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Home My WebLink About2198 PALOMAR AIRPORT RD; 101; CB082093; Permit' '• Cityof Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-25-2009 Commercial/industrial Perm it Permit No CB082093 Building Inspection Request Lin (760) 602-2725 Job Address: 2198 PALOMAR AIRPORT RD CBAD St: 101 Permit Type: TI Sub-Type: COMM Parcel No: 7602211800 Lot#:' 0 Status: ISSUED Valuation: $115,855.00 - --Construction Type: 5B ' Applied: 11/17/2008 Occupancy Group: Reference #: - Entered By: . KG Project Title: THE LANDINGS- 2465 SF SHELL TO Plan Approved: 08/25/2009 RESTAURANT Issued: 08/25/2009 Inspect Area: Plan Check#: Applicant: Owner:----_... SLATTERY BILL AVIS RENT A CARSYSTEM INC 2565 DOGWOOD RD. ..-2 CARLSBAD CA 92009 PIPF?ANY NJ-07054 '760-931 -1100 - / (\ Building Permit / 7 $704.17;' Meter 5ize,---%. Add'I Building Permit Feel / $0.00 7, 1Add'l Recl:'Water Con. Fee '' $0.00 Plan Check l / $457.71 MeterFee - \ $0.00 Add'I Plan Check Fee 7 $0.00 SDCWA Fee \ $0.00 Plan Check Discount . / $0 D0-.--''-CFD Payoff Fee-V $0.00 Strong Motion Fee . / $24 33 FFE(310540) $2,108.56 Park Fee - / $0 00.tEF,.(4305540) - $1,946.36 LFM Fee $0.00 License Tax (3104193) - A . 1J $0.00 Bridge Fee . $0.00 License Tax (4304193) 1 I $0.00 BTD #2 Fee . $0.00\ -Traffic Impict Fee (3105541) } $5,704.92 BTD #3 Fee $0.00 Trfflc Impact Fee (4305541)' $5,266.08 Renewal Fee $O'OO I PLUMBING.TOTAL\\ / ,f $153.00 Add'l Renewal Fee Woo IELECTRICALTOTAL?fl I I $372.50 Other Building Fee $0 00 MECHANICAL TOTAL' / / $180.00 Pot. Water Con. Fee . $0 00 1Maste Drainage Fee / / $0.00 Meter Size . / Sewer Fee'— / / $0.00 Add'l Pot. Water Con. Fee $0.00 Rêdev Parking Fee . / $0.00 Red. Water Con. Fee \ . $0.00 COFAjditiàrl Fees / $0.00 Green Bldg Stands (SB1473) Fee ?? HMP Fee / ?? Sir TOTAL PERMlTFEES $16,917.63 Total Fees: $16,917.63 Total Paym"è'ntTo Dth:~ZDi I $16,9i7.63) Blancê Due: $0.00 ' __J 1-1 11 \_f) 6 ? FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Pleae take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exctions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning; zoning, grading or other similar application processng or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which thetatute of limitations has previously otherwise expired. S ' ,", 4, s . - - M- City of Carlsbad ' 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/ 2718/ 2719 Fax: 760-602-8558 Building Permit Application :.... •. Plan Check NOc2Oq3 Est. VaIuL '. 0 Plan Ck. Deposit 2' Date //-/:-o PILO1\PJ1 'ROJECT# LOT# CRIPTION OF WORK: include Squl SO4J7 rAI SF)-€1-L 1U1-1) 0 I Z O&(3-S EXISTING USE ) /'// 5kz. PROPOSED USE J S7 I4?JJ I GARAGE (SF) I PATIOS (SF) I DECKS (SF) I FIREPLACE k S D NOI I AIR CONDITIONING YESNOD IFIRESPRINKLERS YES NOM CONTACT NAME (if Different Fom Applicant) ADDRESS - I ADDRESS cUpJoc oQ) OO CITY . STATE ZIP STATE ZIP CA4" 16 pJ2) CA 2'2X 09 PHONE FAX I PHONE '7,o93f-/fOO FAX EMAIL EMAIL PROPERTY OWNER N4v1E j )r/ o $,j , 1) ?J AJQ'Jif Go AI u N A CO $ ca RBUS NAMEytZ.'J o ,i3 J T1 ADDRESS i.oC-o,c,t,ry ?)Z4JC ADDRESS 30o 1-Li6 (a CX I STATE 9 ZIP PHONE ~F. P ' EEp 5,0 ti EM ARCH/DESIGNER NAME & ADDRESS STATE UC. # ST UC.# f3301- cliv BUS. UC.# I CLASS I t-,Sec. F V.jJ,. business ana rroressions uoae: 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, commending 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)). freDccQc3° &øOOO®(I Workers' Compensation Declaration:! hereby affirm daT penally of perjury one of the following declarations: [ I have and will maintain el. certificate of consent to s for workers' compensation as provided by S 00 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Se 700 of the Labor e performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy - - number are: Insurance Co Policy No. Expiration Date Ws action need not be completed if the permit is for one hundred dollars or less. Certificate of Exemption: ,l certify that in the performance of for which this permit is issued, I shall no e erson in any manner so as to become subject to the Workers' Compensation Laws of Ii omia. WARNING: Failure to secure workers' co atlon coverage Is unlawful, and shall subject an employer to c enalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, d ma rovlded for In SectIon 3706 of the Labor code, Interest and attorney's fees. CONTRACTOR SIGNATURE D' jli ) ,L,i )' , I hereby affirm that lam exempt from Conhactor's License Law for the following reason: [J I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The 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 improvement 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). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [] lam exempt under Section I Business and Professions Code for this reason: - 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. [—]Yes [:]NO 2.1 (have! have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address ! phone! contractors' license number): 4.1 plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name/address! phone / contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address / phone! type of work): ,PROPERTY OWNER SIGNATURE 0 'DATE ays ( V n 064.4 Uniform Building , APPLICANT'SSiGNATU1RE DATE 0a 000meal DOG)OOOø)i21J6 OWOOaOU( POGJO?Ø @O : the applicant or future building occupant required to submit a business .&, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the resley-Tanner Hazardous Substance Account Act? [] Yes No s the applicant or future building occupant required to obtain a permit from the air pollution control district or air uality management district?' - l:Jyes No V • V V s the facility to be constructed within 1,000 feet of the outer boundary of a school site? EYes No F ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ' V V • oow@iioøw 0000ai@ ooai@ci. hereby affirm that there i a con,truction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). ' - -- .ender's Name AJ//.9. - Lender's Address - . - - • V - , certify that I have read the appllcallon and state that the above Information Is correctand thatthe Information on the plans Is accurate. I agree to complywith all City ordinances and State laws relatlngto bulldlngconstructlon. hereby authorize repthsentative of the City of Ca1sbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD GAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. k e Is ii * )SHAnOSHApmqredfonxcavatioover5dddenon nofsfructjresojer3dioriesjnheight EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by irritation and become nut and void if the building or work authorized by such permit is riot commenced within 80 days from the date of such perrritor if the lid V ed by such pem,it is suspended or abandoned at anytime after ft work is commenced a period of 180 dSectio 1 Code). - V - • V • * - •/./',/,./Od2 VV V 4 1 - -- . - . - -V V . *V.•V - - . .. -. . V.. V ,V •'V *VV. V - •V . VVV .4 - V V VV V • . V $ I • V V •_ V . V - fV V V - ,' . V V - I• - - t . . . •, V - V Vr VV V V V' • " . V • ' •.. -. . I - • ' Vi , • VV - V V V , . • .• V V V •V - V V - flj • I -. V V V 'V * V -. . . 4 - V V V • . . V •V - , ., ,V V - - . , - VV V VV V V . - V V . V , - . - - VV _,V V I 4 ; V,V* ' ''' V -V. ••4 V V V,•- : V V, V I - V• , , - ' V -- • * V V - V - V • • . *,V . V V V, . V - • . 4 V• 4 V . V. V, - V V VV - V V V • V io -. - V V ' - V V V 4 4 Okx Building Permit Application Plan Check No. 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value CITY OF 760-602-2717/2718/2719 . wwwxarlsbadca.go CARLSBAD . rIaII.,ft. IJJUbIL Date JOB ADDRESS SUITE#/SPACE#/UNIT# APN CT/PROJECT B LOT # PHASE B II OF UNITS B BEDROOMS B BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES 0 #_ NOD J AIRCONDITIONING YES 0 NOD FIRE SPRINKLERS YES 0 NO 0 CONTACT NAME (If Different Fom Applicant) APPLICANT NAME ADDRESS , . ADDRESS . CITY STATE 'ZIP CITY STATE ZIP PHONE FAX . ' - PHONE FAX EMAIL . ' EMAIL PROPERTY OWNER NAME • CONTRACTOR BUS. NAME - ' lZ VD~I ADDRESS ' ADDR4 SS S oc 4u CITY STATE ZIP S I STATE ZIP J(4 C.o ? PHONE , FAX ON FAX EMAIL EMAIL3 C ARCH/DESIGNER NAME & ADDRESS STATE UC. B S STATE LIC.# 10o IX s c!Lc. 1 CLASS c CI B y ,..y iuii1y wiiiuii lequures 'a permux 10 Construct, Biter, improve, aemoiisn 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, commending 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 15501)11 XQO" GO=Oi?O®J Workers' Compensation Declaration: (hereby affirm under penally of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 370001 the Labor Code, for the performance of the work for which this permit is issued. ti have and will maintain workers' mpensalion, as quired by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance ca 'e nd policy number are: Insurance Co. 244-42r c.4A1. % Policy No. L9 1 93&2 Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. ' * C] Certificate of Exemption: 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. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided or ection 370601 the Labor code, interest and attorney's fees. . CONTRACTOR SIGNATURE -. 'Tj 1(,.& .-. ' DATE , ODoDOI D100 , I hereby affirm that lam exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The 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 improvement 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). o , I, as owner of the properly, 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 contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section -'Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No t (have I have not) signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction (include name address! phone / contractors' license number): I plan to provide p&tions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone I contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address phone type of work): . I ,PROPERTY OWNER SIGNATURE . ' . • DATE - I _ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the Outer boundary of a school site? 0 Yes 0 No - IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 'CO •iii 2iVWWri ljflfr- I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name . Lender's Address I certify that I have mad the application and state that the above information is coned and that the information on the plans is accurate. I agree to comply with all City ordinances and State lawn relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHk An OSHA permit it required for excavations over 50 deep and demolition or construction of structures over 3 stories in height - EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit it not commenced within - 180 days from the date of such permit or if the building orwork authorized by such permit is suspended or abandoned at any time after the work is commenced fora period 01180 days (Section 106.4.4 Uniform Building Code). .APPLICANT'S SIGNATURE J - ..t. . +5. : - ' , '' t • - .f - ', I / - . . 5• . - - - - 5_•• - .. .' ,+- S '. • ' + ® rI Z ONvollCarlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Date: 11/04/2009 Permit #: CB082093 Permit Type: TI Project Name: THE LANDINGS- 2465 SF SHELL TO Sub Type: COMM RESTAURANT Address: 2198 PALOMAR AIRPORT RD #101 Lot: 0 Contact Person: Phone: 2S9.3Lk Sewer Dist: CA Water Dist: CA Inspected Date By: In spected: k Y2 / / pproved. ______ Disapproved: Inspected Y'~~Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: Inspection List Permit#: CB082093 Date Inspection Item 02/04/2010 89 Final Combo 12/07/2009 89 Final Combo Type: TI COMM Inspector Act TP AP TP CO THE LANDINGS- 2465 SF SHELL TO RESTAURANT Comments CORRECTIONS REMAIN SEE CARD TEMP. OCCUPANCY GRANTED FOR 30 DAYS 12/02/2009 89 Final Combo TP 12/01/2009 89 Final Combo TP 11/10/2009 14 Frame/Steel/Bolting/Weldin TP 11/10/200934 Rough Electric TP 11/10/2009 34 Rough Electric TP 11/10/2009 44 Rough/Ducts/Dampers TP 11/10/2009 44 Rough/Ducts/Dampers TP 10/21/2009 22 Sewer/Water Service TP 10/21/2009 44 Rough/Ducts/Dampers TP 10/16/2009 17 Interior Lath/Drywall TP 10/14/2009 14 Frame/Steel/Bolting/Weldin TP 10/14/2009 23 Gas/Test/Repairs TP 10/14/2009 34 Rough Electric TP 10/14/2009 44 Rough/Ducts/Dampers TP 10/13/2009 14 Frame/Steel/Bolting/Weldin TP 10/13/2009 23 Gas/Test/Repairs TP 10/13/2009 34 Rough Electric TP 10/07/2009 24 Rough/Topout TP 09/15/2009 11 Ftg/Foundation/Piers TP 09/15/2009 12 Steel/Bond Beam TP 09/04/2009 21 Underground/Under Floor TP 08/28/2009 21 Underground/Under Floor PD 08/28/2009 22 Sewer/Water Service PD 08/27/2009 22 Sewer/Water Service TP 08/26/2009 21 Underground/Under Floor TP 08/26/2009 22 Sewer/Water Service TP CO CO AP T-CLNG GRID AP CElL LITES AP SUB PNLS AP DUCTS, EXHAUST HPs AP GREASE DUCT WRAP WC AP GREASE DUCT TO WRAP AP AP HARD CLNG. & SOFFITS AP 24 HR. TEST. AP HARD CLNG. & SOFFITS AP HARD CLNG & SOFFITS AP WALLS P1 START 24 HR TEST AP WALLS AP WC PA PNDING REV. DTL. 7,8/3.00 AP GREASE WASTE PA BATHROOMS PA NR BLDG LOCKED/NO SUPP NR NR NEED ECIS INSP Thursday, February 04, 2010 Page 1 of 1 Building Department —1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 << UñsthedUled CITY OF Building Inspection CARLSBAD DATE: LAY b PERMIT #: CONTACT: PHONE #: JOB ADDRESS: DESCRIPTION: CODE DESCRIPTION ACT COMMENTS Bldg Inspection Form Page 1 of I Rev. 06/09 EsGil Corporation. In cPartnersEip with government forBui&uin,q Safety DATE: 07/06/2009 0 APPLICANT JURISDICTION: City of Carlsbad o PLAN REVIEWER 0 FILE PLAN CHECK NO.: 08-2093, SET: II PROJECT ADDRESS: 2198 Palomar Airport Road, Ste. 101 PROJECT NAME: Landings Restaurant TI El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted, for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the 'applicant that the plan check has been completed. Person contacted: Bill Slattery Telephone #: 760.931 1100 Date contacted: (by: ) Fax #: 760,9311041' , Mail Telephone Fax In Person REMARKS: (a) Please note the two clouded redlines on sheet TS-1 on all City sets. (b) The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). By: Aaron Goodman - Enclosures: Esgil Corporation LI GA fl MB LI EJ LI Pc 06/29/2009 I trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 60-1576 EsGil Corporation In Partners/lip with covernmentforBui&ing Safety DATE: December 1, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-2093 SET: I PROJECT ADDRESS: 2198 Palomar Airport Road PROJECT NAME: Landings TI ICANT JURIS. L P AN REVIEWER U FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Bill Slattery 2565 Dogwood Road Carlsbad, CA 92009 Lii Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bi ll atte Telephone #: 760 931 1100 Date contacted:/2-/117ó) Fax #: 760931 1041 Mail y/lelephone Fax71n Person III REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation L1 GA LI MB LI EJ [1 pc 11/24/2008 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 08-2093 December 1, 2008 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 08-2093 OCCUPANCY: unknown TYPE OF CONSTRUCTION: unknown SPRINKLERS?: unknown DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 1, 2008 JURISDICTION: Carlsbad USE: unknown ACTUAL AREA: 2465 ft 2 OCCUPANT LOAD: unknown DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/24/2008 PLAN REVIEWER: Bryan Zuppiger This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced 'by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. ' Code sections cited are based on the 2007 CBC that adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per IBC Section 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or' city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 08-2093 December 1, 2008 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and'(760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide a statement on the Title Sheet of the plans; "This project shall comply with the 2007 California Building Code that adopts the 2006 IBC, 2006 UMC, 2006 UPC and 2005 NEC." Please revise the Building Code Data Legend, Section numbers and Notes on the Title Sheet on the plans to match the 2006 IBC, as adopted by the State of California. Include the following code information for each building proposed: Occupancy Classification(s) For Mixed Occupancy Buildings, state whether the. "non-separated" or "separated" option was chosen from IBC Section 508.3. Description of Use Type of Construction Sprinklers: Yes or No Stories Height Occupant Load Justification to exceed allowable area in IBC Table 503 (if applicable) Justification to exceed allowable height or stories in IBC Table 503 (if applicable) Please show the project square footage at a conspicuous location on the plans. All documents; plans, T24 and permit application must reflect the same square footage. Please imprint the correct address on the plans. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. UBC Section 106.3.3. Indicate the use of all spaces adjacent to the area being remodeled or improved. Identify existing walls to be removed, existing walls to remain and proposed new walls, Identify bearing walls, non-bearing walls, and shear walls. • Carlsbad 08-2093 December 1, 2008 9. Provide a section view of all new interior partitions that is referenced to the floor plan. Show; Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Please not that the diagonal wall brace spacing can not exceed 4' on center. Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 10. Glazing in the following locations should be of safety glazing material in accordance with CBC Section 2406.3 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 11. Please provide a reflective ceiling plan. 12. Note on plan that suspended ceilings shall comply with ASTM C 635 & ASTM C 636. 13. Please note that suspended ceilings in Seismic Design Categories D, E & F per ASCE 7-05 Section 13.5.6.2.1 shall have the following; A heavy duty T-bar system shall be used. The width of the perimeter supporting closure angle shall be no less than 2". In each orthogonal horizontal direction one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3/4" clearance from the wall and shall rest upon and be free to slide on a closure angle. 14. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. Please see attached. 15. The City requires the following notes on the plans: WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. City Policy. 16. The equipment schedules on the plumbing and electrical plans are illegible please darken. 17. Provide fire sprinklers in Group A occupancies where any one of the following conditions exist, as follows. CBC Section 903.2.1. The fire area that contains the restaurant exceeds 5,000 square feet. The fire area has an occupant load of 300 or more.. The fire area is located on a floor other than the level of exit discharge. Carlsbad 08-2093 December 1, 2008 18. Please note or show that all electrical penetrations into the cooler shall be sealed. CEC Section 300-7(A). 19. All 125-volt, single phase 15 and 20 ampere receptacles installed in kitchens shall have GFCI protection for personnel. CEC 210-8 (13)(2). 20. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC Chapters Part II; Provide the UL listing card showing the exhaust sizing requirements used for the hoods. Provide roof framing around new openings in the roof for the exhaust and make-up air ducts for kitchen hoods. C) Provide exhaust sizing calculations for kitchen hoods. CIVIC Section 508.4. Provide grease duct air velocity calculations. Minimum 1,500 fpm and maximum 2,500 fpm. CIVIC Section 511.2.1. Provide construction details of required fire rated grease duct enclosure and hood enclosure. CIVIC Section 508.1.1. Detail the kitchen hood exhaust duct discharge clearances as per CIVIC Section 507.2. The fire-rated grease duct and/or hood enclosures must extend from the point of penetration of the ceiling up to the roofing. The ceiling or hood enclosure must be over the hood. CIVIC Section 507.2.1. The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. CIVIC Section 510.7.1. Show required cleanouts for grease duct on hood. CIVIC Section 510.3.1. Show required make-up air for each kitchen hood. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. CIVIC Section 511.3. Clearly show the material used to construct the hood and exhaust duct. 510.5. I) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 21. Please provide a roof plan clearly dimensioning all of the exhaust discharge locations and make-up air and HVAC intake locations. 22. Provide complete plumbing plans, including: The DWV, water lines and gas lines are not sized on the plans: Complete drain, waste and vent plans. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 . Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 Show water heater size, type and location on plans. UPC Section 501.0 23. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 ofthe tank and one strap at bottom 1/3 of the tank). UPC Section 510.5. 24. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.4. Carlsbad 08-2093 December 1, 2008 25. Grease pretreatment (grease interceptor) may be required by the Water Utility Department. Please provide documentation from the City Water Utilities Department whether a grease interceptor is required and, if required, a complete installation design. Please show all grease receiving fixtures to be connected to the grease interceptor Section 1014.1 of the UPC. Please show the grease interceptor sizing per Section 1014.1 or 1014.2 of the UPC. Please provide grease interceptor calculations per Section 1014.1 of the UPC, for Commercial Kitchen, please provide the required grease interceptor, installed outdoors and provide sizing calculations using Section 1014.1 of the UPC. Grease traps are no longer approved. 26. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. CPC Section 603.4.13. 27. Food service establishments with an occupant load of 100 or more shall be provided with separate facilities for employees and customers. Customer and employee facilities may be combined for occupant loads less than 100. CPC Section 412.6.- 28. Show the required floor drains in the Commercial kitchens, as per cPC Section 411 .2.2. 29. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per CBC Section 11 34B.2. These requirements apply as follows: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. 30. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. 31. Show or note that all hand-activated door opening hardware meets the following requirements, per CBC Section 1133B.2.5.2: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered ~30" but :544" above floor. 32. Revise plans, or door schedules, to show that every required passage door has ~32" clear width, per CBC Section 1133B.2. 33. Please revise the plans to show a disabled accessible transaction counter located in the same area as the counter for the general public and provide a section of counter that is at least 36" long and no more than 28" to 34" high. CBC Section 1122B.4. Carlsbad 08-2093 December 1, 2008 34. It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please proyide a dimensioned restroom plans showing the restroom to be accessible compliant. 35. Show that dining facilities are accessible, per CBC Section 11 04B.5, as follows: e) Access is provided at primary entrances and exits as required by CBC Chapter 10. f) Fixed seating, counters and/or tables shall comply with CBC Section 1104B.5.4 as follows: - Wheelchair access is required to all areas where each type of functional activity occurs. Each dining, banquet and bar area shall have one wheelchair seating space for each 20 seats, with ~!1 space per functional area. g) Access to these seats shall be by main aisles ~!36" in clear width. h) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. - i) Food service aisles shall be a ~36" clear width, with a preferred width of 42", where passage of stopped wheelchairs by pedestrians is desired. j) Restrooms shall be accessible. k) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. 36. Please describe the scope of work for the "S' sheets. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). To speed up the review process; note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 08-2093 December 1, 2008 AP?,.11.2001 17:26 CITY OF. CARLSBAD POLICIES AND PROCEDURE #5820 P.001 /001 '.:UMBER: 80-6 SUBJECT: ROOF MOUNTED EQUIPMENT EFFECTIVE: 5/1/92 . SECTION: BUILDING DEPARTMENT 80-6(9110/80) SUPERSEDES: .' 80-6(5/01/81) S PURPOSE: . PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. INTENT: A.' ' Maintain roof integrity. S Prevent hazardous condition to firemen who, must fight fire on the roof. :, Provide an installation that is aesthetically sensitive to the building and the adjoining properties. POLICY:' 1. All equipment shall be'concealed from view and the' design shall meet the approval of the Planning Department. 2.. All equipment shall be specifically designed and approved for exterior use and shall be approved by the City of Carlsbad Building Department. All 'roof mounted equipment shall be on a platform which shall be an integral part of the roof--flashed and waterproofed. When a screen isapproved, it shall have as few roof connections as possible and be structurally adequate. , All electrical, plumbing, mechanical duct work and related piping shall be inside the building and not on the roof. All connections related to equipment shall be made' in the same roof opening on the platform or have the prior approval from the building official. Sewer vents shall be brought to one main vent below the roof and have one penetration where' restrooms or other plumbing fixtures are back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to back or in general proximity. S Existing buildings and equipment, remodel or replacement, shall meet the above regulations or shall have the prior approval from the building official. ' Where new equipment is installed, unused or abandoned equipment, including - all roof mounted piping; electrical, mechanical, duct, and other related appurtenances shall be removed from roof and unused Openings properly sealed to maintain roof integrity. The architect should, through design, conceal the heating/AC unit and other equipment whether they are on the roof or elsewhere. initiated By: S , Approved Carlsbad 08-2093 December 1, 2008 [DO NOT PAY - THIS IS NOT AN IN VOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 08-2093 PREPARED BY: Bryan Zuppiger DATE: December 1, 2008 BUILDING ADDRESS: 2198 Palomar Airport Road BUILDING OCCUPANCY: unknown TYPE OF CONSTRUCTION: unknown BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ti 2465 Air Conditioning Fire Sprinklers TOTAL VALUE r 84222 Jurisdiction Code LC IBy Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance____ Type of Review: Complete Review Structural Only El Other L Repetitive Fee Repeats Hourly Hour * -- Esgil Plan Review Fee I $577.68] I $323.501 Comments: macvalue.doc -0 Citv oI ciir ITTj /FO9 PUbIiC Works -Engineering BUILDING PLANCHECK NO.: CB BUILDINGADbRES: tL('8 L trf (crpq tào PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 7(o - l'— /f EST. VALUE: ENGINEERING DEPARTMENT Ci'1sL) APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Li A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see t attached report of deficiencies marked with Make necessary corrections to plans or specifi tio for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office forreview. Date: 4~ 02 : -at : I I By: Date: By: T __ Date: /?%1 /5 FOR OFFICIAL USE ONLY NG PERMIT- .By: ATTACHMENTS Li Dedication Application Li Dedication Checklist Li Improvement Application Li Improvement Checklist Li Neighborhood Improvement Agreement Li. Gradi'ng Permit Application Li Grading Submittal Checklist Li Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCI INIcWIez— 7) e444~~&1t City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602=?5 7 L// CFD INFORMATION Parcel Map No: Lots: Recordation: Li Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet Li Storm water Applicability Checklist Carlsbad, CA 920O-7314. (760) 602-2720 • FAX (760) 602 3RD - BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service...... E. Easements J. Existing or proposed irrigation service 2. Show.on site plan: A. Drainage Patterns . . . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course.- ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. . Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. . 3. Include on title sheet: Site address . Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:.BUILDING PLANCIIECK CKLST FORM.doc . . .. . . . . Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No._________________________________________________________ 4b. All conditions are in compliance.. Date:..... DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_17,000 pursuant to Carlsbad Municipal Code Section 18.40,030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 81/2fl x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_82,000 pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: • • Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with .the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\BUILDING PLANCHECK CKLOT EORM.dOC • • •• • Rev. 7/14100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: . . Date: El El ' 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement. . This agreement must be signed, notarized and approved by the 'City prior to issuance of a Building permit. Future public improvements required as follows: E E 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement' Agreement completed by: Date: LI 6d. No Public Improvements required.. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be. repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions, that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. D ' E ' 7a. Inadequate information available on Site Plan to make a determination, on grading . requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. LI 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: ' Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) FSBUILDING PLANCHECK CKLST FORMA= ' . . , . . . Rev. 7/14100 ' BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS ' 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: ' ,• 9 -' - ) -- \ Industrial Waste permit accepted by: Date: Li Li 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge I ' Elimination System (NPDES) permit. The applicant shall provide best ,' ' • management practices 'to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. E2T' El 10.a.STORM WATER COMPLIANCE FORM - U Requires PSWP (project storm water permit): # U 3f'l/Tier II (Requires SWPPP) - Please complete attached forms , >?ExemPt - Please complete attached exemption'form El- ii. FEES U Required fees are attached U No fees required F:'ULOING PLANCHEK CKLSTFOAM.doc 5 Rev. 7/14/00 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact-the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to.see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7138, for assistance. BUILDING PLANCHECK CHECKLIST WATER METER REVIEW X// V 3RD LI 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute 011- (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the 'meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the \7 street). LI LI 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculatiOns (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: Q STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case .irrigation demand (largest zone with thefarthest reach).. Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to-you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection F:\2U1L01NG PLANCHECK CKLST FORM.doc • Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As. long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) .... .. . . . Recycled water meters are sized the same as the, irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this -should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the. applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street.which the recycled water is. there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is -. . . charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. I..L £L I........ 41......4 j... 46 •,.4 Fol F.BUILDING PLANCHECK CKLST FORM.doG " 7 Rev. 7114100 I ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. 0 Calculation based on building plancheck plan submittal. Address:aaoo'PA-i- Bldg. Permit No.!.SJS Prepared by:/—_ Date: Checked by: Date: V ¶:e CALCULATIONS: s and square footages for ayses. EDU's: s of Types of Use: . Sq. Ft.iUnits: V EDU's: ADT CALCULATIONS: Lis pes and square footages for all ses.. Types of Use: Sq. Ft./Units)&..L FEES REQUIRED: — WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO V 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS:______ 2. TRAFFIC IMPACT FEELQ _ c tM ADT's/UNITS: 70 3.i ' T: 4- 0 = 3. BRIDGE AND THOROUGHFARE FEE (DI DlST. #2 DIST. #3 ADT's/UNITS: X FEE/ADT:________ 4. FACILITIES MANAGEMENT FEE ZONE:._________ A UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: 5. SEWER FEE V -- EDU's. 1 X FEE/EDU I - - V BENEFIT AREA: CCD EDU's: X FEE/EDU:_______ 6. SEWER LATERAL ($2,500) V = $ 0 7. DRAINAGE FEES PLDA : HIGH /LOW_______ ACRES: X FEE/AC: =$____________ 8. POTABLE WATER FEES V UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION C V V lof2 V WordtDocs\MlstormstFee Calculation Worksheet Rev. 7/14/00 /3c(s S. . ftOI J1. c )c( S . ,. _iLc im c't U _ /000. A _._ /btc 2c - • ,f5 ,fT = • ,x PLANNING/ENGINEERING APPROVALS PERMIT NUMBER C0082093 DATE 11/17/08 ADDRESS 2198 PALOMAR AIRPORT RD RESIDENTIAL ADDITION- POOL/SPA MINOR (<179000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER RESTAURANT-PER CUP 172, RESTAURANT IS PERMITTED WIHTOUT ANY DISCRETIONARY PERMITS 11 THROUGH PLANNING PLANNER GINA RUIZ DATE 11/20/08 ENGINEER DATE_____________ II:\ADMiN\COUNTER/PLANNINC/ENGINEEFllC APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 11-20-2008 Name: Address: BLDG. DEPT COPY Reviewed by: T/ Permit #: CB082093 Job Name: THE LANDINGS-2500 SF SHELL TO Job Address: 2198 PALOMAR AIRPORT RD CBAD ITp czl1hmitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with Meappii fl[l/or Stand—!1C Iw1.iview carefully all comments attached.- Please resuhm +h-- , specitications, WUU ."clouded", Conditions: Cond: CON0003 168 [MET] Showexit and emergency lighting on electrical plans. APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 11/20/2008 By: MS Action: AP fm Landings at McClellan-Palomar Airport Calculations Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, CA 92108 June 19, 2009 III LANDINGS AT McCLELLAN-PALOMAR AIRPORT KPFF JOB #1 09076 DESIGN CRITERIA AND LOADING TABLE OF CONTENTS PAGE STRUCTURAL DESIGN BASIS AND SYSTEMS SUMMARY.........................................1 CODESAND REFERENCES.........................................................................................2 MATERIAL SPECIFICATIONS AND STRENGTHS........................................................3 DESIGN CRITERIA FROM ORIGINAL DESIGN ............................................................4 STRUCTURAL CALCULATIONS...............................................................................5-12 14 LANDINGS AT MCCLELLAN-PALOMAR AIRPORT KPFF JOB #109076 DESIGN CRITERIA AND LOADS STRUCTURAL DESIGN AND. SYSTEMS SUMMARY DESIGN BASIS The project, Landings at Palomar Airport, consists of a tenant improvement of the existing Restaurant Building located at McClellan-Palomar Airport. The existing building roof consists of 2" -20 ga. metal deck with 21/2" light weight concrete topping spanning between the steel beams and girders. The lateral system for the building is Special Moment Resisting Frames located on all four sides of the perimeter of the building. The building is founded on 4'-0" wide x 2'-0" thick grade beams bearing on engineered fill. A partial design criteria deti1?1hè original design assumptions of the existing building has been provided on page 4 of this calculation package. The scope of this project is to add a roof screen wall to the existing building, as well as evaluate the existing building for the mechanical equipment being installed as part of this tenant improvement. The existing steel beams were checked for structural adequacy due to slight localized increases in weight over the original design assumptions. The existing lateral system was evaluated by comparing the mechanical weight being added in the process of this tenant improvement to the original design assumptions. June 19,2009 PAGE 1 LANDINGS AT MCCLELLAN-PALOMAR AIRPORT KPFF JOB #109076 DESIGN CRITERIA AND LOADS CODES AND REFERENCES '2007 California Building Code AISC Thirteenth Edition (2007) AWS D1.1, 01.4- Welding Requirements COMPUTER SOFTWARE RAMSbeam June 19, 2009 PAGE 2 LANDINGS AT MCCLELLAN-PALOMAR AIRPORT KPFF JOB #109076 DESIGN CRITERIA AND LOADS MATERIALS: SPECIFICATIONS AND: STRENGTHS Concrete - Fill on Metal Decks Structural Slab on Grade Foundations Cast-in-Place Walls, Beams Non-structural concrete Pads and Curbs Reinforcing Steel Unless noted otherwise Welded Rebar, Threaded Rebar Smooth Welded Wire Fabric Deformed Welded Wire Fabric Deformed Bar Anchors Structural Steel Wide Flange Sections Structural HSS Tubes & Pipes Angles and Channels Plates Base Plates Connection Mat'l, Embedded Plates Bolts Anchor Rods Anchor Bolts in Concrete or Masonry Welding Electrodes Headed Shear Studs Miscellaneous Steel f'c = 3000 psi (Lt.-Wt. concrete 1 1 5pcf) f'c = 3000 psi f'c = 3000 psi f'c = 4000 psi f'c = 3000 psi f'c = 3000 psi ASTM - A615, Grade 60 ASTM - A706, Grade 60 ASTM - A185 ASTM - A497 ASTM - A496 ASTM - A992, Grade 50 ASTM - A500 - Grade B ASTM - A36 ASTM - A36, or ASTM - A572, Grade 50 ASTM - A36 ASTM - A36 ASTM - A325, or ASTM - A490, made in U.S.A. ASTM - Fl 554 Grade 36 ASTM - Fl 554 Grade 36 ASTM - E70xx (1J.N.O.) ASTM - A108 ASTM - A36 June 19, 2009 PAGE 3 I Coiisultiiig Enginaeis 3131 Camino Del Rio North, Suite 1080 Safi Diego, CA 92108 (619) 521-8500 Fax (619) 521-8591 sheet no. by date 5 job no. --1c10 W /.. V\/( / ( çl. 3 / /) i.• < >€i.• ,'-41çf /ic/ Consulting Engineers project by sheet no. 3131 Camino Del Rio North, Suite 1080 location date San Diego, CA 92108 client Job no. (619) 521-8500 Fax (619) 521-8591 p5_f c CO/1OI/ ,1, E.P -• - L0(I 1 e. .2 ?c (-i DIc 61 D/ O5 &z LEA. 2/ e. -7 w/ () SJs P/ct RAMSBEAN V2.0 - Gravity Beam Design Licensed to: KPFF - San Diego Job: Landings at Palomar Steel Code: LRFD SPAN INFORMATION: Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 38.50 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 115.00 115.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type ASC 2W ASC 2W Distance to Adjacent (ft) Beam: 7.50 Beam: 7.50 beff (in) = 90.00 Y bar(in) = 16.43 Mnf (kip-ft) = 524.78 Mn (kip-ft) = 420.06 C (kips) = 167.98 e (in) = 12.98 left (in**4) = 1054.93 Itr (jfl**4) = 1464.14 Stud length (in) = 3.50 Stud diameter (in) = 0.75 Stud Capacity (kips) On = 17.7 * of studs: Full = 59 Partial = 15 Actual = 19 Number of Stud Rows = 1, Percent of Full Composite Action = 32.62 LOADS: Self Weight = 0.035 k/ft Line Loads (k/ft): Disti Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0.00 38.50 0.431 0.431 0.300 0.300 0.150 0.150 SHEAR (Ultimate): Max Vu 1.2DL+1.6LL (kips) = 15.39 0.90Vn = 143.37 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi *Mn kip-ft ft ft kip-ft Center Pre DL 1.4DL 86.9 19.3 ---- --- 0.90 249.38 Center Max + 1.2DL+1.6LL 148.1 19.3 --- --- 0.85 357.05 Controlling 1.2DL-i-1.6LL 148.1 19.3 --- --- 0.85 357.05 REACTIONS (Unfactored) (kips): Left Right Initial reaction 6.45 6.45 DL reaction 8.97 8.97 Max + LL reaction 2.89 2.89 Max + total reaction 11.86 11.86 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 19.25 ft = -1.120 L/D = 413 Live load (in) at 19.25 ft = -0.242 L/D = 1906 Post Comp load (in) at 19.25 ft = -0.454 LID = 1017 Total load (in) at 19.25 ft = -1.574 LID = 294 RANSBEAM V2.0 - Gravity Beam Design Licensed to: KPFF - San Diego Job: Landings at Palomar Steel Code: LRFD SPAN INFORMATION: Hi Beam Size (User Selected) = Wl8X35 Fy = 50.0 ksi Total Beam Length (ft) = 38.50 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 115.00 115.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type ASC 2W ASC 2W Distance to Adjacent (ft) Beam: 7.50 Beam: 7.50 beff (in) = 90.00 Y bar(in) = 16.43 Mnf (kip-ft) = 524.78 Mn (kip-ft) = 420.06 C (kips) = 167.98 e (in) = 12.98 leff (in**4) = 1054.93 Itr (in**4) = 1464.14 Stud length (in) = 3.5 ,0 Stud diameter (in) = 0.75 Stud Capacity (kips) Qn = 17.7 * of studs: Full = 59 Partial = 15 Actual = 19 Number of Stud Rows = 1, Percent of Full Composite Action = 32.62 LOADS: Self Weight = 0.035 k/ft Line Loads (k/ft): Disti Dist2 DL1 DL2 Pre DL1 Pre DL2 LLl LL2 0.00 38.50 0.431 0.431 0.300 0.300 0.150 0.150 SHEAR (Ultimate): Max Vu 1.2DL+1.6LL (kips) = 15.39 0.90Vn = 143.37 MOMENTS: Span Cond LoadCase Mu Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Pre DL 1.4DL 86.9 19.3 --- --- 0.90 249.38 Center Max + 1.2DL-i-1.GLL 148.1 19.3 --- --- 0.85 357.05 Controlling 1.2DL+1.6LL 148.1 19.3 --- --- 0.85 357.05 REACTIONS (Unfactored) (kips): Left Right Initial reaction 6.45 6.45 DL reaction 8.97 8.97 Max + LL reaction 2.89 2.89 Max + total reaction 11.86 11.86 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 19.25 ft = -1.120 L/D = 413 Live load (in) at 19.25 ft = -0.242 L/D = 1906 Post Comp load (in) at 19.25 ft = -0.454 L/D = 1017 Total load (in) at 19.25 ft = -1.574 L/D = 294 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: KPFF San Diego Job: Landings at Palomar Steel Code: LRFD SPAN INFORMATION: Gi Beam Size (User Selected) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 11500 115.00 f'c (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type ASC 2W ASC 2W Distance to Adjacent (ft) Beam: 38.50 Beam: 19.25 beff (in) = 90.00 Y bar(in) = 18.08 Mnf (kip-ft) = 714.57 Mn (kip-ft) = 553.27 C (kips) = 150.30 e (in) = 14.50 leff (jfl**4) = 1548.11 Itr (in**4) = 2220.64 Stud length (in) = 3.50 Stud diameter (in) 0.75 Stud Capacity (kips) Qn = 17.7 of studs: Full = 65 Partial = 17 Actual = 17 Number of Stud Rows = 1, Percent of Full Composite Action = 26.20 LOADS: Self Weight = 0.044 k/ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 11.30 7.90 4.00 Yes Yes 15.00 11.30 7.90 4.00 Yes Yes 22.50 11.30 7.90 4.00 Yes Yes SHEAR (Ultimate) Max Vu 1.2DL+1.6LL (kips) = 30.74 0.90Vn = 195.24 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Pre DL 1.4DL 172.9 15.0 --- --- 0.90 357.75 Center Max + 1.2DL+1.6LL 305.4 15.0 --- --- 0.85 470.28 Controlling 1.2DL-i-1.6LL 305.4 15.0 --- 0.85 470.28 REACTIONS (Unfactored) (kips): Left Right Initial reaction 12.51 12.51 DL, reaction 17.61 17.61 Max + LL reaction 6.00 6.00 Max + total reaction 23.61 23.61 DEFLECTIONS: (Camber = 1/2) Initial load (in) at 15.00 ft = -0.779 L/D = 462 Live load (in) at 15.00 ft = -0.206 L/D = 1750 Post Comp load (in) at 15.00 ft = -0.381 LID = 946 Total load.(in) at 15.00 ft = -1.159 L/D = 310 RArISBEAM V2.0 - Gravity Beam Design Licensed to: KPFF - San Diego Job: Landings at Palomar Steel Code: LRFD SPAN INFORMATION: G2 Beam Size (User Selected) = W21X57 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 115.00 115.00 f'c (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type ASC 2W ASC 2W Distance to Adjacent (ft) Edge: 1.00 Beam: 38.50 beff (in) 57.00 Y bar(in) = 15.99 Mnf (kip-ft) = 815.97 Mn (kip-ft) = 774.20 C (kips) = 265.24 e (in) = 14.12 leff (in**4) = 2248.00 Itr (in**4) = 2431.76 Stud length (in) = 3.50 Stud diameter (in) = 0.75 Stud Capacity (kips) On = 17.7 4 of studs: Full = 42 Partial = 11 Actual = 30 Number of Stud Rows = 1, Percent of Full Composite Action = 72.99 LOADS: Self Weight = 0.057 k/ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 8.30 5.80 2.90 Yes Yes 15.00 8.30 5.80 2.90 Yes Yes 22.50 8.30 5.80 2.90 Yes Yes SHEAR (Ultimate): Max Vu1.2DL+1.6LL (kips) 22.92 0.90Vn = 230.29 MOMENTS: Span Cond LoadCase Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Pre DL 1.4DL 130.8 15.0 --- --- 0.90 483.75 Center Max + 1.2DL+1.6LL 226.7 15.0 --- --- 0.85 658.07 Controlling 1.2DL+1.6LL 226.7 15.0 --- --- 0.85 658.07 REACTIONS (Unfactored) (kips): Left Right Initial reaction 9.55 9.55 DL reaction 13.30 13.30 Max + LL reaction 4.35 4.35 Max + total reaction 17.65 17.65 DEFLECTIONS: Initial load (in) at 15.00 ft = -0.425 L/D = 847 Live load (in) at 15.00 ft = -0.103 L/D = 3506 Post Comp load (in) at 15.00 ft = -0.191 L/D = 1883 Total load (in) at 15.00 ft = -0.616 L/D = 584 10 no. lob no. MOM Consulting Engineers prolect 3131 Cam/no Del Rio North, Suite 1080 location San Diego, CA 92108 client (619) 521-8500 Fax (619) 521-8591 I L 2l3i ; 6 /-5d7 sheet no. consulting E,igineeis project location 3131 Camino Del Rio North, Suite 10801 San Diego, CA 92108 I client (619) 521-8500 Fax (619) 521-8591 Iv L /'A/ --- ------ r 1 ii I 26 3 vi /'4 /1 t(w./.c)(c 1 i) ,z /4./7 'i ,7 c A1. e 62 kj.,L .:' k b1se' 43' A//--/.i •-/ C/ed A5 - -i: ? A51: 2, i2 2. 4 .1—ti job no. Lf Model ND Exhaust Only Hood CaptiveAire's ETL Usted ND exhaust only hood efficiently meets the challenges of most cooking applications. ( I' ETL Listed and ETL Sanitation Listed Product Superior Exhaust Flow Rates Exceptional Capture and Containment of Cooking Vapors Wall or Back-to-Back Island Configurations Front Design Directs Air into Filters Stainless Steel Construction Double Wall, Insulated Front Heavy Duty Grease Baffle Filters Grease Drain System Pm-punched Hanging Angles Factory Pre-wired Lighting Face Mounted Controls Optional Utility Cabinet Fire Suppression System Electrical Controls Front Perforated Supply Plenum Rear Make-Up Air Plenum Integral Clearance to Combustibles System UL Listed Exhaust Fire Damper Enclosure Panels to Ceiling End Panels Type 304 Stainless Steel Construction - Exposed Surfaces Only - 100% Construction o Fillets - High Velocity Cartridge Filters - Stainless Steel Baffle Type Filters Lighting - Recessed Incandescent - Recessed Fluorescent Roof lop Package Separate Exhaust and/or Make-Up Air Fans Heated Make-lip Air Units - Direct Gas Fired Heated Make-Up Air Fans - Indirect Gas Fired Heated Make-Up Air Units - Electric Heated Make-Up Air Units c 450°F - 0vc0s. &cortws. Kewat. Operi-8umerRnnge8, G,ide,. F,ye, 800°F- Gas C-harbrolka 8Gctñc ChaqtrvIet 700°F- Mesquite GtIia, 6a ,coal Cheb,oMes. Gas Conveyor ChOrb,'jite, &,gIe Wail Hcc,0 2 WaN Honda Bath-(o-&5ck in on Islond coi)IiQura lion &ngle Well flood 2 WOffHuoda aacic-to-Bac* in an Island ConUgurllon Sin Ia Wolf Hood 2 Wag Hooda Back-b-Back in at Island COJ?flqu(ilUoi) 150 Exhavet- Based on 300 1500 FPM 200 400 250 500 Offering A Fully Integrated Package, Pm-Engineered For Optimum Performance IrKncccM U51ft 100w. Veotpnx1 IncthoncerI IJt,c.t 1(30w 3po7p Hlg1ngAngrc R;ee, lrkni,,,,(thnL LiOlit /EI 1UOwod UL 1-1 ULnn(3f,ed 51o$ Ccxx Dfl J Sloped CJeAce fl(,,In WithRctnovb1cCup WithRemvnbhCUP A 33'nits 48 rim 78' TYP un.19. 20091 8:37AM'Orness Design Group.. '-'No2445P. 2/2 1 i Desctlptlor, The model ND is a Typo I. wall mounted or doubts island, exhaust canopy used for oolleion and removal of grease-laden vapors and smoke over all types of restaurant equipment Application The hood shall provide flexibility in designing kitchen ventilation equipment and shall be tested and listed for use over 450°F light/medium duty cooking surfaces; 600°F heavy duty cooking sur- faces; and up to 700°F extra heavy duty cooking surfaces. Construction The hood shall be constructed of type 430 stainless steel with #3 or #4 polish where exposed. All seams shall be welded or in conformance with UL 710 standards. Unexposed surfaces shall be constructed of aluminized steel. Individual component construction shall be determined by manufacturer and ETL. Construction shall be dependent on the structural application to minimize dis- tortion and other defects. All seams, joints and penetrations of the hood whore grease-laden vapors and exhaust gases are present must be liquid-light, continuous external weld in accordance with NFPA96. ND Specifications The hood shall be constructed to include: A double wall insulated front to eliminate condensation and increase rigidity. The insulation shall have a flexural modulus of 475 El, meet UL 181 requirements and be in accordance with NFPA 90A and 90B. An integral front baffle to direct grease laden vapors toward the exhaust filter bank. An integral grease drain system on the hood back with a minimum 1/8' per foot slope, to include an exposed removable 1/2 pint grease cup to facilitate cleaning. A built-in wiring chase for electrical controls on the front face of the hood designed to avoid penetration of the cap- ture area and eliminate the need for an external chaseway. UL Incandescent light fixtures and globes, allowing up to a 100 watt standard light bulb, installed and pre-wired to ajurtion box and installed with a maximum of 3-6" spacing on center Exhaust duct collar 4" high with 1" flange. A minimum of four connections for hanger rods. Connectors shall have 9/16 holes pre-punched in 11/2' x 1 1/2" angle iron at the factory to allow for hanger rod connection by others, UL Classified aluminum baffle filters, with size and quantity determined by the hoods dimensional parameters, but extending the full length of the hood with filler panels not to exceed 6' Certifications The hood shall be ETh Listed, comply with UL 710 Standards and shall be built in accordance with NFPAOB. Hood shall be tested for compli- ance with the ETI Sanitation Marl. Documentation Manufacturer shall furnish complete computer generated sub. rnittal drawings including hood section view(s), plan view(s), duct sizing, and CFM and static pressure requirements, Static pressure, air velocity and air volume requirements indicated on drawings shall be precise and accurate and hood shall preform to said specifications, Drawings shall be available to the engineer, architect and owner for their use in construction, operation and maintenance. —I I V CM -=- 112 Wheaton Di. Youngsville. NC • 27596 p919.554.2410 p 800.334.9256 f919-5"1227 w captiveaire.cum cxx CkVN"O Syew, Uric. M nIith uri-ervft Cpthe FWC IwrieUwn the nrtto modjip the denn, ,nOthtwi. xWor epeancaho,,. ,,ca rhe4t of cod peui'wewib. r." c,lbwcamc,ji rcnuloro, (3o,,rthc CompenYc onoolog rxcth odd dcvdape,wt Pmrthd In (Oh LrJA. NowcniCw zox r 649 L5t 3M Hammond Power sp- Solutions Inc. CIS3311 :-..uuuuui ' GUELPH. ONT. BAR&900.WI COTOP&ONTERREY. MX THREE PHASE DRY TYPE TRANSFORMER TRANSFORMATEUR SEC TRIPHAS BIL Ib. do We _______________ Port No.U&j TtRM. lb. d. .t 11MKO15KB1 WAj 15 I rrPEI •K eitisJ ANN I Temp. IieI £chulffip-1 150 cJ Temp. do TMPF no ci Frequencyl 60 HzI r,unceI 39 ¶ • 110 cl EncL. NEMA-3R rypo d. BIL LBSI Wf 240 XO 7 TERM. WlndlngF I EjnouteirT*nf I ERA 14016 X2 IEROL2-6O IL l- I %H2 W611 9M4L A 141N4W OF 6 UB — oaz &aua HI X0 X3 H Hi H2 H3 VOLTS CURRENT COURM4T % mc23$4• )IC$IOI4 480 456 4.32 18O 19.0 20.0 100 95 90 2 3 208Y/ 1-20V I — I Xl X2 X3 VERIFiED VEARE pJ1lJ)JM4I4iIIjI2 L O1 Hammond Power TITLE- 3PH DISTRIBUTION TRANSFORMER NAMEPLATE INF0RMA11ON -4 Il Solutions Inc. PND. ___ flBY 9 DA1E M.17a28 RThAXER DA1E J NTS 1 1. jo 1,'?,, 73 0 CL8 L9 898 b9 27q3 H oulpew oiped d:0 60 0 Gea MJVI 30S ao-z 9991. igL Dec 02 09 02:23p pedro medina 858 571 2873 P.5 U (.41 HO3U AO f 3LY OI - LWWOD 3.IVO 2 i I ••3UI sUOflfllOS 1I4 i± . o'c'o a I iOMOd Pu0WWe1-i Ln 83W!OJSMVaL NOLLnSIHISIC I4d •31itL - :3jN 3YOJSflO I0OQLflO - A--4uo is isw : IQ3 3NnSGION3 cuj Ui ruOlruQuJICl liv .1flO)I3ON)4 VV3N ONY 531011 ONLLNflOY4 PIOJ.LO8 S1VNIJ3J. 01 SS33V IQJ Ifl0NIH St 13NVd YtOUOB o.z x o' VICI T° ?c j OLD A %-Pt -r UrPT('JG- cH-P?r 2-i Fu- __ ___ J• _ PA-rio' j x )< )c 7A 6 fo%dLEJ 1> Y. g CD w ~J X)c . 1!oO1 SETa (NSID€ 34-56T 2_g 556 AT OQ-riz,e AT1ZJ WAS) 51b O- &€ S LLOL1 Ot IS1 FLQ David Hauser From:. Bill Slattery [Bill@bslattery.net] Sent: Wednesday, August 12, 2009 5:47 PM To: David Hauser Attachments: 2009_08_12_17_26_57.pdf HI DAVID, I WAS ABLE TO GET A HOLD OF ONE OF THE OLD OWNERS OF THE OLD RESTAURANT TO CONFIRM A SEATING CHART WHICH HE AND I DREW UP'TOGATHER AND IT IS HERE ATTACHED. I ALSO SPOKE WITH HIM ABOUT THE NUMBER OF PEOPLE/BUSINESSES FROM AROUND THE IMMEDIATE AIRPORT AREA VERSUSES OUTSIDE OF THE AIRPORT AREA AND HE SAID THEY DID ACTUALLY KEEP TRACK AND IT WAS 78% IMMEDIATE AREA VERSUSES 22% OUTSIDE. I AM HAVING HIM WRITE ME A LETTER TO VERIFY THIS FACT. MEANWHILE I HAVE MY OTHER FOUR LOCATIONS DOING A DAILEY TALLY THAT I WILL GET TO YOU BY THE FIRST OF THE WEEK. IF YOU HAVE ANY QUESTIONS PLEASE FEEL FREE IN GIVING ME .A CALL. THANKS BILL SLATTERY 760-431-8350 EXT 102 I I 1 PALOMAR AIRPORT CENTER August 12, 21,009 To Whom It Max' Concern. .1 was the manager that operated the old Resaurant known as The Palomar Runway Cafe at the McClellan Palomar .irport prior to the builcing being demolished to make room for the PRE- :nER JET facility. During our many years of operation (198Through 2003) we tracked our cus- ;omer base for the pirposes of marketingand advertising. We found that 75% of our customers were either from loc.1 businesses situated around the airport, commercial airline passengers or other transient aircnxft traffic. We were surprised to find out that only 25% of our customer base was from the airport community at large. If you should have any questions regarding these statis- cs please feel free in giving me a call. Sincerely. 0 / uc .elson Carrick, Manager 0 Palomar Airport Center 4i 2100 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 9201 I Telephone 760930.0123 Facsmilie 760.93Q.0 124 Email ihfo@premierjet.com LANDCASTER AIRPORT DATE AUGUST 11, 2009 CUSTOMERS FROM AIRPQRI&ELY-IN'S 7q CUSTOMERS FROM OUTSIDE AIRPORT -z( LANDCASTER AIRPORT DATE AUGUST 13, 2009 F / CUSTOMERS FROM AIRPORT & FLY -IN'S 2- ,- CUSTOMERS FROM OUTSIDE AIRPORT I) LANDCASTER AIRPORT DATE AUGUST 12, 2009 CUSTOMERS FROM AIRPORT & FLY-EN'S 3 CUSTOMERS FROM OUTSIDE AIRPORT (-_ LANDCASTER AIRPORT DATE AUGUST 14, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S ro 1'ti1)j CUSTOMERS FROM OUTSIDE AIRPORT 2? LANDCASTER AIRPORT LANDCASTER AIRPORT DATE AUGUST 15, 2009 DATE AUGUST 16, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S CUSTOMERS FROM AIRPORT & FLY-INS L/ ((33 2-, £1,3 - CUSTOMERS FROM OUTSIDE AIRPORT CUSTOMERS FROM OUTSIDE AIRPORT L(9 (f,1,f,2 f,~1/,3 LANDCASTER AIRPORT DATE AUGUST 17, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S, 9 &( , /, )-, 1,(1,C11L,,3,(f,, 72_7, CUSTOMERS FROM OUTSIDE AIRPORT c2 (c?b LANDCASTER AIRPORT DATE AUGUST 18, 2009 CUSTOMERS FROM AIRPORT & F V-IN'S 00 1 —2-I - (1j,I_/ CUSIOMERS FROM OUTSIDE AIRPORT -zI MOJAVE AIRPORT DATE AUGUST 11, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'S t13,¼,1 y CUSTOMERS FROM OUTSIDE AIRPORT ( MOJAVE AIRPORT DATE AUGUST 12, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S CUSTOMERS FROM OUTSIDE AIRPORT MOJAVE AIRPORT DATE AUGUST 13, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'S -Y CUSTOMERS FRO FROM OUTSIDE AIRPORT MOJAVE AIRPORT DATE AUGUST 14, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S ' CUSTOMERS FROM OUTSIDE AIRPORT MOJAVE AIRPORT DATE AUGUST 15, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'S CUSTOMERS FROM OUTSIDE AIRPORT 0 MOJAVE AIRPORT DATE AUGUST 16, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S CUSTOMERS FROM OUTSIDE AIRPORT MOJAVE AIRPORT DATE AUGUST 17, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'S CUSTOMERS FROM OUTSIDE AIRPORT g7t:) 3?1_, MOJAVE AIRPORT DATE AUGUST 18, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S çg 3, 3, )Y CUSTOMERS FROM OUTSIDE AIRPORT CALIFORNIA CITY AIRPORT CALIFORNIA CITY AIRPORT DATE AUGUST 11, 2009 DATE AUGUST 12, 2009 I CUSTOMERS FROM AIRPORT & FLY -I N'S CUSTOMERS FROM AIRPORT & FLY-IN'S x 2- 2O CUSTOMERS FROM OUTSIDE AIRPORT CUSTOMERS FROM OUTSIDE AIRPORT 2-, 2.-i I , .z-,-i_ (0 CALIFORNIA CITY AIRPORT CALIFORNIA CITY AIRPORT DATE AUGUST 13, 2009 DATE AUGUST 14, 2009 CUSTOMERS FROM AIRPORT & FLYIN'S CUSTOMERS FROM AIRPORT & FLY-IN'S c' CUSTOMERS FROM OUTSIDE AIRPORT CUSTOMERS FROM OUTSIDE AIRPORT F / I.) I CALIFORNIA CITY AIRPORT CALIFORNIA CITY AIRPORT DATE AUGUST 15, 2009 DATE AUGUST 16, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'S CUSTOMERS FROM AIRPORT & FLY-IN'S (. /).. 2-1 /'Z 'V CUSTOMERS FROM OUTSIDE AIRPORT 2,7-,1-,7- CALIFORNIA CITY AIRPORT DATE AUGUST 17, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S 17 CUSTOMERS FROM OUTSIDE AIRPORT to CUSTOMERS FROM OUTSIDE AIRPORT CALIFORNIA CITY AIRPORT DATE AUGUST 18, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S 17 CUSTOMERS FROM OUTSIDE AIRPORT (71 HENDERSON AIRPORT DATE AUGUST 11, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'S '. CUSTOMERS FROM OUTSIDE AIRPORT / HENDERSON AIRPORT DATE AUGUST 13, 2009 HENDERSON AIRPORT DATE AUGUST 12, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S q ct, c,t y r 'I, 6 s ç 113 Lf, 5 CUSTOMERS FROM OUTSIDE AIRPORT 37 (. .t.,t_. HENDERSON AIRPORT DATE AUGUST 14, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S CUSTOMERS FROM AIRPORT & FLY-IN'S Q7 ql i-, .1I., '13,3,Lf " •f,3f,Z-,3,3 ,4f1tfLf , CUSTOMERS FROM OUTSIDE AIRPORT CUSTOMERS FROM OUTSIDE AIRPORT HENDERSON AIRPORT DATE AUGUST 15, 2009 CUSTOMERS FROM AIRPORT & FLY -IN'c / I I '1 c7',q,3,,,q w -,-- ' ' HENDERSON AIRPORT DATE AUGUST 16, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S 36 6,'f,y,t1sy? CUSTOMERS FROM OUTSIDE AIRPORT /3 t1Z,,2-,L-,f12-- CUSTOMERS FROM OUTSIDE AIRPORT Z HENDERSON AIRPORT DATE AUGUST 17, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S 7- CUSTOMERS FROM OUTSIDE AIRPORT 3 i,'-,",'t, 2,1- HENDERSON AIRPORT DATE AUGUST 18, 2009 CUSTOMERS FROM AIRPORT & FLY-IN'S gi i t,1t,I3,14 I CUSTOMERS FROM OUTSIDE AIRPORT (7 2.,l_,L/,-I1 t,2- Jun.24. 2009 12:30P Orness Design Group No.2532 P. 1 Original Plan Cheek #20907 approved 10/6/08 SUBMITTED FOR MINOR REVISION . (Imutt of rn jt DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION FOOD FACILITY PLAN CHECK APFLTCATION yy-cQcn.o .Fog.ocwcon1y) PLAN C[ll3cK.ff:.. . - 7 C1 7 DEC, MAIN OFFICE SAN GO NORTHOT1N —i 1255 IMPERIAL 3,1 Floor 151 E.CARMEL ST _• . ( SAN DIE(iO, CA 92101 SAN MARCOS.. CA 92078 PART I VACILITYBUSINESS - 1 r4EW(rI []REMODEL L)CONVERSION LIMOBILE []CONSULTATION DREVISION OThL_____ Facility Name Landings Assessor's Parcel No. 760-221-35-00 Facility Addrcss 2198 Palomar .Airport Road TIO J -- City Carlsbad Zip_°'l BUSINESS OWNER: Name Bill Slattery - Company Carlsbad Landin8,Inc. Mailing Address 2565 ..gwood Roed City. Carlsbad State CA Zip 92009 Phone( 760 ) 9311100 Fax ) E-mail Dr- ESIGNERJCONTRACTOR: Name Company Orneae Design Group Mailing Address 5955 Mira Mesa Blvd. Suite 'H' City San Diego State CA Zip 9212 L-'-Mail Address State Contractor's License if applicable______________ Contact Person Paul DiFebbo S _ContactPhone( 858) 457-5955 Contact Fax( 858) 4575950 Contact &-Mail Address paul@ornessdesigngroup.com -. ItJnpackaged Food Prep _0100% Prepackaged Only _flLixnited (MPFISFS) . Processing _ [JWhotesale J. .: . ..• PernTiditnt R:llhiSi:,.. . . ..... . Total Squarc Feet of Facility: 2,46S 1 Projected Date for Completion: ..Sept. 2009 Total #Staff. _ Max, Number of Food Employees per Shift: 1-l0C] 11-25026-1000100+ _Scaling:[10 Ell -2o2i-50D51.looE1101-4- Anticipated Max # Meals tobe Served: _ Breakfast °Luiich 60 Dinner _Customer Utensils- []Singlc Service Multi-scrvicc Is there outdoor dining, outdoor bar, barbecue, wood oven etc. associated with the food facility? DYes 9No If yes, explain: Is this facility within a Food Court DYes No-Tf so is the facility enclosed flYcs DNo Explain - Are sneeze guards required? DYes No-Tf yes plans must indicate details of the sneeze guard and location. - Grease Trap/Interceptor required: Yes ElNo; If yes indicate location PrnnIAvrIeetrnrirn 2. Thihlic Aess7l1Ye [iNn 1 Will alcohol be served and consumed on site? DYes INo I Jn.24. 2009 12:31PM Orness Design Group No-2532 P. 2 County of San Diego DEPARTMENT OF ENVIRONMENTAL HEALTH 6ARYERBEI( FOOD AND HOUSING DIVISION JACK MILLER DIRECTOR PLAN CHECK AND CONSTRUCTION ASSISTANT DIRECTOR P.O BOX 129261, SAN DIEGO, CA 92112-9261 (619) 8.2364 FAX (618) 237-8641 www.Edcc.j PLAN APPROVAL SHEET DBA: The Landings June 24, 2009 SITE; 2198 Palomar Airport Rd Carlsbad 92009 PC #: 20907 BoSSINESS OWNER: Bill Slattery Plans are approved contingent upon the following: 1) Department of Environmental I lealth (DEl-I) stamped plans shall be maintained at the jobsite and available for review at the time of the inspection. 2) Changes to equipment layout, menu, or application must be submitted for approval.. Changes made without approval will make the plan approval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvals. 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 601/o-80% of construction, call (619) 338-2364 to schedule a preliminary inspection. In lieu of a plumbing inspection by DEl I: Floor sinks shall be installed '/z exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot to gravity, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap. Drain lines shall not intercept walkways or door ways. c. No condensate drainage of any kind, including 1-IVAC can drain to the mop sink. d The entire floor surface must be sloped to the floor drains approximately 1/8 inch per foot or a four feet diameter depression that slopes 1:50 (approximately 1/4 inch per foot). Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall he mounted or enclosed in a chase so as to facilitate cleaning. Backflow devices shall be initially tested upon installation by a certified tester. 6) The operational Health Permit may be applied for after the preliminary inspection.. New business owners are encouraged to be present at the time of the final inspection. 7) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 8) At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38°F or below and shall be equipped with a thermometer accurate to +1- 2°F in the warmest section of the unit.. All equipment is to be in place and functional. 9) An air balance test shall be furnished at the time of the final inspection (for facilities with mechanical exhaust systems). 10) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. Plans reviewed by C. Penn (619) 338-2364 CALL (619) 338.2364 AT LEAST 5 WORKING DAYS IN ADVANCE TO SCHEDULE PRELIMENARY AND FINAL INSPECTIONS. A FINAL INSPECTION SHALL BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. cc: File District Inspector "Prevention Comes First 11 J1/-Ljcs :f CB082093 2198 PALOMARAIRPORTRD 101 M4c4ft 1'(2Cf 6 (L C 6130 (o I 6pkJ c J OJ4 -ii1o9 QAbIL Approved Date — Budding Planning (r Engineering . /c o Fire lth / F.O.G. HazMaAir Quality i Comments Date Building Planning Engineering Fire — U -- I _________U Jne __• WA Fees Complete Application & Related Does 7) o -Cat -0-- — 7f'-2I OFED /f f uiC#J7 - -s - ewpjev ro Eii-/ CJT' ( (S5'' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-09-2009 Plan Check Revision Permit No:PCRO913O Building Inspection Request Line (760) 602-2725 Job Address: 2198 PALOMAR AIRPORT RD CBAD St: 101 Permit Type: PCR - Status: ISSUED Parcel No: 7602211800 Lot #: 0 ' AppIied .10/01/2009 Valuation: $0.00 Construction Type: NEW Entered By: LSM Reference #: CB082093 . ,'• Plan Approved: 10/09/2009 PC #: Issued: 10/09/2009 Project Title: LANDINGS REST- REVISIONS TO. Inspect Area: ARCH, PLUMBING, ELECT . - ,.. • - Applicant: 'Owner:...... . BILL SLATTERY AVIS RENT A CARSYSTEM INC 2565 DOGWOOD RD .. ,. CARLSBAD 92009 . L ,~IRSIPPANY NJ 07054. 7604318979, LfLJJ/7 Plan Check Revision Fee $2.00 Additional Fees / 00 / / / Total Fees: $162.00 L. Total Payments To Date: $162.00 Balance Due:\ \ $0.00 / 0 © INCORPORATED 1952 FINAL APPROVAL Inspector: Date: ______________ . Clearance: NOTICE: Please take NOTICE that approval of your project includes the'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any 4~0 CITY OF CARLSD/-%D'13 PLAN CHECK REVISION Development Services 'APPLICATION 1635 Department 1635 Faraday Avenue B-I 5 ' 760-602-2719 www.carlsbadca.gov Plan Check Revision No. IOriginal Plan Check No. cO3 Project Address 2_19K AL-o,v't4__2J'or C\O I Date UD ______________ Contact'(('— t-1T7t*7 Fax 76Q'31 Email ),tt ContactAddressc-' DUtE City_Cr12.tID Zip _91o09' General Scope of Work REST1\ J4't'3"1 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans Calculations Soils EJ Energy fl Other____________________________ 2 ' Describe revisions in detail I ' 3 List page(s) where each revision is shown 4. List revised sheets that replace existing sheets - £_Em IL_FTYiZ\ 5 Does this revision, in any way, alter the exterior of the project? Yes 'No 6 Does this revision *add ANY new floor area(s)? E Yes No 7 Does this revision affect any fire related issues? 0 Yes 8 Is this a complete set? fl Yes No cpl~-Q&-&5' ONL-Ll gei~ DkM 01JR&I(SED Co PWD C rN •r OCPJ Signature 1635 Faraday Avenue, CarIsbadCA 92008 Phone: 760-602-2717/ 27 18/ 2719 Fax:760-602-8558 www.carlsbacica.gov' EsGil Corporation In Partnership with Government for (Bui(41ng Safety DATE: 10/08/2009 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-2093.REV SET: I PROJECT ADDRESS: 2.198 Palomar Airport Road U CANT JURIS U PLAN REVIEWER U FILE PROJECT NAME: Landings REV of TI S The plans transmitted herewith have been corrected where necessary and substantially comply, with the jurisdiction's building codes. LII The Olans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. II The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is"ènclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. El Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Telephone #: Date contacted: (by: ) Fax #:. Mail Telephone Fax In Person REMARKS: By: Aaron Goodman Enclosures: Esgil Corporation S El GA El MB [1 EJ El PC 10/05/2009 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 08-2093.REV 10/08/2009 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-2093.REV PREPARED BY: Aaron Goodman DATE: 10/O8/2009 BUILDING ADDRESS: 2198 Palomar Airport Road BUILDING I OCCUPANCY: A-3 TYPE OF CONSTRUCTION: Ill-B Sprinklered BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) REV Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Cod4 Icb IBY Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance H Type of Review': E Complete Review Repetitive Fee El Other Repeats Hourly EsGil Fee * Based on hourly rate Comments: Revision to TI I $161.251 El Structural Only 1.5 Hrs.@* __ $86.00 I $129.00I macvaluedoc i 11 Bill Slattery From: Jamie Prevost [jamie@prevostconstruction.com] Sent: Monday, September 28, 2009 5:03 PM To: Bill Slattery Subject: plan change summary Bill, You should be received plans as we discussed tomorrow morning, 3 sets on there way. They are revised Architectural with MEP plans only. All other sheets are basically unaffected with changes that an inspector is going to care about. Here is the overview: Architectural changes are all clouded and pretty straight forward straightened the wall between retail/kitchen relocated the ADA service counter furr out glass wall behind bar reflected ceiling plan modified soffits, added recessed soffitt area behind bar ceiling framing and light cove details on sheet A6.0 Plumbing changes: water heater, re-circ pump and gas line location of grease trap, and manufacturer of specified unit. The one that was on the permit set was no longer made. It was inspected and approved already hose bibs Added floor drains and trap primers revised associated equipment schedules and isometric diagrams on sheets P4,P5,P6, and P7 to match accordingly Electrical changes: modified to match plumbing equipment changes not much else here other than changing the lighting layout with switching. These plans aren't clouded and didn't change too much You know as well as I do all of the mechanical changes, so I would expect you can explain these OK? Let me know if you need anything else. Best regards, Jcunk euo4t President office: 858-720-8559 x.202 DID: 858-764-6770 Cell: 858-967-6477 www.prevostcon.structio:n.com 400 S. Sierra Ave. #201 Solana Beach, CA 92075 fax: 858-720-8563 / 1 PdRO913 2198 PALOMAR AIRPORT RD 101 0)i joo . 0.4'T t 6S AôIfl rrEø ,J €..Q..D TO ,uPSfteEX opç.ro.ied )/ c6o&Oq3 (Ok(o- tT-i7 - T~>&(AEO Approved pate I Building Planning -_-----------.- - Engineering Fire HazMat APCD Health Forms/Fees Sent Recd Due? CFD V N Fire y FOG y HazMaVAPCD Health y PFF V N PE&M v School - y Sewer Y Storniwater V Ni Comments Date Date Date Building Planning Engineering Fire Need? - Application Complete? Fees Complete? Y N V N BY. ' .- - ,,• '....-- y City of Carlsbad 1635 Faraday Av. Carlsbad, CA 92008 11-30-2009 Plan Check Revision Permit No:PCR09146 Building lnpectionRqueétLihe (760) 602-2725 Job Address: 2198 PALOMAR AIRPORT RD CBAD St: 101 Permit Type: PCR . " .'- .. Status: ISSUED Parcel No: 7602211800 Lot #: 0 r - Applied: 10/28/2009 Valuation: $0.00 Construction Type: NEW ) Entered By: LSM Reference #: CB082093 - Plan Approved: 11/30/2009 PC #: . Issued: 11/30/2009 Project Title: THE LANDINGS- REVISIONS TO Inspect Area: INCLUDE NEW ROOF LAYOUT FOR ADD EQUIPMENT Owner: AVIS RENT A CAR SYSTEM INC L RC DEPT IPFANY NJ 07054 VANWAY Li SUY)/I Plan Check Revision Fee/.~\~~/ Additional Fees Applicant: BILL SLATTERY 2565 DOGWOOD RD CARLSBAD CA 92009 760431 8979 \. $6000 Total Fees: $60.00 Tot-,61 Payments To Date: $60.00 Balance Due:\ I $0.00 X v7z I (( INCORPORATED 192 if 01 FINAL APPROVAL Inspector: Date: . Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the secified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ;. . i. ,.- AQX PLAN CHECK REVISION Development Services Building Department CITY OF APPLICATION 1635 Faraday Avenue 760-602-2719 CARLSDDA B-I 5 www.carlsbadca.gov Plan Check Revision No. Original Plan Check No. f2g0q 14 of Project Address ..2.t 9 Ppor') 1?-O O 5te Date Contac— LA 7t'/ Ph7O02Od7 Fa go 3I179 Email( (L€i3SJ7T 1 / Contact Address? DO G° D -)O City Zip 922O9' General Scope of Work kO CTc f\'clZ4— EtC -I LUX- TO Roo I oc- -cccau Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised:. `Plans LI Calculations LI Soils [II] Energy LI Other 2 - Describe revisions in detail 3 . List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 4 'f o -r DIP ED A!t I TT i'J i 19 1/— p,M49 k6 OY L OL ci-1--0 —MArJç C4 LL-y2 5 Does this revision, in any way, alter the exterior of the project? Yes LI No 6 Does this revision add ANY newfloor area(s)? LI Yes 7 Does this revision affect any fire related issues? LI Yes No 8 Is this a complete set? LI Yes No r,6-r &F cT-cclol Pi,QS A!5Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov 1 FA - City of Carlsbad c. BUILDING DEPARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-7541/ Fax: 760602-8558 Plan Cheth Comments 12007 Codes To: From: Steve Borossay Fax: - -q 51 , - - Pages: Phone: Date: + Please make corrections referred to below and run TWO new prints. If red marks are on plans as a part of this Plan Check response please return red marked set with the new prints. + This is a BUILDING REVIEW ONLY. Comments or approval do not apply to any other City department review. For information on the status of approval from other departments please contact staff @780-602-2717/2718/2719. e z— PCR09146 .2198 PALOMAR AIRPORT RD 101_.. . .. 10 cc rO STE-') e LJ..2/ CM 0 '6 oq 3 .TO .P4, PCL O(A .+fge, - CI T1 IT PC A-t O& Qt