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Home My WebLink About2674 GATEWAY RD; 195; CBC2018-0669; Permitrc ity of Carlsbadad Commecial Permit Print Date: 06/27/2019 Permit No: CBC2018-0669 Job Address: 2674 Gateway Rd, 195 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed- Finaled Parcel No: 2132622100 Lot #5: Applied: 12/03/2018 Valuation: $247,606.52 Reference #5: Issued: 02/06/2019 Occupancy Group: Construction Type: Permit Finaled: St Dwelling Units: Bathrooms: Inspector: AKrog Bedrooms: Orig. Plan Check M. Final Plan Check #5: Inspection: 6/27/2019 4:12:49PM Project Title: Description: CASERO: 3,569 SF T.I. SHELL TO RESTAURANT W/ 1,348 SF PATIO Applicant: Owner: Contractor: BRIAN CHURCH ARCHITECTURE BLACKTOP RESTAURANT DORADO ENTERPRISES BRIAN CHURCH 330 S Cedros Ave 1596 N Coast Highway 101 4168 Avenida De La Plata, Ste 108 Solana Beach, CA 92075-1919 Encinitas, CA 92024-1446 Oceanside, CA 92056-6001 858-793-3437 760-519-2169 760-732-0269 BUILDING PERMIT FEE ($2000+) $1,151.40 BUILDING PLAN CHECK FEE (BLDG) $805.98 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 F1RE A-2 & A-3 Occupancies - TI $628.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL . $55.00 PUBLIC FACILITIES FEES - inside CFD $4,506.44 5B1473 GREEN BUILDING STATE STANDARDS FEE $10.00 SEWER BENEFIT AREA FEES - H $807.75 SEWER CONNECTION FEE (General Capacity all areas) $720.00 STRONG MOTION-COMMERCIAL . . $69.33 TRAFFIC IMPACT Commercial-Industrial w/in CFD $7,524.00 Total Fees: $16,541.90 Total Payments To Date: $16,541.90 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check ______________ Est. Value ___________ PC Deposit Date ta/2: I (' Job Address APN:Z(t4 -Zt-oo Tenant Name: C6 E?..O Cr/Project 4*: Lot 4*: Occupancy: Construction Type: Fire Sprinklers: no Air Conditioning: no BRIEF DESCRIPTION OF WORK: 'cJ'iT --'- -i-r IMPRwe,-Yr D Addition/New: New SF and Use, ___New SF and Use, Deck SF, ________ Patio Cover SF (not including flatwork) Tenant Improvement: "3 5 (OR SF, Existing Use \IktPa- bi Proposed Use SF, Existing Use Proposed Use D Pool/Spa: SF Additional Gas or Electrical Features? 0 Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: El Other: APPLICANT (PRIMARY) PROPERTY OWNER Name:'tM4 C9C1- Name: ariito suunV Giouç LL. Address: 201 Soim- Crveoc hvt. Address: tc(o % .Ceici rttWt.Cj tot City:ôt$tr ,M*t State-C6 Zip:'itO'7c City: State: £6 Zip: 'tZ.O Z-4- Phone:1 -4V7 Phone:-ICO 'W EmaiI:C; Q i&&IMrC ro#€c.&icjoni Email: C.t rvt c Ca.cercl .c5 .C'øwt DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: 4I4 awva tc2CWIrtQthte. Name:'Poro.cô Address: bm& 4A Ae9,wc... Address: 4tb _i.c-I 1jp,?L* _5tJCtE.to% City: State: Zip: City: /c.Qds44i- State: C-_Zip: 206 Phone: Phone: 7øO 7"2. Email: Email: Mar-k1 toraAt _wQe.i,c • Architect State License: _ C_Z22t_I State License: 't' t V14 73 Bus. License:L..O 12_69g Z. (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she 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/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@carlsbadca.gov B-2 Page 1 of 2 Rev. 06/18. (OPTION A ): WORKERS'COMPENSATION DECLARATION: - I hearby affirm under penalty of perjury one of the following declarations: ci I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. VI have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: L e LkE p i-.. .v c.. k L L L PolicyNo. ( M 338 Expiration Date: (0 1 I II ' i'tertificate 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 be come 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 $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. - CONTRACTOR DAGENT DATE:/ 6 /1 '1 (OPTION 13 ): OWNER-BUILDER DECLARATION: I hereby affirm that! am exempt from Contractor's License Law for the following reason: CI 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 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). CI 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 I (have / 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 portions of the work, but I 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 I type of work): OWNER SIGNATURE: EJAGENT DATE:____________ CONSTRUCTION LENDING AGENcY, IF ANY: 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: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? Dyes 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? Dyes 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. i agree to comply with all City ordinances and State laws 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.OSHA An OSHA permit is required for excavations over MY 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 Is not commenced within 180 days from the date of such permit or he building or work authorized by such permit Is suspended or abandoned at any time after the work is commenced for a penod APPLICANT SIGNATURE DATE: ('/3/I 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcarlsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 12/03/2018 Owner: BLACKTOP RESTAURANT Work Class: Tenant Improvement Issue Date: 02/06/2019 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2674 Gateway Rd, 195 Carlsbad, CA 92009 IVR Number: 15766 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0612612019 0612512019 BLDG-Final 095697-2019 Cancelled Andy Krogh Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 06/2712019 06/27/2019 BLDG-Final 095870.2019 Passed Andy Krogh Complete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final. Yes BLDG-Electrical Final Yes BLDG-Fire Final 095117-2019 Scheduled Dominic Fieri Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No June 27,2019 : Page 4of4 Permit Type: BLDG-Commercial Application Date: 12/03/2018 Owner: BLACKTOP RESTAURANT, Work Class: Tenant Improvement Issue Date: 02/06/2019 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2674 Gateway Rd, 195 Carlsbad, CA 92009 IVR Number: 15766 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease ducts first layer wrap partial Yes 0512012019 05120/2019 BLDG-44 092383.2019 Partial Pass Andy Krogh Reinspection Incomplete RoughlDucts/Dampe I's - Checklist Item COMMENTS Passed - BLDG-Building Deficiency Grease duct first layer fire wrap Yes 05/22/2019 05/22/2019 BLDG-44 092641-2019 Passed Andy Krogh Complete Rough/Ducts/Dampe - rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease ducts first layer wrap partial Yes second layer 05/29/2019 05/29/2019 BLDG-23 093121-2019 Cancelled Andy Krogh Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/07/2019 06107/2019 BLDG-23 094100.2019 Passed Andy Krogh Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Meter release Yes 06/12/2019 06/12/2019 BLDG-34 Rough 094438.2019 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist item COMMENTS Passed BLDG-Building Deficiency Exterior canopy at front entry Yes 0611712019 06117/2019 BLDG-33 Service 094809.2019 Passed Andy Krogh Complete Change/Upgrade • BLDG-85 T-Bar, 094817-2019 Passed Andy Krogh Complete • Ceiling Grids, Overhead Checklist item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout • Yes BLDG-34 Rough Electrical • Yes 6LDG-44 • • Yes Rough-Ducts-Dampers June 27,2019 • • • • Page 3of4 Permit Typo: BLDG-Commercial Application Date: 12/03/2018 Owner: BLACKTOP RESTAURANT Work Class: Tenant Improvement Issue Date: 02/06/2019 Subdivision: Status: Closed- Finaled . Expiration Date: 12/23/2019 Address: 2674 Gateway Rd, 195 Carlsbad, CA 92009 IVR Number: 15766 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date. Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof curbs . yes BLDG-43 Air 087152-2019 Passed Andy Krogh Complete Cond./Fumace Set Checklist Item COMMENTS . Passed BLDG-Building *Deficiency Roof curbs . Yes 0410212019 0410212019 BLDG-23 087684-2019 . Partial Pass Andy Krogh Reinspection Incomplete • Gas/Test/Repairs Checklist Item COMMENTS . Passed BLDG-Building Deficiency Start 24 hour gas test Yes 04/0312019 0410312019 BLDG-23 087781-2019 Passed Andy Krogh Complete Gas/Test/Repairs Checklist Item COMMENTS - . Passed BLDG-Building Deficiency Start 24 hour gas test, completed Yes 0410912019 0410912019 BLDG-1 11 088386-2'0191 Passed Andy Krogh Complete . Foundatlon/FtglPier s(Rebar) Checklist Item COMMENTS . Passed BLDG-Building Deficiency Exterior post footings Yes 05/0612019 05/0612019 BLDG-84 Rough 090920-2019 Passed AndyKrogh Complete Combo(14,24,34,44) Checklist Item COMMENTS . Passed BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 05116/2019 05/16/2019 BLDG-43 Air 091974-2019 Partial Pass Andy Krogh Reinspection . Incomplete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency Duct smoke test, 4 locations Ok. Yes 05/17/2019 05/17/2019 BLDG-44 092151-2019 Partial Pass Andy Krogh Reinspection Incomplete RoughlDucts/Dampe rs Checklist Item COMMENTS . Passed BLDG-Building Deficiency . . No June 27, 2019 - Page 2 of 4 Permit Type: BLDG-Commercial Application Date: 12/03/2018 Owner: BLACKTOP RESTAURANT Work Class: Tenant Improvement Issue Date: 02/06/2019 Subdivision: Status: Closed - Finaled Expiration Date: 12/23/2019 Address: 2674 Gateway Rd, 195 Carlsbad, CA 92009 IVR Number: 15766 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0210812019 0210812019 BLDG-21. 083318-2019 Passed Paul Bumette Complete Underground/Undert loor Plumbing I: iFRRIIJT BLDG-Building Deficiency . No BLDG-22 083319-2019 Passed Paul Burnette Complete Sewer/Water Service Checklist Item COMMENTS Passed BLDG-Building Deficiency . No 0211512019 0211512019 BLDG-12 Steel/Bond 083963-2019 Partial Pass Andy Krogh Reinspection Incomplete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior wall footing Yes 02119/2019 02119/2019 BLDG-Il . 084030.2019 Passed Andy Krogh Complete FoundationlFtglPler s (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0310112019 03101/2019 BLDG-12 Steel/Bond 084992-2019 Passed Michael Collins Complete • Beam . • Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior wall footing Yes BLDG-Building Deficiency Interior wall steel. . Yes 0311112019 0311112019 BLDG-84 Rough 085710.2019 Partial Pass Andy Krogh Reinspection Incomplete Combo(I4,24,34,44) Checklist Item COMMENTS • Passed BLDG-Building Deficiency Walls only • Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical . Yes BLDG44 - . Yes Rough-Ducts-Dampers . • 0312512019 0312512019 BLDG17 Interior 086880.2019 Partial Pass Andy Krogh . Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency. Interior walls Yes 0312712019 03127/2019 BLDG-14 087099-2019 . Passed Andy Krogh . Complete Frame/Steel/Bolting/ . Welding (Decks) • June 27, 2019 . . . Page 1of4 N H.. ff BACKFLOW PREVENTION ASSEMBLY TEST REPORT Palomar Backflow (760) 746-2501 Phone Assembly ID I Facility Name I Casero Tagueria Acct Number Meter Internal Test Report Due: Service Address 2,628 Gateway Rd Schedule Code Carlsbad, CA 92009 Assembly Info (Replacement/Correction) Assy Location Soda machine in back SN LI 4664412 Tap Number I Protection Internal Mfr liii Wilkins Contact Name Ph Type fl RP Map Page I #2 Size 1 3/4" Model fj 975XL2 Install Date Add Acc# J Confinement I J Freeze Protection Hazard Type Haz. Level Line pressure at time of test: 60 REPORT OF TEST RESULTS fl Approved BFP Check Valve #1 Check Valve #2 Relief Valve PVB/SVB Shut Off Valves Initial Test j Held at 9.0 PSID LI Closed Tight LI Leaked Held at PSID Closed Tight LI Leaked RX Opened at 4.3 PSID LI Did Not Open R Air Inlet Opened at PSID Did not Open Check Held at PSID Leaked #1 #2 Closed Tight Leaked - LI - EI LI Pass Fail R E P A I R LI CLEANED REPLACED LI Disc Spring R Guide Seat 0-Ring(s) LI Module LI Rubber Kit LI CLEANED REPLACED Ej Disc LI Spring LI Guide LI Seat 0-Ring(s) LI Module LI Rubber Kit LI CLEANED REPLACED Li Disc Li Spring Diaphragm LI Seat 0-Ring(s) [] Module LI Rubber Kit LI ___ [] CLEANED REPLACED Air Inlet Disc Airl Inlet Spring Check Disc Check Spring Float LI Diaphragm LI Rubber Kit LI ____ CLEANED REPLACED REPAIR Other LI LI LI EI]LI LI Eli LI Other/Notes: Apparent: 9.0 - USC 10th Edit. Final Test PSID LI Closed Tight PSID LI Closed Tight LI Opened at PSID Air Inlet PSID CK Valve PSID Closed Tight LI LI Pass LI THE ABOVE REPORT IS CERTIFIED TO BE TRUE: 1A Tested By Date Certificate # Gage # Test Result Testing Company's C matact Information Adan Rivera 6/25/19 05-1492 2004 GPassD P0 Box 2702 Fail A Escondido, C. 1 92033 v/ I BACKFLOW PREVENTION ASSEMBLY TEST REPORT Palomar Backflow (760) 746-2501 Phone Assembly ID I Facility Name I Casero Tagueria Acct Number Meter Internal Test Report Due: Service Address 9698 way Rd Schedule Code Carlsbad, CA 92009 Assembly Info (Replacement/Correction) Assy Location Under sink by bar SN 0 198073 Tap Number I Protection Internal Mfr [1 Watts Contact Name I Ph Type EjRP Map Page I #2 Size 111/2" Model Li LF009QT Install Date Add Acc# I 1 Confinement J Freeze Protection Hazard Type Haz. Level Line pressure at time of test: 60 REPORT OF TEST RESULTS Approved BFP Check Valve #1 Check Valve #2 Relief Valve PVB/SVB Shut Off Valves Initial Test Held at 8.2 PSID Closed Tight LI Leaked LI Held at PSID [ Closed Tight LI Leaked Opened at 3.0 PSID LI Did Not Open LI Air Inlet Opened at PSID LI Did not Open E] Check Held at PSID LI Leaked #1 #2 Closed Tight Leaked F1[] LI - LI Pass Fail R E A I R LI CLEANED REPLACED LI Disc LI Spring LI Guide LI Seat LI 0-Ring(s) LI Module LI Rubber Kit LI ____ LI CLEANED REPLACED LI Disc LI Spring LI Guide LI Seat LI 0-Ring(s) LI Module LI Rubber Kit LI ____ LI CLEANED REPLACED LI Disc LI Spring LI Diaphragm LI Seat LI 0-Ring(s) LI Module LI Rubber Kit LI ___ LI CLEANED REPLACED LI Air Inlet Disc LI Aid Inlet Spring LI Check Disc LI Check Spring LI Float LI Diaphragm LI Rubber Kit LI ____ CLEANED REPLACED REPAIR Other LI LI [] El LI LI LI El Other/Notes: Apparent: 8.2 - j USC 10th Edit. Final Test PSID E]Closed Tight PSID LI Closed Tight [:]Opened at PSID Air Inlet PSID CK Valve PSID Closed Tight E] LI Pass LI THE ABOVE REPORT IS CERTIFIED TO BE TRUE: 1A Tested By Date Certificate # Gage # f Test Result Testing Company's C natact Information Adan Rivera 6/25/19 05-1492 2004 1 PasS Fail P0 Box 2702 -, Escondido, CA. 92033 ( BACKFLOW PREVENTION ASSEMBLY TEST REPORT Palomar Backflow (760) 746-2501 Phone Assembly ID Facility Name Casero Tagueria Acct Number Meter Internal Test Report Due: Service Address 2628 Gateway Rd Schedule Code Carlsbad, CA 92009 Assembly Info (Replacement/Correction) Assy Location Soda Machine SN 1196596 Tap Number I Protection Internal Mfr [:]I Watts Contact Name I Ph Type [ill RP Map Page I #2 Size El 1/2" Model fill LF009QT Install Date Add Acc# I U Confinement I U Freeze Protection Hazard Type Haz. Level Line pressure at time of test: 60 REPORT OF TEST RESULTS Approved BFP Check Valve #1 Check Valve #2 Relief Valve PVB/SVB Shut Off Valves Initial Test J Held at 8.0 PSID LI Closed Tight [I] Leaked LI Held at PSID Closed Tight LI Leaked Opened at 4.0 PSID LI Did Not Open LI Air Inlet Opened at PSID [:]Did not Open E] Check Held at PSID LI Leaked #1 #2 Closed Tight Leaked - LI LI - N LI Pass Fail R E A I R LI CLEANED REPLACED LI Disc LI Spring LI Guide LI Seat 0-Ring(s) LI Module LI Rubber Kit LI ____ LI CLEANED REPLACED LI Disc LI Spring LI Guide LI Seat LI 0-Ring(s) LI Module LI Rubber Kit LI ____ LI CLEANED REPLACED LI Disc LI Spring [] Diaphragm LI Seat 0-Ring(s) LI Module LI Rubber Kit LI ___ LI CLEANED REPLACED [] Air Inlet Disc LI Airl Inlet Spring LI Check Disc LI Check Spring LI Float [] Diaphragm LI Rubber Kit LI ____ CLEANED REPLACED REPAIR Other LI LI LI El LI II] LI El Other/Notes: Apparent: 8.0 - USC 10th Edit. Final Test PSID LI Closed Tight PSID LI Closed Tight LI Opened at PSID Air Inlet PSID CK Valve PSID Closed Tight LI LI Pass LI THE ABOVE REPORT IS CERTIFIED TO BE TRUE: 1A Tested By Date Certificate # Gage #Test Result Testing Company's C 3natact Information Adan Rivera 6/25/19 05-1492 2004 ass Fail I P0 Box 2702 Escondido, C/.92033 v/I ( BACKFLOW PREVENTION ASSEMBLY TEST REPORT Palomar Backflow (760) 746-2501 Phone Assembly ID I Facility Name I Casero Tagueria Acct Number Meter Internal Test Report Due: Service Address 9698 way Rd Schedule Code Carlsbad, CA 92009 Assembly Info (Replacement/Correction) Assy Location ( ç ccCetaid °iY\ SN LI lVf1 Tap Number I Protection Internal Mfr Contact Name Ph Type 7 'Dp Map Page I #2 Size [1 1/71/ Model El Loocr Install Date Add Acc# I LI Confinement Freeze Protection Hazard Type Haz. Level Line pressure at time of test: 50 _ REPORT OF TEST RESULTS Approved BFP Check Valve #1 Check Valve #2 Relief Valve PVB/SVB Shut Off Valves Initial Test Held at B. PSID Closed Tight LI Leaked Held at __________PSID Closed Tight Eli Leaked Opened at .8 PSID LI Did Not Open Ej Air Inlet Opened at PSID Eli Did not Open Check Held at PSID fl Leaked #1 #2 Closed Tight Leaked - LI El - l] 1:1 Pass Fail R E P A I R LI CLEANED REPLACED Disc LI Spring F1 Guide F1 Seat F1 0-Ring(s) LI Module fl Rubber Kit ElI CLEANED REPLACED LI Disc fl Spring Guide Seat LI 0-Ring(s) Module Rubber Kit CLEANED REPLACED [] Disc Spring Diaphragm Seat 0-Ring(s) LI Module Rubber Kit CLEANED REPLACED LI Air Inlet Disc Airl Inlet Spring LI Check Disc Ej Check Spring Float Diaphragm Eli Rubber Kit CLEANED REPLACED REPAIR Other LI [] LI LI [] LI Other/Notes: Ar_B - USC 10th Edit. Final Test PSID Ej Closed Tight PSID LI Closed Tight Opened at PSID Air Inlet PSID CK Valve PSID Closed Tight LI LI Pass LI THE ABOVE REPORT IS CERTIFIED TO BE TRUE: 1A Tested By Date Certificate # Gage # I Test Result Testing Company's C 3natact Information Adan Rivera 6/26/19 05-1492 2004 CPasS Fail P0 Box 2702 Escondido, C/.92033 E S*G11, A SAFEbuitttompany DATE: 1/30/2019 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0669 SET: II PROJECT ADDRESS: 2674 Gateway Rd. Bldg H. Ste #195 PROJECT NAME: Casero Tenant Improvement The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. EJ The plans transmitted herewith will substantially comply with the jurisdiction's 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. LII The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list, is enclosed for the jurisdiction to forward to the applicant contact person. M The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. Elillil EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: ZZ(bro Email: Mail Telephone Fax In Person LI REMARKS: By: Jason Pasiut Enclosures: EsGil 1/23/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil A SAFEbuitttompany DATE: 12/12/2018 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK t€9018-0669 SET: i PROJECT ADDRESS: 2674 Gateway Rd. Bldg H, Ste #195 PROJECT NAME: Casero Tenant Improvement LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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 until corrected plans are submitted for recheck. LI 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: Brian Church EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Brian Church Telephone #: 858-793-3437 Date contacted: (by: ) Email: brian@brianchurcharchitecture.com Mail Telephone Fax In Person LI REMARKS: By: Jason Pasiut Enclosures: EsGil 12/4/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Parisbad 2018-0669 12/12/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: 2018-0669 OCCUPANCY: A-2 TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: within SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/3/2018 DATE INITIAL PLAN REVIEW COMPLETED: 12/12/2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Restaurant ACTUAL AREA: 3,569+ 1,348sf STORIES: 1 HEIGHT: unchanged OCCUPANT1OAD: 157 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/4/2018 PLAN REVIEWER: Jason Pasiut This plan review is limited to the technical requirements contained in the California version of 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 2016 CBC, which adopts the 2015 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 Sec. 105.4 of the 2015 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. arlsbad 2018-0669 12/12/2018 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: 2018-0669 PREPARED BY: Jason Pasiut DATE: 12/12/2018 BUILDING ADDRESS: 2674 Gateway Rd. Bldg H, Ste #195 BUILDING OCCUPANCY: A-2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) A-2 TI 5047 64.72 326,642 Air Conditioning __ Fire Sprinklers __ TOTAL VALUE 326,642 Jurisdiction Code lCD IBY Ordinance I 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee 'V Type of Review: El Complete Review 0 Structural Only Repetitive Fee Repeats 0 Other I Hourly Hr. @ * EsGil Fee I $873.471 Comments: Sheet 1 of 1 Carlsbad 2018-0669 12/12/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. . PLANS Each sheet of the plans must be signed by the person responsible for their preparation, even if there are no structural changes. California State Law. 2. Please provide evidence of application with the County of San Diego Environmental Health Food and Housing Division. Please provide a minimum plumbing facilities calculation. Currently, this A-2 occupancy has a calculated occupant load of 157 /2 = 78 per gender. CPC Table 422.1 requires 2 male water closets along with the urinal and lavatory already shown. Please revise restroom layout to accommodate an additional male water closet. CPC 422.1. ACCESSIBILITY The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11 B-202.4. CBC section 11 B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11 B-202.4. If it is known that the accessible path of travel has already been improved during this or the previous code cycle, please note the permit numbers on the plans and update the scope of work to state that the accessible path of travel meets current standards based on work previously done. Detail on the glans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: Carlsbad 2018-0669 12/12/2018 4. Existing primary entrance to the building or facility, including: Show the existing accessible parking dimensions, slope, and cross-slope in compliance with CBC 11 B-502. Show the location of detectable warnings at hazardous vehicle areas. 1113- 705.1.2.5. Show the existing curb ramp (if any) 48" minimum width, 48" x 48" turning space at the bottom, landing length of 48" at the top, slope and cross-slope in compliance with CBC 11 B-406. Show the existing ramp (if any) slope, cross-slope, 48" minimum width, 60" x 60" landing at the top, 72" long landing at the bottom, compliant changes in direction (60" x 72") in compliance with CBC 11 B-405. Show the existing stair (if any) width, riser and tread dimensions, contrasting stipes, handrail height, gripping surfaces and top/bottom extensions in compliance with CBC 11 B-504 and 505. Show the existing accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11 B-206.4. 5. Existing accessible parking reflectorized identification including the "van accessible", "250 fine", and "unauthorized vehicle parking" signs per 11 B-502.6, 11 B-502.6.2, 11 B-502.8.2. Existing accessible parking surface identification. 11B-502.6.4.1. Existing access isle "NO PARKING" identification per 11 B-502.3.3 6. Where food or drink is served for consumption at a counter exceeding 34 inches in height, a portion of the main counter 60 inches minimum in length shall be provided in compliance with Section 11 B-226.3. a) There shall be a 60" area built into the bar areas serving customers both inside and outside. Please show the required 60" bar counter area, built into the bar, at both the inside and outside bars. 11 B-226.3. IIB-226.3: Where food or drink is served for consumption at a counter exceeding 34 inches (864 mm) in height, a portion of the main counter 60 inches (1525 mm) minimum in length shall be provided in compliance with Section IIB-902.3. 7. Please clearly show the location of the baby changing stations on the restroom details of sheet A3. It is unclear if they are located in compliance with 11 B-226.4. Carlsbad 2018-0669 12/12/2018 8. Please show a clear width of 44" for the accessible route to the accessible restroom. 11 B-403.5. 1. 9. Where dining surfaces are provided for the consumption of food and drink, at least 5% of the seating spaces and standing spaces at the dining surfaces shall comply with 11 B-902. 10. Show the location of proposed tactile exit signs per CBC 1013.4 and 11 B-703.4.2. . PARTITIONS 11. Provide a section view of all new interior partitions. Show: Manufacturer and approval number of metal studs or indicate "to be ICC approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be laterally braced to roof or floor framing above, unless suspended ceiling has been designed for partition lateral load). C) Show height of partition and suspended ceiling, and height from the floor to the underside of the floor/ceiling above. 12. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in IBC Section 714." . MECHANICAL! ELECTRICAL! PLUMBING 13. Show on the plans how the installation of new mechanical equipment on the roof will meet the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage, and applicable section of 13.6 unless exempted by 13.1.4. 14. Show on the plans that the existing structural framing is sufficient to support the weight of the new RTU being installed. CIVIC 303.8. 15. A GFCI protected receptacle outlet is required within 25 feet and on the same level as the mechanical equipment (heating, air-conditioning, and refrigeration equipment). Please include on the plans. NEC 210.63. . HOOD 16. Show details of the hood bracing and support connections to the structure above, including hardware and fastener type and size and material being supported from. CIVIC 510.1.6, a) Provide structural calculations to show that the existing ceiling/roof framing is adequate to support the weight of the.hood and make-up air systems in excess of 400 pounds. ASCE 13.1.4 (6) c.i. Carlsbad 2018-0669 12/12/2018 b) Hoods shall be secured in place to resist the lateral loads given in the California Building Code, Title 24, Part 2 by non-combustible supports. 17. Show exhaust airflow calculations based on the manufacturer installation instructions for all equipment being installed under each hood and the required replacement/make-up air for each hood, if required. Include an air balance schedule. If required, the exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC 511.2 and 511.3 18. Deep-fat fryers shall be installed with not less than a 16" space between the fryer and surface flames from adjacent cooking equipment. CIVIC 515.1.1.3. a) Where a steel or tempered glass baffle plate is installed not less than 8 inches (203 mm) in height between the fryer and surface flames of the adjacent appliance, the requirement for a 16" space shall not apply. 19. Note on the plans, "Deep-fat fryers shall be equipped with a separate high-limit control in addition to the adjustable operating control (thermostat) to shut off fuel or energy where the fat temperature reaches 475°F (246°C) at 1 inch below the surface". 20. Provide a detail for the condensate drain showing adequate fall, sized per CIVIC Table 310.3, trap, vent, cleanout, and draining into an indirect waste receptor or lavatory tail piece within the same space being conditioned. CIVIC 310. . WALK IN COOLER 21. Provide the manufacturer standard plans and installation instructions/listing information for the cooler walls and refrigeration equipment being proposed. CIVIC 935. Show electrical loads and show that the equipment meets UL 471 and 427. Show connection details for corners and roof including fasteners. Show foam thickness and flame-spread information. 22. Refrigerated Spaces that are less than 3,000 square feet shall meet the requirements of the Appliance Efficiency Regulations for walk-in coolers or freezers contained in the Appliance Efficiency Regulations (California Code of Regulations, Title 20, Sections 1601 through 1608). Note on the plans whether this installation meets these requirements. CEC 120.6 (a) 23. Will there be or is there a floor drain within the cooler? CPC 801.3.2. 24. Please note or show that all electrical penetrations into the cooler shall be sealed per section 300-7 of the NEC. 25. Please provide a roof plan showing the location of the new condensing unit. Carlsbad 2018-0669 12/12/2018 26. This cooler is installed within a building of type II construction. This is allowed for coolers that are less than 1,000sf and lined on both sides with non-combustible material in a sprinklered building. Please show compliance. CBC 603.1 exception 6. 27. Refrigeration systems shall be protected by a pressure-relief device or other approved means to safely relieve pressure due to fire or abnormal conditions. Show on the plans the proposal for pressure relief. CIVIC 1112. 1. 28. Show the location of the transformer disconnect. If remote, please show that the transformer disconnect will be lockable and the location of the disconnect will be labeled at the transformer. NEC 450.14. 29. Show that the transformer will have a 12" separation from combustible construction in compliance with NEC 450.21. 29. Hot water recirculating loop systems requirements: Detail the following: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) 30. Please show on the plumbing plan that the drainage piping is vented by means of one or more vent pipes with an aggregate cross-sectional area that is not less than that of the sewer pipe. CPC 904.1. . ENERGY 31. The installed vs allowed lighting numbers are non-compliant. Installed must be less than allowed in order to be compliant. Please clarify and revise. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Carlsbad 2018-0669 12/12/2018 Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. Waste reduction. Note on the plans that 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: a) Within the 65 CNEL noise contour of a freeway, railroad or industrial. source, as determined by the jurisdiction's Noise Element of the General Plan. Carlsbad 2018-0669 12/1212018 b) Within the 65 CNEL noise contour of an airport. C) Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. Indoor water use. For building additions in excess of 50,000 sq. ft. show on the site utility plan separate sub-meters per CGC Section 5.303.1 for the following: (a) Each leased or owned space that consumes more than 100 gal/day (b) Tenant spaces containing laundry, cleaners, restaurant, medical/dental office, laboratory or beauty/barber shops. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall mounted) 0.125 gallons/flush Lavatory faucets- nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. END OF REVIEW To speed up the review process, please 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with EsGil, 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 Jason Pasiut at Esgil. Thank you. Carlsbad 2018-0669 12/12/2018 140. Encinitas Blvd, Box #329 Encinitas, CA 92024 760.436.1223 parkerstructuralyahoo.com www.parkerstructural.com STRUCTURAL CALCULATIONS FOR CASERO TENANT IMPROVEMENT 2674 GATEWAY ROAD, BLDG. H, SUITE 195 CARLSBAD, CA 92009 CLIENT: BRIAN CHURCH ARCHITECTURE JOB NO. 18136 JANUARY 14, 2019 PLAN CHECK SUBMITTAL TABLE OF CONTENTS DESIGN CRITERIA I ROOF MOUNTED EQUIPMENT 2-6 SUSPENDED EQUIPMENT 7-8 PARTITION WALLS 9-15 CBC20I8-0669 2674 GATEWAY RD #195 cASERO: 3,569 SF T.I. SHELL TO RESTAURANT W/ 1,348 SF PATIO 2132622100 1/18/2019 CBC20I 8-0669 JOB Caseroll JOB# 18136 Parker SHEET NO. 1 OF CALCULATED BY BP DATE 1/19 Encinitas, CA 760.436.1223. CHECKED BY REV DATE www.parkerstructural.com SCALE CODE: COORDINATES: 2015 International Building Code (IBC) 33.128 latitude 2016 California Building Code (CBC) -117.253 longitude SEISMIC: SDC= 0 le 1:0 SOIL SITE CLASS = D. ---....-..-"-- Ss= 1.038 S1 0.403 rsSd = 0.750 Sd1 = 0.429 Rho= 1.00 . . 01 WIND: 110 MPH 3-sec gust speed EXP B SOIL: Allow, soil bearing = 1500 psf Class 5 soil assumed per CBC Table 1806.2 :PSE\Projects\Commercial\Casero TI 18136engCasero Design Loads 1/14/20 JOB Parker 32O T( _______ SHEET NO._ OFStructural En , Inc. ___________________ Encinitas, CA CALCULATED BY DATE 760.436. 1223 I www.parkerstructural.com CHECKED BY DATE______________________ SCALE 123 4 5678123456781234 6 6781234667812345678,334567612345678123 0 PRODUCT 207 JOB Casero TI B# 18136 Encinitas, CA 92024 760.436.1223 www.parkerstructural.com SHEET NO. lb OF CALCULATEI BP DATE 11/18 CHECKED BY REV DATE SCALE -WATER HEATER, 100 gal. ELEMENT CRITERIA EQUIPMENT WEIGHT .W = 1380 lbs DIMENSIONS: LENGTH L = 27 in WIDTH W = 27 in HEIGHT H = 76.5 in EQUIPMENT ELEVATION z = 16 ft ROOF ELEVATION . h = 16 ft SEISMIC CRITERIA SEISMIC DESIGN CATEGORY = D SPECTRAL ACCELERATION, SHORT PERIOI So, 0.75 IMPORTANCE FACTOR I,, = 1.0 COMPONENT AMPLIFICATION FACTOR a = 1.0 (Air HVAC) (a2.5 for Air HVAC, 1.0 for Wet HVAC) COMPONENT RESPONSE MODIF. FACTOR Rp 2.5 (R6.0 for Air HVAC, 2.5 for Wet HVAC) per 2012/2015 International Building Code and ASCE 7-10 Design Lateral Force: (13.3-1) LRFD ASO F = 0.4a Sos (1 + 2(2/h)) wp = 497 lbs = 348 lbs (RFIp) Lower Limit: (13.3-3) • F= 0.3*SID.wp = 311 lbs = 217 lbs Upper Limit: (13.3-2) F= 1.6*SIw = 1656 lbs = 1159 lbs Therefore, F = 497 lbs (governs) (LRFD) = 0.36Wp F = 348 lbs (governs) (ASD) = 0.252Wp ELEMENT ANCHORAGE ASD OVERTURNING: CM = (F.H/2) +(0.7*0.2SdslNpf2) = 1181 lb-ft RM = 0.6 * W.W/2 = 932 lb-ft NET M = OM-RM = 249.44 lb-ft Therefore UPLIFT, T = 143 lbs SHEAR: No. of bolts = 4 V = F / No. of bolts = 87 lbs USE: Casero Equip Anchorage • 1/3/2019 ________________ JOB OW, 6" ri er Structural Engineering, Inc. SHEET NO.________________________ OF___________________ Encinitas, CA CALCULATED BY_______________________ DATE 760.436.1223 I www.parkerstructural.com CHECKED BY____________________________ DATE______________________ SCALE MMp T121t1 D PRODUCT207 Encinitas, CA 92024 760.436.1223 www.parkerstructuraLcom JOB CaseroTi JOB# 18136 SHEET NO. OF CALCULATE BP DATE 1/19 CHECKED BY REV DATE SCALE ELEMENT CRITERIA EQUIPMENT WEIGHT W = 1240 lbs DIMENSIONS: LENGTH L = 48 in WIDTH W = 48 in HEIGHT H = 48 in EQUIPMENT ELEVATION z = 16 ft ROOF ELEVATION h = 16 ft SEISMIC CRITERIA SEISMIC DESIGN CATEGORY SPECTRAL ACCELERATION, SHORT PERIOI IMPORTANCE FACTOR COMPONENT AMPLIFICATION FACTOR COMPONENT RESPONSE MODIF. FACTOR = 0 SDS = 0.75 l, = 1.0 a = 2.5 (Air HVAC) (a=2.5 for Air HVAC, 1.0 for Wet HVAC) R = 6.0 (R=6.0 for Air HVAC, 2.5 for Wet HVAC) per 2012/2015 International Building Code and ASCE 7-10 Design Lateral Force: (13.3-1) LRFD ASD FP O 0.4aS (1 + 2(zlh)) w = 465 lbs = 326 lbs (RIlp) Lower Limit: (13.3-3) F9= 0.3*SIw = 279 lbs = 195 lbs Upper Limit: (13.3-2) FP = 1.6*Slw = 1488 lbs = 1042 lbs Therefore, F = 465 lbs (governs) (LRFD) = 0.375Wp F = 326 lbs (governs) (ASD) 0.263Wp ELEMENT ANCHORAGE ASD OVERTURNING: OM = (F.HI2) +(0.7-0.2SdS'w/2) = 716 lb-ft RM = 0.6 * W, W/2 = 1488 lb-ft . NET M = OM-RM = cO lb-ft Therefore UPLIFT, T = 0 lbs SHEAR: No. of bolts = 4 V = F / No. of bolts = 611L lbs USE: (t ZLa) AT a&+t'C"-0'M15e 4gr. Casero Equip Anchorage 1/3/2019 JOB CaseroTl . JOB # 18136 SHEET NO. cy OF !ructural__foc__ CALCULATEI BP DATE 1/19 Encinitas, CA 92024 CHECKED BY REV DATE 760.436.1223 SCALE www.parkerstructural.com t11t) ELEMENT CRITERIA -TV L,MV: EQUIPMENT WEIGHT . W = 1750 lbs For 9'x12' platform: DIMENSIONS: LENGTH L = 85 in wt= 16.204 psf < 20 psf roof LL WIDTH W = .85 in (OK) HEIGHT H = 48 in EQUIPMENT ELEVATION . z = 16 ft ROOF. ELEVATION h = 16 ft SEISMIC CRITERIA . SEISMIC DESIGN CATEGORY . = D SPECTRAL ACCELERATION, SHORT PERIOI SDs 0.75 IMPORTANCE FACTOR .. .I, = 1.0 COMPONENT AMPLIFICATION FACTOR a = 2.5 (Air HVAC) (a0=2.5 for Air HVAC, 1.0 for Wet HVAC) COMPONENT RESPONSE MODIF. FACTOR R = 6.0 (R1,=6.0 for Air HVAC, 2.5 for Wet HVAC) per 2012/2015 International Building Code and ASCE 7-10 Design Lateral Force: (13.3-1) LRFD ASD F = 0.4a SOS (1 + 2(zlh)) w = 656 lbs = 459 lbs (R/I). Lower Limit: (13.3-3) F = 0.3* SOS Iw = 394 lbs = 276 lbs Upper Limit: (13.3-2) Fp m 1.6SOSIPwP = 2100 lbs = 1470 lbs Therefore, F . 656 • lbs (governs) (LRFD) = 0.375Wp F = 459 lbs (governs) (ASD) = 0.263Wp ELEMENT ANCHORAGE ASD OVERTURNING: OM = (F.H/2) +(0.7*0.2Sdg1N,12) = 1011 lb-ft RM = 0.6 * W W/2 = 3719 lb-ft NET M = OM-RM = <0 lb-ft Therefore UPLiFT, T = 0 lbs SHEAR: No. ofbolts = 4 V = F / No. of bolts = 115 lbs •• *'Md. [Al NJA';41~0*0--O (ov.) Casero Equip Anchorage. . 1/4/2019 ___________ JOB 11, I4Ji1EiL. SHEETNO.__1 OF____________ Encinitas, CA CALCULATED BY________________________ DATE 760.436.1223 www.parkerstructural.com CHECKED BY DATE______________________ SCALE D PRODUC1207 jos CaseroTl JOB# 18136 MEET NO. OF _, 113a CALCULATEI BP DATE 1/19 Encinitas, CA 92024 CHECKED BY REV DATE 760.436.1223 SCALE www.parkerstructural.com ELEMENT CRITERIA EQUIPMENT WEIGHT W0 = DIMENSIONS: LENGTH L = WIDTH W = HEIGHT H = EQUIPMENT ELEVATION z = ROOF ELEVATION h = 1075 lbs 288 in 60 in 24 in 8 ft 16 ft SEISMIC CRITERIA SEISMIC DESIGN CATEGORY = D SPECTRAL ACCELERATION, SHORT PERIOI Soe 0.75 IMPORTANCE FACTOR I, = 1.0 COMPONENT AMPLIFICATION FACTOR ap = 2.5 (Air HVAC) (a=2.5 for Air HVAC, 1.0 for Wet HVAC) COMPONENT RESPONSE MODIF. FACTOR R = 6.0 (R -=6.b for Air HVAC, 2.5 for Wet HVAC) per 201212015 International Building Code and ASCE 7-10 Design Lateral Force: (13.3-1) LRFD ASD F = 0.4a0 SOS (1 + 2(7jh)) w = 269 lbs .= 188 lbs. (RIIp) Làwer Limit: (13.3-3) F = 0.3* SOS Ip Wp . = 242 lbs = 169 lbs Upper Limit: (13.3-2) F = 1.6*Soslpwp = 1290 lbs = 903 lbs Therefore, F = 269 lbs (governs) (LRFD) = 0.25Wp F = 188 lbs (governs) (ASD) = 0.175Wp Casero Equip Anchorage 1/4/2019 Parker _________ Structural Engineering, Ir Encinitas, CA' 760.436.1223 www.parkerstructural.com JOB CA-S1e..o SHEET NO.___________________ CALCULATED BY________________ CHECKED BY__________________ SCALE OF DATE DATE Pk-TlflO NPD 2 i 2 I 7 3 C 2 2 7 Ii I 2 3 MA . ........................................ . . ---. ------1----------- 1 ........................................................... . ......................................................... Ii .......... ....... 0 PRODUCT 207 SCAFCO Steel Stud Mfg. 2007 North American Specification [AISI $100] ASD DATE: II Casero rt SECTION DESIGNATION: 362S125-33 [33] Single Section Dimensions Web Height = 3.625 in Top Flange = 1.250 in Bottom Flange = 1.250 in Stiffening Lip = 0.188 in Inside Corner Radius = 0.0765 in Punchout Width = 1.500 in Punchout Length = 4.000 in Design Thickness = 0.0346 in Steel Properties: 33.000 ksi Fy = 45.000 ksi Fu = 33.000 ksi Fya = ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall StUd Length = 8 ft Load has not been modified for load type or duration Member Configuration: SINGLE MEMBER K-phi (axial) for Distortional Buckling = 0.00 lb*in/in TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KUr LOADING THROUGH WEB NONE 232 428 • MID Pt 116 1305 675 THIRD Pt 77 • 1700 846 Encinitas, CA 760.436.1223 www.parkerstructural.com JOB vs Ti SHEET NO. I OF_____________________ CALCULATED BY_______________________ DATE___________________ CHECKED BY_________________________ DATE___________________ SCALE 23456781234567812345 6 7812 3 1567812345878 1 2315 6 7812 3 4557 8 123 eIcz'r 1f('Jb 1!'(1 q'k2R 1O('1 V: 'i"- I - - D fr J!- W4A 3 t 7 I4 2 3 8 S 5 - * 5 S 0 PRODUCT 207 ii 1'FRTl n ON V41p(1- L RAn Cnnw/#4tTh IRin nk IV "IIIIIIIII #O@18.in @Toe Design #0@18Jn all ho Heel 17. A q' kMTlT(Oi'J Pp= 154.69# 175.97# PV 1467.5psf Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 150.0 psflft Soil Density, Heel = 110.00 póf Soil Density, Toe = 110.00 pd Friction Coeff btwn Ftg & Soil = 0.250 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem I Lateral Load = 17.0i ...Height to Top 9.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 0.0 psf Design Height Above Ftg Wall Material Above 'Ht' Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb!FB +fa/Fa Total Force @ Section Moment.. ..Actual Moment ..... Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Concrete Data ft Fy Top Stem Stem OK ft= 0.00 = Concrete in= 6.00 = #4 in 18.00 = Center = 0.405 lbs= 159.8 ft-I= 690.2 ft-I = 1,705.6 psi = 4.4 psi = 75.0 psf = 75.0 in= 3.00 in= 18.72 in= 8.40 in= 8.40 psi = 2,500.0 Psi = I Stem Construction I Title Block Line 1 You can change this area using the "Settings' menu item and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project Descr: Project ID: Punted: 14 JAN 2019, 10:59AM. Description: 9' Freestandng interior wall Criteria Retained Height = 0.75 ft Wall height above soil = 9.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 9.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options NOT USED for-Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Surcharge Loads Surcharge Over Heel = 0.0 psf Used to Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = . 0.0 lbs Axial Load Eccentricity = 0.0 in I Design Summary Wall Stability Ratios Overturning = 1.86 01< Sliding = 2.69 OK Total Bearing Load = 1,271 lbs ...resultant ecc. = 8.07 in Soil Pressure @ Toe = 1,467 psf 0 Soil Pressure @ Heel = K Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,761 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.7 psi OK Footing Shear @ Heel = 2.4 psi 01< Allowable = 75.0 psi Sliding Caics (Vertical Component NOT Used) Lateral Sliding Force = 176.0 lbs less 100% Passive Force = - 154.7 lbs less 100% Friction Force = - 310.8 lbs Added Force Req'd = 0.0 lbs 01< ....for 1.5: 1 Stability = 0.0 lbs OK Load Factors Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 Calculations per Act 31841, ACI 530-11, (BC 2012, CBC 2013, ASCE 7-10 Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil - 00 ft - at Back of Wall Poisson's Ratio = 0.300 Title Block Line 1 You can change this area using the Settings' menu item and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project Descr: Project ID: Punted: 14 JAN 2019. 10:59AM 19 Description: 9' Freestandng intenor wall I Footing Dimensions & Strengths I Toe Width = 1.00 ft Heel Width ______ Total Footing Width = Footing Thickness Key Width = 0.00 in Key Depth = 0.00 in Key. Distance from Toe = 2.00 It fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 15'O.00 pcf Min. As% = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Footing Design Results Toe Heel Factored Pressure = 1,761 0 psf Mu': Upward = 711 0 ft-lb Mu': Downward = 140 140 ft-lb Mu: Design = 572 140 ft-lb Actual 1-Way Shear = 3.72 2.45 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu <S*Fr Heel: Not req'd, Mu <SFr Key: No key defined Summary of Overturning & Resisting Forces & Moments . OVERTURNING RESISTING.... Force Distance Moment Force Distance Moment Item lbs It ft-lb lbs It ft-lb Heel Active Pressure = 68.9 0.58 40.2 Soil Over Heel = 82.5 2.00 165.0 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -45.9 0.58 -26.8 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = 153.0 5.50 841.5 * Axial Live Load on Stem = Load @Stem Above Soil = Soil Over Toe = 82.5 0.50 41.3 Surcharge Over Toe Total = 176.0 O.T.M. = 854.9 Resisting/Overturning Ratio = 1.86 Vertical Loads used for Soil Pressure = 1,271.3 lbs Stem Weight(s) • = 731.3 1.25 914.1 Earth @ Stern Transitions = Footing Weight = 375.0 • 1.25 468.8 Key Weight = 2.00 Vert. Component = Total = 1,271.3 lbs R.M. = 1,589.1 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. SAN DIEGO REGIONAL I OFFICE USE ONLY HAZARDOUS MATERIALS IPUN IRECORDID#______________________________ CHECK #__________________ cc QUESTIONNAIRE I BP DATE I I Business Name Business Contact Telephone - 7, VaIR Lt~y^ Project Address 474- City State Zip Code f APN# Mailing Address City State Zip Code Plan File# Project Contact Applicant E-mail Telephone # The tollowing questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for prolects within the City of San Dieqo: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): '3 1 5G.1 q Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES O (for new construction or remodeling projects) 0 Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 Will your business use an existing or install an underground storage tank? 0 JW Will your business store or handle Regulated Substances (CaLARP)? 0 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? California's Aboveground Petroleum Storage Act). f the answer to any of the Diego, CA 92123. CaLARP Exempt Date initials CaLARP Required Data Initials E] CaLARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp(sdcountv.ca.ov (858) 586-2650). [*No stamp required if 01 Yes and 03 Yes and 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. rExcludes garages & small outbuildings.] YES NO 0 Will the project disturb 160 square feet or more of existing building materials? 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 . Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaocd.oro/info/facts/oermits.odfl for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school Briefly describe business activities: I Briefly describe proposed project: VB t c.ecn.*J 2M under paValty of eq ry akto the best of my knowledge and _kelief tile d d correct. N06 CAW FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR occuc COUNTY-HMD APCD COUNTY-HMD APCD COUNTY.HMD APCD -, samp in mis oux pail exempts ousinesses irom compieting or upoating a iiazaraous iviatenais business Plan. orner permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division WE Is ELISE ROTHSCHILD Director (E o ii ii of batt Mi ego AMY HARBERTA/ Assistant Director DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 505-6824 1(800) 253-9933 www.sdcdeh.om PLAN APPROVAL SHEET DBA: CASERO DATE: 3/4/19 SITE: 2674 GATEWAY RD # 195 CARLSBAD 92009 Pc #: DEH20I8-FFPP-0 10500 BUSINESS OWNER: SAA Plans are approved contingent upon the following: 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the _pjan pproval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvals PRIOR TO FINAL INSPECTION ANE 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%-80% of construction, call (858) 505-6660 to schedule a mid-inspection. In lieu of a plumbing inspection by DEH, ensure that the plumbing is constructed to these standards: Floor sinks shall be installed V2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot, shall not exceed 15' in length and shall terminate a minimum of I" above the floor sink with a legal air gap or otherwise approved by the enforcing agency. Drain lines shall not intersect walkways or door ways. No condensate drainage of any kind can drain to the mop sink. 3-compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect to a floor sink. Grease traps/interceptors, if required by the local waste water authority must be located outside of the food preparation, food storage, or warewashing areas. Floor surfaces must be sloped 1:50 to required floor drains. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) 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. • 7) All equipment is to be in placeand functional. 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 38SF or below and shall be equipped with a thermometer accurate to +1- TF in the warmest section of the unit. 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplasheslilround pipes and conduits with silicone sealant. 9) AN AIR BALANCE REPORT IS REQUIRED IF THE FACILITY HAS VENTILATIONiHOODS O Plans reviewed by: C. PENN, REHS EMAIL: fIueatsdcountv.ca.ov. AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. "Environmental and public health through leadership, partnership and science" w > A C 'C U P E X P.O. BOX 410 SCHOFIELD, 54476 PHONE 800•3331400 FAX 7152416191 June 16th, 2019 Ameer Tillman Account Manager Southern California 509.430.5326 To Whom It May Concern regarding the Casero Accurex hood model XBDW: This letter is addressing the Aäcurex XBDW model number and what is stands for. The X is Accurex B is spark arreètoraffie filter which is used for solid fuel cooking to prevent sparks from entering the duct, DW is for double wall front. The only difference between the XBDW and XXDW is simply filter type and for solid fuel we must use a different filter. Any questions please direct them to me. Sincerely, Ameer Tillman Executive Account Manager Accurex Tel: 509.430.5$26 STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 SW___ — OWNER'S CERTIFICATE: BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Tracking Non-Storm Water Waste Management and Materials BMPs Sediment Control BMPs Control BMPs Management BMPs Pollution Control BMPs C C - - • Er • .•t Best Management Practice* a E C' .2 , . . (BMP)Description-4 . !. X —a C1 fn Ij- .E -21 '- .'E .b M-a CL 41 2b2 W C/) U) Cl) (7 L. C Cl)> Cl) (/)a- Cl) . C/) 0.. 0 Q > C.) Cl) Cl) Cl) C.) Cl) C.) CASQA Designation - r co 0 ,- ,, - in o u co — r-CD '? 04 ? U) ¶ C En Cn Z Z Z Construction Activity - Grading/Soil Disturbance — - - — — — — — — — — - — — — — — Trenching/Excavation — — — — — — - - - Stockpiling — — — — — — — — — — — — — — — Drilling/Boring -- — - -- — — - — — — Concrete /Asphalt Sawcutting -- — - -- — — — — -5r — — Concrete Flatwork — - -- — — — — — - Paving -- -- — - — — — — - — — — — — — - — - - Conduit/Pipe Installation ---- -- — - — — — — - — — — — — — — — — Stucco/Mortar Work - Waste Disposal -- -- — — — — - — — — — — — — — — - — — Staging/Lay Down Area — — — — - — — — — — — — - — - — — Equipment Maintenance and Fueling — — — — — — — — — — — — — — — — Substance Use/Storage .Hazardous -- — Dewotering -- — — — - — — - — — — — — - — - Site Access Across Dirt -- - - - - - Other (list): -- — — — — — — — — — — — — — — — Instructions: Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLA11ON OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRAC110E MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE NTH CITY STORM WATER QUALITY REGULATIONS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNtR'tS)/OWNER'S AGBNT hi E (PRINT) It OWNE(OWNER'SENT NAME (SIGNATURE) DATE SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address: Assessor's Parcel Number: Emergency Contact: Name: 24 Hour Phone: Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM 0 LOW E-29 Page 1 of 1 REV 02/16 crCity of Carlsbad NONRESIDENTIAL GREEN BUILDING CODE STANDARDS MANDATORY MEASURES CERTIFICATION CHECKLIST B-52 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov fiiliform, signed and completed, and all receipts for the recycled materials shall bei submitted to the Building Inspector prior to Final Inspection.1 Site Development Mandatory 5.106.1 Storm water pollution prevention plan. For projects of one acre or less, develop a Storm Water Pollution Prevention Plan (SWPPP) that has been designed specific to its site, conforming to (x) the State Storm water NPDES Construction Permit or local ordinance, whichever is stricter, as is required for projects over one acre. The plan should cover prevention of soil loss by storm water run-off and/or wind erosion, of sedimentation and/or of dust/particulate matter air pollution. 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and 5.106.4.2; or (x) meet local ordinance, whichever is stricter. 5.106.4.1 Short-Term bicycle parking. If the project is expected to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitor's entrance, readily visible to (x) passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a minimum of one two- bike capacity rack. 5.106.4.2 Long Term bicycle parking. For buildings with over 10 tenant-occupants, provide secure bicycle parking for 5 percent of tenant-occupied motorized vehicle parking capacity, with a minimum (x) of one space. 5.106.5.2 Designated parking. Provide designated parking for any combination of low emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.3.1. (x) 5.106.8 Light pollution reduction. Comply with lighting power requirements in the California Energy Code and design interior lighting such that zero direct-beam illumination leaves the building (x) site. Meet or exceed exterior light levels and uniformity ratios for lighting zones 1-4 as defined in Chapter 10 of the California Administrative Code, using the following strategies: Shield all exterior luminaries or use cutoff luminaries (x) Contain interior lighting within each source (x) Allow no more than .01 horizontal foot candle 15ft. beyond the site (x) Contain all exterior lighting within property boundaries (x) Exception: See part 2, Chapter 12, Section 1205.6 for campus lighting requirements for parking facilities and walkways. 5.106.10 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how site grading or drainage system will (x) manage all surface water flows. Water Efficiency and Conservation Indoor Water Use 5.303,1 Meters. Separate meters shall be installed for the uses described in Sections 503.1 .1 (x) through 503.1.3. 5303.1.1 Buildings in excess of 50,000 square feet. Separate sub-meters shall be installed as follows: For each individual leased, rented, or other tenant space within the building projected to (x) consume more than 100 gal/day. For spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory or beauty salon or barber shop projected to consume more than 100 gal/day. I B-52 Page 1 of 5 Rev. 5/17 5.303.1.2 Excess consumption. Any building within a project or space within a building that is projected to consume more than 1,000 gal/day. (x) 5.303 Percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 20 percent shall be provided (Calculate (x) savings by Water Use Worksheets or utilize Table 5.303.2.3). 5.303.2.1 Multiple showerheads serving one shower. When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shall not (x) exceed the maximum flow rates specified in the 20 percent reduction column contained in Table 5.303.2.3 or the shower shall be designed to allow only one showerhead to be in operation at a time. 5.303.6 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the requirements listed As applicable for each type in items listed in Table 5.303.6. Water closets (toilets) - flushometer type (x) Water closets (toilets) - tank type (x) Urinals (x) Public lavatory faucets (x) Public metering self-closing faucets (x) Residential bathroom lavatory sink faucets (x) Residential bathroom lavatory sinks (x) Residential showerheads (x) Single shower fixtures served by more than one showerhead (x) Outdoor Water Use 5.304.1 Water Budget. A water budget shall be developed for landscaping irrigation use. (x) 5.304.2 Outdoor potable water use. For new water service, separate meters or submeters shall be installed for indoor and outdoor potable water use for landscaped areas between 1,000 and 5,000 square feet. (x) 5.304.3 Irrigation design. In new nonresidential projects with between 1,000 and 2,500 square feet of landscaped area (the level at which the MLO applies), install irrigation controllers and sensors which include the following criteria and meet manufacturer's recommendations. 5.304.1.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in response to changes in plant's needs as weather conditions change. (x) Weather based controllers without integral rain sensors or communication systems that As applicable account for local rainfall shall have separate wired or wireless rain sensors which connects or (x) communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. Construction Waste Management Plan (x) 5.408.1 Construction waste diversion. Establish a construction waste management plan or meet local ordinance, whichever is more stringent. (x) 5.408.2 Construction waste management plan. Submit plan per this section to enforcement authority within the city. 5.408.1.4 Documentation. Provide documentation of the waste management plan (see form (x) B-59) that meets the requirements listed in Section 5.408.1.1 thru 5.408.1.3 and the plan is accessible to the enforcement authority. 5.408,3 Construction waste. Recycle and/or salvage for reuse a minimum of 50 percent of nonhazardous construction and demolition debris or meet local ordinance, whichever is more stringent. (x) Exceptions: Excavated soil and land-clearing debris Alternate waste reduction methods, developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 5.408.3 Excavated soil and land clearing debris. 100 percent of trees. Stumps, rocks and I B-52 Page 2 of 5 Rev. 5/17 associated vegetation and soils resulting primarily from land clearing shall be reused or Building Maintenance and Operation 5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials (x) for recycling. 5.410.2 Commissioning. For new buildings 10,000 square feet and over, building (x) commissioning for all building systems covered by 124, Part 6, process systems and renewable energy systems shall be included in the design and construction processes of the building project. Commissioning requirements shall include items listed in Section 5.41 0.2. - 5.410.2.6 (x) 5.410.2.1 Owner's Project Requirements (OPR). Documented before the design phase of the project begins the OPR shall include items listed in Section 5.410.4. (x) 5.41 0.2.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project and updated periodically to cover the systems listed in Section 5.410.2.2. (x) 5.410.2.3 Commissioning plan. A commissioning plan describing how the project will be commissioned shall be started during the design phase of the building project and shall include items listed in Section 5.410.2.3. (x) 5.410.2.4 Functional performance testing shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the (x) approved plans and specifications. 5.410.2.5 Documentation and training. A Systems manual and systems operations training are required. (x) 5.410.2.5.1 Systems manual. The systems manual shall be delivered to the building owner or representative and facilities operator and shall include the items listed in Section 5.410.2.5.1. (x) 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall include items listed in Section 5.410.2.5.2. (x) 5.410.2.6 Commissioning report. A complete report of commissioning process activities undertaken through the design, construction and reporting recommendations for post construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for (x) buildings less than 10,000 square feet. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. (x) Systems to be included for testing and adjusting shall include, as applicable to the project, the systems listed in Section 5.410.3.2. (x) 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry best practices and applicable national standards on each system. (X) 5.410.4.3 HVAC balancing. Before a new space-conditioned system serving a building or space is operated for normal use, the system should be balanced in accordance with the procedures defined by national standards listed in Section 5.410.3.3.1. (x) 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report (x) of testing signed by the individual responsible for performing those services. maintenance instructions and copies of guaranties/warranties for each system prior to final inspection. 5.410.4.5 Operation and maintenance manual. Provide the building owner with detailed operating and maintenance manual 5.410.4.5.1 Inspection and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. B-52 Page 3 of 5 Rev. 5/17 Environmental Quality Fireplaces 5.503.1 Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace or a (x) sealed woodstove and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. As Applicable 5.503.1.1 Woodstoves. Woodstoves shall comply with US EPA Phase II emission limits. (x) Weather Resistance and Moisture Management 5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, (x) manufacturer's installation instruction instructions or local ordinance, whichever is more stringent. 5.407.2 Moisture control. Employ moisture control measured by the following methods: 5.407.2.1 Sprinklers. Prevent irrigation spray on structures. (x) 5.407.2.2 Entries and openings. Design exterior entries and openings to prevent water intrusion (x) into buildings. Pollution Control 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final start up of the heating and cooling equipment, all duct and other related air distribution (x) component openings shall be covered with tape, plastic, sheet metal or other methods to reduce the debris duct which the _amount _of _or_ _may _collect _in_ _system. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with outside and return air prior to occupancy that provides at least a MERV of 8. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6 5.504.4.1 Adhesives, sealants, caulks. Adhesives and sealants used on the project shall meet the requirements of the following standards: (x) Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits as shown in Tables 5.504.4.1 and 5.504.4.2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 Paint and coatings. Architectural paints and coatings shall comply with Table 5.504.4.3 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product- Weighted MIR limits for ROC in Section 94522 (a)(3) and other requirements, including prohibition on use of certain toxic compounds and ozone depleting substances (CCR, Title 17, Section 94520 et seq.). 5.504.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed in Section 5.504.4.4. 50504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 804.4.1. 5.504.4.5 Composite wood products. Hardwood, plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in Table 5.504.4. 5.504.4.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: Product certification and specifications Chain of custody certifications Other methods acceptable to the enforcing agency 5.504.4.6 Resilient flooring systems. Comply with the VOC emission limits defined in the 2009 (x) CHPS criteria and listed on its Low-emitting Materials List (or product registry) or certified under the _FloorScore_ program _of the _Resilient _Floor Covering Institute. I B-52 Page 4 of 5 Rev. 5/17 Indoor Moisture and Radon Control 5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of the California Building Code, Title 24 Part 2, Sections 1203 (Ventilation) Chapter 14.1. (x) Air quality and Exhaust 5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the (x) minimum requirements of Section 121 of the California Energy Code, CCR, Title 24, Part 6 and Chapter 4 of CCR, Title 8 or the applicable local code, whichever is more stringent. 5.506.2 Carbon DIOXIDE (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the (x) requirements of the latest edition of the California Energy Code, Title 24, Part 6, Section 120.1.(C) (4). Outdoor Air Quality 5.508.1 Ozone depletion and global warming reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. As 5.508.1 CFCs. Install HVAC and refrigeration equipment that does not contain CFCs. applicable 5.508.1.2 Halons. Install fire suppression equipment that does not contain Halons. (x) (x) I, as the professional responsible for this project, certify that, to the best of my knowledge, the mandatory items listed on this form have been incorporated into the project in order to comply with Title 24, Part 11 of the 2016 California Green Building Standards. All receipts for recycled materials have been attached to this form. Project Address: 7 C i... 'r&. . & 4 9 .10 0 ' Plan Check Number: COL ;X011 —066'I Print Name: D t& Signed: License Number: Date: I i B-52 Page 5 of 5 Rev. 5/17