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07-2250 (CSCS)P.O. BOX 1504 = 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: C07-00002250-�7 45305 SEELEY DR 604 -040 -075 - NEW COMML - STORES TOURIST COMMERCIAL 450150 T-iht 4 - 4 " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT & CUSTOMER SERVICE Architect or Engineer: al P LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business ofess' als ode, and my License is in full force and effect. License Class: B -C36 en No.: 570943 ate: •Q C ractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale ISec. 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: LQPERMIT Owner: APPLECORE ENTERPRISES 2505 16 TH ST. S.W. MINOT, ND- Contractor: MAK 25 2008 CLARK CO CTORS INC 26902 VI TA11 LAQUINTA LAKE FOR ST, C F DEPT. (94 9) 5 81--`57 77— Lic. No.: 570943 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/25/08 ' 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 PRAETORIAN INS Policy Number P0011020034143 _ 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 ^e wor rs' compensation proves sof Section 3700 of the Labol Cod , fort ith om ly th t ose provisions. - WARNING: FAILURE TO SECURIPNORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT 'ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within -180 days from date of issuance of such permit, or cessation of work for -180 days will subject permit to cancellation. I certify that I have read this application and state that the above info anon i c rect. I agree to comply with all city and county ordinances and state laws relating to wilding con ructi an he by thorizer e25eni'dlies of this county to enter upon the above-mentioned pro erty ins ction es te: •� gnature (Applicant or Agentl: Application Number . . . 07-00002250 ------ Structure Information 5,914SF SHELL BUILDING/V-NR/A-3/CLASS A ----- Other struct info . . . . . CODE EDITION 2001/2004/2005 FIRE SPRINKLERS FULLY MIXED-USE OCCUPANCY A-3 OCCUPANT LOAD 201.00 PATIO SQ FTG 716'.00 1ST FLOOR SQUARE FOOTAGE 5914.00 Permit . . BUILDING PERMIT. Additional desc INVESTIGATION FEE ASSESSED Permit Fee . . 3736.00 Plan Check Fee 1214.20 Issue Date Valuation . . . . 450150 Expiration Date 9/20/08 Qty Unit Charge Per Extension. BASE FEE 2507.50 351.00 3.5000.THOU BLDG. 100,001-500,000 1228.50 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . •265.00 Plan Check Fee -66.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/20/08 Qty Unit Charge Per Extension BASE FEE, 15.00 4.00 11.0000 EA MECH FURNACE >100K 44.00 4.00 9.0000 EA MECH'SUSP/WALL HEATER 36.00 4.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 66.00 2.00 6.5000 EA MECH VENT FAN 13.00 3.00 6.5000 EA MECH EXHAUST. HOOD 19.50 11.00 6.5000 ---------------------------------------------------------------------------- EA MECH.OTHER MECH EQUIPMENT 71.50 Permit ELEC-NEW"COMMERCIAL Additional desc . Permit Fee . . . . 147.60 Plan Check Fee. 36.90 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/20/08 Qty Unit Charge Per Extension BASE FEE 15.00 6630.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 132.60 Permit . . . . . . PLUMBING LQPERn1IT Application Number 07-00002250 Permit . . PLUMBING Additional desc Permit Fee . . . . 376.50 Plan Check-Fee 94:13 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/20/08 - Qty. Unit Charge Per Extension BASE FEE 15.00 45.00 6.0000 EA PLB FIXTURE 270.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 6.0000. EA PLB ROOF DRAIN 12.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 12.0000 EA PLB INTERCEPTOR 12.0.0 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 - 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 10.00 .7500 EA PLB GAS PIPE >=5 7:50 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 9/20/08 Qty Unit Charge, Per Extension BASE FEE 15.00 -------.--------------------------------------------------------------------- Special Notes and Comments 5,914SF SHELL BUILDING/V-NR/A-3/CLASS A [APPLEBEE'S NEIGHBORHOOD GRILL & BAR] THIS PERMIT DOES NOT INCLUDE SITE WALLS OR LIGHTING, BUILDING SIGNAGE AND TRASH ENCLOSURES. [A-3 OCCUPANCY, 201-OCCUPANT LOAD, TYPE V-N < 6000SF CONSTRUCTION]" 2001 CBC, CMC, CPC, 2004 CEC, 2005 ENERGY. February 14, 2008 11:44:54 AM AORTEGA **INVESTIGATION.FEE ASSESSED PER 1997 UNIFORM ADMINISTRATIVE CODE §304.5 FOR WORK BEGUN WITHOUT BUILDING PERMIT** [INVESTIGATION FEE ASSESSED TO BASE BUILDING ADA - PERMIT FEE, DOUBLE THE AMOUNT OF BUILDING PERMIT FEE ONLY]- NLY]"---------------------------------------------------------=------------------ ----------- 7 ---------------- 7 ----------------------------------------------- Other Other Fees . . . . . . .. ACCESSIBILITY PLAN-REVIEW 121.42 LQPEn11T Application Number 07=00002250 ---------------------=---------------------------- Other Fees -------------------------- ART IN PUBLIC PLACES -COM 2230.75 1 DIF CIVIC CENTER - COMM 1904.30 ENERGY REVIEW FEE 121.42 DIF FIRE PROTECTION -COMM 266.12 STRONG MOTION (SMI) - COM 94.53 DIF STREET MAINT FAC -COMM, 626.88 DIF TRANSPORTATION - COMM 17972.64 Fee summary Charged Paid Credited Due ' Permit Fee Total 4540.10 277.50 .00 4262.60 Plan Check Total 1411.48 1222.50 .00 188.98 Other Fee Total 23338.06 "00 .00 23338.06 Grand Total 29289.64 1500.00 00 27789.64 LQPERA11T 30-DAY TEMPORARY Certificate of Occupancy EXPIRES September 2Z 2008 4449W& Building & Safety Department This Temporary Certificate, issued pursuant to the requirements of Section 109 of the California Building Code, and with the concurrence of the Public Works Department and Community Development Department, certifies that the APPLEBEFS, at the time of issuance, was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 45-305 SEELEY DR. Use classification: COMMERICAL Occupancy Group: A13 Type of Construction: V_N Owner of Building: APPLECORE ENTERPRISES Building Official Building Permit No.: 07-2250 Land Use Zone: CT Address: 2505 16th ST. S.W. City, ST, ZIP: MINOT, ND 58701 By: STEVE TRAXEL Date: AUGUST 21, 2008 Certificate of Occupancy T4ht 4 4Qumrw Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 45-305 SEELEY DR. Use classification: COMMERICAL (APPLEBEFS) Occupancy Group: A/3 Type of Construction: V-N Owner of Building: APPLECORE ENTERPRISES l -- Building Official POST IN A CONSP Building Permit No.: 07-2250 Land Use Zone: CT Address: 2505 16th ST. S.W. City, ST, ZIP: MINOT, ND 58701 By: STEVE TRAXEL Date: AUGUST 22, 2008 P.O. BOX 1504 APPLICATION ONLY Building n f- H 78-495 CALLE TAMPICO Address �(/ /e / = LA QUINTA, CALIFORNIA 92253 Oer ti7n116 CUFF IS TCYDPIScS BUILDING: TYPE CONST.JCL�000. GRP.A-3 maiiAdd ess a S Qs l T"ta 5, j , ' _ A.P. Number City �'S_E-701 Tel. q O ( Legal Description Al K0 "� IN1,93kaS,sV—sT.' 1 Contractor Project Description Or—W, ISOL' f Address fl S+CLQ r Gt.4 City Zip Tel. 6tate Llc. City & Classif. I Lic. # „W., I Designer C R 141) Address Tel -7 tL( ur,A,.1 CA I c.�77., ILic. # 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 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). ❑ 1, 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 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 shpuld 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 Sq. Ft. l��'r No. No. DIN. Size -� -(- Stories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ "(3,1l Kc r Plan Chk. Dep. ,J00 , 0 Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. - Grading Driveway Enc. Infrastructure psi ?(^ 1 a , CiTy OF t t i� ?PT. TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by:_ Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE aamrai P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 January 24, 2008 Ms. Deborah Kerr Kerr Project Services, Inc. 4655 Cass Street, Suite'200 San Diego; CA 92109 FILO BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 RE: Plan Review Extension Request -45305 Seeley -Drive (Applebee's) Dear Ms. Kerr: I have reviewed your letter dated 1/24/08, requesting a time extension for.the Plan Review of the restaurant at the above address submitted under Application number 07-2250. Plan review status: Original application date: 08/07/07 180 -day expiration date: 02/04/08 180 -day extension date: 08/04/08 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 Monday, August 4, 2008, your application will expire automatically. Yours truly, Greg Butler Building & Safety Manager kerr project services, i.nc. January, 24, .2008 Mr. Tom Hartung City of La Quints Building Department 78-495 Calle Tampico La Quinta, CA 92253 .Subject: Applebee's 45-305 Seeley Drive Plan File #07=2250 Dear Mr. Hartung; Applebee's filed for plan check review on August 7, 2007. Our current plan review period is scheduled to expire on February 2, 200:8 (180 days after filing). Per our conversation, we are hereby requesting a 180 day.extension of the plan review period. . We: anticipate finalizing plan. review and approval. and pulling permits in the. next .30 to 60 days. Your consideration and approval. is greatly appreciated. Please feel free to call me if.you have any questions or need additional information. ere orah Kerr err Project eroices Agent for Apple Core Enterprises, Owner Cc: Myron Thomps.onLApple Core Bob Lamont/Apple Core 4655 Cass Street Suite 200 San Di,e.g:o.Californ.i.a•,9:2109 III p-8.58..:273.4649 i f.858.273,4739 s rri m czn to rn M n CO C3, 4M _ t!= iue MA _Z /)69 Comments 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 5,914 S.F. or $2,483.88 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 OC -California Bank, Bill Kerr Check No. 182093880 Name on the check Telephone 619/778-7538 Funding Commercial BY Dr. Sharon P. McGehee Superintendent Fee collected /exem ed by Patri ia.Barbuzza Payment Recd $0.007.7 $2,483.88 =� ` overh ndar Signature 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 without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting 4 CERTIFICATE OF COMPLIANCEFtsc Desert Sands Unified School District 47950 Dune Palms Road < BERM DAD NES Q BERMUDA DUNES Date 3/5/08 q La Quinta, CA 92253 � RANCHOIAN WE LS d INDIAN WELLS 'ter No. 29944 (760) 771-8515 DESE �� PALM LA QUINTATZy�' "PIN0 i N1 0 Owner Applecore Enterprises APN # 604-040-075 Address 45-305 Seeley Drive Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # No. of Units Type Commercial Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 45305 Seeley Drive 5914 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments 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 5,914 S.F. or $2,483.88 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 OC -California Bank, Bill Kerr Check No. 182093880 Name on the check Telephone 619/778-7538 Funding Commercial BY Dr. Sharon P. McGehee Superintendent Fee collected /exem ed by Patri ia.Barbuzza Payment Recd $0.007.7 $2,483.88 =� ` overh ndar Signature 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 without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting John R. Hawkins Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont .. Calimesa Canyon Lake .;. Coachella Desert Hot Springs 4. Indian Wells . 4. Indio 4 - Lake Lake Elsinore La Quinta Moreno Valley. 4. Palm Desert Perris Rancho Mirage 4. San Jacinto 4. 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 77-933 Las Montanas Rd., Suite 201 • Palm Desert, Califomia 92211 • (760) 863-8886 • Fax (760) 863-7072 August 23, 2007 Bill Kerr 4655 Cass St. #200 San Diego, CA 92109 r Re: Non -Structural Building Plan Review. LAQ-07-13P-073, Applebee's, 45-305 Seeley Dr., La Quinta. GON nir(OMS AU pA- a SEP 1 2007 �D Fire Department personnel have reviewed and approved the plans you submitted, for the above referenced 4W wm project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) Fire Department approval is based upon the 2001 CBC requirements for Group A-3 occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 2) Repair work and/or maintenance using open flame equipment, welding or the use of Class I, II, or III -A liquids are prohibited. 3) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1500 gpm for a 2 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 4) The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2" x 21/2") located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 2300 Market Street, Suite 150 • Riverside, California • (951) 9554777 • Fax (951) 955-4886 39493 Los Alamos Road, Suite A t Murrieta, California 92563 9 (951) 600-6160 • Fax (951) 600-6164 5) Prior to the issuance of a building permit, applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department for review. Plans shall conform to the fire hydrant types, location and spacing, and the system shall meet the fire flow a requirements. Plans must be signed by a registered Civil Engineer and/or the, local water company with the following certification: '"I r certify that the design of the water system is in accordance with the requirements prescribed by the Riverside County Fire" Department".' - - , , 6) Provide written certification from the appropriate water company that hydrants will be installed and will produce the required fire flow. The following conditions must be met prior to occupancy: y ; • ` { 7) • Install a complete fire sprinkler system per'NFPA 13. The post indicator valve and fire department connection shall be located to the , front within 25' to 50' of a hydrant, and a minimum of 25' from the Building. System plans must be submitted to the Fire Department - for review, along with a planfinspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. (Fire sprinkler riser location should be p/aced within the building in relation to the approved location of the FDC/P/V.) 8) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation A -from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and . attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 9) Install a Manual and Automatic Fire Alarm per NFPA 72, which must includeinitiation by manual pull, any automatic device and activation of fire sprinkler water flow. System shall include occupant notification by audio/visual devices, and detectors -in all . unattended spaces. System plans must be submitted to the Fire Department for review, along with a plan checklinspection fee. Buildings/facilities 10) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is ` protected with a fire alarm system or burglar alarm system, the lock boxes'will require "tamper" monitoring. Special forms are *� available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. a' Other requirements: 4' ~ 11) Install panic hardware and exit signs as per Chapter, 10 of the 2001 CBC. - ?t 12) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane painting and/or'signs. 13) Install portable fire extinguishers per Title 19, but not less than 2A1OBC in rating.' Contact a certified extinguisher company for proper placement and spacing of equipment. a 14) Shelving, counters, etc., must be in place, however, no merchandise may, be placed in the building prior to inspection. , ' 2300 Market Street, Suite 150 • Riverside, California • (951) 955-4777 o#Fax (951),955-4886' 39493 Los Alamos Road, Suite A • Murrieta, California 92563 • (951) 600-6160 Fax (951) 600-6164 ' , 15) Comply with Title 19 of the California Administrative Code. 16) All fire sprinkler systems, fixed fire suppression systems and alarm plans must be submitted separately for approval prior to construction. Contractors should contact the Planning & Engineering office for, submittal requirements. 17) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. 18) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 19) Room capacity shall be posted in a conspicuous place on an approved sign near the main exit from the room. 20) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicarittinstaller shall be responsible to contact the Fire. Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886: 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 Norman Davidson Fire Safety Specialist 2300 Market Street, Suite 150 • Riverside, Califomia • (951) 955-4777 • Fax (951) 955-4886 39493 Los Alamos Road, Suite A • Murrieta, California 92563 • (951) 600-6160 • Fax (951) 600-6164 COACHELLA VALLEY WATER DISTRICT ASSESSOR'S PARCEL NUMBER 85-995 Avenue 52 Coachella, California 92236 (760) 398-2651 - APPLICATION FOR WASTEWATER INTERCEPTOR/SEPARATOR APPROVAL APPLICANT: Submit this form with. a copy of a SCALED plot plan (1" = 20' to 1" = 40' SCALE) drawn to District specifications. A nonrefundable filing fee is requited when the application is submitted. Check must be.made payable to the Coachella Valley Water District. Approval of this application shall remain valid for a period not to exceed one (1) year from date of payment. Plan Check No. ' Agent, Contractor, ContactPerson Address City State Zip Telephone I- L S S S+ �n l o CA lG 6 (g ? 7k 7J--*' Owner Address Ci State Zip Telephone j lt'41f Frt r tkScrr aS`6S r�Sf S,4J M (Ko 1 &b -Q76 7a/d39- ee Job Property Address City Zip S3oS S Dr e u Legal Description < < �Q DBA b( s �e /j,( PLEASE COMPLETE THIS SEC ION FOR REVIEW OF FhhD ESTABLISHMENTS NOTE: PLANS WILL NOT BE ACCEPTED UNLESS THIS APPLICATION IS COMPLETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Constructlo New Food Facility Remodel of Existing_Food Establishment Hours of Operation Seating Capacity Internal External External Seating with Misters or Heaters Bar with Food Service t/' Bar Nonfood Service Water Softener Service: Multiservice (reusable) Single Service (disposable) OWNEWREPRESENTATIVE DECLARATION: I certify that I have read the entire application and state that all information is correct. I understand that the amount of fee paid is based on my declaration of information on this form and that incorrect information is grounds for decrial of the submitted plans. I also understand that plans will be discarded if not picked up within sixty (60) days of approval or denial and that no inspection of my establishment will be conducted, or approval granted to operate, until all proper information requested has been eived and plans have been approved and returned. Signature 00 Date ! n: k 1].( k-� .' Vli ;�'t'�:J 3=i r FQR DISTRICT USIr ONLX {z1 .L. Y Ya =yx i.i ti� j: - ti ,^�{. y'l „, k� .{�, No. of Systems Type of System(s) No. Dwelling Units ❑ Spd/Oil ❑ Grease Interceptor Waived � Fixture Units a Interceptor M -New ❑ Existing ❑ Lint Trap ❑ Replacement ❑ Addition ❑ Clarifier I ❑ Connect to Sewer 01/0Q1040 Gal. REMARKS: This application is: pproved ❑ Denied ❑ Conditional Approval' Fee $ Check No. 4c) 3 0 �d U'7' *See Remarks Date Q Initial Si CVWD-921 I IMPAR"IWENi ENVIRONMENTAL HEALTH FOOD ESTABLISHMENT PLAN APPROVAL NOTICE Plan Check # 3314 Date 1/29/08 Project Name Applebee's Restaurant Address 45-305 Seeley Drive, La Quinta Plans Submitted by Bill Kerr Phone (619) 778-7538 Owner Applecore Address 2505 16"' St. SW Phone (701) 838-2855 Enterprises Minot, ND The plans are now approved subject to the conditions listed below and the attached compliance sheet 1. Provide a will serve letter from the appropriate water and sewer district. Provide a grease interceptor sizing letter from the appropriate aaencv. 2. Provide a certified air balance report for each exhaust hood and make up air 3. The bar 3 -compartment sink must have 18° long drain boards. See redline correction sheet K1 and email from Bill Kerr showing the corrections made to sheet K1 and K2. 4. Provide an approved high velocity air curtain over the delivery door. See redline correction sheet K2 and email from Bill Kerr showing the correction made to sheet K2. 5. Provide 12° high splash guards on the sides of the hand sinks that are next to other equipment. 6. Provide adequate sneeze protection to be evaluated at field inspections (ie. for the overhead hanging glasses at the bar.) CONSTRUCTION INSPECTIONS: Contact the Plan Checker for a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed.. Request for inspection should be made at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to operate shall not be granted, or remodeled areas approved to operate, until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working days in advance. PLANS CHECKED BY Kelly Amon, REHS Phone (760) 320-1048 I acknowledge th corrections note h rein and as indicated on the plans and agree to incorporate them during construction: r 0� Signature Date Company Name ,�� � 109 SCM c�, DEH -SAN -178 (Rev 2/06) Corona Hemet Indio Murrieta Palm Springs Riverside 2275 S. Main St Suite 204 800 S. Sanderson 4T-950 Arabia St -A--.3 8740 Sky Canyon Dr 2500 N. Palm Canyon Dr 4065 County Cir (951) 273-9140 (951) 766-2824 (760) 863-8287(951) 1 461-0284 . (760) 320-1048 (951) 358-5172 Fax (951) 520-8319 Fax (951) 766-7874 Fax (760) 863-8303 Fax (951) 461-0245 Fax (760) 320-1470 Fax (951) 358-5017 Department Web Site — www.rivcoch.org 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. D ac � Z� 6 � Developer: `7' A �`v J�� C� � � . t. � .. Tract NA.: Tract Name:. Address(s):--�alrz- Lot No.(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 ITEM911 #2. #3 AND #5 BELOW • ALLSc PROVIDE ITEMS #7 BE }- 5 — n( Oc& 67—,3 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 precis e: grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be. provided.. 2, Attach g8otechnical. 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 1'0 plan & agreement or provide alternative & valid City approved PM 10 plan set reference number or hard copy plan. PM.1.0 plans for commercial & resid.ential. 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 floodplain developrnent plan. 6 Attach an approved rough grading plan for the building location(s). 7tach wall plan &. related approved grading plan: _Attach sign layout/plan & re.lated 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 propo d buildings/structures/walls/signs on the subject lot(s). Pursuant to 'ndings, the above project m e released for building .permit issuance. Recommended by:Z Dated: Public Works Distribution: (_Green Sheet to Building & Safety counter (_) Green Sheet to Community Development Declined for approval for reasons) as follow(s), please correct and resubmit: 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:IN.: Z� 6 c Developer: S .. 4i Q � v � l . Tract Tract Name: (—_ zp I jJ 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 #-Z,.#3 AND #5 BELOW ALLS: PROVIDE ITEMS #7 BES 5���- Z� a125 67-'3 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 1:0 plan & agreement or provide alternative & valid City approved PM 10 plan set reference number or hard copy plan. PM 1.0 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 floodplain. development plan. 6 Attach ah approved rough grading plan for the building location(s). 7: tach wall plan &. related approved grading plan. .-Pt-F., S- (r1� • � D �02� Attach sign layout/plan & related precise..grading/iandscape plan. I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the propo d buildings/structures/walls/signs on the subject lot(s). Pursuant to nndings, the above project m e released for building permit issuance. Recommended by: Dated:. 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: City of La Quinta - PM 10 Proiect Information (< 1 acreper Lot or in Praject) Page 1 of 3 ,Form updated & effective 8/25/2005 Project Information Project Phase Project Contractor: Project Phase (Check One): ❑ Construction ❑ Demolition Project Name: Project Tract Number: Lot Number(s): Anticipated Start Date: Anticipated Completion: Project Street Address: Total acres in active construction (< 1 acre. per Lot): Project Contact Information Please Note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non= business hours. Name: Title: Company, Name: Mailing Address: City: State: Zip Code: Primary Telephone Number: . Fax: 24 Hour Access/Emergency Phone: Cell Phone: PM 10 Certificate Number: ❖ Expanded PM10 plans for commercial and residential developments > 1 acre are required by the City of La Quints. P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLS TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760)777-7011 To: Greg Butler, Building& Safety Manager From: Les Johnson, Director -Planning Permit #: To CDD: �' ��' O 7 Due Date: 7 Status: ' el� Building Plans. Approval (This is an approval to issue a Building Permit) The Planning. Department has reviewed the Building Plans for the following project: Description: Address or General Location: 4.5- 30 S 9d� LA Applicant Contact: 4,�J -77b- -7508 The Planning Department finds that: ❑ ...these Building Plans do not require Planning Development. Department approval. ...these Building Plans are approved by the Planning Department. these Building Plans require corrections. Please forward a copy of the S attached corrections to the applicant. When the corrections are made please return them to the Planning Department for review. Les Johnson, Director -Planning Date ,a^ C • R • H O Architecture • Interiors • Planning 195 South C Street, Suite 200 Tustin, California 92780 714-832-1834 FAX: 714-832-1910 September 12, 2007 Stan Sawa City of LaQuinta, CA Re: Applebee's 45-305 Seeley Drive (SDP 2007-889) Plan Check # 07-2250 Response to building plan check correction list: 1. Added the Case Number to the lower RH side of CS -1. 2. Added roof top mounted equipment to A-5.1 3. Added note to detail 13 on SP -2 that states that this sign requires a separate permit. 4. Landscaping plans are being submitted separately. Submittal is being handled by KPS. Sincerely, CRHO Inc. Architects Eva Sloan Colwell Ray Hornacek Okinaka, Incorporated REQUEST FOR INFORMATION CLARK CONTRACTORS, INC. 26902 Vista Terrace , Lake Forest, CA 92630 (949)581-6577 * Fax (949)581-3491 Date: April 30, 2008 Architect: Eva Sloan RFI #: Engineer: O Project Title/No: Applebee's La Quinta Owner/No.: Apple Core Project Address: 45-305 Seely Ave., La Quinta, CA Plan Reference, i.e.; pg/detail: Information requested: Please clarify if walls frame to 10'-6" + or at 4'-0". Reply: The framing of the wall goes to 6" above the ceiling. It will have an open "pocket" for the community wall at +4'-0". Detail #1 and #2 on sheet A-7.1 are not used on this project. All storm drains are connected to the storm drain system. The access panel at the "stone" column in the bar is not needed by FSE. Finish of wall below bar top shall be FRP from bar die wall to corner. Fire wrap can be substituted for the one hour rated duct shaft if approved by local inspector. Eva Sloan 5-1-08 Please reply promptly to this request as the project schedule may be affected. Contact person is listed below, if verbal clarification is necessary. Include plan dates and deltas when making references to drawings. Thank you. Contact person: Jenifer Tice (949)581-6577 x252ienifert(c'D_clarkcontractorsinc.com C R H O Architecture • Interiors • Planning 195 South C Street, Suite 200 Tustin, Cafifomia 92780 714-832-1834 FAX: 714.832-1910 - May 21, 2008 John Packwood Clark Contractor's Inc. 26902 Vista Terrace Lake Forest, CA 92630 Re: Applebee's La Quinta, CA Field clarification #2 Install the V211 plywood to the metal studs with 2 Y? x .1,Vdia. ring shank nails at approx. 12" on center. 'O'N „'i O -1 'No.:C _6:.05 Re-. E�31-� CF;CAL "CO .y LI Colwell Ray Hornacek Okinaka, Incorporated 0 -- C R f -f o _=.rG;rraea:r� • Irfa:res • Pl�,nn:nn 195 South C Street, Suite 206 Tustin, California 92780 _ 714-832-1834 FAX: 714-832-1910 — ey May 13, 2008 Jenifer Tice Clark Contractor's Inc. 26902 Vista Terrace Lake Forest, CA 92630 Re: Applebee's La Quinta, CA Field clarification #1 Install a header made up of (3) 2 x 10's above door at entry for the storefront support. Sincerely, CRHO Inc. Architects w&===, - Eva Sloan Colwell Ray Hornacek Okinalfa, Incorporated e r 5 H I M A J I May 9, 2008 Ms. Eva Sloan IL C.R.H.O. Architects L A S C o L A 195 S. C Street 200 structural engineers 23682 birtcher drive Tustin, CA 92780 lake forest, ca. 92630 (949)770-9967tel (949)770-9542fax Subject: Roof sheathing correction Applebee's — La Quinta, CA Ms. Sloan: As requested, we have reviewed the correction notice from the building department with regards to the roof sheathing provided. 19/32" APA rated T & G sheathing with 20" oc span rating is structurally acceptable for the main roof diaphragm based on APA and building code design requirements. . If we can be of any further assistance regarding this matter, please do not hesitate to call. Sincerely, Steve Sheppard, P.E. Project Engineer Attachments: building department correction notice r S H I M A J I STRUCTURAL OBSERVATION . . L A S C 0 L A structural engineers 23682 birtcher drive r ' lake forest, ca. 92630 + (949)770-9967te1 S (949)770-9542fax + . Date: May 15, 2008 , t !, ti Y •- Location: Applebee's `' Y ' La Quinta. CA r Report No.: S007075a r Building Permit No.: a Structural Observer: Steve Sheppard, P.E. Observations: Framing, shear walls, roof sheathing, drag and chord, connections, straps and hardware. , \ Deficiencies: No deficiencies were observed." Please call if you have any questions. ry• �' Sincerely, r s r Shimaji & Lascola, Inc. Steve Sheppard, P.E: A. StructOW7075a •� - r 1 + 04/09/2008 15:00 909-3641781 E'er EADSON PAGE 02/02 EADSON & ASSOCIATES, INC. Surveying & Mapping Consultants - California • Nevada • Arizona April 9, 2008 Clark Contractors 26902 Vista Terrace Lake Forest Ca. 92630 Re: Certification Building Form Lime & Grade Applebee's 45-305 Seeley Avenue La Quinta, Ca. 92253 Pursuant to the requirements of the La Quinta, I hereby certify that the building linc & grade at the above-mentioned site substantially conforms to the approved grading plan as prepared by Tait & Associates, Inc. Dated: April 9, 2008 goo LAH� Sp9` William on, L.S.6154 * No, 0164 CA��F�� 14125 Telephone Avenue, Suite 1 • Chino, CA 91710 • (909) 364-1681 • Fax (909) 364-1781 office@eadson.com Sladddn Engineering 6782 Stanton Ave., Suite A 77-725 Enfield Lane, Suite 100 Buena Park, CA 90621 Palm Desert, CA 92211 (714) 523-0952 (760) 772-3893 Fax (714) 523-1369 Fax (760) 772-3895 049662 450 Egan Ave 15438 Cholane Road Beaumont, CA 92223 Victorville, CA 92392 (951) 845-7743 760-962-1868 Fax (951) 845-8863 Fax 760-962-1878 Date Lf - l0-0,? Job No. S-ez -- FIELD MEMO Project Name , Client: _ ,Site -Address wall,yx v s�l n Vim' \-e s Job Phone Work Done o,'\ �k�N 1d�L� �ti1q S Test .Summary. / Footings Inspected Test. No. Location Elev. Dry Density Moist % . % Relative Compaction Ref. Max pcf . Moist % Comments Meld Tech. - ! SupAr. or Agent 24 hour notice requested to -schedule Field Technician. Thank you for the opportunity Io be of service. Forth SE -0001 (Rev. 9/06) John R. Hawkins Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Calimesa Canyon Lake 4. Coachella Desert Hot Springs Indian Wells Indio Lake Elsinore 4. La Quinta 4. Moreno Valley Palm Desert Perris e. - Rancho Mirage 4. Rubidoux CSD 4. 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 77-933 Las Montanas Rd. STE 201 Palm Desert, CA 92211-4131 (760) 863-8886 Fax (760) 863-7072 Date Y6& La Quinta Building Department RE A 21210 beep The CRiverside County Fire Depar tment is granting the fire clearance for the following qJ location J d 5 S(�Q Please call if you should have questions. 760-863-8886. Thank You espectfully, Ja n Stubble Fir Safety Specialist 6(J'L).NTY OF RIVERSIDE COMMUNITY HEALTH AGENCY DEPARTMENT OF ENVIRONMENTAL HEALTH ENVIRONMENTAL HEALTH SERVICES SUPPLEMENTAL REPORT TO SAN. FORM # DATE SUBJECT PERMIT NO. ADDRESS Ll INSPECTOR 1 (0 4. REMARKS: C\11 0 , Ll G, \^ S (�,4/ i n"6 i, .,? L N "evk Q fes: C Qj,\4� C-�\A L, 4S Ci IL (v C L2 Q CA # It A, z,.Aj; VT n ff,, o* J XrI 0 1 DEH -SAN -1 18 (Rev 8/021 Distribution: WHITE—Office; CANARY—Owner; PINK—Office P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager From: PAUL GOBLE; SENIOR ENGINEER 4 BUILDING & SAFETY DEPARTMENT (7 60) 777-7012 FAX (760).777-7011 To PW: 04-23-08 Due Date: 04-30-08 Permit #: 08-664 Status: .1st REVIEW Building Plans Approval (This is an approval to issue a Building Permit) - The Public Works Department has reviewed the'Building Plans for the following project: Description: RETAINING WALLS / APPLEBEE'S Address or General Location: 45-305 SEELEY DRIVE Applicant Contact: JOHN PACKWOOD 949-795-2002 The PUBLIC WORKS DEPARTMENT finds that: ❑ ...these _Building Plans do not require PUBLIC WORKS Department approval. ir-�/these Building Plan are approved by the PUBLIC W RKS Department. 08104t o $oZl 4"A--Lov,'P ❑ ...these Building Plans require corrections: Please forward a copy of the P9__ attached corrections to the applicant. When the corrections are made 4 Wz58 Please return them to thBLIC WORKS Department for review. PAUL GOBLE SENI NGINEER Date n TdY 4 4'aubirdi P.O. BOX 1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager BUILDING & SAFETY DEPARTMENT (760)'777-7012 FAX (760) 777-7'011 To PD: 04-23-08 From: Les Johnson, Director -PDD Due Date: 04-30-08 Permit #: 08-664 Status: 1 ST REVIEW Building Plans Approval r. (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following project: Description: RETAINING -WALLS / APPLEBEE'S Address or General Location: 45-305 SEELEY DRIVE Applicant Contact: JOHN PACKWOOD 949-795-2002 The Planning' Development Department finds that: . ❑ ...these Building Plans do not require Planning Department approval. `® ...these Building Plans are approved by the Planning Department. ❑ ` ...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 Planning Department for review. Les Johnson, Director -PD 0 Date TITLE 24 REPORT. Title 24 Report for: Applebee's Neighborhood Grill and Bar 45-305 Seeley -Ave. La Quinta, CA Project Designer: Gary L. Petrak 1751 East Garry Avenue Santa Ana, CA 92705 (949) 428-8800 Report Prepared By: Gary L. Petrak GLP Engineering, Inc. 1751 E. Garry Avenue Santa Ana, CA 92705-5814 (949) 428-8800 CITY OF LA.QUINTA Job Number: BUILDING & SAFETY DEPT. 130.0113 APPROVED FOZCNSTRUC TIONDate: DATBY 2/5/2008 1, 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: 130.0113 User Number: 5481 Ah luj CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG -1-C. PROJECT NAME DATE Applebee's Neighborhood Grill and Bar 2/5/2008 PROJECT ADDRESS 45-305 Seeley Ave. La Quinta' PRINCIPAL DESIGNER - LIGHTING TELEPHONE Building Permit # Gary L. Petrak (949) 428-8800 DOCUMENTATION AUTHOR GLP Engineering, Inc. TELEPHONE 949 428-88001 Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE ' 09-13-07 5,914 Sq.Ft. - ' 15 BUILDING TYPE O NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTELIMOTEL GUEST ROOM ❑X CONDITIONED SPACES ❑ UNCONDITIONED SPACES ; ❑ INDOOR & OUTDOOR SIGNS PHASE OF CONSTRUCTION ❑X NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION METHOD OF LIGHTING ❑X COMPLETE BUILDING ❑ AREA CATEGORY ❑ TAILORED ❑ PERFORMANCE COMPLIANCE ❑ COMMON LIGHTING ' 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 b . in lighting requirements. The documentation preparer hereby certifies that the documentation is accurat nd cotftlete. DOCUMENTATION AUTHOR SIGNATURE DATE Gary L. Petrak Z-S-oa The Principal Lighting Designer hereby certifies that the proposed buil ' ign rwresented in this set of construction documents is consistent with the other compliance forms and worksheets, with t specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 - 132, 146, 148 & 149 of Title 24, Part 6. The plans & specifications meet the requirements of Part 6 (Sections 10-103a). ❑ The installation certificates meet the requirements of Part 6 (10-103a 3). ❑ The operation & maintenance information meet the requirements of Part 6 (10-103c). Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) 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 electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of 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. 4 ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Pro Sion ode to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Pro fes ' ns C e ections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATUR DATE LIC. # Gary L. Petrak 2-5-0$ E 1725'2 LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included 0LTG-1-C, Parts 1 of 4 and 2 of 4: Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals XLTG- 1-C, Part 3 of 4: Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed IR LTG -1-C, Part 4 of 4: Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed XLTG-2-C: Indoor Lighting Schedule 0LTG-3-C: Portable Lighting Worksheet ' 19 LTG -4-C: Lighting Controls Credit Worksheet ; 19 LTG -5-C: Indoor Lighting Power Allowance ❑LTG -6-C: Tailored Method Worksheet 'i - ❑LTG -7-C: Room Cavity Ratio Worksheet jr ❑LTG -8-C: Common Lighting Systems Method Worksheet 0LTG-9-C: Line Voltage Track Lighting Worksheet s EnergyPro 4.4 by EnergySoft -,User Number: 5481 Job Number: 130.0113 - Page:3 of 15 CERTIFICATE OF COMPLIANCE, `' y ' `(Par=t 2 of 4) LTG - PROJECT NAME - r DATE Applebee's Neighborhood Grill and Bar 2/5/2008 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C)' 7,679 PORTABLE LIGHTING (From LTG -3-C) 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) 642 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 7,037 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG -4-C) - 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES ❑X COMPLETE BUILDING METHOD (From LTG -5-C) ALLOWED ❑ AREA CATEGORY METHOD (From LTG -5-C) WATTS ❑ TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER 7,097 I ❑ PERFORMANCE METHOD ` ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG -5-C o MAAInATn0V ninnno Akin FAVI IruTlpl/] A11Tn11AA71f` f1r%K1T0f11 c CONTROL LOCATION (Room #) dr '-a .. CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) Time Sri+C + ApWays Sor'S r Check if SPACE CONTROLLED Daylighting All P 6ic AMg fan- P� bl' c �► e NOTE TO FIELD NOTES TO FIELD - For Building Department Use Only EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Page:4 of 15 . 5 r CERTIFICATE OF COMPLIANCE (Part 3 of 4) LTG -1-C PROJECT NAMEDATE Applebee's Neighborhood Grill and Bar 2/5/2008 • CONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES • lu CONTROL LOCATION (Room # or Dwg. #) Office Restrooms Restrooms Restrooms Support Areas Dining Lounge Dining Lounge Dining Lounge Dining Lounge Dining Lounge Dinina Lounge CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) Occ Sensor - — 250 sqft Occ Sensor - — 250 sqft Occ Sensor - — 250 sqft Occ Sensor - — 250 sqft Occ Sensor - — 250 sqft Dimming - Multi -scene Dimming - Manual Dimming - Manual Dimming - Multi -scene Dimming - Multi -scene Dimming - Manual LUMINAIRES CONL D TYPE # OF LUMINAIRES P2 S2 S1 P2 .� B ryVri b124a �f.r E H K wu-t 28 Al D1 -D4 �.,rir.=Y,.324...m...:!r,,, C 153x" r NOTE TO FIELD NOTES TO FIELD - For Building Department Use Only EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Page:5 of 15 0 • 1� CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG -1- C1 PROJECT NAME Applebee's Neighborhood Grill and Bar DATE 2/5/2008 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require 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: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system 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, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of§ 10-103(b) and Title 24 Part 6. Test Description Test Performed BY: LTG -2-A: Lighting Control Acceptance Document - Occupancy Sensor Acceptance f ,(ns+a1ji q9 Con4imc+er - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance Equipment requiring acceptance testing ❑ LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Paae:6 of 15 1 Ul • INDOOR LIGHTING SCHEDULE (Part' 1 of 2) LTG - PROJECT NAME ` DATE Applebee's Neighborhood Grill and Bar - 2/5/2008 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamps/Ballasts Installed Watts C D E F G H I J Name - Type Description v3 CD �3c �Nv �.� N fD r g SCD N cwc 3'a�,v d. -O N 0 c 5'm� N (n wm C r 3" c 5 3 T Cr .X ni `. N CD n Al 150w Low Voltage Halogen { 50 Waft Lamp 150 14� '54t0 Xqh, .' 7 378 *'B ' 37w Low Voltage Halogen 7 Watt_Lamp1`0410 X' -12 492 �C: D1 =D41) '�lec 20w Low Voltage Halogen 13w Compact Fluorescent Twin 4 Pin 20 Watt Lamp CFr13W/2GX7 1 $w 13 20 ,;,,, �. 1 0 1017�0rX 23:0 rFz �X P-4 " 60 32 1,380 544 (1) 26w Compact Fluorescent Triple 4 Pin";... Elec CETR26WJ_GXC24g 3 1 26, _-28 0 . 4 112 HIK ` J, 37w Low Voltage Halogen ILWatt Lamp 137 _0 1 0�" 4: T�'' 28 1 148 M- ;t '(1) 4 ft Fluorescent T8 Rapid Start Elec =32T8 "s� , °�r,' 4 321032'0 X . _ 22 704 P ` S 4) 4 ft Fluorescent T8 Rapid Start Elec 3218 4 ...�•� 2 t 11-4 .. - 14 15 P1;2,U '(2) 4 ft Fluorescent T8 Rapid Start Elect�vfa F32T 2 X32 �- 1:0 1 x.62 0 �o :X :� . .m 15 930 P2 '(2) 4 ft Fluorescent T8 Rapid Start Elec 3218 '. f2` wr 32--':10 vo.:u? X62=0. >X- `. 5 310 S1 -a" r 1) 24w/27w Lng Cmpt T5 Fluorescent 'win Elec FT24W/2G11 h 1 Asp X 24 1 0 °."� ��27 0 'X 1 27 " S2 1) 55w Lng Cmpt T5 Fluorescent Twin Elec -. ;X 1 58 -- f PAGE TOTAL 7,679 BUILDING TOTAL (sum of all pages) 7,679 ' PORTABLE LIGHTING (From LTG3-C) D ^642 - CONTROL CREDIT (From LTG -4-C) • ADJUSTED ACTUAL WATTS 7 O37 s 4.4 by EnergySoft User Number: 5481 'Job Number: 130.0113 Page:7 of 15 [7 LIGHTING CONTROLS CREDIT WORKSHEET CONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME Applebee's Neiahborhood Grill and Bar Y 1 (Part 1 of 2) DATE LTG -4-C A B C D E F G H I J ROOM # ZONE ID CONDITIONED AREAS LIGHTING CONTROL DESCRIPTION PLAN REF. ROOM AREA (SF) DAYLIGHTING WATTS OF CONTROL LIGHTING LIGHTING ADJUST. FACTOR' CONTROL CREDIT WATTS (H X 1) WINDOW WALL RATIO GLAZING VLT SKYLIGHT EFFECTIVE APERTURE' Office Occ Sensor - — 250 sgft P2 69 X62 --020X12: ResVooms Occ Sensor - — 250 sgft C 357 - :� •1.61 ,r�•w �. --' =f 0:20 w� .- -�;,y�a. 2 ResVooms Occ Sensor 250 ft <- S2 357 ' rL , � . `:58 t -- .r ----- x.., 0:20 ' ` ''2 °. 12 ResVooms Occ Sensor - — 250 sgft S1 357 , �. �}�-:�27 yT-; : �, -20 0. 1 � w 5 Support Areas Occ Sensor <-250 P2 192248 0" ' ; 50� Dining Lounge Dimming - Multi -scene B 3 120 9 0.20 98 Dining Lounge .Dimming -Manual E 3,120 _ 112. 0.10 11 Dining Lounge Dimming - Manual H, K 3,120 1,148 0.10 115 Dining Lounge Dimming - Multi -scene Al 3,120 378 0.20 76 Dining Lounge Dimming - Multi -scene 1-D4 3,120. 544 0.20. 109 Dining Lounge Dimming - Manual C 3,120 1,219 0.10 122 1 ti y r PAGE TOTAL 642 1) From Equation 146-A 2) From Table 146-A BUILDING TOTAL 642 { Enter in LTG -2-C: Lighting Control Credit EnergyPro 4.4 by EnergySoft User Number: 5481. Job Number: 130.0113 • Page:8 of 15 C INDOOR LIGHTING POWER ALLOWANCE LTG -S -C PROJECT NAME Applebee's Neighborhood Grill and Bar DATE 2/5/2008 ALLOWED LIGHTING POW Choose One Method COMPLETE BUILDING METHOD - CONDITIONED SPACES WATT PER SF COMPLETE BLDG. AREA ALLOWED WATTS BUILDING CATEGORY (From Section 146 Table 146-13) Comp Bldg Restaurant 1.20 5,914 7,097 AREA CATEGORY METHOD - CONDITIONED SPACES AREA (SF) AREA CATEGORY (From Section 146 Table 146-0) WATTS PER SF ALLOWED WATTS PAGE TOTAL BUILDING TOTAL O D O O AREA WATTS TAILORED METHOD - CONDITIONED SPACES TOTAL ALLOWED WATTS (From LTG -6-C or from computer run.) O UNCONDITIONED SPACES Complete Building and Area Catagory Methods Category (From Section 146 Table 146 -B&C) WATTS PER SF AREA (SF) ALLOWED WATTS PAGE TOTAL BUILDING TOTAL D D D AREA WATTS TAILORED METHOD - UNCONDITIONED SPACES TOTAL UNCONDITIONED SPACES ALLOWED WATTS D (From LTG -5-C and LTG -6-C) EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Page:9 of 15 1 r 41 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C PROJECT NAME DATE Applebee's Neighborhood Grill and Bar 2/5/2008 PROJECT ADDRESS ` 45-305 Seeley Ave. La Quinta PRINCIPAL DESIGNER - LIGHTING TELEPHONE Building Permit # Gary L. Petrak (949) 428-8800 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date GLP Engineering, Inc. (949) 428-8800 Enforcement Agency Use. _ GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE 09-13-07 ❑ LZ1 ❑ LZ2 0 LZ3 ` ❑ LZ4 FUNCTION TYPE OUTDOOR LIGHTING ❑ OUTDOOR SIGNS F—]INDOORSIGNS PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION STATEMENT OF COMPLIANCE ith Title 24, Parts•1 and 6 of the This Certificate of Compliance lists the outdoor lighting system specificati=ndplete. California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is ac DOCUMENTATION AUTHOR SIGNATURE DATE Ga L. Petrak - -p The Principal Lighting Designer hereby certifies that the proposed outdbof lig ting and signs design represented in this set 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 the lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in'full in the Nonresidential Manual.) ❑ 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 electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of 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 rofessions Code to sign this document because it pertains to a structure or type of work described as exempt p ua to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNAT URE DATE' LIC. # Ga L. Petrak LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included MOLTG-1-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the p Either LTG -1-C or OLTG-I-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. ; 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. ' 4. Use OLTG-1-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ❑x OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). „ 99OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ❑OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.4 by EnergySoft User Number: 5481 , Job Number: 130.0113 ' Page: 10 of 15 ins. CJ • 40 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C PROJECT NAME I DATE ebee's Neiahborhood Grill and Bar 2/5/2008 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power ❑ ❑X Lighting power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable ❑ ❑X Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable ❑X ❑ Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable ❑ ❑X Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable ❑ ❑X Sign lighting compliance on OLTG-4-C Not Applicable Mandatory easures on Plans Show that Outdoor Liahtina Meets Outdoor Lightinci Controls And Eauipment ❑X ❑ Installed lighting power has been determined in accordance with Section 130(c)1 Not Applicable ❑X ❑ All permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a) Not Applicable ❑X ❑ All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable ❑X ❑ All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable ❑X ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132(c) Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION NOTE TO FIELD CONTROL TYPE (Auto Time Switch, Dimming, etc.) AREA CONTROLLED EnergyPro 4.4 by Energysoft User Number: 5481 Job Number: 130.0113 Page: 11 of 15 LIGHTING COMPLIANCE SUMMARY (Part 3 of 4) OLTG-2-C • Project Name Applebee's Neighborhood Grill and Bar Date 2/5/2008 LIGHTING POWER ALLOWANCE FOR SPECIFIC APPLICATIONS Table 147-B - Other than Vehicle Station without Cano • ies Allotted Watts Luminaire Lamps/Ballasts Desi n Wafts A B C D E F G H I J K L M N O P LightiCatepoPlication Category (Table 147-B)L't, D a s°m T �Do fix» CD rya --P ry W� xa n n °a Description LA. o �m v3 (DO rr 33 �y dm 3 i ° roo 3� H M• r 3°' Fa m m n m 4 rZ 33 Sv �• c? r('n xd5'i &�' a 3D Cf "fD CL o O R Building Facade - Righ 31E 0.35 110 L (1) 26w Compact Fluorescent Triple 4 Pin EI c 1 26 1.01 28.01 X 56, 56 Building Facade - Left 336 0.35 118 L (1) 26w Compact Fluorescent fiple9_P_in_Elec 1 26 1.0 28.0 X 2 5 56 Exterior Canopy 736 0.50 368 C1 (1) 13w Compact Fluorescent Triple 4 Pin Elec ICFM 1 13 1.0 14.0 X 13 182 18 Exterior Entrance Canopy 5E 0.50 28 F (1) 26w Compact Fluorescent U-ple3 Pin Flec 1 1 26 1.0 28.0 X 1 28 28 Patio Dining 716 0.35 251 R (1) 26w Compact Fluorescent Triple 4 Pin Elec 1 26 1.0 28.01 X q 140 224 C1 (1) 13w Compact Fluorescent 4 Pin Iriec CFM 1 13 1.0 14.0 X 6 84 Building Facade - Fron 82 0.35 289 L ) 2 ac Tri lew Compact Fluorescent Triple 4 Pin EI 1 26 1.0 28.0 X 6 16 16 • EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Paae:12 of 15 1 • ILLUMINATED AREA CALCULATION WORKSHEET (Part 3 of 5) OLTG-3-C PROJECT NAME I DATE lebee's Neighborhood Grill and Bar Sales Lot Frontacie and Sales Lot Area 2/5/2008 A B I C I D I E I F G H Gross Illuminated Area (sq. ft.) If an Outdoor Sales Frontage Allotment was used, subtract that area from the Gross Illuminated Area Overlapping Areas of Another Application Sales Lot Area (A - F - G) Mounting height of Sales Frontage Luminaires (feet) 3 x B Distance (In plan view) from the frontage luminaire to front edge of Sales Lot Sales Lot Frontage Length (feet) Sales Frontage Area (C - D) x E (sq. ft.) ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)2 B - Measured in plan view, only illuminated sections of outdoor sales frontage areas that are immediately adjacent to the principle viewing location and unobstructed viewing length, and are within 3 mounting heights of the frontage have been used. Luminaires qualifying for this allowance are located in plan view between the principle viewing location and the frontage sales. B. Building Facade Area A B C D E F G H Designated Name and Orientation Length Height Gross Area (B x C) Areas (SF) to Subtract from within the Illuminated Area Net Area Available for Facade Ligghtin (D - G� Areas covered by signs Area for which Illumination is Obstructed by Other Objects and Area Not Illuminated Sub total (E + F) Building Facade - Right 22 14 315 0 0 315 Building Facade - Left 24 14 336 0 0 336 Building Facade - Front 59 14 826 0 0 826 Checklist ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)2 A - Only facades areas that are illuminated without obstruction or interference, by one or more luminaires, have been used. EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Page: 13 of 15 1 ILLUMINATED AREA CALCULATION WORKSHEET (Part 4 of 5) OLTG-3-C (PROJECT NAME DATE Applebee's Neighborhood Grill and Bar 2/5/2008 Checklist ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. ❑ Section 147 (c)1 C - The area of omamental lighting includes no more than the total area of the site external to building. Luminaires used for omamental lighting employ lamps rated 100 watts or less, and are not used to determine LPD for general illumination. ❑ Section 147 (c)2 D - Measured in plan view, the areas of illuminated canopies include the horizontal projection of the canopies. ❑ Section 147 (c)1 F - The area of vehicle service station hardscape includes only illuminated hardscape areas beyond the horizontal projection of the canopy in plan view. ❑ Section 147 (c)1 I - The area of outdoor dining area includes only illuminated hardscape areas used to serve and consume food and beverages. • I_ EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Page: 14 of 15 1 Ornamental Lighting, Canopies, Vehicle Service Station Hardscape, and Outdoor Dining A B C I D 7 E I F G Lighting Application Table 147-B) Gross Illuminated Area of Ap lication (Sp Areas (SF) to Subtract from within the Illuminated Area Illuminated Area B -F Area between poles or luminaires that are > 6 times the mounting heigh distance Overlapping areas of another application or luminaire Areas obstructed by signs or other structures Sub total of areas to subtract C + D + E Non -sales Canopy 736 0 0 0 0 736 Non -sales Canopy 55 0 0 0 0 55 Outdoor Dining 716 0 0 0 0 716 • Checklist ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. ❑ Section 147 (c)1 C - The area of omamental lighting includes no more than the total area of the site external to building. Luminaires used for omamental lighting employ lamps rated 100 watts or less, and are not used to determine LPD for general illumination. ❑ Section 147 (c)2 D - Measured in plan view, the areas of illuminated canopies include the horizontal projection of the canopies. ❑ Section 147 (c)1 F - The area of vehicle service station hardscape includes only illuminated hardscape areas beyond the horizontal projection of the canopy in plan view. ❑ Section 147 (c)1 I - The area of outdoor dining area includes only illuminated hardscape areas used to serve and consume food and beverages. • I_ EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number: 130.0113 Page: 14 of 15 1 L -_ LIGHTING MANDATORY MEASURES LTG -MM] PROJECT NAME `- _ DATE Applebee's Neighborhood Grill and Bar w s 2/5/2008 DESCRIPTION _ Designer Enforcement ❑X §131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device y capable of automatically shutting off the lighting. X❑ §131 (d)2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. �- X] §119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. ' + X] §111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be ' certified. XJ §132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required - r by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. - X❑ §131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to- t ceiling walls. s §131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be - controlled with bi-level switching for uniform reduction of lighting within the room. r' §131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are' continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. ® §131(e) Display Lighting. Display lighting shall be separately switched on circuits that Hr are 20 amps or less. ' .. •sty': t. - ` ' y ' ��+• ., ^, .. ..,°r _ Page: 15 of 15 EnergyPro 4.4 by EnergySoft User Number: 5481 Job Number 130.0113, "1 TITLE 24 REPORT Title 24 Report for: Applebees Restaurant La Quinta, Ca Project Designer: C.R. H.O. Architects 195 S. "C" ST, Suite 200 Tustin, Ca 92780 714-832-1834 Report Prepared By: M. Ostler M.O. Engineering 9400 East Ave Y-8 Juniper Hills, CA 93543 (661) 944-9944- CITY 44-9944 - CITY OF LA QUINTA Job Number: BUILDING & SAFETY DEPT. 07-032' APPROVED D d F R NSTRU ION JAN 14 2008 Date: DAT �� BY 1/7/2008 By The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and 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 4.3 by EnergySoft Job Number: 07-032 User Number: 7254 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 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 California Code of Regulations. This certificate applies only to a Building using the performa compliance approach. The documentation preparer hereby certifies that the documentation is cc ate a d co e DATE 1/7/2008 A lebees Restaurant BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 15 ENV. TG. 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 the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 5,800 sq.Ft. contractor performing this work. PROJECT ADDRESS NONRESIDENTIAL [:] HIGH RISE RESIDENTIAL E] HOTELIMOTEL GUEST ROOM La Quinta NEW CONSTRUCTION F-] ADDITION E] Building Permit# PRINCIPAL DESIGNER - ENVELOPE C.R.H.O. Architects TELEPHONE 714-832-1834 Requi Form DOCUMENTATION AUTHOR TELEPHONE (661) 944-9944 Checked by/Date Enforcement Agency Use M.O. Engineering 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 performa compliance approach. The documentation preparer hereby certifies that the documentation is cc ate a d co e DOCUMENTATION AUTHORSIGNA M. Ostler DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 15 ENV. TG. 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 the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 5,800 sq.Ft. contractor performing this work. BUILDING TYPE NONRESIDENTIAL [:] HIGH RISE RESIDENTIAL E] HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION F-] ADDITION E] EXISTING + ADDITIONIALTERATION 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 performa compliance approach. The documentation preparer hereby certifies that the documentation is cc ate a d co e DOCUMENTATION AUTHORSIGNA M. Ostler R y DATE The Principal Designer hereby certifys that the proposed buil design repi-Ae4nted in this set of construction documents is consistent with the other compliance forms and worksheets, ith the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142 143 or 149 of Title 24, Part 6. ENV. TG. 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 the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. E] 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. 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 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 E -1 Requi Form PRINCIPAL ENVELOPE DESIGNER - NAME SI U LljC.NODAT C.R.H.O. Architects LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms�s-Submittal Lighting Compliance Not In The Scope Of PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures H-1 MECH-2 MECH-3 MECH-5 Requir Forms PRINCIPAL MECHANICAL DESIGNER - NAME SI R LIC DAT ` M. O. Engineering W� EneravPro 4.3 by EnergySoft User Number: 7254 Job Number 07-032 Page:3 of 19 *1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF - PROJECT NAME DATE Applebees Restaurant I 1/7/2008 ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r ENERGY COMPONENT Standard Design Proposed Compliance Design., Margin Standard -■ Propose0. d* _- _ i � Rl 0.02 - 0.04 a "� . 454.23 62.71 , sax 193.08 -15.97 j ' 0.00 A r iharym8 Misc::d£ �j. 0.00 0.00 1 a`�§^" 11. � 4 j 65.76 0.00 .4 i, C 3 ii, T 84.10 Y 50.99 388.24 0.00 0 #:; 40 80 120 160 :200 240 280.820 360 400.440 480 -` 1,236.42 46.78 kelu/s56-!rt ° - _ter' 3.6% ( 5.2% excluding process) Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: 0.06 516.94 177.11 0.000.00 0.00 65.76 8a.10 50.99 388.24 1,283.20 BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones N) o deg_ Conditioned Floor Area 5,800 sgft. Unconditioned Floor Area 0 sgft. Conditioned Footprint Area 6,943 sqn. Fuel Type Natural Gas 1 4 3 Orientation Front Elevation (N) Left Elevation (E) Rear Elevation (S) Right Elevation (W) Total Roof Gross Area sgft. sqn. sgft. sqn. sgft. sgft. Glazing Area Glazin sqn. sgft. sgft. sqn. sgft. sgft. Ratio 5.8% 7.2% 3.1% 0.7% 4.1% 1,944 112 2,912 210 1,944 61 2,912 20 9,712 403 6,943 Standard Proposed Lighting Power Density 1.268 W/sqn. 1.268 wisgft. Prescriptive Env. Heat Loss 1,489 Btu/h 1,178 Btu/n Prescriptive Env. Heat Gain 123,322 Btu/n-F 115,569 Btu/n-F Remarks: Run Initiation Time: 01/07/08 23:30:48 Run Code: 1199777448 EnergyPro 4.3 by Energysoft User Number: 7254 Job Number: 07-032 Page:4 of 19 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1. PROJECT NAME DATE Applebees Restaurant 1/7/2008 u ---RA ATI^\I LONG iNFORMA i rvn System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)1 Ctrl. Allowed LPD Credits Area I Tailored (W/sf)2 (W/S3 (W/S4 Proc. Loads (W/sf) Kitchen HVAC System Zone 1 Kitchen, Food Preparation 1,946 *1.60C 15.000 Dining HVAC System Zone 2 Dining 2,245 "1.10 2.000 Lounge/Dining HVAC System Zone 3 Dining 1,609 "1.10 2.000 Notes: 1. See LTG -2-C (items marked with asterisk, see LTG -2 -C by others) 2. See LTG -4-C 3. See LTG -5-C (by others) 4. See LTG -6-C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement 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 subm:aeu. The HVAC System "Lennox LGA240HS": Premium Eff' 5.16 BHP Supply Fan Motor has been specified. The HVAC System "Lennox LGA1561-1"" includes Demand Control Ventilation per Standards Section 121. The HVAC System "Lennox LGA156H": Premium Eff' 3.04 BHP supply Fan Motor has been specified. The exceptional features listed in this performance approach application have specmcauy been reviewed. nueyuaac vnaay.1 iu— — documentation for their use have been provided by the applicant. EnerovPro 4.3 by EnergySoft User Number: 7254 Job Number 07-032 Page:5 of 19 CERTIFICATE OF COMPLIANCE ENVA -C PROJECT NAME DATE Applebees Restaurant 1/7/2008 OPAQUE SURFACES Surface # T e Area U -Fac. Insulation Cay. Cont. Act. Am. Tilt Cond. Status Joint Appendix IV Reference Location / Comments 1 Wall 60 0.074 R-19 R-0.0 0 90 New 09-A5 Zone 1 2 Wall 864 0.074 R-19 R-0.0 90 90 New 09-A5 Zone 1 3 Wall 604 0.074 R-19 R-0.0 180 90 New 09-A5 Zone 1 4 Wall 82 0.074 R-19 R-0.0 270 90 New 09-A5 Zone 1 5 Door 4 0.500 Insul R-0.0 270 90 New 28-A3 Zone 1 6 lRoof 2,030 0.025 R-38 R-0.0 0 0 New 01-A18 Zone 1 7 lWall 82 0.074 R-19 R-0.0 0 90 New 09-A5 Zone 2 8 lWall 660 0.074 R-19 R-0.0 90 90 New 09-A5 Zone 2 9 lWall 940 0.074 R-19 R-0.0 180 90 New 09 A5 Zone 2 10 Wall 800 0.074 R-19 R-0.0 270 90 New 09-A5 Zone 2 11 Roof 2,96A 0.025 R-38 R-0.0 0 0 New 01-A18 Zone 2 12 Wall 40Q 0.074 R-19 R-0.0 0 90 New 09-A5 Zone 3 13 Wall 1, 17Q 0.074 R-19 R-0.0 90 90 New 09-A5 Zone 3 14 Wall 330 0.074 R-19 R-0.0 180 90 New 09-A5 Zone 3 15 Wall 1,220 0.074 R-19 R-0.0 270 90 New 09-A5 Zone 3 16 Roof 1,938 0.025 R-38 R-0.0 0 0 New 01-A18 Zone 3 • N, E, A. R (New, Existing, Altered. Removed) FENESTRATION SURFACES F --j 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 Ll -factors from UJlannarns I auin io-n # [Ty dnu o. .ouuw,o a,a„ ..o „•o,, ,,, ,,,,, ,,,,.,........, r. Area I U -Fac' _.._. _...� __....� SHGC2 --.._---.. Act.Cond. Am. _.. _.._ ._ _.- Stat. ------., - -- .. Glazinq T pe Location/ Comments 1 lWindow Front N 1121 0.7901116-A 0.70 116-B 01 New Double Metal Clear Zone 2 2 3 lWindow Window Left Left E) (E) 1401 0.7901116-A 701 0.7901116-A 0.701116-B 0.701116-B 90 90 New New Double Metal Clear Double Metal Clear Zone 2 Zone 3 4 lWindow Rear S 61 0.7901116-A 0.70 116-B 180 New Double Metal Clear Zone 3 5 lWindow, Right 201 0.790 116-A 0.70 116-B 270 New Double Metal Clear Zone 3 1 u -factor I ype: 116-A ueTaua I adle Rum otanuaru5, . auI. rvi- -M i d . r, � •o. o, ^rr••^••� "^ • • gHrr. Tvna- 11&R 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. H t. Dist. Len. H t. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building Is In climate zones 2 through 15 and contains an encloses space w xn poor dreg 9red-1 .nd•.1.,- Ilghting of at least 0.5 Wtft2. See Section 143(c). If this box Is checked, ENV4-C must be filled out when submitting under the Prescriptive Compliance Approach. EnergyPro 4.3 by EnergySoft User Number: 7254 Job Number: 07-032 Page:6 of 19 + .}; r !.• .. + ,lye.'.. .� Y - r _ CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME ' DATE _ Applebees Restaurant 1/7/2008 . Designer: 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 :_9_-_,;__ _..4 41.., ..i 0—fi— 1!1_1 A'Afk% —A Tiflc 9d D.rf R STA710 A ENT 9 r COMPLIANCE KMECH-2-A: Ventilation System Acceptance Document Variable Air Volume Systems Outdoor Air Acceptance / -Constant Air Volume Systems Outdoor Air Acceptq@� � r' Equipment requiring acceptance testing Test d on all New systems both New Construction and Retrofit. ECH-3-A: Packaged HVAC Systems Acceptance Document - Equipment requiring acceptance testing Test ro ' •b on all New systems both New Construction and Retrofit. ECH4-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing h ` - -' Test required on all New systems both New Construction and Retrofit. Units with economizers that an; 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 4 } This test required If the unit serves 5,000 R2 of space or less and 25% or more of the ducts are in nonconditioned or semiconditioned space like an attic. New systems 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 new DCV controls installed on new or existing packaged systems must be tested. ❑ MECH-7-A: Supply Fan Variable Flow Control Acceptance Document y {" 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 hot water systems. } -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 capacity greater than or equal to 500,000 Btulhr. ` -Water-loop Heat Pump Controls Applies to all new watedoop heat pump systems where the combined loop 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 requiring acceptance testing EnergyPro 4.3 by EnergySoft User Number: 7254 Job Number. 07-032 Page:7 of 19 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C PROJECT NAME DATE Applebees Restaurant 1/7/2008 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 AIR SYSTEMS, Central or Single Zone Kitchen HVAC Sgstem Dining HVAC System Lounge/Dining HVAC 1 2 System Reference on Plans or Specification 1 112(a) 80% AFUE . 80% AFUE 80% AFUE 112(a) 11.0 EER 12.0 EER 12.0 EER 112(b) n/a n/a n/a 112(c), 115(a) n/a n/a n/a 121(b) No No No 121(b) 292 cfm 1122 cfm 804 cfm 121 c No No No 121(c) No Yes Yes 121 W. 122 a Programmable Switch Programmable Switch Programmable Switch 122(e) Heating & Cooling Required Heating & Cooling Required Heating & Cooling Required 122 Auto Auto Auto 122(g) n/a n/a n/a 123 124 R-8.0 R-8.0 R-8.0 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 144 a & b n/a' n/a n/a 144 a & b 208,000 btuh 270,000 btuh 135,000 btuh 144 a & b n/a n/a n/a - 144 a & b 139,378 btuh 190,509 btuh 93,688 btuh 144 c Constant Volume Constant Volume Constant Volume 144 (c) 144 (c) No No No 144 d No No No 144 a Diff. Tem (Integrated) Diff. Tem (Integrated) Diff. Tem (Integrated) 144 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. MECHANICAL VENTILATION MECH-3-C NAME lebees Restaurant DATE K%/%"11111:7 PRESCRIPTIVE REHEAT LIMITATION Section 144(d)) MECHANICAL VENTILATION Section 121 (b)2) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N ZONE/SYSTEM n inD'a vc CA M `5.00 ADT -n $ a°'�� X> cf0)g 3 2 m3 �Q m' 0 mon r0 -n =�3 CT `G m�� kn -�T M o0A X G)°< y < T�`y° f' 3DB N o ? c TN° 3v'yD � n is N ap x 7C o p� c31 7X '0X— 3` N v� to »3 D q u r�D D Zone 1 1,946 0.15 292 292 292 Kitchen HVAC System Total 292 292 Zone 2 2,24E 0.50 1,122 1,122 1,122 Dining HVAC System Total 1,122 1,122 Zone 3 1,609 0.501 804 804 804 Lounge/Dining HVAC System Total 804 804 C Minimum ventilation rate perSection 121 Table 121-A E Based on fixed seal or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air REO'D V.A. is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G). I Must be greater than orequal to H or use Transfer Air column N to make up the difference. J Design fan supply cfrn Fan CFM x 30%: or K Condition area (ft. sq.) x 04 cfndft. sq.; or L Maximum of Columns H. J, K, or 300 cm M IThis must be less than orequal to Column L and greater that orequal to the sum of Columns H t N. N Transfer air must be provided where the Required Ventilation Air (column 1) is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (column 1) and the Design Minimum Air (column M), column H - M. EnergyPro 4.3 by EnergySoft User Number: 7254 Job Number: 07-032 Page:9 of 19 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C PROJECT NAME A lebees Restaurant DATE 1/7/2008 CHILLER AND TOWER SUMMARY Efficiency Tons PUMPS Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control Energy Standby TANK INSUL. Rated Vol. Condition Factor Loss or Ext. System Name System Type Distribution Type Qty Input (Gals.) Status I or RE Pilot I R -Val. Hot Water P mp Hot Water Pi iLnng Len th ft Add 1/2" Control # HP Type In Plenum Outside Buried Insulation CENTRAL SYSTEM RATINGS HEATING COOLING Aux. Condition System Name System Tye Qty Output kW Eff. Output fficiency Status Economizer Type Lennox LGA240HS' Packaged DX 1 208,000 0.0 80%AFUE 232,000 11.0 EER New Diff. Temp (Integrated) Lennox LGA156H' Packaged DX 3 135,000 0.0 80%AFUE 156,00012.0 EER New Diff. Temp (Integrated) ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE Applebees Restaurant E' 1%7/2008 DESCRIPTION Designer - Enforcement FXJ §1118(a) Installed Insulating Material shall have been certified by tWi *m-anufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 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. X § 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. X❑ §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' very fire doors). r § 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. § 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. 4 �. - r f , 1 • -, .t - EnergyPro By EnergySoft User Number: User .._. Job Number: 07-032. Page:11 of 19 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM ECT NAME lebees Restaurant DATE 1/7/2008 DESCRIPTION Desi ner Enforcement Equipment and Systems Efficiencies 0 §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. X] § 115(a) Fan type central furnaces shall not have a pilot light. o§ 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. X] § 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: ❑X § 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)1B An occupancy sensor to control the operating period of the system; or F§ 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. X❑ § 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. F§ 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. F] § 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: 07-032 Page: 12 of 19 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME DATE Applebees Restaurant 1/7/2008 Description '` Z` : =� '� -` �' Designer Enforcement Ventilation.,rNx 0 § 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. t ` i § 1220 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 w exhaust systems. ' ❑ § 1440 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. -• ' i� • Service Water Heating Systems - R§ 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. " 0 § 113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the r outlet temperature to 110 degrees F. r F- EnergyPro By EnergySoft User Number: User Job Number: 07-032 Page: 13 of 19 (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Applebees Restaurant 1/7/2008 SYSTEM NAME FLOOR AREA Kitchen HVAC System 1,946 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 11,300 158,246 ,366 14800 1, 42,783 0 7,912 2,139 0 0 292 11,516 2,852 292 13,590 0 0 7,912 2,139 57 188 4 1718 2 60,6511 Lennox LGA240HS' 139,378 68,048 208,000 Total Adjusted System Output 139,378 68,048 208,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK1. Jul 3 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 of 68.2 of 92.6 of 92.6 of 0 Supply Air Outside Air Ducts 292 cfm Heating Coil Supply Fan 92.3 of 8000 cfm ROOMS 69.7 of 70.0 of Return Air Ducts I 12.0 / 77.9 of 0 Outside 292 cfm 74.9/64.8 of METRICS (Airstream T 76.3/65.4 OF . 59.9/59.0 OF Cooling Coil 0JJ Supply Fa 8000 cfm 59.9 / 59.0 of Supply Air Ducts Fan 60.8 / 59.4 of 60.2% R.H. ROOMS 74.0 / 64.5 of h Return Air Ducts � I EnergyPro 4.3 by EnergySoft User Number: 7254 Job Number: 07-032 Paae:14 of 19 1 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Applebees Restaurant 1/7/2008 SYSTEM NAME FLOOR AREA Dining HVAC System 2,245 (ENGINEERING CHECKS 11SYSTEM LOAD Number of Systems 2 Heating System Output per System 135,000 Total Output (Btuh) 270,000 Output (Btuh/sqft) 120.3 Cooling System Output per System 156,000 Total Output (Btuh) 312,000 Total Output (Tons) 26.0 Total Output (Btuh/sgft) 139.0 Total Output (sgft/Ton) 86.3 Air System CFM per System 5,000 Airflow (cfm) 10,000 Airflow (cfm/sgft) 4.45 Airflow (cfm/Ton) 384.6 Outside Air (%) 11.2 Outside Air (cfm/sqft) 0.50 Note: values above given at ARI conditions EATING S' 26.0 of *---A Outside Air 1122 cfm 69.7 of 64.8 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 9,387 125,128 52,626 L2,712 57,637 0 6,256 2,882 0 0 1,122 44,692 4,895 1122 52,238 0 0 6,2561 2,882 188,5 57 52 115 639 Lennox LGA156H' 190,509 99,567 270,000 Total Adjusted System Output 180,509 99,567 270,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Jul 2 pm Jan 12 am Heating Coil lm Tem 90.2 of 90.2 of O Supply Air Ducts • Supply Fan 89.9 of 10000 cfm ROOMS 70.0 of Return Air Ducts I COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112.0 / 77.9 of 78.8 / 67.8 of 60.9 / 60.0 of 60.9 / 60.0 of Supply Air Ducts Outside Air 1122 ofm Cooling Coil Supply Fan 61.5 / 60.2 of 10000 cfm 66.4% R.H. FROOMS1 74.6/66.2 of 74.0 / 66.1 of h Return Air Ducts � EnergyPro 4.3 by EnergySoft User Number: 7254 Job Number: 07-032 Paoe:15 of 19 1 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Applebees Restaurant 1/7/2008 SYSTEM NAME FLOOR AREA Lounge/DiningLounge/Dining HVAC System 1,609 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System 135,000 Total Output (Btuh) 135,000 Output (Btuh/sgft) 83.9 Cooling System Output per System 156,000 Total Output (Btuh) 156,000 Total Output (Tons) 13.0 Total Output (Btuh/sqft) 97.0 Total Output (sgft/Ton) 123.8 Air System CFM per System 5,000 Airflow (cfm) 5,000 Airflow (cfm/sgft) 3.11 Airflow (cfmrron) 384.6 Outside Air (%) 16.1 Outside Air (cfm/sgft) 0.50 Note: values above given at ARI conditions SYSTEM Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK 11COILHTG.PEAK CFM I Sensiblel Latent I I CFM I Sensible 137,916 35,459 Lennox LGA156H" 93,688 57,043 Total Adjusted System Output (Adjusted for Peak Design Conditions) 83,688 57,043 2,212 0 804 37,315 0 2,212 85,984 135,000 135,000 TIME OF SYSTEM PEAK I Aug 3pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 of 62.6 of 87.9 of 87.9 of Supply Air Ducts Outside Air 804 cfm`` Heating Coil Supply Fan 87.5 °F 5000 cfm ROOMS 69.6 of 70.0 of Return Air Ducts I COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112.0 / 77.9 of 80.8 / 70.1 of 63.2 62.4 of 63.2 / 62.4 of Supply Air Ducts Outside Air 804 cfm Cooling Coil Supply Fan 64.1 / 62.7 of 5000 cfm 74.4% R.H. ROOMS 74.9/68.3 of 74.0/68.1OF Return Air Ducts I EnergyPro 4.3 by Energysoft User Number: 7254 Job Number: 07-032 Page: 16 of 19 ZONE LOAD SUMMARY :1 PROJECT NAME " ' Applebees Restaurant DATE 1/7/2008 SYSTEM NAME Kitchen HVAC System FLOOR AREA 1,946 ZONE LOAD SUMMARY ZONAL SYSTEM w COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Cooling Latent Heating CFM SENSIBLE LATENT CFM SENSIBLE Zone 1 1.0 11,300 170,051 19,848 1,800 56,451 PAGE TOTAL 1 170,051 19,848 56,451 TOTAL 1 158,246 14,366 42,783 EnergyPro By EnergySoft User Number: User Job Number: 07-032 Page: 17 of 19 ZONE LOAD SUMMARY PROJECT NAME Applebees Restaurant DATE 1/7/2008 SYSTEM NAME Dining HVAC System FLOOR AREA 2,245 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Cooling Latent Heating CFM SENSIBLE LATENT CFM SENSIBLE Zone 2 1.0 9,378 170,410 73,685 2,719 110,198 PAGE TOTAL 1 169,304 73,743 110,198 TOTAL 1 125,128 52,626 57,637 EnergyPro By EnergySoft User Number: User Job Number: 07-032 Page: 18 of 19 IZONE LOAD SUMMARY - I PROJECT NAME Applebees Restaurant DATE 1/7/2008 SYSTEM NAME Lounge/ HVAC System FLOOR AREA 1,609 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Cooling Latent Heating CFM SENSIBLE LATENT CFM SENSIBLE Zone 3 1.0 8 771 124,911 52,810 2,372 81,915 PAGE TOTAL 124,911 52,810 81,915 TOTAL 1 92,377 37,703 44,244 EnergyPro By EnergySoft User Number: User Job Number: 07-032 Page: 19 of 19 Stadden Fn gipee.rkn. 6782.Stantoh Aye.; Sulte.A, Woo RON Ok 90.621 (71 14) 523-1309 30-725 Garandin, Pajin.Desert CA 92211 '.(Z69.) 772-U93: Fax (76.0)772;-3890 .April 12; 2006 Prof ect No. 544-308 77-564 Country Club, PhVeiSuAg. 100 Palm Desert, California. VnII Attention: Mr. Richard jocpbp - Subject: Ceotechnital Update' Pro, Centre Pointe I�eveJopm Project en SEC Washington Street and Miles Avenue UQgwa, California Ref., 'Geotechnical Investigation Report:prepared by Sladden Engineering :dated jortuary, 16, 2004,,..P.r.oje-ct,Nd...544-3598,: Report:No.,001.056. As requested, We hiV4 rt-Oc*ed dib ref.,i�ced soils report As it relates to- the design and construction of the: the proposed residential "development. :Th4:prdjqet si e::,6 locAted ' the on southeast corner of- ashin ton Street andMiles Aven e:inthe-CAtyofLa.Quinta.-Ca"liforiiiA. Washington lbe. referenced previous qus solis'reports include nwrnmendations for the .construction '4p id dijesidotial Building; foundatibrit. Sas� ' * * * review of -the referen report and our .on. our re- tedeKv site. observAiions, it: is ottv opiniinin". that the recommendOOoO.s:.iincluded" in:(b.e ObOg referenced report remain app!i4able-for the proposed-resloential. development. Footings should. extend at -leasi .11 inc.hga-hpmih.. 16, taudkmt grade. IsoWidl sq"w' aie or rectangular foodri, a mus rnV btAes*n4xsin&an allowa�l earl pressure *'s .9tAAI&&:5Q _ e hLan .. . of .1400 pounds. per .square. foot Continuous .footings :at le . ast 12: inches wide. MAY be designed usingallowable bi bearing an owa e . 1 1 pressuie o.0500 pounds per: square foot. Allowable increases of .100 p 6 inches of . depth inay be for each"additional 1. foot. of -width and for each additioiVA1. utilized: if desired. The maximum allowable bearing pressure should be.3 ewEkble- .q&of. The aU : ,bearing prmufts. are for dead and frequenfly:dpplfied liveJoads and tray be increased b e y.4/3 to resin" -wind; seisr6ic. another transient. loading., d S30 PflVd 6V083 t April 12;'2005 -2 Pro}ecf No. 54435413 05-04-388 The recommendations made: in the pnKeding paragraph are based ot► the. assumption: that -al) footings will be supported by pri perty compacted soils. Peior to the placement..of the reinforcing steel and concrete, we recommend that the footing excavations; be inspected in. order to verify .that they extend:into the.firrh cdmpacted Wils'atid are free of -loose and .disturbed materials. Settlements may result from the .ant'opated foundation loads. 'These.: estimated ultimate settlements are, calculated toile a riiaxitnam :of'1inch When using the recommended Bearing: values, .As a. practical matter; differential, settlements, between footiti$': can: tie assumed as ohe Half of tate total. settlement.. These elastic settlemgsits are expected to: ooaiir during,:consrruetibn. Resistance: to!lateral::loads: inay:be` provided by a eombinat3on:of:friction acting of the base°of the slabs or,foundaticim.andl passive:e eth pre@stire along :the sides .oE the foundatiaris.: A coefficient Of friction of 0.45 bet; ee :- oil. and .concrete may be used: for dead load forcas only. A passive earth..pressure: of,300::pouttds per square: foot;. pez foof, af.deptit; may be; used along the: Wes of footings°which arepoured agairistprciperly eoin}iacted native or aliproveci:import soils: soils: walls may be required to accomplish the pruposed, eoi ruction,. 'Cantilever ret4ining tWalls tnay be designed using. "active" pressures Active pressvres ntay be>estiii�ated using an equivalent fluid weight. of : .for native backfill sells with level: free•draining: backfill conditions; For walls; that:are: restrained,; "ate :pressures should bc;utilized. in design ATest pressures rnay'be estimated.usittg a ti:eiluivalent.fluid weight'of 55.'vd, Wails should be'provided With adeps i te:draina At'-Skould:be noted that the site is located within a seismically.active area of'.Soutiterri CWifomia md: it is likely that the:pimposed e.tructures ry ll::expeiience stroirg:ground shaking as; a resultof . an .oarthquake event along. one: of the faults in the: regior, .during the expected life of the - development Asa minimum, structures should be,designed based. upon SeisMic Zone 4 design. criteria:inciuded in the"Uniform Bvildiecg.`Code.(UBC�, 1'he,potential for liquefaction. or other genliigiclsetstriic hazarrJs.occurrirtg:at.the $ite:is considered 16 be negligible: 'We appTpciate the opportunity .to :ph6vide service to .104. on 'thiy ;project, .if you have any questiotis regarding thisletto or the refeienced reports -please contact the:undersigned. Respectfully. suibmitted, .SLADDEN.ENGINE QnpFESSi�;�,: AW 45369 M. Brett:L. Anderson Exp=:9130/06. Principal Englneer. S) .: EN.1l SEtz/pe OP Copies: 41Equity..Directions, Inc. .CLulil��» .F.nolnnorinr+ Z d 991021Z089 'ON/91 Z :tSiJ l Zi 9002 £l ddV(03►d) A- S3G WIVd. N30OVIS 1WH9 ApM.*12;,2W5 Project.No. 544-3S98 05.0488. 1997 11N)WORA-BUILDING;CODE INFORMATION 'The: -International Conference of Building Officiats 190 Uniform Building Code contains' Substantial ievisions and 40d.ftions to, tht -earthquake ha in 6 e0otteen;nV Isection Chapter 16 Concepts contained inthecoft'that, will beirelevartt.16: construction. of. the: proposed structures. are: summarized below. diound shaking is expected to be. tf*:.prhnary:-hazard: mask likel. to Affoci--tho-gitti;'bAsed upon._..V pmximity to significant faults capable of Sefteratiiig-:large:.Oarth.q4akes. 'Major fiiiilt-:%ones considered to bemost likely to Create strong ground'Aakingat the site are.11Aed:below. PP at eI3ie#ance Fault Type fawt-zone From.S.ite om 4an. Andreas 85 km A San Jacinto 35.8kin. A _J Bascd..'on. Our, fictcl.observations and qndcrstandirig of local geologic the soil profile type gic pbnditibns, judged applicable. to .this site is -Sq.,:pnerally described as stiff -or dense soil. The site is located within UBC -Seismic Zone I The followint table presents addidon4l coeffiaents and: .factors relevant toseismic mitigation for. new construction uport adoption of the.1997co& C d 99HLZ089 'ON/9 I: Z I 'Wl 9002 ddY (0 1 fil.) ''oond 183S30 iI Nciar-Source NearoSourcei. Seksmite Seisnflc 'Seismic Acceleration Velocity: coeffident Coefficient. Source. Factor, Na Faftr;'Ny C. CV San Andreas 1.05 1.3' SanJadnto: DACM 0.64X, C d 99HLZ089 'ON/9 I: Z I 'Wl 9002 ddY (0 1 fil.) ''oond 183S30 iI OPEN -WEB TRUSS INSTALLATION INFORMATION PERSONAL INJURY OR DEATH MAY RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION 1� JOBSITE HANDLING OF TRUSSES THIS WARNING NOT THIS a not hit WOW With fatdlff forks. Dent or dates ..be arid be replaced. LRNING uld star clear when the banding to N Wury from fMng ♦ Trusses em be doff -W to the Wh In buWb of fee* or f—, bandd together for Aandlbg ad dupnrhf. To owtd d -we they d.M be Mn In these &-ties -M they ore ready to be bedded In 1M structure. ♦Iff-do neaa su bardoae ch a bearing angles, log saws, both ad nsle a r"*W for sods epm Job .0 be eVNW In Doge or be=es utth Nn buseee. ♦ ItAi0g mals" and pre-cut blocking Ida. N furnished by Tres JMet, va be bunQfed a W boded. BRACING WARNING WITHOUT CORRECTLY INSTALLED BRACOM AS Sim mm. TRUSSES all BNY AND ROLL OVER GU SNG DEATH OR SERIOUS PERSONAL MM AND PROMP DAMAGE. NOTICE INSTALLATION BRACING AN PROCEDURES. AS WELL AS THE SAFETY OF WORIMRS, ARE THE RESP0161R1TY OF THE INSTALLER. THE NSTALLEA SHOULD MAKE SURE THAT THIS DWALIATIOR INFORMATION 5 UNDERSTOOD BY ALL PERSONS 114VOLVED N THE TRUSS INSTALLATIOIL M TRUS JOIST° commercial DO NOT- cir building materlob on trusses before all frhm bearings and bracing nave been penny on y aitaclyd. Seem BRACE EACH TRUSS AS IT IS PLACED GETTING STARTED PROPERLY BEGIN AT LATERALLY BRACED BEGIN LIKE THIS IF THERE ISIO END WALL OR BEAM OR LATERALLY BRACED END WALL OR BEAM 5-A ant damn shat IlrnbhW by a' ♦ ALWAYS ed bm bundles on etdsrs pbced at the Mm pin da N kC.D00ti NEVER sore trusses Hof or id bases d redlf ea StruI badng fumtebed �q to graced or In =fact All darndng eadr. 8 . Car Mm bndla etth prof r •rep r coma tape b DAMAGED TRUSSES �n�rh tran er` DD far uw I� ate. a WE case nhoblue b aceuhrise ea nh. trusses. MUST BE REPAIRED � m aO� � OR REPLACED = (>y )1 t 0 bracing— BRACING WARNING WITHOUT CORRECTLY INSTALLED BRACOM AS Sim mm. TRUSSES all BNY AND ROLL OVER GU SNG DEATH OR SERIOUS PERSONAL MM AND PROMP DAMAGE. NOTICE INSTALLATION BRACING AN PROCEDURES. AS WELL AS THE SAFETY OF WORIMRS, ARE THE RESP0161R1TY OF THE INSTALLER. THE NSTALLEA SHOULD MAKE SURE THAT THIS DWALIATIOR INFORMATION 5 UNDERSTOOD BY ALL PERSONS 114VOLVED N THE TRUSS INSTALLATIOIL M TRUS JOIST° commercial DO NOT- cir building materlob on trusses before all frhm bearings and bracing nave been penny on y aitaclyd. Seem BRACE EACH TRUSS AS IT IS PLACED GETTING STARTED PROPERLY BEGIN AT LATERALLY BRACED BEGIN LIKE THIS IF THERE ISIO END WALL OR BEAM OR LATERALLY BRACED END WALL OR BEAM 5-A ant damn shat IlrnbhW by b4k4dqw/ conhadr, with framing anchors da fumbbed by TTI» Jobe. See ®and t g and StruI badng fumtebed M ins Joist See pin ad ®tar amber of rove requtred. See for tum ungmnent. Bever TJSa Ism she (4*4 (>y )1 Details for other open -vel, truesea dmlar. SheaftV and nailing to conform to mYfmu n requlnmwds as od neer ora kd obv0dlnp Dade. S�e� for aoeeable nomng. Shut tracing lvmlshed by Tres Jobe. See plan and table above for monbr of rws requh.d. See (M for tum aDgm L. - REMAINING TRUSSES— INSTALL STRUT BRACING AS IH TRUSS IS PLACED USE THIS WHEN DISTALIATION BEGINS TYPICAL STRUT BRACE CONDITIONS IN MIDDLE OF BAY (roof. floor or odd Vow) Sheathing sad namrg to conform to mhdhnum regWerntnts as set forts by proJai arddteeL r local bulUAng rnde. See for allowable ammo. 6 2K4 darter strut Rad lh* (10d) nab fundiud by Tru Job. ca bacto Mhh m4 strut t g and leading fumbhed by Tres Jald Flow strut bracing— uridervide ale with leo 1114 (>7 mb of tr,m at each from M eanhadr TYPICAL OCTAL top chord OCTAL Al AT 00 TGLL ODD SPAM La OPEN—WEB TRUSS IDENTIFICATION Tie Tse, BOTTOM CHORD BRACING INSTALLATION 9 TJL ad Ta Trues �.�. Tn, Tress double P BRACING BYLAW IS FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL CONDHTIONS.SEE DRAWINGS. t x*6 doubts Cross a TJNr Truss "'Was 5-E Noor on he bracing N 40 �r vi y 0 alho.n ea the draelrge -7 y+ 1A'i4A' double 9 SDIf>YE-CIIORD TRUSS DOUBLE N TRUSS DDUBLE�FIORD TRUSS I -I t ® MATERIAL IDENTIFICATION A A. STRUT BRACING of tubu�sa, stee eNh flattened able tamldsd enh all aW ShutSee la°nd Lt:W to be Installed led each trues b set. No fab for single -chord B. tresses B. PLYWOOD EDGE BLOCKING is prodded by True JMd on some C. D. I projects and used for mmng shoo" edges. Edge bloaldrq will net powad Inreses trate boebg. Edge bbcifig should be Installed after shut bracing (Installation bracing) Is In ptoae an'! Immedldey prior to Wf1ng sheathing. C. 2x4 STARTER STRUTS by ccntracfer eHh ane Am tremig ashy (UNTO) each end (furnished by True Jobe ad sipped bow} nation sped prong and fad porta of veritcal tab around aW at Ohl Attach with t-Bd mos each end. See ® aW D. CROSS BRACING is predded for mod bosom-bearbg Io e . Cross bracing to be Installed as each buss Is wL Contractor to bed ends prior to batalbNorh. See® Q•, fir•. iY ; O-. SS. W X14.1.. W — w �1 weAe� hYe �. e.aeWe Bridging .nae dim on dra.tnge SINGLE -CHORD TRUSS Cress ke"n" �1 I I -L. -ta4 nater required: aitad with two 6d Haller required of (2h') ala spas Mod 40 fed ff she DOUBLE -CHORD TRUSS �erldglng Cresmi bracing furnished by Trus Jobe. Install as such truss Is ad. ATTENTION BUILDER Enclosed is IMPORTANT information Weyerhaeuser on how to safely and properly install Open—Web Trusses © INSTALLATION TOLERANCES PERMITTED TfRU55 CHORD ALIGNMENT MLFRAN CE BEARING CONDITIONS - OVERHANG TOLERANCE OF TYPICAL BEARING HARDWARE (TJS' becrIN slhosm) To prwWe propr perfafmhhoe, ' hhswa should not vary mor. Ilmdmurn overhang for all than A' from a dralgM am VERTICAL ism bembq nadwas k)14'- BoFlom chord attruss WmM not be out at ALIGNMENT square sque edeck by more than A . per feat TOLERANCE a "ad urn overhang for TJMe series busses with of brass depth QA .e. ' nor 24• depth bras.) 'Z -Clip' or •PedeeW bearing hardware 1.)r STACKS OF MATERIAL ON TRUSSES NOT THIS THIS WARNING NO WORKERS OR MATERIALS AMTRUSSES r. CAUTION ` ALL. TRUSS madmurn of 3 1- of n 1. GRACING sheaftv per 10 fed of HAVE MIN PERILAKENTILY • u� 41 ® FASTENING OF SHEATHING TO. TOP CHORD MEMBERS MATINKIM SPAM tri• ave madman SWARNING .care d,ad mangerb �Mrg rnahMl NADING CLOSER THAN SPECIFIED MAY RESULT N CHORD SPl1TIING. Chord IMPORTANT member USE PROPER SIZE HMS TO FILL ALL NAIL HOLES N _:J# FARING CUPS, BODGIIIG CUPS. DRA404G, ETC NaMV �ta� In no a , u' a.a. In either chord manber. Nab sW red be less than od (tri') or greater than 16d (9j'} ♦ if more than one roe Is used, the rives mud be offset at lead W and dopoer. ♦ 14 gauge',plea may be a dyad substitute for Od (4N7 rob N a mWman oasbalon d 1' Into the the flanas Is malddnsd. Q FIELD MODIFICATION OF TRUSSES NOT PERMITTED ♦ DO NOT PERMIT CUTTING, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. ♦ DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). ♦ 00 NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APPROVAL OF TRUS JOIST. aaaa5 1JrWS MKIMU Y M ado TTS Refer to plan for series and depth 0aa[ W TOM M FIA Uro m - Ola9 a® se "' UAW aim TTI TJN bet uses. cue TJUb I'M Mavfocrorer. -1Ing1. any for Poe design .f tee Trus Jobe prod eb ad nor for ay e14Dortng abnduv or bad. other than bAcdd hreb. PA rtholsrlab shoe be fnrde hed by .three. wa. epeciflcaey noted br 'Tr r by 'True Jahr baton. IF TIM CRANNNGS APE STAMPED AS ltmeelARh^ -Thy True Jaen Sub.iM PrAnge mud be p . Md b de - Naber .ref bracing N be.>",�' meet QW `.a 'd for Applebee's shown on the drawings cam.., ft bu11ftd.dgn 'r m�verohed ��for req Lo Qutntae CA App -d. -Arg hinahlee b ballft dedph after approhd skids .Ned Ta. JeW PaAhde, mey affect the II ded-T date. DRAWN DATE CHECKEC IF YOU HAVE PROBLEMS AM.♦ Darnpd True J" predncb ♦ hrpop. A ♦ neld nnditlwtan ♦ *.A- about thees draelge Far True Jobd Reprveodall Call Bough pl. (909) 949-9704 Or Me ft*d Coa&,d. (Sd.&" Ivanka Aghbashian Pl. (949) 885-8544 Or ver Engineering Dep -toted Jimmy Wittrock Ph— (949) 885-5919 DATE ROOF SHEET (a of 2 n a.,a err TRUS LAN E OTTED TRUSS CLIP BY I ERS TO BOTTOM OF I\t2xB TRUSS, EACH SIDE OF WAIL Applebee's - La Quinta La Quinta, CA DO NOT NAIL CLIP TO WAL DRAWN DATE CHECKED DATE 2-I0d NAILS SHEET Q 2 OF 2 0 EACH END SPACING OF CLIPS AND BLOCKS PER EO FIT BLOCKS TO A FOR MOVEMEN CONT LEDGER 2x4 BLOCKS (OR BLOCKS) NAILED Y OTHERS B DISTANCE 'X' (GAP BETWEEN NON -LOAD BEA(GAP WALL t TRUSS) DISTANCE 'X° BETWEEN PARTITION WALL WALL t BRACE) DISTANCE "X" BY OTHERS UNDER ROOF UNDER FLOOR SPAN 'X' SEE DETAIL 5/2 0'-20' x BY OTHERS 20'-40' 1 214" 1 20'-40' 1 IYa i 40'-60' 4 40'-60' 2 RECOMMENDED ATTACHMENT FOR NON -LOAD BEARING PARTITION NIO NAILS BY TJ (3) By. I k NAILS AT EACH SIDE. SEE SHOP DWG5 FOR OTHER FASTENERS AS �l • BEAM PER CONTRACT u @ DOUBLE @ DOUBLE "TJW" TRU55^ "TJLX" TRU 55 NAILED "NO -NOTCH" CLIP (A) TOP CHORD BEARING REFKv. DO NOT SCALE SUPPORT MEMBER BY OTHERS TJL/TJW SERIES (2) 2x ON EDGE BY OTHERS (SPANNING A MIN. OF 2 PANEL POINTS). INSTALL ONE BOLT ABOVE LOAD EACH BOTTOM CHORD PIN TO HOLD 2x's IN PLACE. (MAXIMUM LOAD AND LOCATION SHALL BE IN ACCORDANCE WITH APPROVED TRU55 CALCULATIONS) . SUPPORT DETAIL FOR LOADS SUPPORTED FROM BOTTOM CHORD 2x BLKS BY OTHERS 2.6 STUD WALL PER PLAN 2x NAILER BY 2X JOIST PER PLAN BY OTHERS THIS DRAWING FIELD BEND BRIDGING CLIP BEFORE i i NAILING TO BRIDGING ROW / 30' 1 2x6 STRONGBACK BRIDGING BY TJ WITH APPROXIMATE 12" LAP. I 5-NIO NAILS OBYTJ 4%'± I, 5-Ird NAILS CLINCHED, 11 BY OTHERS. TJL, TJLX AND TJW T STRONGBACK BRIDGING MECHANICAL UNIT OR CONCENTRATED LOAD BLOCKING BY OTHERS 514EATWING i --BY OTHERS TRANSFER BLOCK I • I r 2' MIN. FROM PIN LOCATION 6-NIO NAILS BY TJ WIND UPLIFT BRACING BY TJ (SEE PLAN FOR LENGTHS t LOCATIONS) NOTE, BRACING MAY NOT PHYSICALLY CROSS IN SOME 5PAGING CONDITIONS. 2.6 BRIDGING ROW. SEE PLAN FOR LOCATION. SEE DETAIL '3/4' i FOR PROPER INSTALLATION. TJLX TJLX AND TJW ® CROSS BRACING (TRUSS TO BRIDGING) NOTE: WEIGHT OF MECH. UNIT TO BEAR DIRECTLY OVER PINS ON TOP CHORD OR DIRECTLY OVER LOAD TRANSFER BLOCKS, AS SHOWN. (MAXIMUM LOAD AND LOCATION SHALL BE IN ACCORDANCE WITH APPROVED TRUSS CALCULATIONS) SUPPORT OF MECHANICAL UNIT e 2x6 BLKS BY TJ 2x BLKS BY OTHERS SHEATHING ABY OTHERS REF.® 1 TRUSS PER- PLAN ER_PLAN BY TJ. 1' 1 i { t ■ ■ ■ ■ ■ ■ ■ l r 2. BLKS BY p' OTHERS SEE BEARING CLIP SEE DETAIL 5/2 BEAM PER CONTRACT DOCUMENTS 2X SILL PLATE BY OTHERS SHEATHING ABY OTHERS —TRUSS PER PLAN BY TJ. DBL 2X BLKS BY OTHERS REF. 515'5 RFF.I - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT 514OWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN 15 TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY TJ.' REFER TO THE CONTRACT DRAWINGS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. - SEE TJI INSTALLATION SHEET FOR WEB STIFFENER NAILING. - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DRAWINGS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE 'SPRINKLER SYSTEM INSTALLATION GUIDELINES'. IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT iLEVEL TRUS J015T COMMERCIAL OR GO ONLINE TO: HTTP://WWW.ILEVELCOM I JOIST° commercial I\t2xB TRU55 PER Applebee's - La Quinta La Quinta, CA 2x6 STUD DRAWN DATE CHECKED DATE PLAN BY TJ. SHEET Q 2 OF 2 0 WALL PER PLAN CONT LEDGER 2x8 CONT LEDGER ® Y OTHERS B BY OTHERS REF. 1/ss 2X SILL PLATE BY OTHERS SEE BEARING CLIP SHEATHING SEE DETAIL 5/2 j BY OTHERS i ' tt • BEAM PER CONTRACT 2X TRANSTER TRUSS PER DOCUMENTS ` BLOCK BY OTHERS PLAN BY TJ. QIO��°�e�°OJ SOTRTURAL PLAN DETAIL REQUIREMENTS ® SHALLUCTAKE PRECEDENCE OVER TJI DETAILS. REF. 19155 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING REF.® 1 TRUSS PER- PLAN ER_PLAN BY TJ. 1' 1 i { t ■ ■ ■ ■ ■ ■ ■ l r 2. BLKS BY p' OTHERS SEE BEARING CLIP SEE DETAIL 5/2 BEAM PER CONTRACT DOCUMENTS 2X SILL PLATE BY OTHERS SHEATHING ABY OTHERS —TRUSS PER PLAN BY TJ. DBL 2X BLKS BY OTHERS REF. 515'5 RFF.I - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT 514OWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN 15 TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY TJ.' REFER TO THE CONTRACT DRAWINGS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. - SEE TJI INSTALLATION SHEET FOR WEB STIFFENER NAILING. - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DRAWINGS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE 'SPRINKLER SYSTEM INSTALLATION GUIDELINES'. IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT iLEVEL TRUS J015T COMMERCIAL OR GO ONLINE TO: HTTP://WWW.ILEVELCOM I JOIST° commercial oTRUS BY DATE REMARKS Applebee's - La Quinta La Quinta, CA Details DRAWN DATE CHECKED DATE ORDER tt 07-025254 SHEET Q 2 OF 2 0 ON q -I1-2007 FO q-IQ-2oo� N. Q10, NOT SCALE 115 DRAWING Y ROOF FRAMING v LOCATION PLAN I. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING I GENERAL NOTES I LEGEND DESIGN CON5IDERATION5 MECHANICAL DUCT WORK WILL FIT BETWEEN REGULAR ON ' BUILDING CODE: 2001 CBC Qi ROOF DESIGN ROOF LIVE LOAD (P 125%): 20 PSF DEAD LOAD: I 16 PSF NET WIND UPLIFT (@ 133%): 3 PSF DEFLECTION CRITERIA: UNIT LIVE LOAD DEFLECTION: L/450 O TOTAL LOAD DEFLECTION: L. tt L/360 - DENOTES LOCATION 4 INFORMATION OF MEC" UNITS IN REF. • WITH CONSTRUCTION DOCUMENTS. SEE DETAIL 6/2 FOR INFO. �I MECHANICAL INFORMATION MECHANICAL INFORMATION MECHANICAL DUCT WORK WILL FIT BETWEEN REGULAR ON ' MECH WEIGHT tt OF MECH WEIGHT tt OF PROVIDE SIZE AND LOCATION OF ALL SUCH OPENINGS. UNIT (MAX) MEMBERS UNIT (MA)O MEMBERS _ - 1 55tt OVER (2) 6 2430ri 1 OVER (4) - FOR ALL LOADS SUSPENDED FROM BOTTOM FLANGE, SEE 2 100# OVER (2) 7 2610tt OVER (4) 3 200a OVER (2) B 600tt OVER (4) _ 4 500tt OVER (2) 9 15003t OVER (2) 5 2000tt OVER (4) - TRUSS SPACES. SEE SECTIONS 4 AND 5 ON OPEN -WEB • PRODUCT TYPE CHART SEE MATERIAL LIST FOR MORE INFORMATION CALLOUT MEMBER A 32' TJW TRUSS D /4/06PER EOR -TRUE JOIST BY DATE REMARKS Commercial Applebee's- La Quinta La Quinta, CA Roof DRAWN DATE CHECKED DATEORDER :2 SHEET Q ON q -II -2007 FO q-14-2007 07'025254 Ib OF 2 0 GENERAL CONTRACTOR IS TO VERIFY THAT ALL MECHANICAL DUCT WORK WILL FIT BETWEEN REGULAR ON ' J CENTER SPACING AS SHOWN PER THIS PLAN. IF LARGER OPENINGS ARE REQUIRED, GENERAL CONTRACTOR 15 TO PROVIDE SIZE AND LOCATION OF ALL SUCH OPENINGS. OPEN -WEB NOTES t LEGEND . - NO MORE THAN 21 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. . - FOR LATERAL SUPPORT OF NON -LOAD BEARING PARTITIONS UNDER OPEN -WEB TRUSSES, SEE DETAIL 1/2. , •- - FOR ALL LOADS SUSPENDED FROM BOTTOM FLANGE, SEE _ DETAIL 2/2. ALL LOADS MUST BE IN ACCORDANCE WITH - DESIGN CALCULATIONS. • -, - FOR TRU55 BEARING CLIP PROPERTIES AND .BLOCKING INFORMATION , SEE DETAIL 5/2 - - 2x4 STARTER STRUT BY OTHERS, REQUIRED AT THE END OF ' �.• - EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE G DETAIL 5-A 6 5-D ON OPEN -WEB INSTALLATION SHEET. i. - CONTINUOUS ROW OF METAL STRUT BRACING BY TJ. STRUT BRACING 15 REQUIRED FOR LATERAL SUPPORT DURING TRUSS INSTALLATION. SEE DETAIL 5-D ON OPEN -WEB INSTALLATION SHEET FOR BRACING REQUIREMENTS AT ODD - TRUSS SPACES. SEE SECTIONS 4 AND 5 ON OPEN -WEB • INSTALLATION SHEET FOR DETAILS AND INSTRUCTIONS. ' - CONTINUOUS ROW OF 2x6 BRIDGING BY TJ, SEE STRONGBACK BRIDGING DETAIL 3/2. } 4iy /•/ • - DENOTES INTERMITTENT ROW OF METAL CROSS BRACING BY TJ. INSTALL AT BRIDGING ROWS AT EACH END OF BAY AND - ONLY WHERE SHOWN ON THE PLAN VIEW. ATTACH TO THE TOP OF THE TRU55 TOP CHORD, AND TO THE SIDE OF THE BRIDGING ROW. FOR MORE INFORMATION SEE DETAIL 4/2 AND THE MATERIAL LIST. ODENOTES FRAMING BY OTHERS. + O DENOTES BEAMS BY OTHERS. ODENOTES GLB BY OTHERS 4O DENOTES TOWER WALL ABOVE PRODUCT TYPE CHART SEE MATERIAL LIST FOR MORE INFORMATION CALLOUT MEMBER A 32' TJW TRUSS D /4/06PER EOR -TRUE JOIST BY DATE REMARKS Commercial Applebee's- La Quinta La Quinta, CA Roof DRAWN DATE CHECKED DATEORDER :2 SHEET Q ON q -II -2007 FO q-14-2007 07'025254 Ib OF 2 0 PREPARED'10/25/11, 11:10:15 INSPECTION HISTORY REPORT' PAGE 1 PROGRAM BP521L 0/00/00 THRU 0/00/00 CITY OF LA QUINTA ------------ APPLICATION ------------------------------------------------------------------------------------------------------------------------ PROPERTY ADDRESS AP.N Alternate ID STRUCTR ------------------------- PERMIT -------------------------------------------------------------------------- INSPECTION .RESULT DATE/STATUS ---------------------------------- INSPECTOR 07 00002250 45305"SEELEY DR 604 -040 -075 - CENTRE POINTE UNDERLYING, '- --000-000 'SADA 00" BUILDING -PERMIT - ADA 100 0001 SETBACKS 4/10/08 APPROVED ST 000 000 SADA 00 BUILDING PERMIT - ADA 120 0001 FOOTINGS - 4/10/08 APPROVED. . ST - 000 000 BADA 00 BUILDING PERMIT - ADA 115 0001 GRADE BEAM - 4/10/08 APPROVED ST 000 000 BADA 00 BUILDING PERMIT - ADA 125 0001 SLAB - 4/16/08 APPROVED ST 000 000 BADA 00 BUILDING PERMIT - ADA 135 0001 ROOF NAIL 5/07/08 APPROVED WITH EXCEPT AO - REQ COMM: "ROOF DECK ONLY. - ' REQ.COMM: May 7, 2008 2:54:16 PM AORTEGA - - • RES COMM: APPROVED PROVIDE WITH ENGINEERED EXCEPTION LETTER FOR RES COMM: ALTERNATE ROOF DECK DESIGN. • RES COMM: May 07, 2008 3:42:15 PM aj. . 000 000 BADA 00 BUILDING PERMIT - ADA 140 0001 OKAY TO WRAP 5/15/08 APPROVED AO REQ COMM: ENGINEER ONSITE FOR APPROVAL. - ' - REQ COMM:- May 15, 2008 3:20:09 PM AORTEGA ' 000 000 BADA 00 BUILDING PERMIT - ADA 150 0001 INSULATION 5/21/08 APPROVED AO • REQ COMM: .EXTERIOR WALLS ONLY (NO -CEILING INSULATION INSTALLED) REQ COMM- May 21, 2008 1:5447 PM AORTEGA 000 000 BADA 00 BUILDING PERMIT - ADA 145 0001 FRAMING 5/22/08 APPROVED, AO " 000 000 BADA 00 BUILDING PERMIT - ADA 160 0001 DRYWALL NAIL 5/28/08 APPROVED AO - •000 000 BADA 00 BUILDING PERMIT - ADA 155 0001 LATH 6/02/08 APPROVED AO 000'000 BADA 00 BUILDING PERMIT - ADA 145 0002 FRAMING 6/02/08 APPROVED AO REQ COMM: DROP CEILING FRAMING (2) AREAS AT WESTSIDE DINING. REQ COMM: June 3, 2008 7:42.:16.AM AORTEGA 000 000 BADA 00 BUILDINGPERMIT - ADA 162 0001 T -BAR 6/13/08 APPROVED AO RES COMM: APPROVED PER TRUSS MANUFACTURER CHANGE NOT YET APPROVED BY " RES COMM: DEPARTMENT OF BUILDING AND SAFETY. AT RISK. RES COMM: June 20, 2008 2:39:14 PM AORTEGA 000 000 SADA 00 BUILDING PERMIT - ADA 900 0001 COMMUNITY DEVELOPMENT FIN 8/21/08 APPROVED WITH EXCEPT ST o RES COMM: 30 DAY TEMP CofO ' 000 000 BADA 00 BUILDING PERMIT - ADA 940 0001 HEALTH DEPARTMENT FINAL 8/21/08 APPROVED WITH EXCEPT ST • RES COMM: 30 DAY TEMP'COfO " 000 000 BADA 00 BUILDING PERMIT - ADA 910 0001 PUBLIC WORKS FINAL 8/21/08 APPROVED WITH EXCEPT ST ' RES COMM: 30 DAY TEMP CofO - 000 000 BADA 00 BUILDING PERMIT - ADA 199 0001 FINAL .8/21/08 APPROVED WITH EXCEPT ST REQ COMM: - "RES COMM: 30 DAY TEMP CofO PREPARED 10/25/11, 11:10:15 INSPECTION HISTORY REPORT PAGE 2 PROGRAM BP521L .0/00/00 THRU 0/00/00 CITY OF LA QUINTA .- -------------------- APPLICATION PROPERTY. ADDRESS _ _ APN ---------------------------------- Alternate ID --------------- STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR 0700002250 CONTINUED 000 000 E03 00'ELEC-NEW.COMMERCIAL - 305 0001 UNDERGROUND ELECTRICAL, .4/11/08 APPROVED _ ST . 000 000 E03 00'ELEC-NEW COMMERCIAL 305 0002 UNDERGROUND ELECTRICAL. 4-/14/08 APPROVED - ST 000 000 E03 00 ELEC-NEW COMMERCIAL 310 0001 ROUGH ELECTRICAL 5/22/'08 APPROVED AO 000.000 E03 00 ELEC-NEW COMMERCIAL 315 0001 TEMP USE OF PERMANENT POW 8/08/08 APPROVED . ST. - 000 000 E03 00 ELEC-NEW COMMERCIAL 399 0001 ELECTRICAL FINAL 8/21/08 APPROVED WITH EXCEPT ST RES• COMM: 30 DAY TEMP CofO . 000 000 GP 00 GRADING PERMIT 197 0001 GRADING.FINAL. .8/21/08 APPROVED WITH EXCEPT ST RES COMM: 30 DAY TEMP CofO ... -- 000'000 M01 00 MECHANICAL 405 0001 ROUGH MECHANICAL 5/22/08 APPROVED AO 000 000 M01 00 MECHANICAL 499 0001 MECHANICAL. FINAL 8/21/08 APPROVED WITH EXCEPT ST . _ RES COMM: 30 DAY. TEMP CofO 000 000"� P01 00 PLUMBING 200 0001 UNDERGROUND PLUMBING 4/07/08 APPROVED.., - ST 000 000 P01 00 PLUMBING 230 0001 ROUGH PLUMBING 5/28/08 APPROVED AO .- 000 000 P01 00 PLUMBING 240 0001 ROOF DRAIN .5/28/08 APPROVED - AO " • 000 000' P01 00 PLUMBING 235 0001 GAS -LINE / GAS TEST 6/02/08 APPROVED AO 000 000 P01 00 PLUMBING - 220 0001 GREASE INTERCEPTOR -6/06/08 APPROVED AO REQ COMM: CAPACITY GREATER THEN REQUIRED, CONNECTIONS MADE FROM - ' _- REQ COMM..' BUILDING. DOES NOT INCLUDE SEWER CONNECTION. _ - • REQ COMM: June 9, 2008 2:03:53 PM AORTEGA . 000 000 P01 00 PLUMBING 299 0001 PLUMBING FINAL 8/21/08 APPROVED WITH EXCEPT ST ' ' - RES COMM: 30 DAY TEMP CofO m r