CARRIER 50HJ0005 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Progeammable Switch Heatin i& Cooling Require n/a Yes 0.0 kW Ccnstant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 315 cfm Heat Pum 3.10 COP ?acka ed DX 9.0 EER CAP.RIER 50TFQ012 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No CODE TABLES: Enter code from table below into columns above. NOTE TO FIELD EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 25 of 44 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM FEATURES SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS 2C I 1 213 1 2A Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 315 cfm Heat Pum 3.10 COP Packaged DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 345 cfm Heat Pum 3.10 COP Packaged DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Prog -ammable Switch Heatin & Cooling Require n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 345 cfm Heat Pum 3.10 COP 'acka ed DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts n Attic 4.2 Ducts in Attic 4.2 No NOTE TO FIELD CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATIOM ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes O: Occupancy C: Cooling Isolation Zones. P: Variable Pitch VAV MINIMUM POSITION CONTROL? Sensor B: Both V: VFD SIMULTANEOUS HEAT / COOL? Y: Yes M: Manual Timer 0: Other C: Curve N: No PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPAT VENTILATION I OUTDOOR DAMPERI ECONOMIZER I O.A. CFM I C: Outside Air Cert. G: Gravity M: Out. Air Measure D: Demand Control N: Natural Water Not Required : Economizer ntrol See Section M. te: This shall be no s than Col. H on EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:26 of 44 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 j PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM FEATURES SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS 1E I I 1D I I 1C Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 180 cfm Heat Pum 7.60 HSPF Packaged DX 11.9 SEER / 10.5 EER CARRIER 50HJQ006 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 315 cfm Heat Pum 3.10 COP Packaged DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating 3 Cooling Require n/a Yes 0.0 kW Coistant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (integrated) 315 cfm Heat Pum 3.10 COP Packaged DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No NOTE TO FIELD EnergyPro 3.1 By Energysoft User Number: 4680 Job Number: 05-xxx Page: 27 of 44 CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/ COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto G: Gravity A: Air W: Water N: Not Required EC: Econonizer Control See Section 144e3 Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACE NOTES TO FIELD - For Building Department Use Only EnergyPro 3.1 By Energysoft User Number: 4680 Job Number: 05-xxx Page: 27 of 44 CrERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM FEATURES SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS 16 I I 1A Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (integrated) 345 cfm Heat Pum 3.10 COP Packaged DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto Diff. Tem (Integrated) 345 cfm Heat Pum 3.10 COP Packaged DX 9.0 EER CARRIER 50TFQ012 Yes Yes Ducts in Attic 4.2 u Ducts in Attic 2 4.2 No NOTE TO FIELD CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATIOM ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/ COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto A: Air G: Gravity W: Water N: Not Required EC: Econonizer Control See Section Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPAC6 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page: 28 of 44 IMeCHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 PROJECT NAME La Quinta Buisness Center DATE, 0/28/2005 CHILLER AND TOWER SUMMARY System Name Efficiency Tons PUMPS BHP Motor Eff. Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control 2.40 84.0% 100.0a none CARRIER 50HJ0005 Constant Volume Blow -Through 1,600 1.20 82.5% 100.0 none CARRIER 50TFQ012 Constant Volume Blow -Through 4,100 2.40 84.0%1100.0% none CARRIER 50HJQ006 Constant Volume Blow -Through 2,000 1.80 84.0% 100.0% DHW BOILER SUMMARY Energy Factor or Recovery Efficiency Standby Loss or Pilot TANK INSUL. System Name System Type Distribution Type Qty Rated Input (Gals.) Vol. Ext. R -Val. CENTRAL SYSTEM RATINGS HEATING COOLING System Name System Type Q _Putput Aux. kW Eff. Out ut Sensible Efficiency Economizer Type CARRIER 50HJQ007 Packaged DX 1 69,000 0.0 3.40 COP 76,000 56,40010.5 EER Diff. Temp (Integrated) CARRIER 50HJQ005 Packaged DX 2 46,000 0.0 7.60 HSPF 47,400 32,80012.0 SEEP. / 10.5 EER Diff. Temp (Integrated) CARRIER 50TF0012 Packaged DX 8 105,000 0.0 3.10 COP 119,000 87,2009.0 EER Diff. Temp (Integrated) CARRIER 50HJ0006 Packaged DX 1 60,000 0.0 7.60 HSPF 62,200 47,30011.9 SEEP, / 10.5 EER Diff. Temp (Integrated) CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Motor Location CFM BHP Motor Eff. Drive Eff. CFM BHP Motor Eff. Drive Eff. CARRIER 50HJQ007 Constant Volume Blow -Through 2,400 2.40 84.0% 100.0a none CARRIER 50HJ0005 Constant Volume Blow -Through 1,600 1.20 82.5% 100.0 none CARRIER 50TFQ012 Constant Volume Blow -Through 4,100 2.40 84.0%1100.0% none CARRIER 50HJQ006 Constant Volume Blow -Through 2,000 1.80 84.0% 100.0% I EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Pape:29 of 44 1 none MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 NE TERMINAL SUMMARY CFM Room Name Qty. CFM BHP Motor Eff. Drive Eff. TERMINAL FAN BASEBOARD Motor Drive CFM BHP Eff. Eff. Type Output EXHAUSTFAN Motor Drive Room Name Qty. CFM BHP Eff. Eff. EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:30 of 44 1 MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 MECHANICAL VENTILATION o ©© o 0 0© a o o a ZONE/SYSTEM Lobby - 2 Story 1F Second Floor 2E Second Floor 2D Second Floor 2C Second Floor 2B Second Floor 2A First Floor 1E First Floor 1D First Floor 1C First Floor 1B First Floor 1A AREA BASIS COND. AREA (SF) CFM PER SF MIN. CFM (B x C) 1,040 0.15 156 78 15'0 78 2,400 0.15 360 180 180 2,100 0.15 315 316 315 2,100 0.15 315 315 2,300 0.15 345 3w5 315 2,300 0.15 345 345 2,400 0.15 360 3-5 345 2,1001 0.15 315 345 2,100 0.15 315 180 3130 180 2,300 0.15 345 315 2,300 0.15 345 315 315 3'15 315 345 345 345 345 545 345 OCCUPANCY BASIS NO. I CFM MIN. OF PER CFM PEOPI-q PERSON (ExF) Total T REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOF AIR CFM VAV MIN. RATIO TRANS FER AIR 158 78 78 15'0 78 360 180 180 3© 180 316 315 3'15 315 315 315 3w5 315 3z5 345 3�5 345 3-5 345 345 345 360 180 180 3130 180 315 315 345 315 315 315 3'15 315 345 345 345 345 545 345 545 345 C Minimum Ventilation Rate per Section 121, Table 1-F. E Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. K Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). 1 EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:31 of 44 1 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 1 F 1,040 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 78 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: AN INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FA] FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 2.400 © ❑D EFFICIENCY MOTOR I DRIVE 84.0%1 100.001 NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 116 of 26 of 79 of 74 of 70 of 3.128 3,617 46.690 21,570 0 n/a 2 335 1,078 0. 0 0 0 2,3351 1,078 54,487 27,344 1.21 1.43 65�, 930 39,102 61,6181 1 45,380 Btu A Hr Btu / Hr 0 NUMBER OF FANS 1.0 0 PEAK WATTS Bx°x746/(CXI 2,13 CFM (Supply Fans) 2,400 TOTALS 2 131 2 400 TOTAL FAN SYSTEM POWER DEMAND 0.888 WATTS / CFM Col. F / Col. G L EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page: 32 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 2E 2,400 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 180 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION Supply Fan a DESIGN BRAKE HP 1.200 a a EFFICIENCY MOTOR I DRIVE 82.5%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 116 OF 26 OF 79 OF 74 OF 70 OF 7,901 8,364 22,846 n/a 1,14 0 0 1,14 33,495 1.43 47,898 51 A08 0 2 570 0 0 2.5701 64 450 1.21 77.985 58.3281 1 60,506 Btu / Dir Btu / Hr a NUMBER OF FANS 2.0 0 PEAK WATTS BxEx746/(CXD 2,170 a CFM (Supply Fans) 3,200 TOTALS1 2,17011 3 200 TOTA'_ FAN SYSTEM POWER DEMAND 0.678 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page:33 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 2D 2,100 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 315 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 2.400 a a EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 116 OF 26 OF 79 OF 74 OF 70 OF 13.510 14,618 58 763 34,474 0 n/ 2,938 1,724 0 0 0 0 Z9381 1,724 78,210 52,539 1.21 1.43 94.,634 75,130 1 69,0561 Btu A Hr Btu / Hr a NUMBER OF FANS 1.0 0 PEAK WATTS Bx=x746/(CXI 2,13 CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM. Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page:34 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 2C 2,100 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 315 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 2.400 a o EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 116 OF 26 OF 79 OF 74 OF 70 OF 13 503 14,618 61 058 34,474 0 n/a 3 053 1,724 0 0 0 0 3,0531 1 1,724 80,667 52,539 1.21 1.43 97,607 75,130 81,3481 69,0561 Btu A Hr Btu / Hr 0 NUMBER OF FANS 1.0 U PEAK WATTS Bx=x746/(CXD a CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page:35 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 213 2,300 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 345 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FA] FAN DESCRIPTION Supply Fan a DESIGN BRAKE HP 2.400 a o EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLI NG HEATING 1160F 26 OF 79 OF 74 OF 70 OF 14 770 15,985 65,638 40,332 0 n/a 3,282 2,0171 0 0 01 0 3,282 2,01 86,972 60,350 1.21 1.43 105,236 86,301 81,3921 1 69,056 Btu a Hr Btu / Hr 0 NUMBER OF FANS 1.0 v FEAK WATTS BxEx746/(CXI 2,13 a CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page: 36 of 44 1 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 2A 2,300 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 345 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN a FAN DESCRIPTION Supply Fan IC DESIGN BRAKE HP 2.400 © o EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 116 OF 26 OF 79 OF 74 OF 70 OF 15.159 15,985 62 072 40,332 0 n/a 3.104 2,0171 0 0 0 0 3,1041 2,01 83,439 60,350 1.21 1.43 10G,961 86,301 811,068 69,056 Btu j Hr Btu / Hr a NUMBER OF FANS 1.0 0 PEAK WATTS BxEx746/(CXI 2,13 a CFM (Supply Fans) 4,100 TOTALS 9 13111 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page:37 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 1 E 2,400 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 180 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 1.800 © a EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLI qG HEATING 116 of 26 of 79 of 74 of 70 of 7 902 8,362 31,336 14,897 0 n/ 1,567 745 0 0 0 0 1,5671 745 42,433 24,748 1.21 1.43 511,344 35,389 4S,3701 1 39,461 Btu . Hr Btu / Hr 0 NUMBER OF FANS 1.0 0 FEAK WATTS BxEx746/(CXD 1,599 a CFM (Supply Fans) 2,000 TOTALS 1 599 2 000 TOTAL FAN SYSTEM POWER DEMAND 0.799 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page: 38 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 1 D 2,100 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 315 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN a FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 2.400 © D EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING OF 26 OF OF OF 70 OF 116 79 74 12,712 14,620 33,755 n/ 1,688 0 0 1 1,688 51,751 1.43 74,004 59,354 0 2968 0 0 2,9681 7$,002 1.21 94,382 8-.,991 1 69,056 Btu m Hr Btu / Hr 0 NUMBER OF FANS 1.0 0 FEAK WATTS Bx=x746/(CXI 2,13 a CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page: 39 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 1 C 2,100 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: -DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 315 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FA] FAN DESCRIPTION Supply Fan a DESIGN BRAKE HP 2.400 a a EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLIVG HEATING 116 OF 26 OF 79 OF 74 OF 70 OF 13 519 14,631 56,772 30,950 0 n/a 2839 1,54 0 0 0 0 2,8391 1,54 75,972 48,676 1.21 1.43 91,926 69,607 8-,2811 69,056 Btu A Hr Btu / Hr 0 NUMBER OF FANS 1.0 It] PEAK WATTS Bx°x746/(CXD a CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page:40 of 44 j MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 1 B 2,300 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. —71 SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 345 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN M FA] FAN DESCRIPTION Supply Fan DESIGN BRAKE HP 2.400 a a EFFICIENCY MOTOR I DRIVE 84.0%1 100.00 NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLIVG HEATING 116 OF 26 OF 79 OF 74 OF 70 OF 15 169 16,001 5G,611 36,614 0 n/ Z,981 1,83 0 0 0 0 2,981 1,83 80,757 56,276 1.21 1.43 97,716 80,475 81,0321 1 69,056 Btu . Hr Btu / Hr FE] NUMBER OF FANS 1.0 a FREAK WATTS Bx=x746/(CX 2,13 a CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-xxx Page:41 of 44 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DATE La Quinta Buisness Center 10/28/2005 SYSTEM NAME FLOOR AREA 1A 2,300 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: - OUTDOOR DRY BULB TEMPERATURE - OUTDOOR WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B 345 CFM (MECH 3; COLUMN 1) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FA] FAN DESCRIPTION Supply Fan a DESIGN BRAKE HP 2.400 © a EFFICIENCY MOTOR I DRIVE 84.0%1 100.0% NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. COOLING HEATING 116 OF 26 OF 79 OF 741 OF 70 OF 15,181 16,001 56,864 36,598 0 n/a 2843 1,830 0 0 0 0 2,8431 1 1,830 77,7321 56,259 1.21 1.43 94,055 80,450 8C,9851 1 69,056 Btu A Hr Btu / Hr a NUMBER OF FANS 1.0 FE] PEAK WATTS B Ex746/(CX 2,13 CFM (Supply Fans) 4,100 TOTALS 2131 4100 TOTAL FAN SYSTEM POWER DEMAND 0.520 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4680 Job Number: 05-mx Page: 42 of 44 191tCHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. ❑ § 115(a) Fan type central furnaces shall not have a pilot light. § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or ❑ § 122(e)1 B An occupancy sensor to control the operating period of the system; or ❑ § 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the system. a§ 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. ® § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. ❑ § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 3.1 By EnergySoft User Number: 4680 Job Number: 05-xxx Page:43 of 44 �MtCHANICAL MANDATORY MEASURES Part 2 of 2 MECH'-MM PROJECT NAME DATE La Quinta Buisness Center 1 10/28/2005 Description Designer Enforcement Ventilation § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. X] § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or ❑ § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or § 121(f)4 Another method approved by the Commission. Service Water Heating Systems ❑ § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. ❑ § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro 3.1 By EnergySoft Usef Number: 4680 Job Number: 05-xxx Page:44 of 44 Bin #w GZ City of La Quinta Building u Safety Division Permit €/ P.O. Bo95 x 1504, 78-4Calle Tampico `21 La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: 143C,74 (,Jg S H /�/doro �/ •ST Owner's Name: /q . CE/v77C E LG C A. P. Number. 6 0 70 O,S' D Address: 4y5/Y Twp Ct= Legal Description: City; ST, Zip: F,¢ W► '2Xss-jer r d 9ZZ49 a Contractor:hone: /I'fA R v�ST Tele p 7( a, ZS'O k Y 8s' . Address: qZ Z o d (�q S N raJ 6Tb�1 17'r PM /9-.3 Project Description: SEZq N4/L247_/✓S' -city, STZi : (24 92.2,CL7 04 Telephone: 3 60 740P G / State Lic. # : $'� i, Z99 . City Lie. #: �{.q y a Arch., Engr., Designer: Address: ) o EDEA i'vl City,: ST, Zip: R U 1 N£ CA 8 2 6/ 8 Telephone: 9 yCJ . G 40. 9/ Z $ construction Type: COW 74 C-ccupancy: OFFICE State Lic. #: Pro ecf type (circle one): New Add'a Alter Repair Demo Name of Contact Person: SCOT-' 9710M ES Sq: Ft :# Stories: #Units: Telephone # of Contact Person: 76-5 O . 25-6 .. (b4 Estimated Value of Project q7/o7 APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd .: Recc'd TRACKING . PERMIT FEES Plan Sets Z oL Plan Check submitted (1 8. Item Amount Structural Cales. Reviewed, ready for corrections Plan'Ch,.,k Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy .Cales.. .a Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading.plan 2" Review, ready fo eorrectio /issue 2 7� Electrical Subcontactor List Called Contact PersonZ ,Plumbing Grant Deed Plans pi up H.O.A. ApprovalPlans resubmitted . c7 Grading IN HOUSE:- . '" Review, ready for correctionsrssue 2 g Developer Impact Fee.. ; Planning ApprovalCalled Contact Person Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees .' .... ll OB��—ONBOARDCP i f Os 1 Qfb -� w PI&O Grambe , - A;,� i 2`� o:� coo PR CDL7 i ON 3/1+ 07 0A/ BOARD (in b« ll � P.O. Box 1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING& SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 Finance Department, Please Collect The Following Fees For The Services Rendered HTE APPLICATION No. 05-2115 PROJECT: 2 STORY SHELL BUILDING - LA QUINTA BUSINESS CENTRE (under , construction) ADDRESS: 43-576 WASHINGTON CUSTOMER: SCOTT STOKES SERVICES RENDERED: Plan Review for REVISIONS TO "SHELL" BUILDING STAIR LAYOUT,HVAC UNITS,REDUCING CORRIDOR AREA,DELETING 2 SKYLIGHTS, RELOCATE . DRINKING FOUNTAINS AND INCREASING TENANT AREA 1 ST FLR TO 9006 SF, 2ND FLR TO 9613 SF. [MAX OCCUPANCY PER FLOOR .IS 100 OCCUPANTS FOR NON -RATED CORRIDOR PER 2001 CBC 1004.3.4.3 EXCEPTION #5] STRUCTURAL,ELECTRICAL, MECHANICAL AND PLUMBING SHEETS REVISED TO COORDINATE CHANGES. Fees Plan Review: ........... $ 1 ...................... .. 2.50 (5.5 hr X $35/hr) TOTAL FEES NOW DUE: .............. ................... $ 192.50 Date: _March 28, 2007 Initials MAR 2 8 2007 CITY OF LA QUINTA! FINANCE DEPT. i TITLE 24 REPORT Title 24 Report for: La.Quinta Business Centre 43-576 Washington St. La Quinta, CA Project Designer: Ware Malcomb 10 Edelman Irvine, CA 92.618 (949) 660-9128 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA Z0 ��....r.- Po�s.n •--. Report Prepared By: John Jolly C+J Technical Solutions and Services, Inc. 1320 Valley Vista Dr. Suite 206 Diamond Bar, CA 91765 (909) 896-3631 Job Number: Date: 11/16/2006 ` FEB 0 7 2007 I The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This pr)gram 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.com. EnergyPro 4.2 by EnergySoft Job Number: C06180 User Number: 5950 7 s! �?lc�i'S WAI I TABLE OF CONTENTS. Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV -MM Envelope Mandatory Measures Form MECH-MM Mechanical Mandatory Measures HVAC System Heating and Cooling Loads Summary 1 2 3 13 14 16 i EnergyPro 4.2 by EnergySoft Job Number:C06180 User Number: 5950 IPERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -11 PROJECT NAME This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the CATE La Quinta Business Centre BUILDING CONDITIONED FLOOR AREA 11-i 6-06 22,321 sy.Ft. 11/16/2006 PROJECT ADDRESS �( NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL HOTEL/MCTEL GUEST ROOM 43-576 Washington St. La Quints ® NEW CONSTRUCTION Ej ADDITION EXISTING : ADDITION/ALTERATION Building Permit f1 PRINCIPAL DESIGNER - ENVELOPE TELEPHONE 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to Ware Malcomb (949) 660-9128 El El 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section DOCUMENTATION AUTHOR C+J Technical Solutions and Services, Inca TELEPHONE (909) 896-3631 Checked by/Date Enforcement Agency Use GENERAL INFORMATION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 11-i 6-06 22,321 sy.Ft. CLIMATE ZONE 15 BUILDING TYPE �( NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL HOTEL/MCTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION Ej ADDITION EXISTING : ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation Is accurate and con1plet,9. DOCUMENTATION AUTHOR SIGNATURV D John Jolly6 me this set of constructior docu is is The Principal Designer hereby certifys that the proposed buildin sign reFiNeoncy consistent with the other compliance forms and worksheets, w' t e specifns, d with any other calcula ions s mitts with this permit application. The proposed building as designed meets(the energy e requirements contained in secti ns 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in he State of California as a civil engineer, mechanical engineer, or I am a licensed architect. El El 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. n ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign :his document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures ENV -1 Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE Ware Malcomb LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of hIs-Submittta Required or PRINCIPAL LIGHTING DESIGNER - NAME SI NA LIC. NO. DAT li>LZ t o ', q D i MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measure. Required Forms MECH-1 MECH-2 MECH-3 MECH-5 PRINCIPAL MECHANICAL DESIGNER - NAME SIG LIC. NO. DA POLAR BARR AIR CONDITIONING INC ��6 '(S JE' I EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:3 of 19 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 PROJECT NAME DATE La Ouinta Business Centre 1 11/16/2006 ENERGY COMPONENT Standard Design Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type Proposed Design sqft. sq ft. sqft. Compliance Margin Space Heating Space Cooling Indoor Fans. Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process 0.91 0.45 0.46 208.43 159.98 48.45 47.73 51.00 -3.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 79.39 79.39 0.00 82.81 82.81 0.00 0.00 0.00 0.00 TOTALS: 419.27 373.64 45.63 Percent better than Standard: 10.9% ( 10.9% excluding process) Building Orientation Number of Stories Number of Systems Number of Zones N 0 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type 22,321 0 11,156 Natural Gas sqft. sq ft. sqft. 2 19 5 857 sqft. Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 1,755 sqft. 857 sqft. 48.8% Left Elevation (E) 2,810 sqft. 1,252 sqft. 44.6% Rear Elevation s 1,859 sqft. 788 sqft. 42.4% Right Elevation (W) 2,455 Total 8,879 Roof 11,165 sqft. sqft. sqft. 1,211 4,108 224 sqft. sqft. sqft. 49.3% 2.0% Standard Proposed Lighting Power Density 1.197 W/sgft. 1.169 W/sgft. Prescriptive Env. Heat Loss 4,676 Btu/h 3,838 Btu/h Prescriptive Env. Heat Gain 429,679 Btu/h-F 468,531 Btu/h-F Remarks: I EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:4 of 19 1 (PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 I PROJECT NAME La Quinta Business Centre DATE 11 /16/2006 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sgft.) Inst. LPD (W/sf)1 Ctrl. Allowed LPD Proc. Credits Area I Tailored Loads (W/sf)2 /s 3 (W/S4 (W/sf) AC - 1 st Floor - Lobby Zone 1 - Lobby/Entran Lobby, Main Entry 820 •1.50 AC - First Floor Zone 1 - Office Office 9,294 -1.20 Zone 2 - RR/Corridors Corridor/Restroom/Support 1,042 0.000 AC -'2nd Floor - Lobby Zone 1 -Lobby Lobby, Main Entry 1,018 -1.50 AC - 2nd Floor - Office Zone 1 - Office Office 10,147 '1.20 Notes: 1. See LTG -2-C 2. See LTG -4•C 3. See LTG -5-C . (items marked with asterisk, see LTG -2 -C by others) (by others) 4. See LTG -6-C Items above rquire special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specined in inis cnecKnst. i nese nems require speciar written lusuucauon and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System "York E2RC060S06" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. The HVAC System "York BHP060" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. The HVAC System "York BHP048" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. The HVAC System "York E1 R0048" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER requirement. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate w-Itten justification and documentation for their use have been provided by the applicant. Authorized Signature or I EneravPro 4.2 by EnergvSoft User Number: 5950 Job Number: C06180 Paae:5 of 19 CERTIFICATE OF COMPLIANCE ENV -1 -Cl PROJECT NAME DATE La Quinta Business Centre 11/16/2006 OPAQUE SURFACES # Surface T e Area U -Fac. Insulation Cay. Cont. Act. Am. Tilt Cond: 1 Status Joint Appendix IV Reference Location / Comments 1 Wall 69 0.171 None R-11.0 270 90 New 13-F5 Zone 1 - Lobb /Entrap 2 Wall 60 0.171 None R-11.0 0 90 New 13-F5 Zone 1 - Office 3 Wall 261 0.171 None R-11.0 270 90 New 13-F5 Zone 1 -Office 4 Wall 20 0.171 None R-11.0 90 90 New 13-F5 Zone 1 - Office 5 lWall 1 207 0.171 None R-1 1.01 180 90 New 13-F5 Zone 1 - Office 6 Wall 252 0.1711 None R-11.0 180 90 New 13-F5 Zone 1 - Office 7 Wall 328 0.171 None R-11.0 90 90 New 13-F5 Zone 1 - Office 8 Wall 44 0.171 None R-11.0 0 90 New 13-F5 Zone 1 - Office 9 Wall 256 0.171 None R-11.0 270 90 New 13-F5 Zone 1 - Office 10 Wall 20 0.171 None R-11.0 90 90 New 13-F5 Zone 1 - Office 11 Wall 60 0.171 None R-11.0 180 1 90 New 113-F5 Zone 1 - Office 12 lWall 1 242 0.171 None R-11.0 0 90 New 113-F5 Zone 1 - Office 13 Wall 363 0.171 None R-1.1.0 90 90 New 13-F5 Zone 1 - Office 14 Wall 28 0.171 None R-11.0 0 90 New 13-F5 Zone 2 - RR/Corridors 15 Wall 28 0.171 None R-11.0 180 90 New 13-F5 Zone 2 - RR/Corridors 16 Roof 794 0.036 R-30 R-0.0 0 0 New 02-A9 Zone 1 -Lobby 17 Wall 60 0.171 None R-11.0 0 90 New 13-F5 Zone 1 - Office 18 Wall 4641 0.171 None R-11.0 180 90 1 New 13-F5 Zone 1 - Office 19 Wall 3291 0.171 Nonel R-11.0 270 90 1 New 113-F5 Zone 1 - Office 20 Wall1 4161 0.1711 None R-11.0 90 90 1 New 13-F5 Zone 1 - Office I FENESTRATION SURFACES I FI�� More than or equal to 10,000 sq.ft. of site -built fenestration area must Include a label certificate either Issued by NFRC or provide a CEC Default Label Certificate using the default U-Iaclors from I t Rt. .,1. .4, Tnhln 71n -A and R r-Iffi to shall hw Iliad In thw enntmetne. nrnlnet nffim durinn m-tmntlen and In the hulldinn manners oHlra after ennstmetlnn # T pe ## Exterior Shade Type Window Overhang_ Left Fin Right Fin SHGC Hgt. Wd. Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hot. Area U -Fac' SHGC2 Act. Am. Cond. Stat. Glazing_lype Location/ Comments 1 Window Right W 141 0.570 NFRC 0.35 NFRC 270 New La Quinta Glass Zone 1 - Lobb /Entrap 2 Window Right W 289 0.570 NFRC 0.35 NFRC 270 New La Quinta Glass Zone 1 - Office 3 Window Rear S 82 0.570 NFRC 0.35 NFRC 180 New La Quinta Glass Zone 1 - Office 4 Window Rear S 138 0.570 NFRC 0.35 NFRC 180 New La Quinta Glass Zone 1 - Office 5 iWindow Left E 332 0.570 NFRCl 0.35 NFACI 901 New La Quinta Glass Zone 1 - Office 6 Window Front (N) 151 0.570 NFRC 0.35 NFRC 01 New La Quinta Glass Zone 1 - Office 7 Window Right W 289 0.570 NFRC 0.35 NFRC 270 New La Quinta Glass Zone 1 - Office 8 Window Front N 138 0.570 NFRC 0.35 NFRC 0 New La Quinta Glass Zone 1 - Office 9 Window Left E 332 0.570 NFRC 0.35 NFRC 90 New La Quinta Glass Zone 1 - Office 10 Window Front N 122 0.570 NFRC 0.35 NFRC 0 New La Quinta Glass Zone 2 - RR/Corridors 11 Window Rear S) 122 0.570 NFRC 0.35 NFRC 180 New La Quinta Glass Zone 2 - RR/Corridors 12 Sk li ht Front N 224 142801116 -Al 0.80 116 B 0 New Sin le Metal Clear Zone 1 -Lobby 13 Window Rear S 446 0.570 NFRC 0.35 NFRC 180 New La Quinta Glass Zone 1 - Office 1 U -f 1) actor Type: 116-A Default Table from Standards, Table NI -1 Default Table from the ACM Manual Appendix, NFRC Labeled value. 2) SHGC Type: 116-9 Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING ## Exterior Shade Type Window Overhang_ Left Fin Right Fin SHGC Hgt. Wd. Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hot. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None 0.76 9 None 0.76 10 None 0.76 11 None 0.76 12 None 1.00 13 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES ❑The proposed building contains an enclosed space with floor area greater than 25,000 sq.fl, a ceiling height greater than 15 feet and a LPD for general lighting o1 at least 0.5 Wlsq.ft. If this box Is checked, ENV -4-C must be filled out when submitting under the Prescriptive Compliance Approach. Run Initiation Time: 11/16/0617:32:13 Run Code: 1163727133 EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:6 of 19 ICERTIFICATE OF COMPLIANCE ENV -1-C] (PROJECT NAME DATE La Quinta Business Centre 11/16/2006 OPAQUE SURFACES # Surface T e Area U -Fac. Insulation Cay. Cont. Act. Am. Tilt Cond: Status Joint Appendix IV Reference Location / Comments 21 Roof 4,828 0.036 R-30 R-0.0 0 0 New 02-A9 Zone 1 - Office 22 Roof 194 0.036 R-30 R-0.0 0 0 New 02-A9 Zone 1 - Office 23 Wall 464 0.171 None R-11.0 0 90 New 13-175 Zone 1 -Office 24 Wall 60 0.171 None R-11.0 180 90 New 13-F5 Zone 1 - Office 25 lWall 329 0.171 None R-11.0 270 90 New 13-F5 Zone 1 - Office 26 lWall 411 0.171 None R-11.0 90 90 New 13-F5 Zone 1 - Office 27 Roof 5,125 0.036 R-30 R-0.0 0 0 New 02-A9 Zone 1 - Office E, A. R f-1 More than or equal to 10,000 sq.ft. of site -built fenestration area must include a label certificate either Issued by NFRC or provide a CEC Default Label Certificate using he default 1.1 -factors from # Type Area U -Fac' SHGCZ Act Am. Cond. Stat. Glazing_ype Location/ Comments 14 Window 15 Window Right Left W E) 246 0.570 NFRC 294 0.570 NFRC 0.35 NFRC 0.35 NFRC 270 90 New New La-Quinta Glass La Quinta Glass Zone 1 -Office Zone 1 - Office 16 Window Front N 446 0.570 NFRC 0.35 NFRC 0 New La Quinta Glass Zone 1 - Office 17 Window Right W 246 0.570 NFRC 0.35 NFRCI 270 New La Quinta Glass Zone 1 - Office 18 Window Left E 294 0.570 NFRCI 0.35 NFRCj 90 New La Quinta Glass Zone 1 - Office 1 U -factor Type: 116-A Default I swe from bl8noaras. more Ni -i ueraun l auto Dom trio — manus, nypanuu, nrn� ioua,w •a,.,o. 2 SHGC Tvoe: 116-8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING ## Exterior Shade Type Window ' Overhang Left Fin Right Fin SHGC Hgt. Wd. Len. H t. LExt.RExt. Dist. Len. Hgt. Dist. Len. H t. 14 None 0.76 15 None 0.76 16 None 0.76 17 None 0.76 18 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed ouhmng contains an encrosea space wan noon area greater .nan aa,uuu ay.ra a coming rro,arr. a,oa,or .,.-.. ,- .��. -... - -. .-• n-• •-••-• • n-• ••a -• -• •••••-• _._ ...-�.........._ box Is checked, ENV -4C must be filled out when submitting under the Prescriptive Compliance Approach. EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:7 of 19 CERTIFICATE OF COMPLIANCE MECH-I-C PROJECT NAME CATE La Quinta Business Centre I 11/16/2006 uesigner: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If.all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE ❑ MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing Test required on all New systems both New Construction and Retrofit.. ❑ MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing Test required on all Now systems both Now Construction and Retrofit. ❑ MECH-4-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing Test required on all New systems both New Construction and Retrofil. Units with economizers that are Installed at the factory and certified with the commission do not require equipment testing but do require construction Inspection. ❑ MECH-5-A: Air Distribution Acceptance Document Equipment requiring acceptance testing ThLs test required If the unit serves 5,000 02 of space or less and 25% or more of the ducts are In noncondltioned or semlconditioned space like an attic. Newsystems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the packaged unit. ❑ MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing All now DCV controls installed on new or existing packaged systems must be tested. ❑ MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VA fan volume controls installed on new or existing systems must be tested ❑ MECH-8-A:-Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chilled and hotwatersystems. -Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps are connected to a common header. -Supply Water Temperature Reset Controls Applies to new constant flow chilled and hot water systems that have a design rapacity greater than or equal to 500,000 BtuRu. -Water-loop Heat Pump Controls Applies to all new watedoop heat pump systems where the combined bop pumps are greater than 5 hp. -Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Equipment re uirin acceptance testing EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:B of 19 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C PROJECT NAME GATE La Quinta Business Centre 11/16/2006 SYSTEM FEATURES ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance AIR SYSTEMS, Central or Single Zone AC - 1 st Floor - Lobby AC - First FloorAC - 2nd Floor - Lobby 1 8 2 Reference on Plans or Specification 1 112(a) 8.00 HSPF 8.00 HSPF 7.70 HSPF 112(a) 13.0 SEER / 11.0 EER 13.0 SEER / 10.8 EER 13.0 SEER / 11.3 EER 112(b) Yes Yes Yes 112(c), 115(a) n/a n/a n/a 121(b) No No No 121(b) 62 cfm 1472 cfm 76 cfm 121 c No No No 121(c) No No No 121 c 122(e) Programmable Switch Pro rammable Switch Programmable Switch 122(e) Heating & Cooling Required Heating & Cooling Re uired Heating & Cooling Required 122 Gravitv Gravity Gravit 122(g) n/a . n/a n/a 123 Constant Temp Constant Temp 124 R-4.2 R-4.2 144 a & b n/a n/a n/a 144 a & b 29,355 btuh 289,802 btuh 56;212 btuh 144 a & b n/a n/a n/a 144 a & b 34,747 btuh 331,019 btuh 71,566 btuh 144 c Constant Volume Constant Volume Constant Volume 144 c 144 c No No No 144 d No No No 144 a No Economizer No Economizer No Economizer 144 f Constant Temp Constant Temp Constant Tem 144 (f) Constant Temp Constant Temp Constant Temp 144 (k) No No No 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put °N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put In reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sgft; Has > 25% duct in unconditioned space. Duct sealing is, required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. Run Initiation Time: 11/16/06 17:32:13 Run Code: 1163727133 EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:9 of 19 i UR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C PROJECT NAME SATE La Quinta Business Centre 11/16/2006 ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance T-24 Section AIR SYSTEMS, Central or Single Zone AC - 2nd Floor - Office 8 Reference on Plans or Speci icaticn t 112(a) 7.70 HSPF 144 a & b 112(a) 13.0 SEER / 11.2 EER n/a 112(b) Yes 144 c 112(c), 115(a) n/a 121(b) No 144 d 121(b) 1522 cfm No Economizer 121 c No 144 (f) 121(c) No No 121(c), 122(e) Pro rammable Switch 122(e) Heating & Cooling Required 122 Gravity 122(g) n/a 123 124 R-4.2 144 (a& b n/a 144 a & b 279,809 btuh 144 a & b n/a 144 a & b 359,125 btuh 144 c Constant Volume 144 (c 144 c No 144 d No 144 a No Economizer 144 f Constant Tem 144 (f) Constant Temp 144 k No 1: For each central and single zone air systems (or group of similar units) fill In the reference to sheet number and/or specification section and pa agraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqf ; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. I Hun -initiation lime: 11/lb/ub 17:3z:13 Hun GOOe: 11 b3/z7133 I EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06160 Page:10 of 19 1 (MECHANICAL VENTILATION MECH-3-CI PROJECT NAME DATE La Quinta Business Centre 11/16/2006 PRESCRIPTIVE REHEAT LIMITATION (Section 144(d)) MECHANICAL VENTILATION Section 121 (b)2) El AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J. K L M N ZONE/SYSTEM n a N ^. TOO 3 0 -n CD A n �� 9 0 W� 3 x D OM Z N 3 O l7 � � 0 �I N n � � � ,� m�7 x n TAT ,. 7 E 0 t►i O SOC n < -n fie T .. N mn7 � ca c_ O.S. '11 ga 0 'D— A " H 0 .0 .xO o 0 W; X C3 C) 2 _n?: U) o 'O 2.5i �. D Zone 1 - Lobby/Entran 820 0.15 123 123 62 62 AC - 1 st Floor - Lobby Total 123 62 Zone 1 - Office 9,294 0.15 1,394 1,394 1,394 Zone 2 - RR/Corridors 1,042 0.151 156 156 78 78 AC - First Floor Total 1,550 1,472 one 1 -Lobby 1,018 0.15 153 153 76 76 AC - 2nd Floor - Lobby Total 153 76 Zone 1 -Office 10,147 0.151 1,522 1,522 1,522 AC - 2nd Floor - Office I Total 1 1,522 1,522 Minimum e l i r er Section 121Table 121 -A E Based on fixed seat or the areater o1 the expected number of occupants and 505 of the CBC occupant load for efiress purposes fors aces without fixed beating. H Required Ventilation Air REO'D V.A. Is the Is er of the ventilatlon rates calculated on and AREA or OCCUPANCY BASIS column 0 or G). I Must be greater than orequal to H or use Transfer Air column NJ to make up the difference. J Design fan supply dm Fan CFM x 30%; or ' K Condition area ft. s x 04 cfm/It. s .• or L Maximumof Columns H, J. K, or 300 cfm M Tmust be less than or equal to Column L and greater that or equal to the sum of Columns H + N. his N Transfer air must be provided where the Required Ventilation Air (column H) Is greater than the Design Minimum Air (column M). Where required, transferalr must be greater than or equal to the difference between the Required Ventilation Air (column H) and the Design Minimum Air (column M), column H - M. EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page: 11 of 19 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C PROJECT NAMEI'ATEI La Quinta Business Centre 1/16/2006 CHILLER AND TOWER SUMMARY Efficiency Tons PUMPS System Type Oty Equipment Name Equipment Type city. Tot. Oty GPM BHP Motor Eff. Drive Eft. Pump Control 1 47,000 0.0 8.00 HSPF 45,00013.0 SEER/ 11.0 EER New No Economizer York E2RC060S06 Split DX 8 58,000 0.0 8.00 HSPF 57,500 13.0 SEER / 10.8 EER New No Economizer York BHP048 Packaged DX 1 21 45,0001 0.0 7.70 HSPFj 47,00013.0 SEER / 11.3 EERI New No Economizer York BHP060 1 DHW / BOILER SUMMARY Packaaed DX Energy Standby ANK INSUL. Rated Vol. Condition Factor Loss or Ext. System Name System Type Distribution Type OtyInput I (Gals.) I Status I or RE I Pilot I R -Val. MULTI -FAMILY CENTRAL WATER HEATING DETAILS. I U-0 W.f.. D.- I 14M Wafar Pininn 1 annth (t) Add 1/2" Control # HP T pe In Plenum Outside B.iried Insulation Aux. Condtlon System Name System Type Oty Output kW Eff. Output Efficient Statis Economizer Ty pe York El RD048 Split DX 1 47,000 0.0 8.00 HSPF 45,00013.0 SEER/ 11.0 EER New No Economizer York E2RC060S06 Split DX 8 58,000 0.0 8.00 HSPF 57,500 13.0 SEER / 10.8 EER New No Economizer York BHP048 Packaged DX 1 21 45,0001 0.0 7.70 HSPFj 47,00013.0 SEER / 11.3 EERI New No Economizer York BHP060 1 Packaaed DX 8 56.000 0.0 7.70 HSPF 55,00013.0 SEER / 11.2 EER New No Economizer (ENVELOPE MANDATORY MEASURES ENV -MM I PROJECT NAME CATE La Quinta Business Centre 11./16/2006 DESCRIPTION Designer Enforcement F§118(,) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for Insulating material, Title 20, Chapter 4,Article 3. ,0 § 118(c) All Insulating Materials shall be Installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. FX]§ 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). § 116(,)1 Manufactured Doors and Windows Installed shall have air Infiltration rates not exceeding those shown In Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. §118(e) Demising Walls In Nonresidential Buildings: The opaque portions of framed demising walls In nonresidential buildings shall have insulation with an Installed R -value of no less than R-13 between framing members. i i EnergyPro By EnergySoft User Number: User. Job Number: C06180 Page:13 of 19 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME DATE La Quinta Business Centre 11/16/2006 DESCRIPTION Desine Enforcement Equipment and Systems Efficiencies FX-] §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. ❑ § 115(a) Fan type central furnaces shall not have a pilot light. ❑ § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be Insulated In accordance with Standards Section 123. § 124 Air handling duct systems shall be Installed and Insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls § 122(e) Each space conditioning system shall be Installed with one of the following: a§ 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be Installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is Interrupted; or. § 122(e)1 B An occupancy sensor to control the operating' -period of the system; or § 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the system. § 122(e)2 Each space conditioning system shall be Installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(8) Each space -conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with Isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of other Isolation areas; and shall be controlled by a time control device as described above. ® § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling Is shut off or reduced to a minimum. RX § 122(c) Thermostats shall have numeric setpoints In degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. ❑ § 112(b) Heat pumps shall be Installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro By EnergySoft User Number: User Job Number: C06180 Page: 14 of 19 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME DATE La Quinta Business Centre 11/16/2006 Description Designer Enforcement Ventilation § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. § 122(f) Gravity or automatic dampers interlocked and closed an fan shutdown shall be provided on the outside air Intakes and discharges of all space conditioning and exhaust systems. F] § 122(1) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. FXJ § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the Installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the Installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or F § 121(04 Another method approved by the Commission. Service Water Heating Systems ❑ § 113(b)2 if a circulating hot water system Is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water. is not required. F1§ 113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro By EnergySoft User Number: User Job Number: C06180 Page: 15 of 19 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME LATE La Quinta Business Centre 11/16/2006 SYSTEM NAME FLOOR AREA AC - 1 st Floor - Lobby 820 ENGINEERING CHECKS SYSTEM LOAD Number of Svstems 1 COIL COOLING PEAK COIL HTG. PEAK Output per System 47,000 CFM I Sensiblel Latent I I CFM I Sensible Number of Svstems 1 COIL COOLING PEAK COIL HTG. PEAK Output per System 47,000 Total Output (Btuh) 47,000 Output (Btuh/sqft) 57.3 Cooling System Output per System 45,000 Total Output (Btuh) 45,000 Total Output (Tons) 3.8 Total Output (Btuh/sqft) 54.9 Total Output (sgft/Ton) 218.7 Air System CFM per System 1,600 Alrf low (cfm) 1,600 Airflow (cfm/sqft) 1.95 Airflow (cfm/Ton) 426.7 Outside Air ("/o) 3.8 Outside Air (cfm/sgft) 0.08 Note: values above given at ARI conditions 1EATING SYSTEM PSYCHROMETRICS (Airs/ 26.0 of 68.2 of 68.2 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1 21,745 2,289 7333 El RD048 34,747 4,1:4 29,355 Total Adjusted System Output 34,747 4,134 29,355 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Jul 5 prft I I Jan 12 am iam Temperatures at 105.0 of Outside Air 62 cfm Supply Fan Heating Coil 1600 cfm 69.9 of Supply O& Ducts 104.9 of ROOMS 70.0 of Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 108.6 / 77.0 of 75.8 / 62.1 of 75.8 / 62.2 of 55.0 / 53.9 of O Supply Air Ducts Outside Air 62 cfm Supply Fan Cooling Coil 55.5 / 54.1 of 1600 cfm 48.5% R.H. ROOMS 74.5/61.4 of 74.0/61.2 of -- 1 0 ....... A;. n-7 7 E EnerayPro 4.2 by Energysoft User Number: 5950 Job Number: C06180 Page:16 of 19 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE La Quinta Business Centre 11/16/2006 SYSTEM NAME FLOOR AREA AC - First Floor 10 336 SYSTEM LOAD II 26.0 OF 65.8 OF Outside Air 1472 cfm Supply Fan 16000 cfm 69.8 of TOOLING E 12.0 / 77.9 of Outside .�j_� 1472 cfm 74.6/61.7 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK 65.8 ofAK COIL HTG. PE CFM ISensiblel Latent I CFM I Sensible 9,967 201,542 25,028 1,781 66,345 0 10,077 3,317 0 0 1,472 58,606 . 28,480 1,472 68,634 0 0 10,077 3,317 280,4011 53 508 141 613 E2RC060S06 331,019 67,6-2 289,802 Total Adjusted System Output331,ois 67,6'2 289,802 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 3 pm Jan 12 am 105.0 of Heating Coil k Return Air Ducts 4 78.0 / 63.4 of 78.0 / 63.5 of 55.0 / 53.8 of Supply Fan Cooling Coil 16000 cfm Supply 4ir Ducts 104.8 of ROOMS 70.0 of Supply Air Ducts 55.6/54.1OF 49.4% ..H. ROOMS] 74.0 / 61.5 of h Return Air Ducts `S- Energypro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Pagel? of 19 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DOTE La Quinta Business Centre 11/16/2006 SYSTEM NAME FLOOR AREA AC - 2nd Floor - Lobbv 1,018 109.0 / 75.1 of Outside �� 76 cfm 74.9/61.4 of me of 75.7 / 61.9 of 55.0 / 53.9 of Supply Fa 3200 Orn Cooling Coil 55.0 / 53.9 of Supply Air Ducts Fan 55.9 / 54.2 of 48.1% 3.H. ROOMS 74.0 / 61.1 OF k Return Air Ducts 11 EnergyPro 4.2 by EnergySoft User Number: 5950 Job Number: C06180 Page:18 of 19 J HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME GATE La Quinta Business Centre 11/16/2006 SYSTEM NAME FLOOR AREA AC - 2nd Floor - Office 10,147 26.0 of Outside �� 1522 cfm 69.8 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensiblel Latent I CFM I Sensible 11,646 235,479 25,875 2,271 84,578 0 11,774 4,229 0 0 1,522 60,432 29,3S Eiiii 70,869 0 0 11,774 4,229 319,4591 55 271 163 904 York BHP060 359,125 22,818 279,809 Total Adjusted System Output35x,125 22,888 279,809 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Aug 3 pm Jan 12 am -earn Temoeratures at Time of Heating Peak) 65.6 OF m 105.0 OF Heating Coil 0 Supply Fan 16000 cfm 105.0 of -� Supply kir Ducts 104.8 of ROOMS 70.0 of Return Air Ducts J TOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 12.0 / 77.9 of 78.2 / 63.6 of 55.0 / 53.8 of 55.0 / 53.8 of O Supply Air Ducts Outside Air 1522 cfm Cooling Coil Supply Fan 55.7 / 54.1 of 16000 cfm 49.4% R.H. ROOMS 74.7/61.7OF 74.0/61.5OF Return Air Ducts I EnergyPro 4.2 by EnergySott User Number: 5950 Job Number: C06180 Pane:19 of 19 1 l 0� 0 G � �4 P.O. Box 1504 BUILDING_ & SAFETY DEPARTMENT Cp ,9ti `SOF 78-495 CALLE TAMPICO (760) 777-7012 f LA QUINTA, CALIFORNIA 92253 FAX 760 777-7011 NON RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: February 23, 2007 STATUS: Second Review PLAN CHECKED BY: Burt Hanada TELEPHONE NUMBER: 760-777-7023 ADDRESS: 43-576 Washington St. DESCRIPTION: Rev. to Bldg. under constr. APPLICANT: Scott Stokes 250-8485 PLAN CHECK #: 05-2115 This submittal has been checked for compliance with the 2001 California Building, Mechanical, Plumbing, 2004 Electrical Codes (CBC, CMC; CPC;.and CEC, respectively), the 2005 California Energy Code and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 3 Sets — Plans (Non Struct, Struct & CDD) 2, Sets - Energy Reports This Correction List BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: 1 Set — Redlined Non Struct Plans 3 Sets — Revised Plans (Including Plumbing) 2 Sets — Energy Reports from 2"d submittal This Correction List w/ Written Responses Fire Approval letter INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the convection can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. - 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Non Residential Plan Check Correction List (os) Page 1 of 2 City of La Quinta SECTION A - GENERAL 1) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual, shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Resubmittals will not be accepted with signatures missing. 2) New Item: Submitted Index Sheet A0.1 under "Occupant Loads — Net Areas" does not reflect the added office area as a result of reducing the corridor areas on both floors of the building. Revise the calculations to reflect this proposed revision and to justify the continued use of a non rated corridor (the approval was based upon occupant loads of less than 100 persons per floor). 3) Provide written evidence of Riverside County Fire Department approval of this Project. Contact the Fire Department directly at (760) 863-8886. 4) Provide PlumbinE, Mechanical and Electrical plans that coordinate with revisions to the Architectural plans and Energy report. Plumbing plans were not submitted for review, this correction remains valid. 5) Please be advised that due to the revision to the Second Floor Plan layout, specific tenant Exiting requirements may impact overall building egress system. This item will be addressed in plan review during the Tenant. Improvement Permit Application. (CBC § 106.3.3) SECTION B - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be four -d. Note 16 on both Floor Plans does not correctly identify relocated drinking fountains. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Non Residential Plan Check Correction List Page 2 of 2 0 • F7 • G • ��; MPS 3 � 1p0`� U SOILS INVESTIGATION Proposed Office Building Development 43576 Washington Street LaQuinta, California Prepared For: Mr. Daniel Entin 17407 Califa Street Encino, California 91316 Project Number 11813-04 December 20, 2004 NorCal Engineering Soils and Geotechnical Consultants 10641 Humbolt Street Los Alamitos, CA 90720 (562) 799-9469 Fax (562) 799-9459 December 20, 2004 Project Number 11813-04 0 Mr. Daniel Entin 17407 Califa Street Encino, California 91316 f RE: SOILS INVESTIGATION - Proposed Office Building Development — Located at 43576 Washington Street, in the City of LaQuinta, California Dear Mr. Entin: A Pursuant to your request, this firm has performed a Geotechnichal Engineering Investigation for the above referenced project in accordance with your authorization. The purpose of this investigation is to evaluate the geotechnical conditions of the • subject site and to provide recommendations for the proposed project. This geotechnical engineering report presents the findings of our study along with conclusions and recommendations for development. 1.0 STRUCTURAL CONSIDERATIONS 1.1 Project Description The purpose of the investigation was to explore the subsurface conditions and to provide preliminary geotechnical engineering design parameters for evaluation of the site with respect to the proposed development. This geotechnical engineering report presents the findings of our study along with engineering analysis and recommendations for the proposed project. It is proposed to construct a two-story office development consisting of 23,760 square feet on the approximately ±1.6 acre parcel. 0 It is anticipated that other improvements will consist of asphalt paved parking/driveway circulation areas and landscaping. 0 Irl L] Ll ! December 20, 2004 Project Number 11813-04 Page 2 2.0 SITE DESCRIPTION 2.1 Location: The property is located within a commercial area situated easterly of Washington Street and northerly of Fred Waring in the City of La Quinta. Existing Improvements: The property is currently undeveloped and recently contained a medical facility which has been demolished. Asphaltic concrete from the previous development is located throughout the property. 2.2 Vegetation: Very minor vegetation was noted. 3.0 FIELD INVESTIGATION 3.1 Site Exploration The investigation consisted of the placement of 5 subsurface test excavations by an extended backhoe to a maximum depth of 12 feet pla:ed strategically in proposed areas of development. Heavy caving limited the depths of our excavations. The explorations were visually classified and logged by a field engineer with locations of the subsurface explorations shown on the attached Site Plan. The exploratory excavations revealed the existing earth materials to consist of a compacted fill soils and sandy alluvium. A detailed description of the subsurface conditions are listec on the excavation logs in Appendix A. These soils are described as follows: Surficial Fill: Surfical fill soils generally classifying as slightly silty SAND with gravel, asphaltic concrete and other debris were encountered across the site to a depth of 1 to 1 Y2 feet. These soils were noted to be medium dense and damp. Natural: An undisturbed alluvium soil was encountered consisting predominately of a light brown, very slightly silty fine to med um grained SAND. These soils were noted to be medium dense and dry to damp. 0 NorCal Engineering December 20, 2004 Project Plumber 11813-04 Page 3 The overall engineering characteristics of the earth material were relatively uniform with each trench. 3.2 Groundwater S No groundwater was encountered to the depth of our trench Excavations. 4.0 LABORATORY TESTS Relatively undisturbed samples of the subsurface soils were obtained to perform laboratory testing and analysis for direct shear, consolidation tests, and to determine in-place moisture/densities. These undisturbed samples consisted of one inch rings with an inside diameter of 2.5 inches. Bulk bag ~ samples were obtained in the upper soils for expansion index tests, maximum density tests and chemical tests. All test results are included in Appendix B, 0 0 unless noted otherwise. 4.1 Field moisture content (ASTM:D 2216) and the dry density of the ring samples were determined in the laboratory. This data is listed on the logs of explorations. 4.2 Maximum density tests (ASTM: D-1557-00) were performed on typical samples of the upper soils. Results of these tests are shown on Table I. 4.3 Expansion index tests in accordance with the Uniform Building Code Standard No. 18-2 were performed on remolded samples o- the upper soils to • determine the expansive characteristics and to provide any necessary recommendations for reinforcement of the slabs -on -grade and the foundations. • Results of these tests are provided on Table II. NorCal Engineering �J 8 • 0 a • A 0 December 20, 2004 Project Number 11813-04 Page 4 4.4 Direct shear tests (ASTM: D-3080) were performed on undisturbed and disturbed samples of the subsurface soils. These tests were performed to determine parameters for the calculation of the safe bearing capacity. The test is performed under saturated conditions at loads of 500 lbs./sq.ft., 1,000 lbs./sq.ft., and 2,000 lbs./sq.ft. with results shown on Plate A. 4.5 Consolidation tests (ASTM: D-2435) were performed on undisturbed samples to determine the differential and total settlement which may be anticipated based upon the proposed loads. Water was added to the samples at a surcharge of one KSF and the settlement curves are plotted on Plate B. 4.6 Soluble sulfate, pH, Resistivity and Chloride tests to dBtermine potential corrosive effects of soils on concrete and metal structures were performed in the laboratory. Test results are discussed later in this report and are included on the attached Tables III. 5.0 SEISMICITY EVALUATION There are no known active or potentially active faults trending toward or through the site. The proposed development lies outside of any Alquist Priolo Special Studies Zone and the potential for damage due to di-ect fault rupture is considered remote. The site is located in an area of high regional seismicity and a maximum horizontal ground acceleration of 0.46g ray occur from a Magnitude 7.4 earthquake along the San Andreas fault zona, which is located approximately 8 kilometers away. Ground shaking originating from earthquakes along other active faults in the region is expected to induce lower horizontal accelerations due to smaller anticipated earthquakes and/or greater distances to other faults. NorCal Engineering • December 20, 2004 Project Number 11813-04 Page 5 • The following earthquake design parameters are based upon the 1997 Uniform Building Code (UBC) for a Seismic Zone 4 with a Z factor of 0.40 and a Soil Profile Type of Sp, a stiff soil profile. 1997 UBC Seismic Design Parameters Distance from Site (San Andreas Fault) ................ 8 km Seismic Source Type ........................................ A Seismic Coefficient = Ca (Table 16-Q) .................. (0.44)Na Seismic Coefficient = C„ (Table 16-R) .................... (0.64)N„ Near -Source Factor Na (Table 16-S) ..................... 1.08 Near -Source Factor N„ (Table 16-T) ..................... 1.32 6.0 LIQUEFACTION • The site is expected to experience ground shaking and earthquake activity that is typical of Southern California area. It is during severe ground shaking that loose, granular soils below the groundwater table can liquefy. Our analysis indicates the potential for liquefaction at this site is considered to be very low due to the groundwater depth in excess of 200 feet within the vicinity area. Thus, the design of the proposed construction in conformarce with the latest Building Code provisions for earthquake design is expected to provide mitigation of ground shaking hazards that are typical to Southern California. i 7.0 CONCLUSIONS AND RECOMMENDATIONS Based upon our evaluations, the proposed development is acceptable from a geotechnical engineering standpoint. By following the recommendations and guidelines set forth in our report, the structures will be sale from excessive • settlements under the anticipated design loadings and conditions. The proposed development shall meet all requirements of the City/County Building Ordinance and will not impose any adverse effect on existing adjacent • structures. 0 NorCal Engineering • • • • 0 a r 11 December 20, 2004 Project Number 11813-04 Page 6 It is recommended that site inspections be performed by a representative of this firm during all grading and construction of the development to verify the findings and recommendations documented in this report. Any unusual conditions which may be encountered in the course of the project development may require the need for additional study and revised recommendations 7.1 Site Grading Recommendations It is recommended that site inspections be performed by a representative of this firm during all grading and construction of the developrent to verify the findings and recommendations documented in this repot. Any unusual conditions which may be encountered in the course of the prDject development may require the need for additional study and revised recomr-iendations. Any vegetation shall be removed and hauled from proposed grading areas prior to the start of grading operations. Any removed soils may be reutilized as compacted fill once any deleterious material or oversized materials (in excess of eight inches) is removed. All grading operations shall be performed in accordance with the attached "Specifications for Placement cf Compacted Filf'. 7.1.1 Removal and Recompaction Recommendations All building areas shall be excavated to a depth to provids a two feet thick compacted fill blanket beneath the proposed foundation including floor slab areas. All pavement areas will require the recompaction of -he upper one foot of subgrade soils. Once excavation bottoms have been approved to the proper depth, the exposed surface shall be scarified to a depth of 12 inches, brought to the proper moisture content and compacted to a minimum of 90% of the laboratory standard prior to placement of any additional compacted fill soils. This fill shall extend a minimum of five horizontal feet or to the depth of vertical overexcavation, whichever is greater, beyond the outside edge of the perimeter foundation. 0 NorCal Engineering December 20, 2004 Project Number 11813-04 Page 7 A diligent search shall be conducted during grading operations in an effort to uncover any underground structures, irrigation or utility lines. If found, these structures and lines shall be either removed or properly abandoned prior to the proposed construction. Care should be taken to provide or maintain adequate r lateral support for all adjacent improvements and structures at all times during the grading operations and construction phase. Adequate drainage away from • the structures, pavement and slopes should be provided at all times. Fluvial and aeolian erosion may effect the site during and after construction and it may be necessary to install wind breaks to limit windblown sediment. 7.2 Shrinkage and Subsidence Results of our in-place density tests reveal that the soil shrinkage will be on the order of 12 to 18% for the fill soils, due to excavation and recompaction, based upon the assumption that the fill is compacted to 92% of maximum dry density per ASTM standards. Subsidence should be 0.1 feet due to earthwork operations. The volume change does not include any allowance for vegetation or organic stripping, removal of subsurface improvements or topographic approximations. Although these values are only approximate, they represent our best estimate 4111 of lost yardage which will likely occur during grading. If more accurate shrinkage and subsidence factors are needed, it is recommended that field testing using the actual equipment and grading techniques should be conducted. 0 0 NorCal Engineering a • f C • i • • PJ s December 20, 2004 Project Number 11813-04 Page 8 7.3 Temporary Excavations Based upon the cohesionless subsurface soils, there is a potential for construction problems involving caving of site excavations. Temporary unsurcharged excavations in the existing site materials less than 3 feet high may be made at a vertical gradient. Temporary unsurcharged excavations from 3 to 5 feet high may be trimmed at a 1 to 1 (horizontal to vertical) gradient. In areas where excavations are greater than 5 feet and/or adjacent to existing structures; shoring, or flatter excavations will be required. No surcharge loads should be allowed within a horizontal distance measured from the top of the excavation slope, equal to the depth of the excavation. 7.4 Foundation Design All foundations may be designed utilizing an allowable soil bearing capacity of 2,000 psf for an embedded depth of 18 inches into approved compacted fill soils. Allowable increases of 200 psf per one foot of additional footing width and 200 psf for each additional six inches of footing depth may be used. The maximum allowable bearing will be 3,000 psf. A soil bearing capacity of 1,000 psf shall be utilized in foundation design where overexcavation beneath and outside foundation cannot be performed due to adjacent strictures or property line conditions. A one third increase may be used when considering short term loading and seismic forces. Isolated foundations may be reinforced at the discretion of the discretion of the project structural engineer. 7.5 Settlement Analysis Resultant pressure curves for the consolidation tests are shown on Plate B. Computations utilizing these curves and the recommended soil bearing capacities reveal that the foundations will experience settlements on the order of 3/4 inch and differential settlements of less than 1/4 inch. NorCal Engineering C. • • • • December 20, 2004 Project Number 11813-04 Page 9 7.6 Lateral Resistance The following values may be utilized in resisting lateral loads imposed on the structure. Requirements of the current Uniform Building Code should be adhered to when the coefficient of friction and passive pressures are combined. Coefficient of Friction - 0.40 Equivalent Passive Fluid Pressure = 250 lbs./ou.ft. Maximum Passive Pressure = 2,500 lbs./cu.ft. The passive pressure recommendations are valid only for compacted fill soils and/or competent native soils. 7.7 Retaining Wall Design Parameters Active earth pressures against retaining walls will be equal to the pressures developed by the following fluid densities. These values are! for granular free draining backfill material placed adjacent to the walls at various ground slopes above the walls. Surface Slope of Retained Materials Equivalent F uid (Horizontal to Vertical) Density (Ib./cu.ft.) Level 30 5 to 1 35 4 to 1 38 3 to 1 40 2 to 1 45 Any applicable short-term construction surcharges and seismic forces should be added to the above lateral pressure values. A backfill zone of non - expansive material shall consist of a wedge beginning a minimum of one horizontal foot from the base of the wall extending upward at an inclination of no less than 1/4 to 1 (horizontal to vertical). All walls shall be waterproofed as needed and protected from hydrostatic pressure by a reliable permanent subdrain system. • 0 NorCal Engineering December 20, 2004 Project Number 11813-04 Page 10 7.8 Slab Design All concrete floor slabs shall be a minimum of four inches in thickness and may be placed on approved subgrade soils. The project Structural Engineering should review all proposed loads to be imposed for further recommendations • regarding slab thickness and steel reinforcement. Two inches of approved C sand over a vapor barrier shall be utilized beneath floor slabs which would be sensitive to the infiltration of moisture. This membrane should be placed beneath the sand layer and not directly beneath the concrete due to the possibility of curling of the slab. All concrete slab areas to receive floor coverings should be moisture tested to meet all manufacturer requirements prior to placement. 7.9 Corrosion Desitin Criteria Representative samples of the surficial soils, typical of the subgrade soils • expected to be encountered within foundation excavations and underground utilities were tested for corrosion potential. The minimum resistivity value obtained for the samples tested is representative of an environment that may be mildly corrosive to metals. The soil pH value was considered mildly acidic • and may have a significant effect on soil corrosivity. Consideration should be • given to corrosion protection systems for buried metal such as protective coatings, wrappings or the use of PVC where permitted by local building codes. In addition, test results revealed negligible sulfate concentrations. Therefore, no special cement foundations are deemed necessary and a Type II cement may be utilized for building foundations at this time. Additional sulfate tests • shall be performed at the completion of rough grading to assure that these soils are consistent with the recommendations stated in this design. Corrosion test results may be found on the attached Table III. C 0 NorCal Engineering December 20, 2004 Project Number 11813-04 Page 11 i 8.0 CLOSURE The recommendations and conclusions contained in this report are based upon the soil conditions uncovered in our test excavations. No warranty of the soil condition between our excavations is implied. NorCal Engineering should be • notified for possible further recommendations if unexpected to unfavorable conditions are encountered during construction phase. It is the responsibility of the owner to ensure that all information within this report is submitted to the • Architect and appropriate Engineers for the project. This firm should have the opportunity to review the final plans (72 hours required) to verify that all our recommendations are incorporated. This report • and all conclusions are subject to the review of the controlBng authorities for the project. A preconstruction conference should be held between the developer, general • contractor, grading contractor, city inspector, architect, and geotechnical engineer to clarify any questions relating to the grading operations and subsequent construction. Our representative should be present during the grading operations and construction phase to certify that such recommendations are complied within the field. This geotechnical investigation has been conducted in a manner consistent with the level of care and skill exercised by members :)f our profession currently practicing under similar conditions in the Southern California area. No other warranty, expressed or implied is made. C7 • 0 NorCal Engineering December 20, 2004 Project Number 11813-04 Page 12 We appreciate this opportunity to be of service to you. If you have any further questions, please do not hesitate to contact the undersigned. Respectfully submitted • NORCAL ENGINE FESS/OnV �,� a. r�o ��F 12/31/08 Keith D. Tucker Exp. Troy D. Norrell Project Engineer Sj C4607-ECN1\0 1p, �Q * President 40 R.G.E. 841 9TFOF CALNF C • I* • • • 0 NorCal Engineering December 20, 2004 Project Number 11813-04 Page 13 SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILL • Preparation Any existing low density soils and/or saturated soils shall be removed to competent natural soil under the inspection of the Soils Engineering Firm. After the exposed • surface has been cleansed of debris and/or vegetation, it shall be scarified until it is uniform in consistency, brought to the proper moisture content anj compacted to a minimum of 90% relative compaction (in accordance with ASTM: D-1557-00). In any area where a transition between fill and native soil or between bedrock and soil are encountered, additional excavation beneath foundations and slabs will be necessary in order to provide uniform support and avoid differentia settlement of the structure. • Material For Fill The on-site soils or approved import soils may be utilized for t -le compacted fill provided they are free of any deleterious materials and shall not contain any rocks, brick, asphaltic concrete, concrete or other hard materials greater than eight inches in maximum dimensions. Any import soil must be approvad by the Soils Engineering firm a minimum of 24 hours prior to importation of site. Placement of Compacted Fill Soils The approved fill soils shall be placed in layers not excess of six inches in thickness. Each lift shall be uniform in thickness and thoroughly blended. Tha fill soils shall be brought to within 15% of the optimum moisture content, unless otherwise specified by the Soils Engineering firm. Each lift shall be compacted to a minimum of 90% relative compaction (in accordance with ASTM: D-1557-00) and approved prior to the placement of the next layer of soil. Compaction tests shall be obtained at the discretion of the Soils Engineering firm but to a minimum of one rest for every 500 • cubic yards placed and/or for every 2 feet of compacted fill placed. The minimum relative compaction shall be obtained in accordance with accepted methods in the construction industry. The final grade of the structural areas shall be in a dense and smooth condition prior to placement of slabs-on-g.-ade or pavement 41 areas. No fill soils shall be placed, spread or compacted during unfavorable weather conditions. When the grading is interrupted by heavy rains, compaction operations shall not be resumed until approved by the Soils EnginEering firm. • 0 NorCal Engineering December 20, 2004 Project Number 11813-04 Page 14 Grading Observations • The controlling governmental agencies should be notified prior to commencement of any grading operations. This firm recommends that the grading operations be conducted under the observation of a Soils Engineering firm as deemed necessary. A 24 hour notice must be provided to this firm prior to the :ime of our initial inspection. • Observation shall include the clearing and grubbing operations to assure that all unsuitable materials have been properly removed; approve the exposed subgrade in areas to receive fill and in areas where excavation has resulted in the desired finished grade and designate areas of overexcavation; and perform field compaction tests to determine relative compaction achieved during fill placement. In addition, all foundation excavations shall be observed by the Soils Engineering firm to confirm that appropriate bearing materials are present at the design grades and recommend any modifications to construct footings. • • • El • • 0 NorCal Engineering 11 • NorCal Engineering SOILS AND GEOTECHNICAL CONSULTANTS EWIN PROJECT 11813-04 1 DATE DECEMBER 2004 December 20, 2004 Project Number 11813-04 Page 15 • • List of Appendices (in order of appearance) • Appendix A - Log of Excavations • Log of Test Excavations TE -1 through T-5 L • ADoendix B - Laboratory Tests Table I - Maximum Dry Density • Table II — Expansion Index Tests • Table III — Corrosion Tests • • Plate A - Direct Shear • Plate B - Consolidation U • • 0 NorCal Engineering December 20, 2004 Page 16 • • C • • • • • • Appendix A NorCal Engineering Project Number 11813-04 9 0 MAJOR DIVISION GRAPHIC LETTER TYPICAL DESCRIPTIONS CVMRnI SVMRni 0 <� GW WELL -GRADED GRAVELS, GRAVEL. <> SAND MIXTURES, LITTLE OR NO FINES GRAVEL CLEAN GRAVELS {0 AND (LITTLE OR NO FINES) GRAVELLY POORLY -GRADED GRAVELS, SOILS f GP GRAVEL -SAND MIXTURES, LITTLE COARSE F d1b, OR NO FINES GRAINED SOILS GM SILTY GRAVELS, GRAVEL -SAND - GRAVELS SILT MIXTURES WITH FINES COARSE GC CLAYEY GRAVELS GRAVEL -SAND - FRACTION RETAINED ON (APPRECIABLE NO. 4 SIEVE AMOUNT OF CLAY MIXTURES FINEST ■ ti�ti� WELL -GRADED SANDS, GRAVELLY ■'.rti:ti: SW SANDS, LITTLE OR NO FINES SAND CLEAN SAND AND (LITTLE OR NO SANDY FINES) POORLY -GRADED SANDS, GRAVEL - MORE THAN SOILS SP LY SANDS, LITTLE OR NO FINES 50% OF MATERIAL IS GE THAN NO. MORE THAN SM SILTY SANDS, SAhID-SILT 200 SIEVE 50% OF SANDS WITH MIXTURES SIZE COARSE FINE FRACTION (APPRECIABLE PASSING ON AMOUNT OF SC CLAYEY SANDS, SAND -CLAY NO. 4 SIEVE FINES) MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO FINE SILTS LIQUID LIMIT CL MEDIUM PLASTIC TY, GRAVELLY GRAINED AND I FCC THAN 5(l CLAYS, ANDY SILTY SEAN SOILS CLAYS CLAYS, CLAYSS, _ _ - - - ORGANIC SILTS AND ORGANIC _-_ OL SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR MH DIATOMACEOUS FINE SAND OR SILTY SOILS MORE THAN 50% OF MATERIAL SILTS LIQUID LIMIT CH INORGANIC CLAYS OF HIGH PLASTICITY, FAl CLAYS IS SMALLER AND GREATER THAN THAN NO. CLAYS 50 f�f ORGANIC CLAYE OF MEDIUM TO 200 SIEVE SIZEf�f f f f OH HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGHLY ORGANIC SOILS PT HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATI DNS NorCal Engineering UNIFIED SOIL CLASSIFICATION SYSTEM • KEY: • • • • • • • • • • Indicates 2.5 -inch Inside Diameter. Ring Sample. Indicates 2 -inch OD Split Spoon Sample (SPT). Indicates Shelby Tube Sample. Indicates No Recovery. Indicates SPT with 140# Hammer 30 in. Drop. Indicates Bulk Sample. Indicates Small Bag Sample. Indicates Non -Standard Indicates Core Run. COMPONENT PROPORTIONS COMPONENT DEFINITIONS COMPONENT SIZE RANGE Boulders Larger than 12 in Cobbles 3 in to 12 in Gravel 3 in to No 4 (4.5mm ) Coarse gravel 3 in to 3/4 in Fine gravel 3/4 in to No 4 (4.5mm ) Sand No. 4 (4.5mm) to No. 200 (0.074mm ) Coarse sand No. 4 (4.5 mm) to No. 10 (2.0 mm ) Medium sand No. 10 (2.0 mm ) to No. 40 ( 0.42 mm ) Fine sand No. 40 ( 0.42 mm ) to No. 200 ( 0.074 mm ) Silt and Clav Smaller than No. 200 ( 0.074 mm 1 DESCRIPTIVE TERMS RANGE OF PROPORTION Trace 1-5% Few 5-10% Little 10-20% Some 20-35% And 35-50% MOISTURE CONTENT DRY Absence of moisture, dusty, Density dry to the touch. DAMP Some perceptible Approximate moisture; below optimum MOIST No visible %pater; near optimum moisture content WET Visible freerwater, usually soil is below water table. RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N 4ALUE COHESIONLESS SOILS COHESIVE SOILS Density N ( blows/ft) Consistency N (blows/ft } Approximate Undrained Shear Strength (psf) Very Loose 0 to 4 Very Soft 0 to 2 < 250 Loose 4 to 10 Soft 2 to 4 250-500 Medium Dense 10 to 30 Medium Stiff 4 to 8 500-1000 Dense 30 to 50 Stiff 8 to 15 1000-2000 Very Dense over 50 Very Stiff 15 to 30 2000-4000 Hard over 30 > 4000 NorCal Engineering 0 0 Log of Test Excavation TE -1 Project Daniel Entin/La Quinta Date of Drilling: 12/13/04 Groundwater Depth: None Encountered Drilling Method: Extension Backhoe Hammer Weight: Drop: Depth amples Laborato (feet) Geotechnical Description ooh_ �. o z. �'y gy ~ :3yo m c°� ° o o a LL Surface Elevation Not Measured 0 SURFICIAL FILL SOILS Silty SAND with gravel - Medium dense, moist - - 0.8 103.6 NATURAL SOILS Slightly silty fine to medium grained SAND with occasional gravel - 5 Medium dense, dry _ Heavy caving - ■ 1.7 103.1 ■ 2.3 104.6 10 - = ■ 3.1 105.2 Boring completed at depth of 12' 15 20 25 30 i 35 A Project No. NorCal Engineering 11813-04 ' Log of Test Excavation TE -2 Project Daniel Entin/La Quinta Date of Drilling: 12/13/04 Groundwater Depth: None Encountered Drilling Method: Extension Backhoe Hammer Weight: Drop: Depth Samples Laborato (feet) Geotechnical Description 'oh_ a c ; gy ~ yo m o" o o Surface Elevation Not Measured 0 SURFICIAL FILL SOILS Silty SAND with gravel -_ Medium dense, moist - _ 2.0 102.9 NATURAL SOILS Slightly silty fine to medium grained SAND with occasional gravel 5 Medium dense, dry _ Heavy caving - - ■ 2.3 103.4 Boring completed at depth of 8' 10 15 20 25 30 35 Project No. NorCal Engineering 11813-04 2 • • Log of Test Excavation TE -3 Project Daniel Entin/La Quinta Date of Drilling: 12/13/04 Groundwater Depth: None Encountered Drilling Method: Extension Backhoe Hammer Weight: Drop: Depth Samples Laboratory (feet) Geotechnical Description ooh- o ; -a -.e �'" 9Y �• m o" C p a o �- LL Surface Elevation Not Measured c0 0 SURFICIAL FILL SOILS - Silty SAND with gravel - Medium dense, moist - - 0.9 101.8 NATURAL SOILS Slightly silty fine to medium grained SAND with occasional gravel - Medium dense, dry _ 5 Heavy caving - - ■ 2.6 104.3 Boring completed at depth of 9' 10 15 20 25 i s 30 D 0 C i 7 i D 35 .1 s Project No. NorCal Engineering 11813-04 a Log of Test Excavation TE -4 Project Daniel Entin/La Quinta Date of Drilling: 12/13/04 Groundwater Depth: None Encountered Drilling Method: Extension Backhoe Hammer Weight: Drop: Depth Samples Laborato (feet) Geotechnical Description logy c ? yo �\ ~ m v °v oma o `r `L Surface Elevation Not Measured 0 SURFICIAL FILL SOILS Silty SAND with gravel and large pieces of asphaltic concrete _ Medium dense, moist - -_ ■ 5.2 104.8 NATURAL SOILS Slightly silty fine to medium grained SAND with occasional gravel Medium dense, damp to 2' then dry 5 Boring completed at depth of 4' 10 15 20 25 30 s 's s 35 J J A Project No. NorCal Engineering 11813-04 4 Log of Test Excavation TE -5 Project Daniel Entin/La Quinta Date of Drilling: 12/13/04 Groundwater Depth: None Encountered Drilling Method: Extension Backhoe Hammer Weight: Drop: Depth Sampies Laborato (feet) Geotechnical Description logyCL c He C a Ce ~ 3 m o" 0 o U. Surface Elevation Not Measured 0 SURFICIAL FILL SOILS - Silty SAND with gravel = ® 0.9 Medium dense, moist -_ NATURAL SOILS Slightly silty fine to medium grained SAND with occasional gravel Medium dense, dry 5 Boring completed at depth of 4' 10 15 20 25 "u 9 V 30 m °n c U m J 35 N !V Project No. CL H NorCal Engineering 11813-04 s December 20, 2004 Page 17 • • 11 Appendix B NorCal Engineering Project Number 11813-04 December 20, 2004 Project Number 11813-04 Page 18 TABLE I MAXIMUM DENSITY TESTS (ASTM: D1557-00) Optimum Sample Classification Moisture 61 @ 1-4' Slightly silty fine to medium grained SAND 9.0 Maximum Dry Densi 118.0 TABLE II EXPANSION INDEX TESTS (U.B.C. 18-2) Expansion Sample Classification Irdex 0 61 @ 1-4' Slightly silty fine to medium grained SAND 00 TABLE III CORROSION TESTS Sample pH Electrical Resistivity (ohm -cm) Sulfate (%) Chloride (ppm) Composite 0-3' 6.9 1,240 .069 108 0 0 • 0 NorCal Engineering 0 0 0 • 2500 2000 N 1500 a I � H 1000 • BORING DEPTH NUMBER (FEET) (DEGREES) C (PSF) DRY DENSITY (PCF) 500- x 1 2.0 29 25 103:6'; 0.8 O 1, 2.0 33 125 108.9 9.4 0 3 3.0 35 50 109.1 9.2 0 0 i 0 (R) 500 1000 1500 2000 2500 3000 NORMAL STRESS (PSF) SYMBOL BORING DEPTH NUMBER (FEET) (DEGREES) C (PSF) DRY DENSITY (PCF) MOISTURE CONTENT M x 1 2.0 29 25 103:6'; 0.8 O 1, 2.0 33 125 108.9 9.4 0 3 3.0 35 50 109.1 9.2 NOTE: TESTS PERFORMED ON SATURATED SAMPLES UNLESS SHOWN BLOW. (FM) FIELD MOISTURE TESTS PERFORMED ON UNDISTURBED SAMPLES UNLESS SHOWN BELOW. (R) SAMPLES REMOLDED AT 90% OF MAXIMUM DRY DENSITY NorCal Engineering SOILS AND GEOTECHNICAL CONSULTANTS DIRECT SHEAR TEST RESULTS Plate A PROJECT 11813-04 DATE • 1� • • • 1� • • • -2 NOTE: MATER ADDED AT NORMAL PRESSURE AT 1.0 KSF 0 2 z 0 H 4 o � 6 i- i 8 10 0.1 0.5 1.0 5 10 20 41 NORMAL PRESSURE (KSF) COMPRESSION (FM) FIELD MOISTURE - NU MAIEK AUULU - REBOUND (R) SAMPLE REMOLDED AT 90% OF MAXIMUM DRY DENSITY NorCal Engineering SOILS AND GEOTECHNICAL CONSULTANTS CONSOLIDATION TEST RESULTS Plate B PROJECT 11813-04 DATE BORING DEPTH DRY MOISTURE LIQUID PLASTICITY SYMBOL NUMBER (FEET).1 I DENSITY CONTTENT LIMIT INDEX COMPRESSION (FM) FIELD MOISTURE - NU MAIEK AUULU - REBOUND (R) SAMPLE REMOLDED AT 90% OF MAXIMUM DRY DENSITY NorCal Engineering SOILS AND GEOTECHNICAL CONSULTANTS CONSOLIDATION TEST RESULTS Plate B PROJECT 11813-04 DATE