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05-3265 (CSCS)r,: 'P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 05-00003265 Owner: '— 79700 HIGHWAY 111 DUNES BUSINESS PARK LLC, THE 649-020-014-4 -31143 - 3550 W 6TH ST STE 400 NEW COMML - STORES & CUSTOMER SERVICE LOS ANGELES, CA 90020 REGIONAL COMMERCIAL 427389 &//�_,.rchitect or Engineer: - - - -- --- - - -------------------------------------------------- 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 an rofessionals Code, and my License is in full force and effect. License Class: B tense No.: 801773 Datd��Contractor. OWNER -BUILD DE RATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves 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.). (_) 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: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/16/06 Contractor: D Q BISHOP BUILDERS INC P.O. BOX 1746 KETCHUM, ID 83340 JUN 2 0 2006 (760)218-5801 Lic. .No.: 801773 CITyOFLAQU1N A -------'---------------------------------------- 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. 1 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 01641941-2005 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to.the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 700 of the Lebtlr�od , all ort w ly with those provisions. e: Fop scant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATIq�% CO ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CINIL.FJf ES 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 relati�ing tion, and hereby authorize representatives of this co %nty to enter upon the above•mentiononpu l V Si ture (Applicant or Ag LQPERMIT Application Number . . . 05-00003265 Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 1787.50 Plan Check Fee 1161.88 Issue Date . . . . Valuation . . . . 427389 Expiration Date . . 12/13/06 Qty Unit Charge Per Extension BASE FEE 639.50 328.00 ---------------------------------------------------------------------------- 3.5000 THOU BLDG 100,00.1-500,000 1148.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 69.00 Plan Check Fee 17.25 Issue Date Valuation' 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 3.00 --------------"-------------------------------------------------------------- 9.0000 EA MECH B/C <=3HP/100K BTU 27.00 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee ,185.00 Plan Check Fee 46.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 8500.00 ----------------------------------------------------------------------------- .0200 ELEC GARAGE OR NON-RESIDENTIAL 170.00 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 82.50 Plan Check Fee 20.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 3.00 6.0000 EA PLB ROOF DRAIN 18.00 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 7.5000 EA PLB OTHER BACKFLOW <=2 INCH 7.50 LQEERMIT ` Application Number . . . . . 05-00003265 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension 1.00 •15.0000 EA PLB GAS METER ---------------------------------------------------------------------------- 15.00 Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments SHELL BUILDING "D", 8,500 SF TYPE V-N CONSTRUCTION, B/M PROPOSED USE. 2001 CODES. ALLOWABLE AREA BY SPRINKLERS = 8,000 SF X 3 = 24,000SF TOTAL ALLOWABLE AREA PER 503.3 EXCEPTION. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURES, COVERED PARKING AND SITE LIGHTING.** REFER TO 05-3262 FOR APPLICATION TRACKING NOTES. ---------=------------------------------------------------------------------ Other Fees . . . . ACCESSIBILITY PLAN REVIEW 116.19 ART IN PUBLIC PLACES-COM 2116.94 DIF CIVIC CENTER - COMM 807.50 ENERGY REVIEW FEE 116.19 DIF FIRE PROTECTION-COMM 272.00 STRONG MOTION (SMI) - COM 89.75 DIF STREET MAINT FAC-COMM 195.50 DIF TRANSPORTATION - COMM 14654.00 Fee summary Charged Paid Credited Due - ----- ---- - - ------ ---------- Permit Fee Total 2139.00 .00 00 2139.00 P1an.Check Total 1246.01 900.00 .00 346.01 Other Fee Total 18368.07 .00 .00 18368.07 Grand Total 21753.08 900.00 '.00 20853.08 LQPERMIT .. gyp' TITLE 24 REPORT i Title 24 Report for: j 1 The Dunes Retail Center (Building "D") Parcel-4 (Highway 111) . I La Quinta, CA i Project Designer: KKE Architects, Inc 525 East Colorado Boulevard Pasadena, CA 91101 626-796-8230 I Report Prepared By: ............... .SIA GARESTANI,. P.E._ ... - SPEC Engineering 6800 Owensmouth Ave. #140 JAN 0 9 `2007 Woodland Hills, CA 91303 j (818):592-6643 By CITY OF LA QUINTA - - BUILDING $ SAFETY DEPT. CITY OF LA QUINTA APPROVED BUILDING & SAFETy DEPT. FOR C N TRU ION g� t�_ iw: ' Job Number DA 2 e BY / 05-250 DATE Y Date: I 10/3/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415).897-6400. r— EnergyPro 3.1 By EnergySoft Job Number: 05-250 User Number: 3358 1-700 Any //I - <we LL_ TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 11 Form MECH-MM Mechanical Mandatory Measures 12 HVAC System Heating and Cooling Loads Summary 14 w 66 3.1 By Energysoft Job Number: 05-250 User Number: 3358 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PROJECT NAME DATE The Dunes Retail Center (Building "D") _— — 10/3/2005 PROJECT ADDRESS Parcel 4 (Highway 111) La Quinta —.. _..-------------- — - ---------—�-------- _—---....---- -- ---I . PRINCIPAL DESIGNER - ENVELOPE I TELEPHONE I Building: Permif# . KKE Architects, Inc 626-796-8230 ------- —= -- -- -- — -- -- ..— - -- --- 26 7 DOCUMENTATION AUTHOR TELEPHONE ChecRed by/Date SPEC Engineering —__— (818) 592-6643 eM6rcer entAgeneruse --- -- -- ------ GENERAL INFORMATION DATE OF PLANS IBUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 07-14-05 _ _ _ 8,531Sq_Ft. _ _ 15 _ — BUILDING TYPE NONRESIDENTIAL L J HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION �_� EXISTING + ADDITION 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 State Building Code. This certificate applies only to a Building usin a pe man_ce compliance approach. DOCUMENTATION AUTHOR SIGNATURE DATE SIA GARESTANI P.E. (p p 0 —06 The Principal Designers hereby certify that the proposed buildin sign rielfesented in the construction documents and modelled for this permit application are consistent with all other forms worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed me the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH._ I �...� ❑ J 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to j sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. ❑ ❑ 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 preparing documents for work that I have contracted to perform. 3. 1 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 pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE. Indicate location on plans of Note Block. for Mandatory Measures ENV-1 Requir orms PRINCIPAL ENVELOPE DESIGNER - NAME SI AT LIC, NO. DATE KKE Architects Inc •'j► 1! .03 LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of Required Forms_ Ittai-.------- - -- - - -- PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE —� LIC. NO. DATE MECHANICAL COMPLIANCE I Indicate location on plans of Note Block for Mandatory Measures —_—_-- — _— Required Forms M_E MECH-2 MECH-3 _-1, PRINCIPAL MECHANICAL DESIGNER - NAME I SIG NATU LIC. N0. DATE SIA GARESTANI P.E. Run Initiation Time: 1 3/05 10: 9:03 Run Cod 28362 43 EnergyPro 3.1 By EnergySoft _ User Number 358 Job Number. 05-250 — — — `-- page:3 of 16 — — k PERFORMANCE CERTIFICATE OF.COMPLIANCE Part 2 of 3 'PERF-1 The Dunes Retail Center Buildin " D" i jDATE 10/3/2005 ANNUAL SOURCE ENERGY USE SUMMARY kBtu/s ft- r I Standard Proposed Compliance Ii ENERGY COMPONENT Design Design Margin a I Space Heating 2.18 2.11. 0.07 Space Cooling 63.44 63.30 0.14 Indoor Fans 16.46 16.18 0.28 j Heat Rejection 0.00 0.0 0.001 Pumps &' Misc. 0.001 0.00 0.00 Domestic Hot Water 0.00 o.o0 0.00 ..._I-._L-ighting-------------- -------50-08--...---- -------50-oti Receptacle 15.93 15.931 0.00 Process 33.86 33.86 0.00 TOTALS: 181.95 181.46 0.49 Percent better than Standard: 0.3% ( 0.3% excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (South)180d2g. Conditioned, Floor Area 8,53 sgft. Number of Stories 1 Unconditioned Floor Area o sgft. Number.of-Systems _ .. _. _ -.. . .............. ._ _ _ _- 3 : Gonditioned-Foot Tint Area - - -0 scift.- - Number of Zones 3 Orientation Gross Area Glazing Area Glaiinp Ratio Front Elevation (South) 1,734 sgft- .623 sgft. 35.9% Left Elevation (west 664 sgfL _ 0 sgft. 0.0% -Rear Elevation (North) _ 1,73a sgft. 0 sgft. 0.0% Right Elevation (East 1,701 sgfL �_ 3581 wM. 21.0°/a Total - _ 5853 sgft. L --_ 981 sgft. Roof EL_8, sgn. F _Jsgn. o.o/.] Standard Proposed 1EEDTM Energy A Atmosphere Credit Lighting Power Density 1.700 w/,sgft. 1.700 wisgfL Savings vs. Title 24 0.37% Prescriptive Env. Heat Loss 1,376 Btu/h 1,783 Btu/, Energy Performance Credi? o Points Prescriptive Env. Heat Gain .166,266 Btom-F 183,599 Btuih-F 1. excludes process and receptacle 2. see LEED able 8< or Ir-0 i Remarks: - - l Run Initiation Time: 10/03/0510:59:03 Run Code: 1128362343 EnergyPro 3.1 By Energysoft User Number: 3358 Job Number. 05-250 Page:4 of 16 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 PROJECT NAME DATE The Dunes Retail Center(Building I'D" 10/3/2005 ZONE INFORMATION Floor Inst. Port Qrl-. Tailored '<pr;' Area LPD LPD Zredits System Name Zone Name Occupancy Type (sgft.) W/sf)1 (W/sf)l Is 2 ,;,LPD M403 (WlsfY,- RTU-13 Building "D" Comp Bldg Retaii/Whoiesale 2,291 •1.700 2.000 RTU-14 Building "D" Comp Bldg RetaiVWholesale 3,120 '1.700 2.000 RTU-15 Building "D" Comp Bldg RetaillWholesale 3,120 '1.700 2.660 tin J� i5 T Via. y t q } Notes: 1. See LTG-1 (items marked with asterisk, see LTG-2 by others) 2. See LTG-3 3. See LTG-4 items above:regwre speaal documentation -- EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST _ __ __. _..._. __..._... _a-••-, ,..,,,.,,, ".Y 0.M11a1v11 1v II IC ILVIII.1 aPccllleu In ims cnecKnst. i nese items require special written Justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines of tha nrianllnrw fhn iu�MC.. �1:. ...: _ -1� _ �. _ _-_--_....., —••_ •••_, . _� . ,............y ....."„y„ .,,o. vu1G1 w ou %,v111NnC* uoseu un the auequacy oT the special and documentation submitted. ustitication Plan Field The Zone "Building "D—has a-DisplayPerimeter Credit of 91 ft. I ne exceptionai teatures listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Run Initiation Time: 10/0310510.59.03 Run Code: 1128362343 EnergyPro 3.1 By EnergySoft User Number. 3358 Job Number: 05-250 Paae:5 of 16 ENVELOPE COMPLIANCE SUMMARY Performance ENV-1 PROJECT NAME DATE The Dunes Retail Center(Building I'D" 10/3/2005 OPAQUE SURFACES # Surface Type Framing Type Area U-Fac. Act. Am. Solar Gains Tilt y/N Form 3 Reference Location / Comments 1 Roof Wood 2,291 0.035 0 0 1X11 R-30 Roof R.30.2x12.16 Building "D" 2 Wall lWood 684 0.065 1 270 90 1X11 R-19 Wall-1'9.2x6.16 Building "0" 3 Wall Wood .575 0.065 90 90 1XIR-19 Wall .19.2x6.16 Building "D" 4 Wall Wood 1,111 0.065 180 90 1xj R-19 Wall W.19.24.16 Building 'D" 5 Roof Wood 3,120 0.035 0 0 R-30 Roof R.30.202.16 Building "D" 6 Wall Wood 768 0.065 90 90 IXI R-19 Wall .19.26.16 Building 'D" 7 Wall Wood . 1,734 0.065 0 90 R-19 Wall W.19.24.16 Building "D" 8 Roof Wood 3,120 0.035 0 0 X 11 R-30 Roof R.30.202.16 Building "D" FENESTRATION SURFACES aae Assernmea uiazin ~^�" y �yl� vl ��^ allu t v,vvv sqn vermat glazing men Nmu cenmcation is required g # - Type ---- -- - Area -- -- -- U-Fac. -- • �-�--•-- Act. Am. .-•... rrv. SHGC ,,.v �oVa.l V�i11111VP1G 1 Glazing Type VIM. Location / Comments 1 2 3 -4- Window Window Window 179 179 323 1.190 1.190 1.190 90 90 180 0.82 .0.82 0.82 Sin le Clear Default NM Single Clear Default NM Sin le Clear Default NM uildin "D" uildin "D" uildin "D" luilding"D" 5 Window - - - Window ` 15o 150 1.190 1 1.190 180 180 0.82 0.82 Sin le Clear Default NM Sin le Clear Default NM uildin 'D" EXTERIOR SHADING # 1 Exterior Shade Type None SHGC 0.76 Window H t. Wd. 10.5 17.0 Overhang Left Fin Right Fin L x 4.0 0.1 4.0 4.0 i LDist. L 2 None 0.76 10.5 17.0 4.0 0.1 4.0 4.0 3 None 0.76 10.5 30.0 11.0 0.1 11.0 11.0 4 None 0.76 10.5 14.2 11.0 0.1 11.0 11.0 5 None 0.76 10.5 14.2 11.0 0.1 11.0 11.0 Initiation Times 10/03/05 10:59:03 Code:Run Run 1128362243 EnergyPro 3.1 By EnergySoft User Number. 3358 Job Number: 05-250 . Page:6 of 16 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME _ The Dunes Retail Center (Building " D 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 R-VALUE COOLING DUCT LOCATION R-VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS RTU-13 RTU-14 Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume _ .. —'-'--'No No Constant Temp Constant Temp 'n/a Air Balance Auto Fixed Temp Non-Inte 781 cfm Heat Pump 3.30 COP Packa ed DX 10.3 EER CARRIER 50HJQ009 Yes No Ducts in Attic 4.2 Ducts in Attic 4.2 No DATE 10/3/2005 n/a n/a Yes Yes 0.0 kW 0.0 kW Constant Volume Constant Volume NO No No Constant Temp Constant Temp Constant Temp Constant Temp n/a n/a sr,: Air Balance Air Balances}, ; Auto Auto Fixed Temp Non-Inte Fixed TernNon-Irate 1064 cfm 1064 elm Heat Pump. Heat Pump 3.30 COP 3.30 COP Packaged DX Package DX 10.3 EER 10.3 EER CARRIER 50HJQ012 CARRIER 50HJQ012 Yes Yes No No Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2 No CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of I: Inlet Vanes VAV MINIMUM POSITION CONTROL? 0: Occupancy C: Cooling Isolation Zones. P: Variable Pitch Sensor B: Both V: VFD SIMULTANEOUS HEAT / COOL? Y: Yes M: Manual Timer 0: Other C: Curve HEAT AND COOL SUPPLY RESET? N: No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance A: Auto A: Air Enter Outdoor Air PIPE INSULATION REQUIRED? C: Outside Air Cert. G: Gravity W: Water CFM. PIPE/DUCT INSULATION PROTECTED? M: Out. Air Measure D: Demand Control N: Not Required EC: Economizer Note: This shall be no less than Col. H on SEALED DUCTS IN CEILING/ROOF SPACE N: Natural Control See Section MECH-3. 144e3 U.-VI UuIlding Department Li\ ���.a1.� Xs1r�(t.. L�. /r tjT Use 0-nim •C' / ,-. , Run Initiation Time: 10/03/0510:59:03 Run Code: 1128362343 EnergyPro 3.1 By EnergySoft User Number: 3358 Job Number: 05-250 Page:7 of 16 ]WtHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-21 I PROJECT NAME T . he Dunes Retail Center (Building T") DATE 10/3/2 005 ICHILLER AND TOWER SUMMARY Efficient J�nsj Tot. M j BHP PUMPS motor Eff. Drive � Pump Control . .. . ....... Equipment I quipment 0 ty. I MW-71i RY ANK INSUL. I Ext. .--—R-V 1. Energy Factor or Recovery --Efficiency Standby Loss or --Pilot- -— System Name, I System.Type Distribution Type Qty Rated ---Input -(Gals;) i Vol. CENTRAL SYSTEM RATINGS System Name CARRIER 50HJQ009 CARRIER 50HJQ012 An!emTyP_� Packaged DX Packaged DX Qtv. I 2 Output _ 96,000 114,000 HEATING Aux. kW 0.0' 0.0 ' Eff. _Output 3.30 COP 3.30 COP mt 102,3001 119,4001 Sensible 77,20010.3 89,80010.3 COOLING _Efficiency EER EER Economizer Type Fixed Temp (Non-InteE) Fixed Temp (Non.-Integ) jQhNTKAI_ SYSTEM FAN SUMMARY- RETUF N FAN System Name CARRIER 50HJQ009 CARRIER 50HJQ012 Fan Type Constant Volume Constant Volume Motor Location Draw -Through Draw -Through CFM 3,400 41000 BHP 0.80 0.80 Motor Eff. 77.0%. 77.0% Drive Eff. - 97.0% 97 00% "01 CFM none none BHP Motor Eff. Drive Eff. ............. EnergyPro 3.1 By EnergySoft User Number. 3358 Job Number: 05-250 Paae:8 of 16 MECHANICAL EQUIPMENT SUMMARY PROJECT NAME The Dunes Retail Center(Building " D" ZONE TERMINAL SUMMARY VAV TERMIN Al BOX Min. CFM Reheat Coil System Type Ratio Type lDeltaT =nnr%UQ I rAN JUMMAKY Part 2 of 2 MECH-2 DATE ._._.___- Moto Drive CFM I BHP Eff. Eff. I I TvDe Output Motor Drive Motor Drive Room Name Qtv. CFM BHP Eff. Eff. Room Name city. CFM BHP Eff. Eff. Run Initiation Time: 10103/0510:59:03 Run Code: 1128362343 EnergyPro 3.1 By EnergySoft User Number: 3358 Job Number. 05-250 pa 9oi16 MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE The Dunes Retail Center(Building " D" 10/3/2005 MECHANICAL VENTILATION o a a o 0 0© o 0 0 0 ZONE/SYSTEM Building"D" RTU-13 Building "D" RTU-14 Building "D" RTU-15 'Um" 1REA (SF) CFM PER SF mil CFI (B x 2,29 0.23 3,120 0.23 3,1201 0.23 " OCCUPANCY BASIS NO. OF PEOPLE CFM PER PERSON MIN. CFM (ExF) 52. 15.0 781 Total 70.9 15.0 1,064 Total 70.9 15.0 1,064 Total ENVELOPE MANDATORY MEASURES ENV-MM PROJECT NAME I DATE The.Dunes Retail Center Building T") ; , 10/3/2005 DESCRIPTION - _ ^ _ —_ �Dit igner Enforcement _ �X; § 118(a) 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 i 3. FXJ§ 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. i - -§.117(a). All-Exterior.J.oints and open in gs.in_the.building that. are_observable sources of.air.. i leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. ! --- ----- ---- — 0 § 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 I fire doors). X❑ § 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. l^J § 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. . I ! I � _ I I i - EnergyPro 3.1 By EnergySoft User Number: 3358_— — _ ,lob Number: 05-250 __ —_ ___ Page:11 of 16 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT -NAME DATE The Dunes Retail Center(Building " D" 10/3/2005 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies XI § 111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. ►"` r' FX�§ 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 shallbe 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: 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 occu anc sensor tcontrol the operating _ ._ _ ..§•._ - P Y, o _ p . g period of the system; or �10 . N 0 § 122(e)1C A 4-hour timer that can be manually operated to control the operating period of the system. 0 ' § 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. X § 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. 3358 Job Number: 05-250 Page:12 of 16 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM - --- ---------- PROJECT NAME — DATE g The Dunes Retail Center (Buildin_ _. _ _ ,� 10/3/2005 f _ Description _ —_ _ _-_- Designer Enforcement - - Ventilation 0 § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at I ✓ 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. I — § 122(o 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. . § 121(f)l Air Balancing: The system shall be balanced in accordance with the National i / Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or 111 § 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 Ilcensod 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)36 Lavatories In restrooms of public facilities shall be equipped with one of the — — following: r 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. j 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). i 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 i controls). EnergyPro 3.1 By EnergySoft User Number: 3358 _ — Job Number: 05-250 _ - Page:13 of 16 \:Tt. �� `y- yn F.. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE - -- _- The _Dunes_ Retail Center (Building.-D") 10/3/2005 _ ---- -- SYSTEM NAME RTU-13 i FLOOR AREA — --- ---- 2,291 NGINEERING CHECKS SYSTEM LOAD Number of Systems 1 -Heating System Output per System -- --- 96,000 Total Output (Btuh) 96,000 Output (Btuh/sgft) --- _41.9 Cooling System Output per System 102,300 Total Output (Btuh) 102,300 Total Output (Tons) 8.5 Total Output (Btuh/sgft) 44.7 Total.0utput (sgft/Ton) Y68.7 Air System CFM- per. System 3,400 Mrflow (cfm) 3,400 :..:4flo #fm/sgft) 1.48 Airflow. (cfm/Ton) 398.8 Outside Air ('/o) 23.0 - -Outside Air (cfmisgft) - - - - - - -0:34 L Note: values EATING •§ 24.0 of Outside'Air 78 i cfm 70.0 of I112.0 / 78.5 of Outside Air —'? 781 cfm 1 74.6/61.8OF at ARI conditions YCHROMETRICS 59.4 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 Sensible Latent CFM Sensible �2,255 46,175I g,89]3 L_97 3, 0 i 0 2,309 00 183 0 F-781 31,506 — 16,932 781 38,743 0 0 2,309 183 —82 330 _ 26,825 42 769 CARRIER 50HJQ009 88,885 3,235 Total Adjusted System Output (— 88,813I 3,235 (Adjusted for Peak Design Conditions) L__.— TIME OF SYSTEM PEAK - Jul 3 pm j Heating Coil Supply Fan 3400 cfm 60,512 60,512 105.0 of --� Supply Air Ducts 105.0 of ROOMS 70.0 of n Keturn Air uucts lirstream Temperatures at Time of Cc 83.2 / 65.8 of M 55.0 / 53.5 of 55.0 / 53.5 of User Number. 3358 Cooling Coil Supply Air Ducts. g Supply Fan 55.6 / 53.7 of 3400 cfm 49.5% R.H. ROOMS 74.0161.6 OF Return Air Ducts Job Number. 05-250 14 of 16 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY NAME The Dunes Retail Center (Building" D" NAME RTU-14 INumber of Systems Heating System Output per System . 114,000 Total Output (Btuh) 114,000 Output (Btuhlsgft) 36.5 Cooling System Output per System 119,400' Total Output (Btuh) 119,400 Total Output (Tons) '9.9 Total Output (Btuh/sgft) Total Output (sgfUTon) d13.6 rAir System CFM per System 4,000 Airflow (cfm) ' 4,000 Airflow (cf n/sgft) 1.28 Airflow (cfm/Ton) ' 402.0 II Outside Air (%) L outside Air (cfm/sgft) _— 26.6 6.34 Note: values above given at ARI conditions (EATING SYSTEM PSYCHROMETRICS 24.0 OF 57:2 OF ) Outside Air —0 - 1064 cfm 69.2 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD DATE 10/3/2005 FLOOR AREA 3.120 COIL COOLING PEAK COIL HTG. PEAK LCFM I Sensiblel Latent CFM I Sensible (, 98 137,396TJ 13,473 L 1,742 65,819 6,870 o 3,29 0 5064 41,807 422,794 1,064 51,945 o _. _6,87] o 3,291 L-192 943 36 267 124 346 CARRIER 50HJQ012 107,880 1,222 71,858 1 Total Adjusted System Output �107,880 1,222 71,858 (Adjusted for Peak Design Conditions) _ _ TIME OF SYSTEM PEAK C Jul 3 pm Jan 12 am 105.0 OF Heating Coil Supply Fan 4000 cfm 105.0 OF -� Supply Air Ducts 104.2 of ROOMS 70.0 OF >% Return Air Ducts'i DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak I 112.0 / 78.5 OF 85.3 / 66.7 OF 55.0 ! 53.4 OF 55.0 / 53.4 of 310 Supply Air Ducts Outside Air 1064 cfm Cooling Coil Supply Fan 56.6 / 54'.0 °F j 4000 cfm 49.8% R.H. ROOM' _ 0 74:OI ° 61.7 F i 75.6 / 62.2 F r EnergyPro 3.1 By EnergySoft User Number 3358 Return Air Ducts Job Number: 05-250 Page:15 of 16 HVAC SYSTEM HEATI, G AND COOLING LOADS SUMMARY PROJECT NAME DATE - . The Dunes Retail enter (Build ing-",M) 10/3/2005 1SYSTEM NAME -J FLOOR AREA RTU-15 3120 NGINEERING CHECKS ISYSTEM LOAD lNumber 'of Systems COIL COOLING PEAK COIL HTG. PEAK I CFM Sensible Latent J CFM I Sensible] 37 Total Room Loads 3.37 69.1 3 13,473 L 331 12,5171 L .1 71__ Return Vented Lighting r [Heating System r Output per System 114,000 I Total Output Stuh) 11400011 Output (Btuh/sqft) 36.5 Return Air Ducts j 3,459, 626 Return Fan 0i I 0 Ventilation j I OE4 42,710 22,69711 1,064 52,654 Supply Fan 0 0 iCoo'lihg System Al ou;m per System 119,400 Totalgqutput (Btuh) 119,400 Total.gutput (Tgnq.. 0.9 Supply Air Ducts 3,459 626 Total put (Btuji,�s4d) , , r I TOTAL SYSTEM LOAD F . - J Total q'utput (s' -,.�n) q 313.6 118,8291 36.1701 66.422 [Air Syto M.1 Hi CFMper41A. 4,000 LIA,,,ow (C'fm) 4,000 HVAC EQUIPMENT SELECTION - CARRIER 50HJ0012 ---F106,�60 2,5681 71,858 Arrflow (cfm/s;qft) 1.28 Airflow (cfmrron) 402.0 Total Adjusted System Output (Adjusted for Peak Design Conditions)2,568]E71.8561 == TIME OF SYSTEM PEAK Jul 3 pm Jan 12 Outside Air W. '14 26.6 Outside Air (cfm/sqft) 0.34 Note: values above given at ARI con01tions �EATING.SYSTEM PSY0 R-O, ETRICS (Airstream Temperatures at Time of,HgatifiPerak - i 24.0 OF f 57.7 OF 105.0 OF 105.0 OF Supply Air Ducts Qutside,Air 1664 cfm Heating Coil 104.9 OF 4000 cfm ROOMS.] 60.9 OF 70`0 OF Return Air Ducts' 1COOLING SYSTEM PSYCHROMETRICS* ZICSt;---(Airstreaffi Tem-peraty' r s at Time of Coolin-q Peak) 112.0 78.5 OF 84.7/-6, .5.6 OF 55.0 53.4 OF 55.0 53.4 OF A Outside Air 1064 cftn Cooling C6il 'Supply Fan 55.8 t 53.6 OF .4000 cfm 49.9% R.H. 0 0 - ------ 74.8/620 F • -Ti 7416 61.7 0F aF�Returh Air Ducts Dy r-ricruyQuil user NUMber: 3358 Job Number: 05-250 44 �(X-K�C x tf�..y lr 1 x �/ l3v�7�'� t - �9w� %i � ��� s f►-sS'g'wr-e�� PO. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 v.• TAe_ oae5ncesBUILDING: TYPE CONST. V Al OCC. GRP. Mailing Address 355 71k 5 T SoAtt 1/109) A.P. Number KyF_ 40210 — OW Dig — 6 City Zip Tel. Legal Description D 140-5-va-s aS e't�;/ SLie// 6 Contracto Project Description /� Address City Zip Tel. State Lic. & Classif. Arch., Engr., Designer Address s-.zs-r 17„ c- City /0•� 8 " y Sq. Ft. C.No. No. Dw. Lic. # Size Stories Units city Zip State I I I Id I Lic. # LICENSED CONTRACTOR'S DECLARATION 1 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 the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this Permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate 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 Add ❑ 79'660 Alter ❑ Repair ❑ DS-3zti 3 Z4 Demolition ❑ 1 79 700 '/ 7 D> __ l 3Z�S_ 9& Estimated Valuation PERMIT AMOUNT 00 Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. JUL 2s 7n Elm Grading Driveway Enc. CITY OF LA QUIP TA Infrastructure FINANCE DEP . TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by: — Validation: INSPECTOR Date Permit WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE STORM CHANNEL 1,04 10 10 '1 F. 95 PROPOSED RETAILrD 8,500 SF 00, I T7 — TRAVEL 77 7 2t,'-O' 18 LOADING 18 4 104 5TALLE,pJ NOT-ARA PROPOSED PROPOSED; RETAIL E +i RETAIL 1 0 15,000 SF 8,200 SF 4 stalls W-0- 21 V '1410' 6 . . . ...... .... .. P�RCEL A ±496'-11" STATE HIGHWAY 111 SEC.29 T.WI5S..R.71 649-02 CM 7 L' VA @) er S �s ���5 �� C� 3��3 ���ss MAp �o ,�Oo� ��.,OVERALL 51TE PLAN (FOR REFERENCE ONLY) AI SCALE: I" - 40' CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road Date 6/16/06 La Quinta, CA 92253 No. 28587 (760) 771-8515 Owner The Dunes Business Park, LLC Address 355 w. 6th Street, Suite 400 City Los Angeles Zip 90020 Tract # Type Commercial Lot # No. Street S.F. Unit 1 A 79640 Highway 111 10000 Unit 6 Unit 2 B 79660 Highway 111 8750 Unit 7 Unit 3 C 79680 Highway 111 8750 Unit 8 Unit 4 D 79700 Highway 111 8500 Unit 9 Unit 5 Unit 10 Comments Commercial "Retail" Buildings Q����FiEDN>O Q' BERMUDA DUNES RANCHO MIRAGE d t� INDIAN WELLS �.� PALM DESERT .y LAQUINTA ,Q 0INO ,Y APN # 649-020-014-6 Jurisdiction La Quinta Permit # Study Area No. of Units 4 Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, 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 36,000 S.F. or $15,120.00 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 - Paul Ramsey Check No. 414356591 Name on the check Telephone. 951.834.2759 Funding Commercial By Dr. Doris Wilson Superintendent Fee collected /exempted by ron Ilvrey Payment Recd �$0.00 a $15,120.00 over, n er- 1 Signatur"J C NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify 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 District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO (760) 777-7012, LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: March 03, 2006 From: Doug Evans, Director-CDD Due Dater March 13., 2006 Status: 4th Review Building Plans Approval (Th,is is an approval to issue a Building Permit) The Community Development Department has reviewed the Building, Plans for the following project: Description: Address or General Location Applicant.Contact: Dunes Business Park 79-640,660,680,700 KKE Architects (626)796-8230 Y The Community Development.Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. ...these Building Plans are approved by the Community Development Department. (Vlo�-C- : tkxs n0j ivk,::.lL dae- L6tVdGCaP1 07- p IA06) - ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made, Please return them to the Community Development Department for review. Doug Evans, Director-CDD- Date 07/28/2005 13:58 6267968735 KKE ARCHITECTS PAGE 01/03 K K ZM architects KKE Architects, Inc. 525 east colorado boulevard fourth floor pasadena,ca 91101 626/796-8230 626/796-8735 fax www.kke.com Total Pages DateMme Fax 7ranss�missionq^ Zb -05 70: t7vvDAU— Projeot fK F/v/V65 kTAtL `OVIM sun,ect. �L M-Sc?4PTI-oti1 ror P�T7Aet� If Qu�S7on1�, Ala Sooz s z -inr a �7� From Telephone 6261'796-8230 Fax 6261786.8735 Project Number Copy Mailed No The Information contained In this facsimile is privileged and confidential Information Intended only for the use of the Individual recipient identified herein. If the reader of this message Is not the Intended recipient, or the employee or agent responsible for delivering It to the intended recipient, you are hereby notified that any dissemination. or copying of this communication is strictly prohibited. If you have received this communication In error. please notify us Immediately by telephone and return the original message.to us at the above address by mall. Thank you, Minneapolis las Vegas newport beach lrvine posoofeno expanding the vision•sto WWI. Althlttl, WAJJ= 174 .................s.�•.._.._...._. ,....... ........_............._ . _ ..-.�:._: • �_.__ �.; 7UfAL AM PAR}QNG STALLS- 6 ..... ........ ........ ......._ .......«....k�_...,...-._..; - TOTAL VAN PACELS AL1A SU115= 3 SNEET4_... ...... ........ ........ .. �- _._.-. ..... ...Q. WA .. ........ .. ........ ..._Y kil.f C ........ ........ ..-� . ....................... ........ ....... ........ NC:l4fG G RAPHIc SCALE SHEET INDEX MAP SCALE. 1' = IOU WATER COACHEILA VALLEY WXn OISTFDCT sFIUER COAchnu VALLEY Km oI5TR11vT ELEGM U.O. GAS THE Cali OWANY TT3FP402E %EUZCN T.V. 116E WARM CABLE USA UNDLE-MOUND S✓7i E AM 41 1 )FLOOD Zow DEVIATION PAtEL N0. 060M =6 IL ZONE K AREA OF LI FLOODING. YDH REVISION DATE OF AUGUST 19,1991 PAL DOWEIL (760) 3W-2651 PALL CDCXRELL (760) 398-2651 CARLD SPARRDA (WO) 303-7756 PAT DONS(ED) 427-2200 ROBIN ,TONES (800) 43-5000 TDR (YUMLLY (760) 34D-F312 - (800) 227-2800 NUA AL 91CF54L SL1i16CE MUST L401i5TH8E5, INC 3960 GKIM SWEET U7NG BEACUL CA, 90615 THi UNDLRSOGNED SOILS ENGINEER CERT1RES TW, NE ft `R-0THS(, GRACING PLAN AND FWND iT TO BE IN SUBSTAIILAL COMPLIANCE WITH TIE REDDINE?NDATIONS CONTAIAED IN H5 SM REP'M PROJECT NO 056-5$001 RATED FEE. 1. M. THAT HE SHALL PR04K SOPS EmGIIE7i SERVICES OU926 00N6TROCrM OF THE DCWTM Nil TOUNQKMN POSES OF THE 'FORK. 10 OBSERVI MNPU*XE WRH OESCN CONCEPTS, SIECMCAI NS AID RECOLUEIMMNS, AND TO ALLOW DESIGN QWLGE8 IN THE 01FM THAT SILIBSURFACE CONMROIES DIFFER F40W THAT ANTROPATED PRIOR M THE START OF MORUCTLEN. THE SOILS ENGMER5 WORN( WES NOT INCLUDE SUPERASSM OR DIRECTION OF THE ACRWL WM OF THE COM?ACiOR, W ELPLMM GR A6F M T11E COEIRMOR FOR TH15 PROTECT SHWLD 6E NFOINED THAT NEITHER THE PRESENCE OF THE SMS ENGINEER'S REPRESEIYTATN'E NOR THE OBSERiVATLON MM TTST9IG BY THE 90LS ENCIIIEEA 5H4LL EXCUSE NIL IN ANY IUAY FOR OFFICES OISCWTAFD IN HIS YM. ENRIQUE A RLfTCRT 005am I UNDER THE SUPERWS1CN OF: 9M. P.E. DATE 54559. EXP. 12/31/05 I BY: CITY OF LA OUINTA I. JONASSON DATE X3KS DIRECTOR/CITY ENGINEER CAM, QROFESSr 6L R • `� h Ma. C54559 ' Exp. 12/31/05 J3 CIvi 4jf � CA1-UF// am 2M ( IN FMr ) 12ch = 100 tt i r- U DESOFmwnm PARCEL 4 OF PARCEL MAP ETD. 31143 AS RiQMN IN BOON 193. PAGES 26 AND 27. OF PARCEL MAPS, RECORDS OF. RNEFSIDE COLWTY, STATE OF CVI MN L EArHVMW cwxrrnm -0NCLUDES MUCH GRADE NIOFD1G11fW45 TO PARCELS 1-3) CLIT FZL RW 8,068 CY 4.430 CY SLMIDFNCE (0.2') 2,708 CY SHRINKAGE (31) 133 CY Ovum( .3mb CY 3AM CY MfIREX SMNKAM (32) 116 CY SLIMAL 11,943 CY 11.407 L9' DJ PORT 536 CY TOTAL 11.90 CT 11.943 CY NOTE.THE KEIH COMPARM 34C NAITS NO FURFSENIAi10N CONC6t WG THE ES7lWEI) OUAHDRES ON THESE PEANS OTHER 1HAN ALL SUCH FIGURES. 14C WCRJC All FAIRTfiW1M NMmts, ARE PKMMI NARf £57DUT1S ONLY. THE ENGINEER SitALL Hur BE RIESPOMME FOR ANY OM DEIMWINS BETWEEN LSTMI D OIDVMtIM AND THE AORTAL OUIYMU AT THE TRUE OF COHSIRUCDON. THE CONTRACTOR IS RESKIMU TO FERFOIRM HS/M OTRN TAKEOFFS TO DETEM14E THE HD OII NTTIES. a MEETSim No MESC SEX I TOTE SHEET 2-5 GRAM SHEE S 6 H01990 x CONTROL 7-11 STORM DRAIN 12 DE►AlL SHI ET THE DUNES BUSINESS PARK, LLC 3550 WEST BTH STREET, SUITE 400 LOS ANGELES, CA 90020 (310) 271-4301 The Keith Companies wc 737JJ Fred Waring Or, Sv* )M Povn Desert. CA 92260 (760) 346-984.4 4. PAVELEW LEGENDS SEAL MATCH CM-MED STENCILS. CALL CITY 0S?EC10R Al (7 AR4ANCBMM FOR REKLAL DF CITY STUCILS OR Y4FDRbAA ICH RMUDM NOOK NCB. OF 5. RAISED PAVMENT AUKERS SHA.L DONFQM TO THE PROWIO S IN SECTION 85 OF TM m SPECiICA705, MRE9 PAVEIMIT WMERS A]HSAE FUR PAMIETfT NMKERS SHALL Ci J W SECTION SS-ZO4 OF THE STATE SW40 RD SPECIFICATIONS EINTFRED Wo sE-i EPOHf'1 4 N I1MERS, m O TRAFFIC STRIPES ARE) MARXIMM SKQi BE APPLIED W TWO COLTS, WITH AffLECTORZED j AND SHAH COIECRM TO SECTION 84-4 ENTf m PANTED TPAFFlr STRIPES ARSE PAVE UC f m THE SEME SMCIMO SPET]FIM1135S. 1 CS) 7. ALL TRAFFIC SUIPINC AND PAVEMIM LEGi71DS AM RASa PXIMENT MARKERS TKiT C TAAFTTC AS A RESULT OF THE MYLY INSTALLED NORK SIRD" 0if THIS PLAN SHALL Be REW OR GRINDING_ r (J 8 OEBRIS.JMM RENOVX CPERATKN SMI iE CONTAINED WLM THE NDAK AAEA A fh. ILL PRECAIUTIO16 NECESSARY TO PROTECT PUM45 AND PROPERTY AAMEIIT 1T1 1Fi SAM]I Op DEBRIS RE9ULTUfG TWG MW THE SANCIB ASSKU BE 1MMmIATELY R� 8F VE715WICA1 VACI 1L 9_ SCAf EO PA SOS SURFACE :ENDING FRAM R4T WOPAL OPERATIONS -9iQ.L HE SEAL-'O CONFTIRWNO I1D SECTION 203-8 OF THE SFANUM SPECIFCAM S. SCAM AREAS RI:SLLal GRAPHIC LEGEND RFIDVA. SWILL BE FULLY CMIED MTH AN ASPHQTIC PANTED 5411A1¢ D IV N) COMPLETELY OBUTIRATES THE OLD LEGEND FTHL. -i III Al LN MRS MALL OOHFORM TO SE)nM 56-2. TIM '40ABSIDE SIGNS,' AS SPEC2111 O�'I SPECiTCATIMS. SIMS SifALL BE REFUCTORiZED SHEET ALLNW46i,1 USING M INTENSDY OF M%1150 PROTEL711£ GVUW FRM OR APPMED EMAIL, ALL SIGNS SHALL RE Mom WrA � FAST E& CONTRACTOR SHALL INSTAL ROADWAY SIGNS AND POSTS PER THE SIGN AM PO Ln PLANS UNLESS awns[ NOTED. 1t. PER GOVERN" COVE SECITOR 4716. F THE'AICRB IS B AN'MEA *KH IS KWM 0 KNOWN, TO DOMAIN SUISURFACE 1NSTALEAT1045. CONTRACTOR SfW4 CAT4EACT UNOERGRDUED 1-600-422-4U3 AND CETWN AND IMOR! IDENDF)CATION NUMBER AT LEAST TWO 1fOFdQ14C TO CXINA"CMG ANY NOR( THAT PEREIRATES RE DR60NG SURFACE 12 STRWING LAYOUT SITYL BE APPR0IED B/ CRTY ENGIHEIRNG GFPAMEMT PRIOR TO APP PANT. CONTACT THE CITY ENLTNEEMC DFPATI" 48 MURS FRO TO 1-90111. 13. STEEL SIGN POSES 1VSMM- IN OMMETE AREAS SINALL BE IN9ML D N M hEEVES REFLMEIAK, WDGO POSTS SK41L HAVE it X it CONCRETE FILLED SWCXOUFS ARMNII PAVE EW I_I:10BI® POTTTEAND CEMENT' CONCRETE AC MUM (3' AC ITYI RR 4.5- COB) AC PAVEMERT (S ACC. WEii 5- CAB) #DIE: SEE SHEET 6 HORIZONTAL CONTROL FOR Ali DLLIENSI0.4S. viciN lr NTI CITY OF LA QUINTA m D 70 C7 H m c� (n TITLE SHEET PRECISE GRADING & STORM DRAIN PLANS PARCEL MAP NO. 31143 m LOCAME) IN THE N.E. 1 4 OF SEC 29. T55 R7E, SBM THE DUNES BUSINESS PARK co W EsGil Corporation In (Partnership with Government for Building Safety DATE: February 3, 2006 JURISDICTION: La Quinta PLAN CHECK NO.: 05-3262 PROJECT ADDRESS: Parcel 4 Highway 111 SET: III ❑ AP-ELICANT JURIS. ❑ PLAN REVIEWER ❑ FILE PROJECT NAME: Retails A, B, C & D for Dunes Business Park ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ® The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list • and should be corrected and resubmitted for a- complete recheck. ❑ The check list transmitted herewith is for your. information. The plans are being held at Esgil Corporation until corrected plans are submitted -for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff'did advise the applicant that the plan check has been completed.' Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person ® REMARKS: Included in the package are two sheets of the sheet T001(set II) where the total allowable area is shown for the 4 retails as one building. By: Bert Domingo Enclosures: Esgil Corporation , ❑ GA ❑ MB ❑ EJ . ❑ PC 1 /25/06 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CITY OF LA QUINTA - PUBLIC WORKS/ENGINEERING DEPARTMENT' GREEN SHEET (PUBLIC WORKS CLEARANCE) FOR BUILDING PERMITS, Form updated & effective 8/25/2005 Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the w Public Works/Engineering Department until .ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to Applicant. Green Sheet approvals will be forwarded to the Building Department directly by Public Works. Date: 3/29 Developer: Dunes Business Parj6.LLC Tract No.: 31 143 Tract Name: N/A Lot No.(s): 4 Address(s):.. 3550 West 6th Street Suite 400 o AngPI PGs t^A cad 20 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 E ITEMS #1 ffach .Pad Elevation Certificates in compliance with the approved design elevation for ding pad (maximum allowable deviationof +/- 0.1 foot). Pad Elevation Certificates must ecurrent (within 6 months of current date). If a precise grading plan creates the pad fo approval, please. withhold green sheet submittal until a Pad Elevation Certificat e 2. Attach geotec pica ce i Ica Tion gra mg p an 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 'Controi project information form, PM10 plan & agreement or provide alternative & valid. City approved PM10 plan set reference number or hard copy plan. PM 10 plans for commercial and .residential developments (beyond 1 lot) are submitted separately with grading plans and are subject to additional requirements. �,! Attach an approved precise grading plan for the building location(s). AO flood zone developments will require an approved flood plain development. plan. 6. Attach an approved rough grading plan for the building location(s). I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the roposed building(s)/structure(s) on the subject lot(s). Pursuant to Udings,e bove roject a be released for building permit issuance. Recommended by-7: Dated:A_4 �ao Declined'for approval for reason(s) as follow(s), please correct and resubmit: TAP\YDEPTISTAFF\Goble\Green Sheet PW Release\050824GREEN SHEET COVER.doc t LEGACY REPORT NER-574 ' � n Reissued November 1, 2005 ICC Evaluation_ Service, Inc. Bmir—SiRegional Office . WW Workman Mill Road, Whittier, CaGfaraa 90601 a (562) 699-0543 www.ICC-es.org Regional Office* m 900 Montclair Road, Suite A, Birmingham, Alabama 35213 w (205) 599.9800 Regional Office ■ 4051 West Fbssmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2306 Legacy report on the 2000 International Building Code®, the BOLA® National Building Code/1999, the 1999 Standard Building Code®, the 1997 uniform Building CodeTM, and the 2000 International Residential Code® DIVISION FINISHES Section 09250250— Gypsum Board Dens -Glass Gold sheathing is manufactured to conform to the applicable physical requirements of ASTM C 79 for gypsum G-P GYPSUM CORPORATION sheathing board and has the following characteristics: 2861 MILLER ROAD DECATUR, GEORGIA 30035-466 '/2 inch (12.7 mm) 5/, inch (15.9 mm) thick Dens -Glass WEBSITE: www,ga,com/gypsum thick Dens -Glass Gold Fireguard 1.0 SUBJECT Gold Gypsum Sheathing Type X Gypsum Sheathing t Dens -Glass® Gold Sheathing: '/2 inch (12.7 mm) thick Dens- Thickness 1/2" t'/32" 5/e" f 1/32" Glass® Gold Sheathing and 5/8 inch (15.9 mm) thick Dens- Glass®.Gold Fireguard® Type X Sheathing Weight, Ibs/m sq. ft., 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT nom. 1900 2500 2.1 Equivalent performance to ASTM C 79 (gypsum Width, nom. 4 ft. t'/8" 4 ft. t'/e' sheathing) Length, std. 8 ft.;10 ft: t1/4" 8 ft-;10 ft. t'/4" 2.2 Noncombustibility Color Yellow Yellow 2.3 Fire resistance 2.4 Structural (racking strength) 3.0 DESCRIPTION ` Dens -Glass Gold sheathing is a noncombustible, resinous coated, glass fiber mat faced, water-resistant gypsum sheathing. Dens -Glass Gold is mechanically attached 'to structural framing as a single ply backing for exterior surfacing or wall covering materials on buildings of all construction types. Dens -Glass Gold sheathing is available in two'varieties; '/2 inch (12.7 mm) thick Dens -Glass Gold Gypsum Sheathing and 5/e inch (15.9 mm) thick Dens -Glass Gold Fireguard Type X Gypsum Sheathing. Edges Square Core Water Resistant Surfacing, Face Resinous Coated Glass Fiber Mat Surfacing, Back Glass Fiber Mat "R" Value (hr ft2 °F/Btu) (ASTM C 518) , 0.56 Permeance (ASTM E 96) 23.1 Perms SI Units: 1 inch = 25.4 mm 1 foot = 304.8 mm 1 hr-ftz•°F/Btu = 0.176 m2•K/W 1 Perm = 57 ng%(Pa•s•m2) Square Water Resistant Resinous Coated Glass Fiber Mat Glass Fiber Mat not provided` 12.4 Perms ICC-ES legary reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to I any finding or other matter in this report, or as to any product covered by the report. VIZ1W copyright ° 2005 Page 1 of 3 .6 Page 2 of 3 NER-574 When tested in accordance with ASTM E 84,. the Dens -Glass Gold sheathing demonstrated a flamespread index of 25 or less and a smoke.developed index of 450 or less. When tested in accordance with ASTM E 136, the Dens- Glass Gold sheathing was determined to be noncombustible. When tested in accordance with an ASTM E 119, '/2 inch (12.7 mm) thick Dens -Glass Gold sheathing demonstrated that it met the code `requirements for use as a 15-minute thermal barrier for protecting foam plastics which might be installed as a part of an exterior wall covering assembly. When tested in accordance with ASTM E 119, 5/8 inch (15.9 mm) thick Dens -Glass Fireguard Type X sheathing applied to a partition in a single -layer nail application on each face of load -bearing wood framing members provided a one hour fire resistance, thus qualifying it for the 'Type X" designation of ASTM C 79. 4.0 ' INSTALLATION 4.1 General - Application to Wood Stud Walls and Metal Stud Curtain Walls Installation of Dens -Glass Gold sheathing shall be in accordance with ASTM C 1280, Application. of Gypsum Sheathing, the manufacturer's installation instructions, and this report. Exterior surfacings or wall coverings shall be provided over the Dens -Glass Gold sheathing as weather protection. Weather -resistant membranes (No.15 asphalt - saturated felt or other approved material) shall be provided over the Dens -Glass Gold sheathing before attaching such surfacings orwall coverings, when required by the applicable building code. Such coverings or surfacings are beyond the scope of this report. The installation instructions within this report will govern, if there are any conflicts with the manufacturer's instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the jobsite during installation. 4.2 Application to Wood Stud Walls (for Racking Resistance) For resisting wind and seismic loads, the V2 inch (12.7 mm) thick Dens -Glass Gold sheathing is assigned an allowable racking value of 99 pit (1.44 kN/m) when applied to wood stud walls as noted in the following paragraph. The maximum height -length ratio shall not exceed 1.5:1 to be considered as a shear wall segment. Marginal studs and plates shall be anchored to resist design forces. Shear walls using Dens - Glass Gold sheathing shall not be used to resist forces imposed by masonry and concrete walls. See Section 7.5 of this report for allowable load adjustments or restrictions applicable to certain seismic regions. The Dens -Glass Gold sheathing shall be applied solidly to the wall with the long dimension in the vertical direction with all edges backed by framing members. Application shall be by the use of nails: 11 gauge ,'/18 inch (11.1 mm) head; 1 V2 inch long (38.1 mm) for'/ inch (12.7 mm) thickness; and 13/, inch (44.5 mm) long for ?/8 inch (15.9 mm) thickness, spaced 4 inches (101 mm) o.c. on the edges and 8 inches (203 mm) o.c. at the intermediate supports. Nails shall have a minimum edge distance of 3/8 inch (9.5 mm). The stud spacing shall not exceed 16 inches (406 mm) o.c. for inch (12.7 mm) thick Dens -Glass Gold sheathing and 24 inches (609 mm) o.c. for 5/8 inch (15.9 mm) thick Dens -Glass Gold Fireguard Type X sheathing. 4.3 Application to Metal Stud Curtain Walls (for Transverse Wind Load Resistance) For an allowable transverse wind load pressure of 21.7 psf (1.04 kN/m2), Dens -Glass Gold shall be installed with the long dimension in the vertical or horizontal direction, mechanically fastened to minimum 20 gauge steel framing. The stud spacing shall not exceed 16 inches (406 mm) o.c. for'/2 inch thick Dens -Glass and 24 inches (609 mm) o.c. for 5/8 inch thick Dens -Glass. Fasteners shall be 1 inch to 1 V, inch (25.4 to 31.8 mm) long No. 6 Type S-12 bugle -head, self -tapping, rust resistant screws spaced 8 inches (203 mm) o.c. along the edges and 8 inches (203 mm) o.c. at the intermediate supports. Screws shall be a minimum edge distance of 3/e inches (9.5 mm). k 5.0 IDENTIFICATION Each bundle or package of Dens -Glass Gold sheathing shall bear the manufacturer's name and/or trademark, the NES logo and evaluation report number, NER-574 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature and installation instructions. 6.2 Report of physical and racking load tests conducted on 1/2 inch (12.7 mm) thick Dens -Glass Gold sheathing, prepared by Timber Products Inspection, Project No. 85-03, Report No. 1, dated February 4, 1985, signed by Walter W. Boyles. 6.3 Report on various physical tests conducted on'/Z inch (12.7 mm) thick Dens -Glass Gold sheathing, prepared by Timber Products Inspection, Project No. 89-018, Report No. 1, dated June 21, 1989, signed by Walter W. Boyles and Franklin Holmes. 6.4 Test report in accordance with ASTM C 79, prepared by Timber Products Inspection, Project No. 86-08, Report No. 1, dated August 22, 1986, signed by Walter W. Boyles. 6.5 Test report in accordance with ASTM C 79, prepared by Timber Products Inspection, Project No. 89-018, Report No. 2, dated June 21, 1989, signed by Walter W. Boyles. 6.6 Test report in accordance with ASTM E 84, prepared by Commercial Testing Company, Report No. 32983, dated February 6, 1985, signed by Jonathan Jackson. 6.7 Test report in accordance with ASTM E 84, prepared by Commercial Testing Company, Report No. 67324, Test No. 2024-7678, dated May 5,1989, signed by Jonathan Jackson. 6.8 Test report in accordance with ASTM E 136, prepared by Commercial Testing Company, Report No. 67576, Test No. 2075-9961, dated October 18, 1989, signed by Jonathan Jackson. 6.9 Test report in accordance with ASTM E 119, prepared by Commercial Testing Company, Report No. 32984, dated February 6, 1985, signed by Grady Gilbert, P.E. Ap Page 3 of 3 NER-574 6.10. Test report in accordance with ASTM E 119, prepared by Wamock Hersey International Inc., File No. WHI-495-0702 and WHI-495-0703, Job No. 495-0589, dated August 7,1985, signed by George E. Meyer, P.E. 6.11, Test report in accordance with ASTM C 518, prepared by Commercial Testing Company, Report No. 32982, dated February 7, 1985, signed by Jonathan Jackson. 7.5- 6.12 Report of wet racking tests conducted on '/2 Inch (12.7 mm) thick Dens -Glass Gold sheathing in accordance with ASTM E 72, prepared by Timber Products Inspection, Project No. 85-03, Report No. 3, dated June 24, 1985, signed by Walter W. Boyles. 6.13 Report of racking tests conducted on conditioned samples (95 °F and 50% RH) of inch (12.7 mm) thick Dens -Glass Gold sheathing in accordance in accordance with ASTM E 72, prepared by Timber Products Inspection, Project No.89-034, ReportNo. 1, dated September 22, 1989, signed by Walter W. Boyles. 6.14 Reportof tests conducted in accordance with ASTM E 96, prepared by Timber Products. Inspection: 7.6 • Report No. 93-017, dated October 25,1993, signed by Steve Standell and Diane Michael. • Report No. 94-017, dated July 14, 1994, signed by Steve Standell. 6.15 Report on testing conducted in accordance with ASTM E 330, prepared by Timber Products 7.7 Inspection, Project No. 89-047, dated January 12, 1990, signed by Walter W. Boyles. 7.0 CONDITIONS OF USE The ICC-ES Subcommittee for the National Evaluation Service, Inc. finds -that Dens -Glass Gold sheathing is an acceptable alternative material, product or method of construction to those specified in the 2000 Intemational Building Code®, the BOCA®National Building Codef1999, the 1999 Standard ,Building Code®, the 1997 Uniform Building Code'"", and the 2000 International Residential Code®subject to the following conditions: 7.1 The installation instructions given in this report and those published by G-P Gypsum shall be strictly adhered to. 7.2 The Dens -Glass Gold sheathing shall be protected from weather by an exterior surfacing or covering material approved by the local building official. No exterior surfacing or covering listing is granted or implied by this report. 7.3 Dens -Glass Gold sheathing shall not be used as a nailing base and any mechanical attachments of exterior coverings shall be made directly to the studs. 7.4 Exterior surfacings may be adhered to Dens -Glass Gold sheathing when approved by the local building official. When the Dens -Glass Gold is not covered by wall covering mechanically attached directly to the studs, structural calculations, signed and sealed by a registered design professional, shall be submitted to the building official documenting that the Dens -Glass® Gold sheathing and its fastening methods are adequate under wind loads of the applicable building code. Exception: When installed to steel framing as noted in Section 4.3 of this report, Dens - Glass Gold is permitted in applications where design wind pressures do not exceed 21.7 psf (1.04 kN/m2). Exterior stud walls shall be braced as required by the applicable code. Exception: In seismic regions where the applicable building code permits the use of shear walls constructed using gypsum sheathing, wood stud walls employing '/2 inch (12.7 mm) thick Dens -Glass Gold sheathing are permitted to be designed as engineered shear walls in accordance with the provisions of this report. Any reductions in the allowable loads for gypsum sheathing employed in certain seismic regions which are noted in the applicable building code shall be applied to the allowable load noted in this report. Dens -Glass Gold sheathing shall be kept dry prior to installation, stored off the ground and under protective covering. Should the boards become wet, they shall be allowed to dry prior to installation: Once installed, the Dens -Glass Gold sheathing shall be covered with an exterior surfacing or covering. This report is subject to periodic re-examination. For information on the current status of this report, contact the ICC-ES. N Cmvp E.-Anthony Fire chier Pmudly sceving 111C lJoinotwoonaw. urges Or itivo,4do Comq 1111(1 flic. C i I ic; o I *.- (4uiyoo I xiU . 4- .Dmxi Hot 111diaw Welk hidio Usilvire LAI 916111it Moe.efm Valley F. 50104611to dS 'Tanectila Roii Bum,=. John'ra%raglkm, 1) t% i lid 21 Diiantl 3 Roy NstriC14 RJVER,S.fDE COUNTY FIREDEPARTMAE NIT 87-675 M0hvr�,.i1 1, .24 Fi,llrtdio"CA, 92201 - (760) 8634M!, V1.)x (7611) $63-7072 `November 8, 2005 T.0: Stantec consult1ng1lic. 737,33fred Waring'Drive, Suite 100. 1, "aim Desert, CA 92260 Re, Neater system plan review Durier . Dusiness'Park /RM31 14" Tfie-atxwe rdetwiced'-water plaps liflive been reviewedand are acceptable by county' Fire'Depatunent- After (he rej!stered"Civil ,Engineer lifts signied,and staniped I -lie otiginal Mylar, pleak,submit Ilieni to this office for fire De nature. Afterall signatures are n, obtained .oft theari'kiinal. one (1),pnnt of Ifietitle sheet, is required f6,r our files, "Tice required water I systent . ncluding fire hydriints.§hall be ins,taltbd an.d.aut.pted by:the -appropriate wafer agency pnor to aoy covibustibir, buil ding:rnaterial b6i r 11 , pilwed on the construction site aridlorindividual lots. -Blue r etro-rdkefive Pavement markers shall, be m.ounte—d on pfilyate streets.: public stroets,and driveways tb.Jodicalte location offire hydrants. Any question'.regarding these conditions should.be referred to theTire',Dwartment.'p, 1ant in Engineefifl�:§taff -at '(760) W.3-8996 D I e. E�t, n s 6 n Fircsafdty Specialist Z�'FL, ),�j Cot 9M! - (760)SM-SM- Rl%(760) 863-7072. Oct 25 2005 2:38PM IID ENERGY 7603915989 P.2 IIDPD-DDC Paul Ramsey PO Box 1016 Murrieta, CA 92564 October 17, 2005 Subject: Available Short Circuit Current Calculation for The Dunes Business Park, N/E corner of Dune Palms Rd., Building B & C; 79660 Hwy 111, Suites 101-104 (Bldg. B) and 79680 Hwy 111, Suites 101-105 (Bldg. C) Dear Mr. Ramsey: The available Short Circuit Current at the secondary terminals of the transformer is 32,501 Amps RMS Symmetrical at 208 volts. This is based upon the following information: 1) Transformer size: 500 KVA 2) Transformer impedance: 4 % 3) Primary voltage: 7,200/12,470Y volts 4) Secondary voltage: 208 volts 5) High -side KVA.available: 185,000 KVA 6) Transformer.connection: Wye/Wye 7) No motor contribution to fault current. Please contact me should you have any questions, at (760) 398-5820. Thank You, Carlos Partida Project Manages CP/ms SECFAULT. Ur.ThcDunesBusinmParkbldgB&C. ninex eoofl-' �..'x Oct •25 2005 2:38PM I ID ENERGY 7603915999 p,3 IIDPD-DDC October 17, 2005 Paul Ramsey Pb Box 1016 Murrieta, CA 92564 Subject: Available Short Circuit Current Calculation for The Dunes Business Park, N/E corner of Dune Palms Rd., Building A & D; 79640 Hwy 1 11 (Bldg. ' A) and 79672 Hwy 111, (Bldg. D) Dear Mr. Ramsey: The available Short Circuit Current at the secondary terminals of the transformer is. 32,501 Amps RMS Symmetrical at 208 volts. This is based upon the following information: 1) Transformer size: 500 KVA 2) Transformer impedance: 4 3) Primary voltage: 7,200/12,470Y volts 4) Secondary voltage: 208 volts . 5) High -side KVA available: 185,000 KVA 6) Transformer connection: Wye/Wye 7) No motor contribution to fault current. Please contact me should you have any questions, at (760) 398-5820. Thank You, �arYos art d.a Project Manager' CP/ms SECFAULT.Ltr.T icDunesBusinessPukbldgA&D. f t r Oct '25 2005 2:38PM IID ENERGY 7603915999 _._.__._. P.1 Tm *caw PhM , dos ��2i�,�► Pborrr ie AWZrc4V%Q 17- tx� O Ur"* 9 'w D P•• t:+ou"w t 0 pft.. rhp V O trf.art. nocycta t Qeddeodafty Nod= Ma hdbemitdor! 'embind ta'tbb facdndk dwomemt =q, be comr4eotai and eaempt tram dtscbmm w dw law and is*dmded only fur ft an Me ladWl bd or eodt a w above. B the raclplent or reader of dds dom=mt b not tie herded mr'p'- ym am g nodw do m dl�rdiom or °� of tid, eam b �y cOwmmdcmd m la eiror. phn mdly ns m4am the or*sd mmur to the ad&m below. 7UA y by aad ' 816M Av6we as. Fo am logo Ls Qufub f CA 93353 Phone: (7601398-58" . P� �.T6o) 391-6999 ......:..... CVWD - Irrigation Meter Appmal Record Project Name: IThe Dunes Retail Center . .................. ......_................._._..........._......:....................... _................_,...... Project Highway 111 Address: Project City: La Quints Plat Sheet # 5-7-29-1 Tract Number: 131143 __.... ETo Zone #: 13A = 75.00" CVWD Plan #: 05-166 Sheet #'s: -__........ __._.... _......._.. _: Owner/Developer IThe Dunes Business Park, LLC Plan Receipt Date: - -....................._........... _ ............... _- ...._......_ ....._... Approval .... ... .... : Landscape Arch: Cummings Curley And Associates Plan royal Date: 9/21/2005 _............... ......... .......... ........_...... .......................: .......:....,...:.. Contact Name: Cert. of Compl. Date: Contact Number 323-344-4240 ' Plan Check Fee: $0.00 Other: Meter and 1" w/ 1" RP Backflow. Plan Check Comments: September 30, 2005 1) Show CVWD signature block on all sheets. 2) Show a graphic scale line on all design sheets. 3) Turf areas between the sidewalk and curb are not allowed unless they are subsurface drip irrigated. 4) Turf areas less than 8' wide must be subsurface drip irrigated. 5) Show locations of all utilities in the project area. 6) Specify a 1" irrigation meter with 1" RP backflow installed by CVWD. 7) The MAAWA and EAAWA square footages do not match. 8) Recalculate the turf EAAWA using 0.7 for the plant factor and use .75 IE for sprayheads. 9) Specify drip irrigation or pc bubblers for trees in turf areas for deep watering. 10) Show note for 18" sprayhead setback at curbs, sidewalks and hardscape. 11) Show a pop-up sprayhead detail on sheet L3.0. 12) Show station number on valve keys. 13) Show store names if known. Area ---�------------- --- __.. -- -- -.. .._� Description: #Units - Area: . -.. 27242 MWA: 101.6'. EWU: Friday, September 30, 2005