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2628 GATEWAY RD; 135; CBC2019-0201; Permit
City of Carlsbad Commercial Permit Print Date: 12/16/2019 Permit No: CBC2019-0201 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: 2628 Gateway Rd, 135 BLDG-Commercial 2132621900 $135,605.00 Work Class: Lot #: Reference #: Construction Type: Tenant Improvement Status: Closed - Finaled Applied: 04/29/2019 Issued: 07/22/2019 Permit Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: Final Plan Check #: Inspection: 12/16/2019 12:11:47P EBULLITION BREW WORKS: 2,000 SF SHELL TO RESTAURANT + 500 SF PATIO DINING Applicant: EBULLITION BREW WORKS JESSE RICHARDSON 2449 Cades Way, Ste D Vista, CA 92081-7873 760-213-6000 BUILDING PERMIT FEE ($2000+) $753.80 BUILDING PLAN CHECK FEE (BLDG) $527.66 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE A-2 & A-3 Occupancies - TI $628.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $136.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL $86.00 PUBLIC FACILITIES FEES - inside CFD $2,468.01 5B1473 GREEN BUILDING STATE STANDARDS FEE $6.00 STRONG MOTION-COMMERCIAL $37.97 Total Fees: $4,787.44 . Total Payments To Date: $4,787.44 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 COMMERCIAL Plan CheckN12UO2O ( ( City of BUILDING PERMIT Est. Value U05 Carlsbad APPLICATION PC Deposit B-2 Date Job Address ('Z' a4- ei14f R'I4. Suite: i?S APN: Tenant Name: /(4h.( //1#,oi &6V 1A/Drk5 CT/Project #: Lot #:________ Occupancy: Construction Type: Fire SprinkIers:/ no Air Conditioning / no BRIEF DESCRIPTION OF WORK: /'ed5 7j U Addition/New: New SF and Use, ___New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) Tenant Improvement: 2. 000 SF, Existing Use ETUJ I Proposed Use ,ioç ,L. 50 SF, Existing Use None Proposed Use #PaIo U Pool/Spa: SF Additional Gas or Electrical Features? LI Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: £7s,t/(i1-ipn &ii 6)1ocks/Jce. ic24c1e: ope tit/ es Address:2q4q CAdes Lila>" Address: 9/TI City: Vici& State: CA Zip: 903 I City: SQn State:4 Zip: ?2 /2 2 Phone: 760 -21 Phone: S S2 -6ef Email: Jv!t. t1I/+/04ii'i4i,.00#zi Email:________________________________ DESIGN PROFESSIONAL Name: enri(er- Address: S 2J f',,y€/ rq' f)t. City: vih f) ie"o State: (3A Zip: Phone: Email: Jsobi#'son o.4-L j#ecfc .con Architect State License: C3p5io CONTRACTOR BUSINESS Name: CL.7-V7 Address: P.o. City: C'LiISba.t State:-CA. Zip: 2O/ Phone: lbO-T.f.941 Email: m,02 cth't- eo,nl State License: /0/3fpd/ (g) Bus. License: )1f( (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 {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.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: 0 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. O I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of tworkfwhich this permit is issued. My workers' c n,Iion ipsur ce carrier and policy number are: Insurance Cpmpa y Name: Policy No. ________ Expiration Date: o'i 7r1 O Certificate of Exemption: I certify that in the performan e of the ork 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. RNING: allure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in additi the he cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: -i i (OPTION 113 ): OWNER-BUILDER DECLARATION: 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 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). O 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 / 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): OWNER SIGNATURE: DAGENT 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? 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? 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 HARMLESSTHE CITY OF CARLSBAD AGAINSTALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAYACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMff.OSHA: An OSHA permit is EXPIRATION: Every permit issued by the Building Official by such permit is not commenced within 180 days from after the work is commenced for a period of 180 days (S APPLICANT SIGNATURE: for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. dons of this Code shall expire by limitation and become null and void if the building or work authorized permit or if the building or work authorized by such permit is suspended or abandoned at any time Code). DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcCarIsbadCa.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 04/29/2019 Owner: Work Class: Tenant Improvement Issue Date: 07/22/2019 Subdivision: Status: Closed - Finaled Expiration Date: 06/09/2020 . Address: 2628 Gateway Rd, 135 Carlsbad, CA 920091777 IVR Number: 18683 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 12/12/2019 12112/2019 BLDG-Final 113574-2019 Failed Chris Renfro Reinspection Complete Inspection 12/16/2019 12I16/2019 BLDG-Final Inspection Checklist Item COMMENTS Passed BLDG-Electrical Final Need to retest emergency lighting system, No batteries back up not installed. Double check GFCI USB combo outlets on bar top. 113826-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Electrical Final Yes BLDG-Fire Final 106605-2019 Scheduled Felix Salcedo Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No December 16, 2019 . . Page 4 of 4 Permit Type: BLDG-Commercial Application Date: 04/29/2019 Owner: Work Class: Tenant Improvement Issue Date:. 07/22/2019 Subdivision: Status: Closed - Finaled Expiration Date: 06/09/2020 Address: 2628 Gateway Rd, 135 Carlsbad, CA 92009-1777 IVR Number: 18683 Scheduled Actual Date Start Date Inspection Type . Inspection No.. Inspection Status Primary Inspector Reinspection Complete 10/09/2019 1010912019 BLDG-34 Rough 107091-2019 Passed Paul Burnette Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1012812019 10/28/2019. BLDG-85 T-Bar, 108880-2019 Passed Chris Renfro Complete Ceiling Grids, Overhead Checklist Item COMMENTS . Passed BLDG-Building Deficiency Yes BLDG-14 C Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical . Yes BLDG-44 . Yes Rough-Ducts-Dampers 10/29/2019 10/29/2019 BLDG-23 108879-2019 Passed Paul Burnette Complete Gas/Test/Repairs Checklist Item . COMMENTS . . Passed BLDG-Building Deficiency . Yes 11104/2019 11/04/2019 BLDG-Electric Meter 109712-2019 Failed Chris Renfro Reinspection Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Need to update city set of plans to reflect No addition of 60 amp sub panel on electrical single line plan. Call for reinspection BLDG-Gas Meter 109711-2019 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1110812019 11/O8I2019 BLDG-Electric Meter 110344-2019 Passed Michael Collins Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Need to update city set of plans to reflect No addition of 60 amp sub panel on electrical single line plan. Call for reinspection BLDG-Building Deficiency EMR emailed to SDGE Yes 11/22/2019 11/22/2019 BLDG-Final 111867-2019 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item • COMMENTS . Passed BLDG-Electrical Final Partial, GFCI protection at Yes Kitchen/Prep/Scullery Ok December 16, 2019 • Page 3 of 4 Permit Type: ULuLi-LommercIal Application Date: U4IIU1 uwner: Work Class: Tenant Improvement Issue Date: 07/22/2019 Subdivision: Status: Closed - Finaled Expiration Date: 06/09/2020 Address: 2628 Gateway Rd, 135 Carlsbad, CA 92009-1777 IVR Number: 18683 Scheduled Actual Start te Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Checklist Item COMMENTS Passed BLDG-Building Deficiency See card. Drywall in kitchen area only. Yes 09/12/2019 09112/2019 BLDG-18 Exterior 103896.2019 Failed Chris Renfro Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 09/13/2019 09/13/2019 BLDG-11 103897.2019 Passed Chris Renfro Complete Foundation/Ftg/Pier s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/16/2019 09/16/2019 BLDG-lB Exterior 104232-2019 Failed Chris Renfro Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 09/17/2019 09/17/2019 13LDG-18 Exterior 104437.2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall throughout complete Yes 09/25/2019 09/25/2019 BLDG-18 Exterior 105393-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall partial on lid drops Yes BLDG-44 105359.2019 Failed Chris Renfro Reinspection Complete Rough/Ducts/bampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Smoke test not ready No 09/26/2019 09/26/2019 BLDG-44 105552-2019 Passed Chris Renfro Complete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Smoke test, Ok to wrap Yes 10/08/2019 10/08/2019 BLDG-34 Rough 106846.2019 Failed Paul Burnette Reinspection Complete Electrical Checklist Item COMMENTS Passed -. BLDG-Building Deficiency No December 16, 2019 Page 2 of 4 Permit Type: BLDG-Commercial Application Date: 04/29/2019 Owner: Work Class: Tenant Improvement • Issue Date: 07/22/2019 Subdivision: Status: Closed - Finaled Expiration Date: 06/09/2020 Address: 2628 Gateway Rd, 135 Carlsbad, CA 92009-1777 IVR Number: 18683 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 07/23/2019 07/2312019 BLDG-21 098388-2019 Passed Paul Burhette Complete UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/26/2019 07126/2019 BLDG-66 Grout 098863-2019 Failed Paul Burnette Reinspection' Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 07I29/2019 07129/2019 BLDG-Il 098972-2019 Passed Paul Burnette Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency - Yes 08/21/2019 08/2112019 BLDG-44 101418-2019 Partial Pass Paul Burnette Reinspection Incomplete RoughlDucts!Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/28/2019 08/2812019 BLDG-li 102378-2019 Cancelled Paul Burnette Reinspection Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No r 0812912019 08/29/2019 BLDG-11 102516-2019 Failed Paul Burnette Reinspection Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0813012019 08/30/2019 BLDG-11 102704-2019 Passed Paul York Complete FoundationlFtg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior 102703-2019 Passed Paul York Complete Lath/Drywall Checklist Item COMMENTS • Passed BLDG-Building Deficiency Yes 09/11/2019 09/11/2019 BLDG-18 Exterior 103747-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall December 16, 2019 Page 1 of 4 In LL BEFORE Q9.jBrn FOR NEXT WORK DAY INSPECTION 1 2132621900 Poll C.) El FOR BUIrsQIfgG INSPECTION CALL: 760-602-2725 t 4/29/2019 ORGO TO: &.wCarIthad ca. goy,Buflding AND CLICK ON Inspection- CBC20I9-0201 — DATE; 2J..- IL Io If "YES" Is checked below that Division's approval Is required ollor to requesting a Final Building inspection. if you have any questions signed fax to z please Call the applicable divisions at the phone numbers provided below. After all required approvals are off- 760-602-8560, email to bidginspections@carl5bapr or _,IgQy bring In a COPY of this card to: 1635 Faraday Ave., Car Isbad. For Inspection times or to spoik to an Inspector call 760-602-2700 oetw~ep YES NO IF MARKED YES. IT IS REQUIRED PRIOR TO ANY CONSTRUCTION 1 Date Inspector Note 00 - STORM WATER PRECON MEETING REQUIRED 760402.2725 Allow 24 hours V or CARD IF MARKED YES, APPROVAL. REQUIRED PRIOR TO REQUESTING BUILDING FINAL Fire Prevention 760.6024660 Allow 48 hours Planning/Landscape 760-9 S463 Allow 48hours CM&l (Englneedng inspcctlom) 160430.3891 Call before 2 pm " Type of Inspection Type of InspectIon coo ____ _________ r..:luIIMlI( Date Inspector ]uiiE.1I Date Inspector 31 0 ELECTRIC UNDERGROUND 0 UFER 6 411 FOUNDATION iu1i #12 REINFORCED STEEL #34 RouçH ELECTRIC /EVCHARGER #86 MASONRYPRE GROUT 4332LEC SERVICE 032D1EMPORARY - 0 GROUT 0 WALL DRAINS #38 PHOTOVOLTAIC #10 TILT PANELS #38 SIGNS 911 POURSTRIPS BLDG- FINAL #11 COLUMN FOOTINGS Date Inspector #14 SUBFRAME Ofl.00R OCEIUNG #41 UNDERGROUND DUCTS&PIPING #15 ROOFSHEATHING ODUCT&PLENUM OREF.PIPING .1 #13 EXT. SHEAR PANELS 943 HEAT-AIR COND. SYSTEMS #16 INSULATION ___________ BLDG-FINAL #18 EXTERIOR LATH ___________ Date Inspector 017 INTERIOR LATH &DRYWALL #81 UNDERGROUND (11,22,21.311 BLDG-FINAL _________ #82 DRYWAU.,EXT LATH, GAS TES (17.iB,23) MI1TAL It Date Inspector #83 ROOFSHEATINO, EXTSHEAR (13,15) #22 a SEWER & BVCO ID PL/CO __________ #84 FRAME ROUGH COMBO (14,24,34,44) ____ -REQE0C #21 UNDERGROUND DWASTE a wm 7-Z3-t f #85 T-Bar(14,24.34,44) 2 BLDG. FINAL OCCUPANCY I ___ __________ I;i Date I Inspector HYDRO #27 TU?4'HOWER PANr #24 TOPOU1-0 WASTE .WTR _________~ UNDER GRROOUUNND #23 GAS1EST IAS PIPING ii/'ft D VISUAL mAnn litAtco 01MeN910N OF THE AREA SERVED ACTUAL DIMENSION a 68'-611 x ti • 23' MINIMUM ACTUAL SEPARATION OF EXITS • — RECORD. COPY Cl,, o CBC20I9-0201 ISTAURANT 28 GATEWAY RD Building Div CARLSBAD INSPECTION RECORD ULLITION6REWWORKS2.O00SFSHELLTO kjo El INSPECTION RECORD CARD WITH APPROVED I + 500 SF PATIO DINING PLANS MUST BE KEPT ON THE JOB BLDG-FINAL i Date ,mouiu WIRING _______ ________________ ., - F/AFINAL 't-f &eC1) DOSED JIPOTENTIAL BOND FIXED E)(TINGUISHING SYSTEM ROUGH-IN EPLASTER/ FENCE/ALARMS FIXED EXI1NG SYSTEM HYDROSTATIC TEST - OF i lUTE .2 FIXED EXTINGUISHING SYSTEM FINAL L)27(1C AL MEDICAL GAS PRESSURE TEST .SS MEDICALGAS FINAL PLAI SEE MCK FOR %PCCIAI.NOTES Li I- o il A40( kT5 EsGul A SAFEbulif Company DATE: 6/21/2019 0 APPLICANT 0 JURIS. JURISDICTION: 'Carlsbad PLAN CHECK #.: CBC2019-0201 SET: II PROJECT ADDRESS: 2628 Gateway Rd., Suite 135 PROJECT NAME: EBULLITION BREW WORKS TI 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 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. E 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: 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: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: Please have inspector field verify one hour demising wall and also limited cxombustibte wall behind hood during inspections. By: Jason Pasiut Enclosures: EsGil 6/10/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGilv A SAFEbuitt'Company DATE: May 9, 2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0201 SET: I PROJECT ADDRESS: 2628 Gateway Rd., Suite 135 PROJECT NAME: EBULLITION BREW WORKS TI O APPLICANT O JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. E 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. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Jesse Richardson LI 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: Jesse Richardson Telephone #: 760-213-6000 Date contacted: (by: ) Email: jesseEbullitionBrew.com Mail Telephone Fax In Person LII REMARKS: By: Kurt Culver Enclosures: EsGil 4/30/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0201 May 9, 2019 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS JURISDICTION: Carlsbad USE: Beer Tasting ACTUAL AREA: 1947 STORIES: 1 HEIGHT: n/c OCCUPANT LOAD: -65 DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/30/19 PLAN REVIEWER: Kurt Culver PLAN CHECK #.: CBC2019-0201 OCCUPANCY: A2 TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: To be determined SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/29/19 DATE INITIAL PLAN REVIEW COMPLETED: May 9, 2019 FOREWORD (PLEASE READ): 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. Carlsbad CBC2019-020 1 May 9, 2019 [DO NOT PAY — THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0201 PREPARED BY: Kurt Culver DATE: May 9, 2019 BUILDING ADDRESS: 2628 Gateway Rd., Suite 135 BUILDING OCCUPANCY: A2 BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier TI Reg. Mod. VALUE ($) 135,605 Air Conditioning Fire Sprinklers TOTAL VALUE 135,605 Jurisdiction Code cb By Ordinance 1997 UBC Building Permit Fee v 1997 UBC Plan Check Fee [VI Type of Review: Repetitive Fee Repeats 21 Complete Review LI Other LI Hourly EsGil Fee Structural Only I $459.851 Comments: Sheet 1 of 1 Carlsbad CBC20 19-0201 May 9, 2019 GENERAL 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: I. 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. 2. 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. Each sheet of the plans must be signed by the person responsible for their preparation. California State Law. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) (The "M Occupancy" noted on sheet T1.0 is incorrect.) 4. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. IEBC Section 407. Please provide an Allowable Floor Area Analysis for the ENTIRE building. Additionally, the triangular roof addition (fabric) must be reported as area. 5. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1010.1.10. 6. All gates within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1010.1.10 and 1010.2. 7. Please provide listing information for the outdoor fire pit and fireplace, to verify clearance to combustibles and overhead protection. If this is an unlisted appliance, it cannot be installed beneath a combustible overhead. CIVIC Section 921.0. Carlsbad CBC20 19-0201 May 9, 2019 ADDITIONAL Submit structural calculations. Please see below for MEP corrections. 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: IJ Yes D 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 Kurt Culver at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants. Note: This is not an M occupancy. This is an A occupancy with portions of B (i.e. the office and kitchen area). Make sure to factor in the patio area square footage. Please correct the title block on sheet P2.1. The floor plan is not for waste and vent. Please review the prosed vent sizing for the entire building. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross-sectional area of the largest waste pipe in the drainage system (in this case 4" waste pipe). Note: The cross- sectional area of a 4" diameter waste pipe is 12.57". The cross-sectional area of 2" diameter vent pipe is 3.14". CMC 904.1 Please show the required wall cleanout above the urinal in the waste and vent riser on sheet P3.1. Carlsbad CBC2019-0201 May 9, 2019 For the waste and vent riser on sheet P3.1 (detail #2), please show the size of all waste pipes including the waste pipes to each fixture. For the waste and vent riser on sheet P3.1 (detail #2), a horizontal 3" vent is shown downsizing to a 2" vents. Common vents cannot downsize as more individual vents are added. Please correct. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix W. Note: An approved pressure regulator is required where the static water pressure from the water supply piping exceeds 80 psi. Please address. CPC 608.2 Please correct Plumbing Plan Check Note B on sheet P0.1. The maximum GPF is 0.125, not 0.5. All domestic hot water piping to have the following minimum insulation installed: 1/2" pipe (1/2" insulation); 3h" pipe (1" insulation); 1"-1 1/2" pipe (1 1/2" insulation). CPC 609.11 & ES 150.00) Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1212.8. Provide the following information concerning the water heater: Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 509.0 12. For the hot water recirculating loop system, please detail the following: The installation of-an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Show the required pump isolation valves for the recirculation pump per Energy Standard 110.3(c) MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Please correct keynote #3 on sheet MI.2. It references the bathroom exhaust, not the grease hood exhaust. Please provide the manufacture's installation instructions for the outdoor fireplace under the patio cover upon next submittal. Carlsbad CBC20 19-020 1 May 9, 2019 Please specify if the keg cooler is pre-existing or under this permit. If under this permit, please provide calculations that show compliance with CMC 1104.2 "Refrigerant Concentration Limit" for the worst-case concentration/area scenario (i.e. please see CMC Table 1102.2 for allowable quantities). Please place the required hood fire suppression system within the deferred items on the title sheet. Complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II are required. Please address the following. Provide exhaust sizing calculations for kitchen hoods. CMC 508.10.1.1 Show the required replacement air for each kitchen hood. Include an air balance schedule. CMC 511.3 Provide grease duct air velocity calculations. (Minimum 500 fpm, Maximum 2,500 fpm) CMC 511.2. If not installed interior of an enclosure, then provide a section detail for the hood showing the relative dimensioned locations for the hood, duct, ceiling, and overhead construction framing of the floor or ceiling detailing minimum clearances. Be sure to describe the construction materials (combustible, limited combustible or non-combustible) used adjacent to the hood and duct. CMC 507.3 Describe the wall construction behind the hood in detail. If combustible, provide the hood installation instructions allowing installation adjacent to combustibles or include detailing of the clearance reduction design on the plans' 507.3 18. Regarding required cleanouts for horizontal and vertical grease ducts, please address the following items per CMC 510.3.3: Please show a cleanout out at any change in direction for all horizontal grease ducts. Horizontal ducts require at least one 20" X 20" opening for personnel entry. Please address. Note: If access sizing (20" X 20") is not possible, cleanouts are required to be installed every 12'. If the duct is not accessible from a 10' stepladder, a platform is required. Please detail. CMC 510.3.3.2 Vertical grease ducts require an access at the top. Please detail. If personnel entry is not possible, a cleanout at each floor level for vertical grease ducts. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad CBC2019-020 1 May 9, 2019 ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 19. Provide the following information on the single line diagram. For fault current mitigation, describe the electrical distribution equipment design as "engineered", "fully rated" or "series rated". Include the AIC specification rating of overcurrent devices throughout the system. Please describe the transformer grounding electrode system design: The electrode conductor sizing and the electrodes description. CEC 250.30(A)(4) Panelboards located on the secondary side of transformers require "Main" protection. Plese provide within 25' of the transformer. CEC 408.36 Please provide transformer clearances required by CEC 450.21. Please coordinate with mechanical plans for electrical dedicated space 14" duct work installations above the main service and pipe works above and besides the 45 KVA transformer in plumbing plans. CEC 110.26 (E) Out swinging door(s) equipped with panic hardware are required for access doors for rooms containing electrical equipment rated 800 amperes or more. Revise the architectural design and door schedule. CECII0.26(C)(3). Emergency illumination is required to be installed in electrical equipment rooms. Please provide. CBC 1008.3.3 CEC 700.16 Please provide lighting design for the exterior patio areas. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 Please verify receptacle outlets in bar, kitchen (see lowboy table installed outlet) and areas within 6' of a sink are GFI. CEC 210.8 Please include interlocking of kitchen hood EF and SF as per mechanical plan requirements. Please verify stove electrical power requirements and other plumbing schedule electrical run equipment with the plumbing plans. These items are not specified on the plumbing equipment schedule P0.1. Carlsbad CBC2019-020 1 May 9, 2019 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Instantaneous water heaters (rating greater than 2 kW) shall have isolation valves and hose bibs installed on both the cold-water supply and hot water output piping. ES 110.3 Hot water recirculating loop systems requirements: Detail the following: (See ES 110.3 for specifics) 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. Pump isolation valves 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.) Local controLof lighting must be in the same room or area and controlled by a readily accessible switch. Different lighting systems (general, display,track, etc). shall be separately controlled from one another. Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. Automatic time switch control requires a 2 hour override. ES 130.1(c) Lighting installed in corridors shall be controlled by occupant sensing controls that separately reduce the lighting power by at least 50% when the space is unoccupied. ES 130.1c (6) C. Generally, automatic daylighting control with multilevel lighting ability is required for general lighting in daylit zones. Please provide the locations and control design. ES 130.1(d) Be sure to review the following two exceptions for project applicability: Rooms that do not require automatic daylighting: Rooms with no more than 120 watts of lighting in the skylit and primary sidelit zones combined. Rooms with less than 24 square feet of glazing. 37. The disaggregation of electrical loads (separation of circuiting by category) per Table 130.5-B Energy Standards is required. Review and submit a revised electrical system design. (Note: 10% of any separated load may be any category of branch circuit) Carlsbad CBC20 19-0201 May 9, 2019 All exterior lighting must be controlled by a photocell and an automatic scheduling control device. EM 130.2(c) Outdoor lighting mounted 24 feet or less above grade shall be controlled per 1,500 watt max grouping with automatic controls capable of turning off, reducing the lighting level when vacated, and turning on the fixture when the area becomes occupied. Detail the lighting control design. If this newly constructed building includes a parking design of over 10 spaces compliance with Table 5.106.5.3.3 is necessary. Provide the following design requirements for the city of Carlsbad new ordinance: Installaled EV charging stations, power design. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti mbeheshtkesgil.com OR at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. End LOVELACE RECEIVED ENGINEERI NG IF41 Structural Engineering Services JUN 0 6 2019 CITY OF CARLSBAD BUILDING DiVi3jo;,j STRUCTURAL CALCULATIONS DATE: MARCH 18,2019 PROJECT: EBULLITION BRE WORKS COVER 2629 GATEWAY ROAD CARLSBAD, CA 92009 ARCHITECT: JENNIFER ROBINSON ARCHITECTS 8218 ROYAL GORGE DRIVE- SAN DIEGO, CA 92119 JOB: 119130 858.535.9111 fax 858.535.1989 • www.lovelaceeng.com 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 CBc To(f -wf 17 LOVELACE I ENGINEERING Structural Engineering Services 1 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com JOB t I VO - .VJLL 110p4 SHEET NO. -IOF - CALCULATED BY F.DA. DATE CHECKED BY DATE____________________ SCALE TABLEOFCONTENTS SUBJECT SWEET DESIGN CRITERIA ......................................................................................................................DC-I DESIGN LOADS ...................... ................................................................................................. . ... DL-I VERTICAL ANALYSIS/DESIGN ........................... ................. . ........... LATERAL ANALYSIS/DESIGN ...................................................................................................... FOUNDATIONS / RETAINING WALLS ........................................................................................... STRUCTURAL NOTES / SCHEDULES / DETAILS (WHERE AFLICALE) ...............................t4 TOTAL /v( 1-1 LOVELACE I I ENGINEERING I Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com SCALE DESIGN CRITERIA GOVERNING CODE: CC 2016 CONCRETE: ACI 318-14 rc=2500 psi, NO SPECIAL INSPECTION REQ'D. (UN..0) MASONRY: ThiS 402-13 / ACI 530-13 MEDIUM WEIGHT, ASTM CO3 f'm= 1500 psi, SPECIAL INSP. REQ'D MORTAR: ASTM d210, £c 1800 psi, TYPE 5 GROUT: ASTM C416, f"c:2000 psi REINFORCING STEEL: ASTM A615, Fq= 40ks1 FOR 10 4 AND SMALLER ASTM A615, Fy: 6Oksl FOR • 5 AND LAER (UIW) STRUCTURAL STEEL: AISC 360-10, 14TH EDITION A5T1I A512, Fq= 50 k.si (STEEL SHAPES) UN.O. ASTM ASOO, GRADE 5, Fy= 46ks1 (STRUCTURAL TUBE) ASTM A53, GRADE 5, Fq= 35ksi (STRUCTURAL PIPE) ASTM A36, F= 36 kel (PLATES) BOLTING: A301, SINGLE PLATE SHEAR CONN.. A325-N, A4O-N HIGH STRENGTH, SINGLE PLATE SHEAR CONN. WELDING: E10)O< SERIES-TYP., E0 SERIES FOR A61E GRADE 60 RESAR SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO i-lAY! CONTINUOUS SPECIAL INSPECTION. WOOD: NDS-15 GLULAMS: DOUGLAS FIR LARCH 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-VS FOR CANTILEVER CONDITION SOIL: ALLOWABLE SEARING PRESSURE (oO pef ACTIVE SOIL PRESSURE per AT-REST SOIL PRESSURE (RESTRAINED) - pcf PASSIVE SOIL PRESSURE pc.f LATERAL EARTHQUAKE PRESSURE - pct COEFFICIENT OF FRICTION - EXI5TING NATURAL SOIL PER CSC TABLE 18062 SOILS REPORT BY: PROJECT NUMBER: DATED: nI LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaoeeng.com JOB SHEET NO. DL - I OF - CALCULATED BY DATE CHECKED BY DATE SCALE DESIGN LOADS Poor- DEAL) LOAD: ROOFING c' ____________ ...............................Ø.c per SHEATHING .................................................. RAFTER/CEILING JOISTS OR TRUSSES ....................... 3.5 INSULATION ................................................. DRYWALL .................................................. ztr OTHER (ELEC., MECI-L, MISC.) ............................... ..- q.c (SrS.SL TOTAL DEAD LOAD: 14 .0 per LIVE LOAD: (ROOF USE PER lC TABLE 101J) '2-0.0 per TOTAL LOAD; 2, 0.0 par FLOOR DECK/107 DEAD LOAD: / FLOORING ( ) ..........V............4.0 per LT. WEIGHT CONCRETE ............/.................0 d SHEATHING ................................................2.0 JOISTS .............................,/....................I DRYWALL.................................................2.5 m OTHER (ELEC., MECH., MISC.) ,' ..............................2.0 A .0 TOTAL DEAD LOAD: / .0 pJ .0 per LIVE LOAD: (RESIDENJAL USE PER IC TA8LE 1601.1) 40.0 or .0 per TOTAL LOAD: / per .0 per EXTERIOR W41L STUDS..................../...................Lo par DRYWALL ................/......................2.5 INSULATION ............/............. ............ lb EXTERIOR FINIS-1 (• ) . /............................0 OTHER (MISC.) ............../.............................10 TOTAL LOAD; / .0 per INTERIOR WALL STUDS .................................1.0 per DRYWALL........................./.........................5.0 OTHER (MISC) ......../...........................10 TOTAL LOAD: / 10 per MARK: c-e SPAN: I- Ni c: i.) GRID LINE: =p (pit) L: Lr. N2 Docs''j q z p (pit) L: Lr. W3 Do = P (pit) L: Lrl L PIP: p (i) L: = Lr, I. P2P= (Ib6)L: = Lr1 USE: 445' C' ' ' SI!: OR I O FULL SPAN UNIFORM LOAD 1' Maximum Reactrene (Ibe) D I L l;c 2*eo 11 acp 2.2-eQ RI: Rr LOVELACE ______________________ JOB______________________________________________________________ ENGINEERING SHEET NO. ..j' Structural Engineering Services CALCULATED BY 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 CHECKED BY phone 858.535.9111 • fax 858.535.1989 • www. lovelaceeng.com SCALE VERTICAL ANALYSIS / DESIGN LEVEL: 2-cf MEM5ERS: _t SAM S ISEE COPE CHECK CALCULATIONS THAT FOLLOW I DATE 0 FULL SPAN UNIFORM LOAD MARK: tt-.ti SPAN: 151 FT. GRID LINE: = P (pit) L: = Lr. I- W2 0 = p (pfr) L: Lr, I. W3 Do P (pif) L: = Lr. L P1 Do = I, (i) L: Lr, L P2P: P (lbb) L: Lr, L USE: ;-Vs' ' W&' OR MARK: SPAN: FT. IP LINE: NIP: = p (pit) L: L.r, L W2 Do P (pit) Lz Lr, L W3 Do P (pit) L: = Lr. I - PiP: P (Ib6)L: = Lr, P2 Do P (Ibb) L: Ir, L USE: OR I 1' 'I. Maximum Ractrene (II,e) P Lr L RI Rr Re = 0 FULL SPAN UNIFORM LOAD 1• •1 Maximum RactIone (Iba) P Lr L RI: Rr Re: Lovelace Engineering, Inc. Project Title: EBULLITION 5930 Cornerstone Court W. Suite 100 Engineer: FDA San Diego, CA 92121 Project ID: J19130 858.535.9111 Project Descr: File BRW0RKSCALCSU19130éc6. Multiple Simple Beam Software copynght ENERCALC INC 1983 2018 BuIld 10 18 1230 Description: ROOF BEAMS Steel Beam Design (RB-I] Calculations per STEEL Section: HSS6x6x3!8, Fully Unbraced Using Allowable Strength Design with IBC 2015 Load Combinations, Major Axis, Bending Fy = 46.0 ksi E = 29,000.0 ksi Applied Loads Unif Load: D O.180->0.090, Lr = 0.360-'O.180 k!ft, 0.0 to 18.0 ft Design Summary Max fblFbRatio = 0.454:1 Mu: Applied 16.453 k-ft at 8.520 ft in Span # I Mn I Omega: Allow 36.267 k-ft Load Comb: +D+Lr+H Max fv/FvRatio = 0.071: 1 Vu : Applied 4.050 k at 0.000 ft in Span # I Vn/ Omega: Allow 57.137k Load Comb: +D+Lr+H RA.... II, fl I I A W eupport '' Left 1.35 2.70 Transient Downward 0.560 in Total Downward 0.840 in Right Support 1.08 2.16 Ratio 385 257 LC: Lr Only LC: +D+Lr+H Transient Upward 0.000 In Total Upward 0.000 In Ratio 9999 Ratio 9999 LC: LC: Steel Beam Design (RB 2] Calculations per STEEL Section: KSS6x6x3I8, Fully Unbraced Using Allowable Strength Design with IBC 2015 Load Combinations, Major Axis Bending Fy = 46.0 ksi E = 29,000.0 ksi Applied Loads Unit Load: 0 = 0.070, Lr = 0.140 klft, Tnb= 1.0 ft Design Summary Max fb/Fb Ratio = 0.471: 1 Mu : Applied 17.069 k-ft at 12.750 ft in Span # I Mn! Omega: Allow 36.267 k-ft Load Comb: +D+Lr+H Max fv/FvRatio = 0.047: 1 Vu : Applied 2.678 k at 0.000 ft in Span # I Vn / Omega : Allow 57.137k Load Comb: +D+Lr+H RA 0- 11'h ri I I W IVIC?. flCUISUUI IC . = .. -- Left Support 0.89 1.79 Transient Downward 1.169 In Total Downward 1.753 in Right Support 0.89 1.79 Ratio 261 <360 174 <180 LC: Lr Only LC: +D+Lr+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Lovelace Engineering, Inc. 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121 858.535.9111 -------- - I Project Title: EBULLITION Engineer: FDA Project ID: J19130 Project Descr: \j. . File = L:\DatatProjects\19U1913O - EBULLON BREW W0RKSCALCSU1913O.ec6 Multiple Simple Beam Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.30 Steel Beam Design : [RB-2] Calculation's per STEEL Section: HSS6x6x3l8, Fully Unbraced Using Allowable Strength Design with IBC 2015 Load Combinations, Major Axis Bending Fy = 46.0 ksi E = 29,000.0 ksi Applied Loads Unif Load: D = 0.070 k/ft. Tnb= 1.0 ft DesiQn Summary Max fblFb Ratio = 0.157:1 Mu: Applied 5.690 k-ft at 12.750 ft in Span # I Mn / Omega: Allow 36.267 k-ft Load Comb: +D+H Max fv/FvRatio = 0.016: 1 Vu : Applied 0.8925 k at 0.000 ft in Span # I Vn / Omega: Allow 57.137k Load Comb: +D+H II fl I I. W Max A FWø4JUIID I%J Left Support 0.89 Transient Downward 0.000 in Total Downward 0.584 in Right Support 0.89 Ratio 9999 523 LC: LC: +D+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: I LOVELACE EBULLITION F.D.A. I L ENGINEERING iRA 3/13/2019 I I SftimrsJ 19SWvIC$S 119130 Page:L4 I SEISMIC WEIGHT Level 1 Roof Typical Plate Ht. (ft.) 12 Flomønt TunP flpid Ind incfl Arpa Icfl Woliiht Diaphragm ROOF . IO 520. 5200 Diaphragm . . •. . 0 Diaphragm .• . . .' . •... 0 Dead Load (psf) Length (ft.) Weight Wall EXTERIOR 10 4 480 Wall . 1.. . •. : . 0 Wall . . . . •.. .. _______ Dead Load (lbs.) Weight Misc./ Concentrated . .... . . I. I I Total Weight (lbs.) 5680 I Seismic Weight (lbs.) 5449 LOVELACE EBULLITION F.D.A. ENGINEERING iRA 3/13/2019 Structural Engineering SerVices 119130 Page: t 4/ I SEISMIC BASE SHEAR Period Calculation Overall Ht. System Ct x 12 Ail Other Systems 9.02 0.8 Ta 0.146s TL= 8s Base Shear System R Omega Cd Wood Shear Walls 1.25 1.25 1.25, 1.0 SDS =[ . 7752 Cs = 0.602 SD1= 0.429 =:__.:.__i W= 5.44k V = C3W V= 3.27k Total Base Shear Vertical Distribution per ASCE 7, Fig. 22-12 ASCE 712.8.1.1 hk F = C,,V cvx = Level ht. (ft.) wx (lbs.) hx k wx*hxk Cvx Fx 1 12 5440 12 1 65280 1 3.3 12 ft. 65280 _ OSHPD J19130 - EBULLITION COVER 2629 Gateway Rd, Carlsbad, CA 92009, USA Latitude, Longitude: 33.1266131, -117.25465980000001 ..9..sheH: Board & Brew - - .........................:. . -Bressi Ranch St Discovery Rd..' I Trader Joe's 9stater Bros Markets Ingleton Ave 0 Unleashed by Petco . . Brsänch I .....• : Z Town Garden Rd - GaboPark T9puay Park G pog e ..... .... .. .7 .. . ... . . ... -. . Map data 02019 Google Dab 3113P2019. 7:17:04 PM Design Code Reference Document IBC-2015 Risk Category ii Site Class 0- StIff Soil Type Value Description S8 1.04 MCER ground motion. (for 0.2 second period) I s, 0.403 MCER ground motion. (for 1.08 period) SMS 1.127 Site-modIfied spectral acceleration value SMI 0.644 Site-modified spectral acceleration value Sos 0.752 Numeric seismic design value at 0.2 second SA S01 0.429 Numeric seismic design value at 1.0 second SA Type Value Description SOC 0 Seismic design category Fe 1.084 Site amplification factor at 0.2 second Fv 1.597 Site amplIfIcation factor at 1.0 second PGA 0.398 MCE0 peak ground acceleration FPGA 1.102 Site ampiiflcation factor atPGA PGAM 0.438 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.04 ProbabilIstic risk-targeted ground motion. (0.2 second) SsUH 1.054 Factored unlIorm.hazard (2% probability of exceedance in 50 years) spectral acceleration SaD 1.5 Factored deterministic acceleration value. (0.2 second) SIRT 0.403 probabilistic risk-targeted ground motion. (1.0 second) SIUH 0.387 Factored unllbnmhazard (2% probability of exceedance in 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.6 Factored deterministic acceleration value. (Peak Ground Acceleration) C98 0.987 Mapped value of the risk coellldent at short periods CR1 1.041 Mapped value of the risk coefficient at a period oi19 LOVELACE ENGINEERING PROJECT: EBULLITION . PAGE: t1M Tn CLIENT: JRA DESIGN BY: F.D.A. SIrudwelEiTg I [E-1 JOB NO.: .J19130. . DATE: . REVIEW BY: on INPUT DATA Exposure category (B. Cot D, ASCE 7-10 26.7.3) Importance factor (ASCE 7-10 Table 1.5-2) Basic wind speed (ASCE 7-10 26.5.1 or 2015 IBC) Topographic factor (ASCE 7.10 26.8 & Table 26.8-1) Building height to cave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) l = 1.00 for all Category V=.110 mph 1' Flat h=.•12 ft hr . 121 it L=. 36.. it B=..19..ft A=4. ft2 DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length. B, face Max total horizontal torsional load ANALYSIS Velocity pressure 7.24 kips. SO level (LRFD level), Typ. 4.08 kips 34.31 ft-kips qh = 0.00256 Kh Kt KdV2 = 22.38 psi where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height. h, (Tab. 28.3-1. pg 299) 0.85 Kd = wind directionality factor. (Tab. 26.6-1, for building. page 250) = 0.85 h = mean roof height 12.00 ft 60 it, [Satisfactory] (ASCE 7-10 26.2.1) ,c Min (L, B). (Satisfactory] (ASCE 7-10 26.2.2) Design pressures for MWFRS p = qh ((G C 1 HG Cpi )J where: p = pressure in appropriate zone. (Eq. 28.4-1 • page 298).. Pmin = 16 psI (ASCE 7.10 28.4.4) G C,,1 = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1. page 300 & 301) G C,,, = product of gust effect factor and internal pressure coefflclent.(Tab. 26.11-1, Enclosed Building. page 258) = 0.18 or -0.18 a = width of edge sttips. Fig 28.4-1, note 9, page 301. MAX[ MlN(0.IB. 0.1L 0.4h). MIN(0.048, 0.04L), 31 = 3.00 ft Net Pressures (psf), Basic Load Cases Net Pressures (psf), Torsional Load Cases _Roof an 3leO = 0.00 Net Pressure with Surface (+GC,,,) (-GC,,,) IT 0.40 1.23 3.25 2T -0.69 -4.87 -2.85 3T -0.37 -3.08 -1.06 4T -0.29 -2.63 -0.62 Roof an ilee = 0.00 CPf Net Pressure with Surface (+GC,,,) (GC,,1) ST 0.40 1.23 3.25 6T -0.29 -2.63 -0.62 Roof angle e = 0.00 Roof anrle 6 = 0.00 G Cpf Net Pressure with G CPI Net Pressure with Surface (+GC,,,) (-GC,,,) (+GC,,,) (-GC,) 1 0.40 4.92 12.98 -0.45 -14.10 -6.04 2 -0.69 -19.47 -11.41 -0.69 -19.47 -11.41 3 -0.37 -12.31 -4.25 -0.37 -12.31 -4.25 4 -0.29 -10.52 -2.46 -0.45 -14.10 -6.04 5 0.40 4.92 12.98 6 . -0.29 -10.52 -2.46 IE 0.61 9.62 17.68 -0.48 -14.77 -6.71 2E -1.07 -27.98 -19.92 -1.07 -27.98 -19.92 3E -0.53 -15.89 -7.83 -0.53 -15.89 -7.83 4E 0.43 -13.65 -5.60 -0.48 -14.77 -6.71 5E 0.61 9.62 17.68 6E -0.43 1 -13.65 1 -8.60 3E 22E 3 SE ST 6T\\441 a 2 SE 5 IT I ST IE 55 RPD1ENCE cORIDt IE 1 VINDOlaCleN RCENCE NON REFERENCE RPENENTC So ales aescree WIND OLNECTION 2o WIND DIRECININ Load Case A (Transverse) Load Case B (Longitudinal) Load Case A (Transverse) Load Case B (Longitudinal) Basic Load Case A (Transverse Direction) Basic Load Case B (Longitudinal Direction) Area Pressure (k) with Surface (f2) (+GC51) (-GC 1) 1 360 1.77 4.67 2 285 -5.55 -3.25 3 285 -3.51 -1.21 4 360 -3.79 -0.89 1 72 0.69 1.27 2E 57 -1.59 -1.14 3E 57 -0.91 -0.45 4E 72 -0.98 -0.40 Horiz. 7.24 7.24 Vert. -11.56 '-6.05 Mm. wind Horiz. 6.91 6.91 28.4.4 Vert. -10.94 -10.94 Area Pressure M with Surface (it2) (+GC 1) (-GC51) 2 285 -5.55 -3.25 3 285 -3.51 -1.21 5 156 0.77 2.02 6 156 -1.64 -0.38 2E 57 -1.59 -1.14 3E 57 -0.91 -0.45 5E 72 0.69 1.27 6E 72 -0.98 1 -0.40 Horiz. 4.08 4.08 Vert. -9.35 -3.59 Mm. wind Horiz. 3.65 3.65 28.4.4 Vert. -10.94 -10.94 Torsional load Case A (Transverse Direction) Torslona Load Case B (Lonc' tudinal Direction) Area Pressure 'k) with Torsion (111-k) Surface ft2 (+GC,,1) (-GC 1) (+GC 1) (-CC51) 1 144 0.71 1.87 5 14 2 - 114 -2.22 -1.30 0 0 3 114 -1.40 -0.48 0 0 4 144 -1.51 -0.35 11 3 1 72 0.69 1.27 10 19 2E 57 -1.59 -1.14 0 0 3E 57 -0.91 -0.45 0 0 4E 72 -0.98 -0.40 15 6 IT 216 0.27 0.70 -2 -6 2T 171 -0.83 -0.49 0 0 3T 171 -0.53 -0.18 0 0 4T 216 1 -0.57 -0.13 -5 -1 Total Horiz. Torsional Load, M1 34 34 Surface Area Pressur' (k) with Torsinnja_. (+Gc51) (-CC51) (+GC5 ) (-GC,,) 8') 2 285 -5.55 -3.25 0 0 3 285 -3.51 -1.21 0 0 5 42 0.21 0.55 1 2 6 42 -0.44 -0.10 1 0 2E 57 -1.59 -1.14 0 0 3E 57 -0.91 -0.45 0 0 5E 72 0.69 1.27 6 10 6E 72 -0.98 -0.40 8 3 5T 114 0.14 0.37 -1 -2 6T 114 1 -0.30 1 -0.07 -1 0 Total Horiz. Torsional Load, MT 13.4 13.4 Design pressures for components and cladding L-1_1_2.2J LI243- I I ii p = q[ (C C) - (G C51)) 2 -- 11 1 ,..I.., 121 l55I __ where: p = pressure on component. (Eq. 30.4-1. pg 318) L 1 2 12 I I : II Ii III II II II Pmin = 16.00 psf (ASCE 7-10 30.2.2) GC= external pressure coefficient. Walls see table below. (ASCE 7-10 30.4.2) Roof o. Roof o'• Effective Area (it') Zone I Zone 2 Zone 3 Zone 4 Zone 5 CC, - CC, CC, - Cc, CC, - Cc, GC, - CC, CC, GCE Camp. 4 1 0.30 1 -1.00 0.30 1 -1.80 1 0.30 1 -2.80 1 0.90 -0.99 0.90 1 -1.26 (Walls reduced 10%. Fig. 6-1 IA note 5.) Comp. & Cladding Pressure (paf) I Zone I Zone 2 Zone 3 Zone 4 1 Zone 5 PIU N,Mjve - PoIIIvo tismUve I PoItiv UvgsIlv PosItive NetIvo POsitive Negill,, 16.00 -26.41 16.00 -44.31 1 16.00 1 -66.69 1 24.17 -26.18 24.17 -32.23 Note: If the effective area is roof Solar Panel area, the only zone 1. 2 . or 3 apply. (1'LOVELACE EBULLITION F.D.A. ENGINEERING iRA 3/13/2019 SMural EngIrmeM Serwim J19130 Page: l.A. I LATERAL STORY FORCES Seismic Level Fx (lbs.) Diaphragm Area (sf) ASD Story Load (psf) o . 0.7 0 . 0.7 1 3273 520 0.7 4.4 Wind Direction N-S A-P Force. 4.08 k Pressure = 17.9 psf Level Ht. leneth area Trth. lit AD rIinh I n.I 0.6 plf 0.6 pff 1 12 19 . 228 6 0.6 64 ptf 228 sf Direction E-W 1-4 Force = 7.24 k Pressure = 16.8 psf 1 Level Nt. leneth area Trib. Ht. ASD dlanh. Load I p 0.6, p11 0.6 p11 1. 12 36 432 6 0.6 60 p11 432 SI LOVELACE EBULLITION Level Name ROOF I ENGINEERING iRA LeveUf 1 I Structural Engineering Services J19130 Lateral Line A I WOOD SHEARWALL ANALYSIS & DESIGN SEISMIC LOAD SDS = 0.752 P = 1.0 Story Load 4.4 psf Ares SF Factor Inzid Ilhl WlNfl I AAfl F.D.A. Direction 3/33/2019 N-S Page: 1 520 1.0 2291 2 . 0 3 0 4 Total/2 = Seismic Load 1145 lbs. AnnrrinNAL cFlcMlc 10Afl Une Load (lbs.) Offset Factor Adjust. Load iocai Add. L.oad u Total Seismic Load = 1145 lbs. SUFAR Load Type L Worst Case Load Type R Worst Case Load (plf) 64 Load (plf) 64 Length L (ft.) 19 Length R (ft.) 0 Load L (lbs.) 1224 Load R (lbs.) 0 TOtal/2 = Wind Load 612 lbs. ADDITIONAL WIND LOAD Line Load (lbs.) Offset Factor Adjust. Load Total Add. Load 0 Total Wind Load 612 lbs. Segment 1 . . . . Total Shear Length(ft.) L H I 0 H/L Ratio Load Ratio Load E lbs. Ad). Load E lbs. Load W lbs. Adj. Load W lbs. Unit Shear E plf Unit Shear W J plf Max Shear 0 PLF I USE ft 1 Shear Wall Capacity- 260 plf OVERTURNING OTM E OTMW fl-ft. Wall Weight .: : . • psf Wall UDL plf Unlf. DL .. . . . . plf Concen DL lbs CDL loc. . . . . ..• ... .: • - :- It. DL Moment DL Mom. E fl-ft DL Mom. W Net OTE ft Net Eft OT W Uplift E Add. Uplift E . . . . . . : . . lbs. lbs. lbs. lbs Uplift Add Uplift W Tot Uplift E . lbs. lbs. Tot Uplift W HD# £ - rio nu required, ny inspecuon - See Perforated / Force-Transfer Shearwall calculation yR5T. Total Shear Length (ft) .c ft reetn c 0 badE I3L f tefld' I __ cçM tAi.s.- (.to&) 1b5. ilbs. Ad). Load E Loa 1lbs. Adj.LoadW t Fi4 14L14_dl4_(N ) a. '.•I?# _____ _______ _______ _______ pif 1plf _ Unit ShearW P" lyceb 5C2303 I 11 LOVELACE EBULLITION Level Name ROOF I ENGINEERING iRA level# 1 j Structural Englneeilng Services 119130 Lateral tine B - I WOOD SHEARWALL ANALYSIS & DESIGN SEISMIC LOAD I SDS = 0.752 p=1.0 Story Load 4.4 psf Ares SF Factor lnsd llhci WINfl lflAfl F.D.A. Direction 3/13/2019 N-S Page: 1 520 . 1.0 2291 2 0 3 0 4 Total/2 = Seismic Load 1145 tbs. ADDITIONAL SEISMIC LOAD Une I Load jibs.) Offset Factor Adjust. Load Total Add. Load 0 Total Seismic Load 1145 tbs. SHEAR Load Type I Worst Case Load Type R Worst Case Load (plf) 64 Load (plf) 64 Length I(ft.) 19 Length R (ft.) 0 Load 1(lbs.) 1224 Load R (tbs.) 0 TOtaIR = Wind Load 612 tbs. ADDITIONAL WIND LOAD Une Load (tbs.) I Offset Factor Adjust. Load Total Add. Load 0 Total Wind Load 612 tbs. Max Shear 0 PLF USE# 1 ShearWall Capacity = 260 plf OVERTURNING ON E OTM W psf Wall Weight . . .. . .•.. .. .. Wall UDL plf Unlf. DL .. ... . . ... ... . . plf Concen DL lbs CDLloc. .. . : ft. DL Moment 4-ft DL Mom. E 4-ft DLMom.W Net OT E Net0TW UPLIFT Uplift E Add. Uplift E .. . : . . . . .• . . ... . tbs. tbs. tbs. tbs. Uplift Add. Uplift W Tot. Uplift E tbs. tbs. Tot. Uplift W HD# . .: . ..• . . ... - - - riu liii requureu, uy inspection SC - See Perforated / Force-Transfer Shearwall calculation Lovelace Engineering, Inc. 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121 858.535.9111 Project Title: EBULLITION Engineer: FDA Project ID: J19130 Project Descr: .St . . . . . - . .. . . bIWVV ee. o,umn SottwarecopynghtENERCALC INC 1983-2018 BuiId10181230 Description: MAX FLAGPOLE Code References Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: IBC 2015 General Information :- ...... Steel Section Name: HSS6x6x3!8 Overall Column Height 12 ft Analysis Method: Allowable Strength Top & Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade , A500, Grade B, Fy = 46 ksi, Carbon Brace condition for deflection (buckling) along columns: Fy : Steel Yield 46.0 ksi X-X (width) axis: E: Elastic Bending Modulus 29,000.0 ksi Unbraced Length for budding ABOUT V-V Axis = 12 ft. K = 2.1 V-Y (depth) axis: Unbraced Length for buckling ABOUT X-X Axis = 12 ft, K = 2.1 Applied LOads -. . Service loads entered. Load Factors will be applied for calculations. Column self weight included : 328.870 lbs * Dead Load Factor AXIAL LOADS Axial Load at 12.0 ft. D = 1.350, LR = 2.70k BENDING LOADS... Lat. Point Load at 12.0 ft creating Mx-x, W = 0.9050, E = 0.820k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.2517 : 1 Maximum Load Reactions.. Load Combination +1.105D+0.8750E+H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along V-V 0.0 k Pa: Axial 1.856 k Bottom along V-V 0.9050 k Pn / Omega: Allowable 64.767 k Ma-x: Applied -8.610 k-ft Maximum Load Deflections Mn-x! Omega: Allowable 36.267 k-ft Along V-V 0.7824 in at 12.Oft above base Ma-y: Applied 0.0 k-ft for load combination :W Only Mn-y! Omega: Allowable 36.267 k-ft Along X-X 0.0 in at O.oft above base for load combination: PASS Maximum Shear Stress Ratio 0.01256 :1 Load Combination +1.105D+0.8750E+H Location of max.above base 0.0 ft At maximum location values are Va:Applied 0.7175 k Vn / Omega: Allowable 57.137 k Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLx/Ic KyLy/Ry Stress Ratio Status Location 0.026 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.000 PASS 0.00 ft 0.026 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.000 PASS 0.00 ft 40+Lr4H 0.068 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.000 PASS 0.00 ft 'O+S+H 0.026 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.000 PASS 0.00 ft #Ol0.750Lr40.750L+H 0.057 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.000 PASS 0.00 ft 4040.750L40.750S+H 0.026 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.000 PASS 0.00 ft 4040.60W4H 0.193 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.010 PASS 0.00 ft 40-0.60W+H 0.193 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.010 PASS 0.00 ft +1.105D40.8750E+H 0.252 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.013 PASS 0.00 ft +1.105D-0.8750E+H 0.252 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.013 PASS 0.00 ft 4040.750Lr40.750L40.450W+H 0.163 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.007 PASS 0.00 ft 4040.750Lr40.750L-0.450W+H 0.163 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.007 PASS 0.00 ft .O.0.750L40.750S40.450W4H 0.148 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.007 PASS 0.00 ft 40+0.750L10.750S-0.450W+H 0.148 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.007 PASS 0.00 ft +1.079D40.750L+0.750S40.656 0.192 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.009 PASS 0.00 ft +1.079D*0.750L*0.750S.0.6563 0.192 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.009 PASS 0.00 ft 40.60D40.60W-0.60H 0.187 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.010 PASS 0.00 ft Lovelace Engineering, Inc. Project Title: EBULLITION I - 5930 Cornerstone Court W. Sue 100 Engineer FDA I... San Diego, CA 92121 Project ID: J19130 858.535.9111 Project Descr: swei i i . FileL:DatProjectsl9Ui9l30- EBtJU-I11ON BREW woRKscALcsu19I3o:e6iTj o.umn Software copynghtENERCALC INC 1983-2018 Build 10 18 12.30 IR!t'a'ftI1III51lY Description: MAX FLAGPOLE Load Co mbihatiàn Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLyJRy Stress Ratio Status Location 40.60D-0.60W40.60H 0.187 PASS 0.00 ft 1.67 1.00 132.63 132.63 0.010 PASS 0.00 ft -'0.4947D40.8750E40.60H 0.244 PASS 0.0011 1.67 1.00 132.63 132.63 0.013 PASS 0.00 ft 404947D-0.8750E40.60H 0.244 PASS 0.0011 1.67 1.00 132.63 132.63 0.013 PASS 0.0011 Maximum Reactions . Note: Only non-zero reactions are listed. Axial Reaction X-X Axis Reaction k V-V Axis Reaction Mx - End Moments k-ft My - End Moments Load Combination @Base @Base @Top @Base @Top @Base @Top @Base @Top 1.679 1.679 *D4Lr4H 4.379 -'D+S*H 1.679 4D40.750Lr40.750L4H 3.704 1040.750L-.0.750S4H 1.679 I040.6OW4fl 1.679 0.543 .6.516 +D-0.60W4H 1.679 -0.543 6.516 4DI0.70E41 1.679 0.574 -6.888 .D-0.70E#1 1.679 -0.574 6.888 -'040.750Lr90J50L40.450W#1 3.704 0.407 -4.887 4040.750Lr40.750L-0.450W-*l 3.704 -0.407 4.887 4040.750L90.750S90.450W4H 1.679 0.407 4.887 4D90.750L40.750S-0.450W#t 1.679 -0.407 4.887 4040.750L40.750S40.5250E4H 1.679 0.431 -5.166 4040.750L40.750S-0.5250E4H 1.679 -0.431 5.166 40.60D40.60W40.60H 1.007 0.543 -6.516 40.60D-0.60W40.60H 1.007 -0.543 6.516 40.60D-*0.70E40.601-1 1.007 0.574 .6.888 -46013-0.70E40.601-1 1.007 -0.574 6.888 D Only 1.679 Lr Only 2.700 L Only S Only W Only 0.905 -10.860 W -0.905 10.860 E Only 0.820 -9.840 E Only 4.0 -0.820 9.840 H Only Extreme Reactions - Axial Reaction X-X Axis Reaction k V-V Axis Reaction Mx. End Moments k-ft My - End Moments Item Extreme Value @Base @Base @Top @Base @Top @Base @Top @Base @Top Axial @ Base Maximum 4.379 Minimum Reaction, X-X Axis Base Maximum 1.679 Minimum 1.679 Reaction, V-V Axis Base Maximum 0.905 -10.860 Minimum 0.905 10.860 Reaction, X-X Axis Top Maximum 1.679 Minimum 1.679 Reaction, V-V Axis Top Maximum 1.679 - Minimum 1.679 Moment, X-X Axis Base Maximum 10.860 -0.905 10.860 Minimum -10.860 0.905 -10.860 Moment V-V Axis Base Maximum 1.679 Minimum 1.679 Moment, X-X Axis Top Maximum 1.679 Minimum 1.679 Moment V-V Axis Top Maximum 1.679 Minimum 1.679 Lovelace Engineering, Inc. Project Title: EBULLITION 5930 Cornerstone Court W. Suite 100 Engineer: FDA San Diego, CA 92121 Project ID: J19130 858.535.9111 Project Descr: St . i1 ...: ::: . •.. . . .. '. FiIe=,LDala1Projects19J19130-EBUWTlON BREW W0RKSCALCSU1130.ecB ee. o.umn Software copynqht ENERCAIC INC 1983.2018 Build 101812.30 Description: Maximum Deflections for Ldad CombInations Load Combination Max. X-X Deflection Distance Max. V-V Deflection Distance 4041 0.0000 in 0.000 It 0.000 in 0.000 It 404141 0.0000 in 0.000 It 0.000 in 0.000 ft 4041r41 0.0000 in 0.000 It 0.000 in 0.000 ft .D+541 0.0000 in 0.000 It 0.000 in 0.000 ft .0-.0.750Lr40.750L41 0.0000 in 0.000 ft 0.000 in 0.000 ft 4040.750L40.750S#I 0.0000 in 0.000 It 0.000 in 0.000 ft 4090.60W41 0.0000 in 0.000 It 0.469 in 12.000 ft *D-0.60W41 0.0000 in 0.000 It -0.469 in 12.000 ft 4040.70E4H 0.0000 in 0.000 It 0.496 in 12.000 ft 40-0.70E4H 0.0000 in 0.000 ft .0.496 in 12.000 ft 4D40.750Lr40.750L40.450W4H 0.0000 in 0.000 It 0.352 in 12.000 ft 4040.750Lr40.750L-0.450W#1 0.0000 in 0.000 It -0.352 in 12.000 ft .040.750L.0.750S40.450W41 0.0000 In 0.000 ft 0.352 in 12.000 ft 4D40.750L40.750S-0.450W#t 0.0000 in 0.000 It -0.352 in 12.000 It 4D40.750L.+0.750S*0.5250E4H 0.0000 in 0.000 ft 0.372 in 12.000 ft 4D-.0.750L40.750S-0.5250E4H 0.0000 in 0.000 ft -0.372 in 12.000 ft +0.60D40.60W40.60H 0.0000 in 0.000 It 0.469 In 12.000 ft 40.60D-0.60W90.60H 0.0000 in 0.000 It -0.469 in 12.000 It 40.60D40.70E40.60H 0.0000 in 0.000 It 0.496 In 12.000 It 90.60D-0.70E40.60H 0.0000 in 0.000 It -0.496 in 12.000 It D Only 0.0000 in 0.000 It 0.000 in 0.000 It Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft I Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 It 0.782 in 12.000 It -W 0.0000 in 0.000 ft -0.782 In 12.000 It E Only 0.0000 in 0.000 It 0.709 in 12.000 It E Only -t0 0.0000 in 0.000 It -0.709 in 12.000 It H Only 0.0000 in 0.000 It 0.000 in 0.000 It Steel Section Properties : HSS6x6x3I8 Depth = 6.000 In lxx = 39.50 mM J = 64.600 inA4 Design Thick = 0.349 in Sxx = 13.20 mnA3 Width = 6.000 in R xx = 2.280 in Wall Thick = 0.375 in Zx = 15.800 In1%3 Area = 7.580 mnA2 I yy = 39.500 inA4 C = 22.100 inA3 Weight = 27.406 p11 Syy = 13.200 ina3 Ryy = 2.280 in Yog = 0.000 In - Lovelace Engineering, Inc. Project Title: EBULLITION [1 5930 Cornerstone Court W. Suite 100 Engineer: FDA San Diego, CA 92121 Project ID: J19130 - I ' 858.535.9111 . Project Descr. . .:. File DalaProjecls19J19130.EBUWTlON BREW WORKSCALCSJ19130.ec6. Lee!..ouumn Software copyright ENERCALC INC. 1983.2018 Build 10181230 Description: MAX FLAGPOLE Sketches +x I.73 LOVELACE EBULLITION Level Name ROOF F.D.A. 12—i ENGINEERING IRA Level 4 1 Direction 3/13/2019 Structurai Engineering SeMces J19130 Lateral Une 1 E-W Page: A' I WOOD SHEARWALL ANALYSIS & DESIGN SEISMIC LOAD SDS 0.752 I p=1.0 I Story Load 4.4 psf . SF Far±nr 1a2d flhc% WIND LOAD 1 345 1.0 1520 2 0 3 0 4 0 Total/2 = Seismic Load 760 lbs. Anflrnnr.JAI ccicMlr IflAfl Une Load (lbs.) I Offset Factor Adjust. Load otau AUD. LOaD U Total Seismic Load = 760 lbs. SHEAR Load Type L Worst Case Load Type R Worst Case Load (pIt) 60 Load (pIt) 60 Length L (ft.) 18 Length R (ft.) 0 Load L (lbs.) 1086 Load R (lbs.) 0 Total/2 = Wind Load 543 lbs. ADDITIONAL WIND LOAD Une I Load (lbs.) Offset Factor Adjust. Load Total Add. Load 0 Total Wind Load 543 lbs. Segment 1 . - I - Total Shear ______ _______ _______ ______ _____ ______ -- ______ Length (ft.) N ', 0 H/L Ratio Load Ratio Load E lbs. Ad). Load E Load W —__lbs. lbs. Adj. Load W - lbs. Unit Shear E pif Unit Shear W plf 1C2306.3 I Max Shear 0 PLF I USE# 1 Shear Wall Capacity= 260 pIt (itWRTIIPNiNA OTM E 01MW 4-ft 4.ft Wall Weight . : . . psi Wall UDL plf Unit. DL . . ... . . . . . pit Concen. DL . .- . . ... ... ..:. -.. lbs. CDLloc. . .. . .. . . ft DL Moment 4-ft DL Mom. E .. ..... DL Mom. W 4-ft. Net OT 1 4-ft. Net0TW 4-ft uPuFr Uplift E Add. Uplift E . . . . Add. Uplift W . . . lbs. lbs. lbs. lbs. Uplift W Tot. Uplift E lbs. lbs. Tot. Uplift W 1104 . .- .............. ._____ - nu nil Icqutru Uy II1LUUfl 00 - See Perforated / Force-Transfer Shearwall calculation LOVELACE EBULLITION Level Name ROOF F.D.A. L_ ENGINEERING iRA Level 4* 1 Direction 3/13/2019 Structural Enineailng Services J19130 Lateral Line 2 E-W Page: I WOOD SHEARWALL ANALYSIS & DESIGN SEISMIC LOAD I SDSv 0.752 1 p= 1.0 I Story Load 4.4 psf Area SF Factor Inad libsi WIND IOAD 1 520 1.0 [ 2291 2 0 3 0 4 0 Total/2 = Seismic Load 1145 lbs. Annrrtnrd.aI ccicMlr IriaFi Line Load (lbs.) I Offset Factor I Adjust Load Total Add. Load 0 Total Seismic Load 1145 lbs. SHEAR Load Type I Worst Case Load Type R Worst Case Load (plf) 60 Load (plf) 60 Length I (ft.) 18 Length R (ft.) 18 Load L (lbs.) 1086 Load R (lbs.) 1086 Total/2 = wino baa 1015 los. ADDITIONAL WIND LOAD Line [ Load (lbs.) Offset Factor Adjust. Load Total Add. Load 0 Total Wind Load = 1086 lbs. Segment 1 - Total Shear ___ _______ Length (ft.) I C. 0 Load Ratio H/I Ratio Load E lbs. Adj. Load E Loa Ilbs. lbs. Adj. Load W _______ lbs. Unit Shear E I ph Unit Shear W pif Max Shear 0 PIF USE 4* 1 Shear Wail Capacity 260 plf OVERTURNING 0Th E OTM W Wall Weight . .. ... .. . .: .. . pf Wall UDL . plf LJnIf. DL . . . . .. . : . . . If Concen DL lbs CDLioc. DL Moment 4-ft. DL Mom. E . 4*-ft. DI Mom. W NetOTE r--I ft. ft. Net OT W Uplift E Add. Uplift E . . . . . . . . . . V.. V .. .. .. . . . .- . . . . lbs. lbs. lbs. lbs. Uplift W Add. Uplift W Tot. Uplift E lbs. lbs. Tot Uplift W HD*# . V V. .•. _____ _____ - NO MI) requlreu, uy inspecuon - See Perforated / Force-Transfer Shearwall calculation 1T LOVELACE EBULLITION Level Name ROOF ENGINEERING JRA Level# 1 I Sbuciural Engimednil 8eMces J19130 lateral Line 3 I WOOD SHEAR WALL ANALYSIS & DESIGN SEISMIC LOAD SDS = 0.752 Story Load 4.4 psI SF F.rtnr 1ni1 flhsl WINfl I flAfl F.D.A. Direction 3/13/2019 E-W Page: 1 190 1.0 837 2 0 3 0 0 Total/2 = Seismic Load 419 lbs. ADDITIONAL SEISMIC LOAD Une Load (lbs.) Offset Factor Adjust. Load Total Add. Load 0 Total Seismic Load = 419 lbs. SHEAR Load Type 1 Worst Case Load Type R Worst.Case Load (plf) 60 Load (p11) 60 Length 1(ft.) 0 Length R (ft.) 18 Load 1(lbs.) 0 Load R (lbs.) 1086 101[dl1L = WiflO LOO 343 lOS. annrflflNAl WlNfl lOAn Line Load (lbs.) Offset Factor I Adjust Load TOtAl Acid. Load 0 Total Wind Load = 543 lbs. Segment 1 Total Shear Length (ft) H/L Ratio 1 0 Load Ratio Load lbs. Adj. Load E lbs. Load Jlbs. Adj. Load W lbs. Unit Shear E p11 Unit Shear W I plf Max Shear 0 PLF ( USE 41 1 Shear Wall Capacity- 260 plf OVERTURNING OTME OTMW 4-ft 4-ft. Wall Weight . . : . . . .psf Wall UDL . p11 Unif. DL . - . . . . : . . plf Concen DL lbs CDL bc. . . . . . .. . . DL Moment 4-ft DL Mom. E DL Mom. W Net OTE Net OT Uplift E lbs. Add. Uplift E . .. . . . . . . . . lbs. lbs. Uplift Add. Uplift W .. . . . '. . lbs. Tot Uplift E lbs. Tot. Uplift W lbs. - rio iw requirea, oy inspection - See Perforated /Force-Transfer Shearwall calculation IyRt1. LOVELACE H ENGINEERING L Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 JOB SHEET NO. c•i OF CALCULATED BY DATE CHECKED BY DATE____________________ SCALE phone 858.535.9111 • fax 858.535.1989 • www. lovelaceeng.corn FOUNDATION DESIGN ALLOWABLE SEARING PRESSURE, q : I's ooPSF (PER DESIGN CRITERIA) ISOLATED SPREAD FOOTINGS: MARK: (F-4) : 'jA• /1.4' Y,6" m,,iP pQ (pPpt.r s( : &9,00c. LBS Ar.q : F/dI x 144m : GI 5Q IN USE: FA1PER PAD FOOTING 5C4EOULE MARK: (F-B) PC I,,," I1- Q4' kO CAPt\' 5 LBS A,.d : P/cj x 144: /o "4 9005Q IN USE: PER PAD FOOTING SC-IEDULE MARK: (F-s) GA PA ('11:'11: 1'65— L56 k•$ - Arecild P/q x 144: '(t' ic = 12-16 50 IN USE: QZ PER PAD FOOTING, SC44EPULE MARK (F-i) : 17 4' Ne 9f.9 PAP tP-VY : 18?- LBS x4L P/cj x 144: Itc '44 = 1-164 .60 IN USE: PER FAD FOOTING 9,cwEDULE MARK: (F-s) (2P P0 OPPC'1'( : 7-1000 LBS x 144: A : t..04 SQ IN USE:, FQ PER PAD FOOTING SCI1EDULE im Lovelace Engineering, Inc. Project Title: EBULLITION M 5930 Cornerstone Court W. Suite 100 Engineer: FDA San Diego, CA 92121 Project ID: J19130 858.535.9111 Project Descr: Pole Footing Embedded in Soil -:••. .. File= L:tDatatProiecIs19u19130-EBULUTION BREW WORxS\CALCSu19130.ec6. Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.30 Description: MAX COL FIG FLAGPOLE Code References Calculations per IBC 2015 18073, CBC 2016, ASCE 7-10 Load Combinations Used: IBC 2015 General Information Pole Footing Shape Rectangular Pole Footing Width 30.0 in Calculate Mm. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive ..................250.0 pot Max Passive ...................1500.0 psI Point Load Controlling Values Governing Load Combination: +1.105D+0.8750E+H Lateral Load 0.7175 It Moment 8.610 k-ft Restraint @ Ground Surface Pressure at Depth Actual 841.42 psI Allowable 875.0 pal Surface Retraint Force 5.945.0 lbs Minimum Required, Depth - 350• ft Footing Base Area 6.250 ftA2 L _Maximum Soil Pressure 0.6480 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kIt) Applied Moment (kft) Vertical Load (k) Dead Load k k/ft k-ft 1.350 k Lr: Roof Live k k/ft k-ft 2.70 k L: Live k k/ft k-ft k S: Snow K K/ft k-ft k W: Wind 0.9050 It k/It k-ft k Earthquake 0.820 k k/ft k-ft k H: Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 12.0 ft ft BOTTOM of Load above ground surface It óad Combination Results - -- - F&W§ Gtind Surfaci Réuid Pressure at Depth SineaiU Load Combination Lpads (k) Moments (ft_k) Depth (It) Actual (pst) Allow-(pt), Factor +D+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+L+H 0.000 0.000 0.13 0.0 31.3 1.000 +D+Lr-i-H 0.000 0.000 0.13 0.0 31.3 1.000 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.75OLr+O.750L+H 0.000 0.000 0.13 0.0 31.3 1.000 +D*0.750L-.0.750S+H 0.000 0.000 0.13 0.0 31.3 1.000 +D-+0.60Wi-H 0.543 6.516 3.25 - 743.8 812.5 1.000 +DM.60W+H 0.543 6.516 3.25 743.8 812.5 1.000 .s-1.105040.8750E-I-H 0.718 8.610 3.50 847.4 875.0 1.000 Lovelace Engineering, Inc. 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121 858.535.9111 Pole Footing Embedded in Soil Description: MAX COL FTG FLAGPOLE +1.105D-0.8750E+H 0.718 +D40.750Lr40.750L+0.450W+H 0.407 4040.750Lr40.750L-0.450W+H 0.407 +D+0.750L40.750S40.450W+H 0.407 +D0.750L40.750S-0.450W+H 0.407 +1.079D40.750L40.750S40.6563E+H 0.538 +1.079D*0.750L*0.750S-0.6563E+H 0.538 #0.60D*0.60W40.60H 0.543 40.60D-0.60W40.60H 0.543 +0.4947D40.8750E90.60H 0.718 +04947D-0.8750E+0.60H 0.718 Project Title: EBULLITION Engineer: FDA Project ID: J19130 Project Descr: L:lua1a1rfoJecI51 u1iju- Build:10.18.12.30 8.610 3.50 847.4 875.0 1.000 4.887 2.88 712.8 718.8 1.000 4.887 2.88 712.8 718.8 1.000 4.887 2.88 712.8 718.8 1.000 4.887 2.88 712.8 718.8 1.000 6.458 3.25 737.1 812.5 1.000 6.458 3.25 737.1 812.5 1.000 6.516 3.25 743.8 812.5 1.000 6.516 3.25 743.8 812.5 1.000 8.610 3.50 847.4 875.0 1.000 8.610 3.50 847.4 875.0 1.000 AN DIbU lft(iIUNAL HAZARDOU& MATERIALS RECORDiD# FI-1 ?-Of 't- HHM OO 7 PLAN CHECK# ccc QUESTIONNAIRE BP DATE I I B=Nag Business Contact Telephone# Project Address City State v Zip Code I APN# I Zr,-'Z,2.-v6 Mailing Address City II State Zip Code I Plan Fite# I• Project Contact Applicant E-mail Sk0"- Telephone # ( Mfl 4- k Ci - I i ne roilowing questions represent me racuIitys activities, Nu u me specmc project aescriptuon. j'* c n PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects w1t1iñ the%,fy ofràn Diego) 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): Q' , C' cq Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives cj ompressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards J' 3' Flammable/Combustible Liquids 7. Pyroptorics 11.. Highly Toxic or Toxic Materials 15. None of These. . .i Flammable Solids 8. Unètable Reactives 12. Radioactives . (j Call (858) FEES ARE YES 1.0 2.0. 3.0 4.0 5.0 6.0 7.0 8.0 05-6700 prior to the issuance of a building permit. j o ? COz qq . REQUIRED Project Completion Date: Expected-bate of Occupancy: NQ (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? I Will your business store, or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? 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 Diego, CA 92123. CalARP Exempt Date Initials [I CalARP Required Date Initials CaIARP Complete Date initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires Diego, CA 92131 aDcdcomDtasdcountv.ca.Qov (858) 586-2650). [*No stamp required if QI Yes and Q3 Yes In, to identify the majority of air pollution issues at the planning stage. Projects may require additional measures no requirements contact APCD. Residences are typically exempt, except - those with more than one building oi dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a Iargàr YES - 11p 0 Will the project disturb 160 square feet or more of existing building materials? 0 Rk Will any load supporting structural members be removed? Notification may be required 10 wor 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a 11 a stampfti?APCDi01.24101d: Grove Râad, San Q4-Q6 No]. The -following questions are Intended identified by these'qUestions. For comprehensive the property; single buildings with more than four project. [ExcIudesgarages & small outbuildings.) JUL' prior to commencing demolition. Asbestos Consultant or Site Sun F) )IT-, VISA MC 0. 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturbhsbesto'containin9àteiiäI?Hötifitation , 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.orafinfolfacts/oermits.odf) 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 boundary Brie decribe business activities: Briefly describe proposed project: \\ 4- . p+ \,4. 5o - I declare under p nal that to the best of my knowledge and belief tie responses riade(lerein are true anl(orrect. Aj'j 1 I / Name of Owner or Authorized bgrit Sig5fure of Owner or Authorized Agent . Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:__________________________________________________________________ BY: . . DATE: EXEMP URTHER iNFORMATION REQUIRED RELEASED FOR BUiLDING PERMITBUT NOT FOR occuc RELEASED FOR OCCUPANCY 0 - . APCD COUNTY-HMD APCD COUNTY-HMD APCD REVIEWED O(Jn Ca 0 SIG ATU'i C DA t..ic*fS A exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may-still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division ELISE ROTHSCHILD Qtottntp Of 6an I= i e 110 AMY HARBERT In 02 < C Director Assistant Director LLI ad ci) C/ DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 III 0 Phone: (858) 5054659 FAX: (858) 505-6824 C.) 1(800) 253-9933 www.sdcdeh.org ILl 0 0 >---J PLAN APPROVAL SHEET o DBA: EBULITION BREW WORKS DATE: 6/15/19 SITE: 628 GATEWAY AVE CARLSBAD 92105 PC #: DEH20I9-FFPP-01 1171 BUSINESS OWNER: JESE RICHARDSON 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 plan approval null and void. 3j...Obtain local Building Department and all applicable agencies permits and approvals PRIOR TO FINAL INSPECTION ANb 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 email: celeste.penn@sdcountv.ca.gov 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 /2 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 place and 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 38'F or below and shall be equipped with a thermometer accurate to +1- 2T in the warmest section of the unit. 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplash, around pipes and conduits with .41 silicone sealant * AN AIR BALANCE REPORT IS REOUIRED IF THE FACILITY HAS VENTILATiONHOODS 0 ilth plans' " Plans reviewed by: C. PENN, REHS 858-505-6703 r t EMAIL: celeste.penn(ftdcountv.ca.qov. 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" (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. .4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. A Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: Srav L1.vrk5 egress BP No.: @fe20L -U2D I Property Address/APN:. 2.7 ,2d. c54ti4e i -, Cer/5Id, CA. 92co Applicant Name/Co.: Applicant Address: 7-q'41 &Lges Lvety +e. b V-8,&4 C4. 92o I Contact Phone: 2 i —6 coo Contact Email: Contact information of person completing this checklist (if different than above): Name: Je5sc._fci.,4rcLso', Contact Phone: -760- zi; Company name/address: Lb( Ir'1-Io, lrecj Lt'ork, Contact Email: Je &t( I ii-Joii bv'ttcam 2,1414q (/AAe; \It y 5:6r- 0. C.A. 'w( Applicant Signature: Date: 1-1-29-17 B-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ Construction Type LI Residential O New construction O Alterations: BPV ~: $60,000 O Electrical service BPV ~! $200,000 L 'Nonresidential New construction KAlterations 1. Electric Vehicle Charqi Complete Section(s) I Notes: 1A 0 exempt 1A 1-2 family dwellings and townhouses with attached garages 1A only Multi-family dwellings only where interior finishes are remov 1A and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposi lB and 2 F1 Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. - 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces - Capable Ready Installed Total Calculations: Total EVSE spaces .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be "Capable, 'Read or ulnstalledll) *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation $60,000 include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit ~! $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are pn fl Nonresidential new construction (includes hotels!motels) 0 Exception:___________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 - 76-100 9 5 - 101-150 12 6 - 151-200 17 9 - 201 and over 10 percent of total 50 percent of Required EV Spaces - ed4/12/2019 Upda City of Carlsbad Climate Action Plan Consistency Checklist 2. [1] Transportation Demand Management (TOM) List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee AOl/i ,000 square feet is selected from the table below. Use GFA Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Employee ADT 251) Total If total employee ADT is greater than or equal to 110 employee AOl, a TOM plan is required. TOM plan required: Yes 0 ' N_9 Employee ADT Estimation for Various Commercial Uses ADT for first Emp TI Use 1,000 S.f 1 g Office (@11)2 20 20 11 Restaurant 11 4.5 Retail3 8 3.5 Jndustrial 4 3 Manufacturing 4 I Warehousing 4 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, 1OThEd!tion 2 For all office uses, use SANDAG rate of 20 ADT/1,o00 sfto calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 Sf 1. 20,450 sf/1000 x 20 = 409 Employee ADT 'Retail: 9,334 Sf First l,000sf=8ADT 9,334 sf- 1,000 sf= 8,334sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT oo/jOOO '( H LI Updated 4/12/2019 3 (city 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 Thiiform, -signed and completed, and all receipts for the recycled materials shall bil submitted to the Building Inspector prior to Final InspectionJ 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 Efficienày 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. 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 5.3032.3 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 I (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 B-52 . Page 2 of 5 Rev. 5117 associated vegetation and 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 T24, 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 5.41 0.4. (x) 5.410.2.2 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) 5.41 0.2.3 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 amount of debris or duct which may collect in the 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 etseq.). 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. .B-52 Page 4 of 5 Rev. 5/17 FA 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. 26L AlLI1 jIz• g, I .. 9 (' Project Address: Plan C eck Number: 12, Print Name: 3IL4IIe 51L*Jf Signed: 4000%%-000(" J6Lb206r&q License NUmbe tt Date:___________ 8-52 Page 5 of 5 Rev. 5117 (_City of Carlsbad Print Date: 12/17/2019 Permit No: PREV2019-0235 2628 Gateway Rd, 135 BLDG-Permit Revision 2132621900 $ 0.00 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title Description: Work Class: Commercial Permit Revi5 Status: Closed - Finaled Lot #: Applied: 11/07/2019 Reference #: Issued: 11/07/2019 Construction Type Permit 12/17/2019 Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: CBC2019-0201 Final Plan Check #: Inspection: EBULLITION BREW WORKS: ADDED SUB-PANEL Applicant: EBULLITION BREW WORKS JESSE RICHARDSON 2449 Cades Way, Ste D Vista, CA 92081-7873 760-213-6000 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 Total Fees: $ 35.00 Total Payments To Date: $ 35.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services (r,ity of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number C&-eZOI'7 / Plan Revision Number PRVcO1q- Or35 Project Address 24Z S General Scope of Revision/Deferred Submittal: 4t42) J• I CONTACT INFORMATION: Name k.Cy..ie Phone -CO2 _3 G ?8 Fax Address City Caifc/Zip Email Address Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: A Plans 1 Calculations LI Soils LI Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4€o /t 'b Does this revision, in any way, alter the exterior of the project? LI Yes ~r—No Does this revision add ANY new floor area(s)? Yes [Po Does this revision affect any fire relat. issues? LI Yes No 7@ ls this aco set? Yes o Signature Date 1635 Faraday Avenue, Carlsbad, CA 92008 _: 7 0-602- 2719 f: 760-602-8558 Email: building@carlsbadca.gov A Key Element in your Energy Efficient Design ENERGY INSPECTORS Final Commissioning Report Ebullition Brew Works Carlsbad, CA (CALGreen) Prepared for: Ebullition Brew Works 2628 Gateway Road, Suite 135 Carlsbad, CA 92009 December 11,, 2019 ENERGY INSPECTORS' I 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 T 760.761.3695 - • F 760.761.3650 C 760.4986509 • www.Energvinspectors.com -I I Table of Contents Section 1.0 Executive Summary..................................................................................................3 Section 2.0 Project Overview ....................................................................................................... 4 ConstructionPhase ................................................................................................................... 4 AcceptancePhase .................................................................................................................... HVACand Controls ........................................................... . ..................................................... 5 Lightingand Controls .................................. . ............................................. .............................. 5 HotWater Heating .......................... . .................................. .......................................................5 O&M Manual Review / Systems Manual ................................................................................6 Training ............................................................................................................. . .................... 6 AttachmentA..............................................................................................................................7 Owner's Project Requirements .........................................................................................7 AttachmentB ..................................................................................................... ......................... Basis of Design ................................................................................................................7 AttachmentC..............................................................................................................................7 Commissioning Plan ............................................................... AttachmentD..............................................................................................................................7 . ........................................... 7 DD1 - HVAC and TAB Air Balance ................................................................................ 7 D2 & D2.1 - Lighting System Results ................. . ............................................................. 7 D3 - Water Heating System Results..................................................................................7 AttachmentE..............................................................................................................................7 Commissioning Issues Log...............................................................................................7 AttachmentF ..............................................................................................................................7 System Manual.................................................................................................................7 Copyright © 2014 Energy InspectorsTm Corporation. All Rights Reserved. Page 2 Section 1.0 Executive Summary The owner, Ebullition Brew Works, LLC, requested that Energy Inspectors provide Yd party commissioning of the Ebullition Brew Works located Carlsbad, California. Ebullition Brew Works mainly consists of commercial kitchen, beer tasting room, office, bar, and restrooms. This project was constructed to meet or exceed the CALGreen building code requirements, with specific features to be commissioned as required for a building of 1,947 square feet constructed in the State of California. The scope of the commissioning process included the Heating, Ventilation and Air Conditioning (HVAC) Equipment, HVAC controls, exhaust fans, lighting, lighting controls, and domestic hot water heater system. Energy Inspectors also reviewed the designs, submittals, and the post-construction performance of energy consuming systems. Construction began on July 1, 2019 and was completed on December 9, 2019. The commissioning process was fully incorporated from construction through acceptance of the project whereas CALGreen commissioning was performed from the beginning of the construction process. As an element of this commissioning process, the design team used the Owner's Project Requirements (OPR) as a design guide for the development of specific features to be commissioned. This report contains information pertaining to the commissioning process where verification that the tenant project's energy-related systems are installed, calibrated, and perform according to the daily operating requirements of the building's owner and the design intent, OPR, Basis of Design (BOD) and the manufacturers documentation. The Commissioning Agent is an independent consultant brought in by the Owner Ebullition Brew Works, LLC. The Commissioning Agent's responsibility is to exact this verification and that the systems in this project are installed and operating as designed in the construction documents and the BOD and satisfy the owner's requirements established in the OPR, and remain sustainable per the requirements of CALGreen building code. As such, the Commissioning Agent is responsible to work with the property owner and the construction team; to independently evaluate the commissioned systems during the final stage of construction to assure that the systems are functioning as designed and intended by the respective manufacture's requirements. Benefits of commissioning include reduced energy use, lower operating costs, reduced contractor callbacks, better building documentation, improved occupant productivity and verification that the systems perform in accordance with the owner's project requirements. The following systems were commissioned and documented during the project to confirm that they met project requirements: HVAC systems and controls Indoor and outdoor lighting Lighting Controls Domestic hot water system Commissioning also included reviewing the building's operation and maintenance manuals, and insuring that training was completed. The owner's maintenance team was trained on the HVAC systems and controls, fire and safety systems, access controls, lighting controls, and water heating system. Copyright © 2014 Energy Inspectors" Corporation. All Rights Reserved. Page 3 After a thorough field verification process was performed, identification of any issues, clarifications, or defects that proved contrary to the construction documents and/or provided submittals were brought to the attention of the owner's agents. Corrective measures were taken to resolve the issues and there are no outstanding issues (see Attachment E). Section 20 Project Overview The General Contractor, Green Applications, was responsible for remittance of manuals and warranties for the Owner, relating to the operation and maintenance of the Commissioned Systems. System selection, features, and efficiency were developed by the Owner's design team and installed by the General Contractor. Construction Phase Commissioning Review of Mechanical, Lighting. and Water Heating System. The General Contractor (GC) took the responsibility of verification and approval of the selected system components that were installed, such that they met the Owner's design requirements (OPR and BOD). Commissioning Plan - Construction Phase Energy Inspectors commissioning team was hired to provide comprehensive construction commissioning; additionally, the team was responsible to deliver the required CALGreen documents based on the project's requirements and the construction documents. Energy Inspectors was responsible for the development of a commissioning plan that guided the construction team through the commissioning process. The plan outlined very specific requirements for each member of the construction team. Some of the broad areas outlined in this plan were as follows: Provide direction for the commissioning process during the construction phase of the project. Provide a schedule of the commissioning activities. Develop lines of reporting regarding approvals and coordination for the project. Outline equipment to be commissioned. Provide contacts, numbers and address for each member of the construction team. Outline .execution of Prefunctional checklists for equipment startup. Listed requirements for O&M manual reviews. Listed requirements for training of the owner personnel. Listed commissioning related requirements for each team member for this project. Construction Phase Commissioning Scoping / Kick-Off Meeting Copyright © 2014 Energy InspectorsTM Corporation. All Rights Reserved. Page 4 The meeting was held with commissioning team to review the Commissioning Plan, which outlined each team member's responsibilities regarding building commissioning on the project. Acceptance Phase• Functional and Start-Up Performance Testing Pre and post construction, the Heating, Ventilation, and Air Conditioning (HVAC), HVAC control, lighting, lighting control, and hot water heater, were subjected to a verification process. The verification process was performed onsite by a pre-functional visual observation of all the installed systems. The Heating, Ventilation, and Air Conditioning (HVAC), HVAC control, lighting, lighting control, and hot water heater systems were all operational during the verification process, and any discrepancies were noted in the field report log (Attachment E). HVAC and Controls HVAC and controls are installed and functional as per manufacturer's specifications based on field observations/start-up. The HVAC equipment were installed properly and submittal documentation for the equipment was referenced as part of the verification. The HVAC systems are consistent with the BOD and the OPR documentation. Indoor Air Quality is maintained by ventilation features and the use of MERV 8 filters. In addition, TAB air balance testing was also performed and the designed versus actual CFMs are within the acceptable range. See Attachments D and Dl for HVAC and air balancing report. Lighting and Controls Interior lighting and controls are installed and functional as per manufacturer's specifications based on field observation/start-up. Lighting systems have been established turn "OFF" and "ON" and can be re-programmed, if needed. Lighting selections were either provided by the owner or have .been acknowledged through a formal submittal, approved by the Owner's design team. All fixtures meet or exceed the original design requirements of the OPR efficiency goals and BOD design targets. See Attachments D2 & D2. 1. Hot Water Heating Hot water heating system is installed and functional as per manufacturer's specifications based on field observation/start-up. One (1) water heater is installed as specified on the Construction Copyright © 2014 Energy Inspectors" Corporation. All Rights Reserved. Page 5 Set of plans. The A.O Smith BTH 120 is functional and meets the efficiency requirements of the BOD. See Attachment D3. O&M Manual Review/Systems Manual The operations and maintenance manuals are provided and reviewed by the GC and the Commissioning Agent for the Owner's use. These manuals have been carefully developed to provide clarity for the Owner and his administrative staff, and are found to be complete and concise in regard to the systems that have been installed and operated. At the Owner's discretion, these documents can be made available to any required maintenance and service personnel. O&M manual locations and dates received are listed below: Manual TyDe Manual Location Date Received Mechanical/HVAC Control Systems, Lighting Systems, and Water Heating System Maintenance staff I office 12/9/19 A Systems Manual, documenting the information focusing on the operation-of the building Systems were also developed. This document provides information needed to understand, operate, and maintain the equipment and systems and informs those not involved in the design and construction of the building systems (see Attachment F). Training The tenant training process was administrated by the GC, which included all necessary per validated by the Owner and his agent. The training took place on the week of December 2019 with the following emphasis: HVAC systems and controls, fire and safety systems, access controls, lighting controls, and water heating.system. Copyright © 2014 Energy InspectorSTM Corporation. All Rights Reserved. Page 6 Attachment Index Attachment A Owner's Project Requirements Attachment B Basis of Design Attachment C - Commissioning Plan Attachment D-D1 - HVACañd TAB Air Balance D2 & D2.1 - Lighting System Results D3 - Water Heating System Results.. Attachment E. . Commissioning Ithues Log Attachment F -• • System Manual Copyright © 2014 Energy InspectorsTM Corporation. All Rights Reserved. • • Page Attachment A ENERGY INSPECTORS A Key Element in your Energy Efficient Design ENERGY INSPECTORSTM 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 T 760.761.3695 F 760.7613650 C 760.498.6509 www.Eneravinsoectors.com May 22, 2019 CALGreen Commissioning - Owner's Project Requirements (OPR) Ebullition Brew Works Bressi Ranch, Carlsbad, CA 92009 CALGreen .Code Excerpt: The Owner's Project Requirements (OPR) is in compliance with the 2016 CALGreen Code Section 5.41.2.1-2. Project. .. General Building Information: . Project Name: Ebullition Brew Works Project Owner: Bressi Retail, LLC Project Location: Bressi Ranch, Carlsbad, CA 92009 Building Size: 1,947 sqft Number of Stories: I Construction Type: TypèV-B Occupancy Type: M A Key Element in your Energy Efficient Design ENERGY INSPECTORS Executive. Summary This owner's project requirements (OPR) document provides clear and concise documentation of Ebullition Brew Works's goals, expectations, and requirements for the building design and construction. The OPR establishes the owner's objectives and requirements and those shall be used for the development of the Basis of Design (BOD) and the Commissioning (Cx) Plan. The Commissioning Agent utilizes the OPR as the record of established requirements that is the basis of the commissioning process. Additionally, the .OPR is considered a "living" document during the design phase of the project and is subject to change as the design progresses. Ebullition Brew Works consists of commercial kitchen, beer tasting room, office, bar, and restrooms. Owner and User Requirements Facility and main floor area shall be designed with open concept to accommodate flexible shelf spaces/configurations, and/or accommodate future. expansion, if needed. The building materials shall be durable and easy to maintain. The building will be clean and ready for immediate occupancy at building turn over. Desired building lifespan shall be at least 40 years. Environmental and Sustainability Goals . Meet or exceed the California Green Building Standards (Title 24, part 11) requirements. Provide an energy efficient building that meets or exceeds, the governing codes and standards. Meet required storm water pollution protections and controls. Install water efficient code compliant plumbing fixtures. Energy Efficiency Goals Overall efficiency of building shall meet California Energy Code, Title 24, part 6 Energy Standards. Lighting system efficiency shall meet California Energy Code, Title 24, part 6 Energy Standards.' HVAC equipment and efficiency shall 'be at least 80% AFUE and 13.0 SEER, and/or meet minimum Title 24 Codes and Standards. Ebullition Brew Works (OPR) , Page 2 w. ENERGY INSPECTORS A Key Element in your Energy Efficient Design Maximize interior daylighting with minimize lighting needs and heat gain Additional energy efficiency measures that provide cost effective energy savings shall identified and included whereverfeasible. Indoor Environmental Quality Requirements Air Quality, Ventilation, and Filtration Implement a construction phase indoor pollution protection plan that reduces particulate, mold, and other pollutants during construction phase. Cover all ductwork openings to prevent pollutants from entering the HVAC system. HVAC equipment used during the construction phase must take steps to protect all return air openings with high efficiency filtering material and all filters shall be replaced with new filters prior to turn over of the facility to the Owner. Ventilation and filtration requirements: All mechanical equipment to have minimum .MER [;] filters, per CGBC 5.504.5.3. Occupancy HVAC control requirements: Mechanical rooftop units to have individual thermostats located in common accessible areas. All selections of equipment, components, and subcomponents shall comply with all sections of the CAI-Green code. Lighting Lighting system efficiency shall meet California Energy Code performance approach energy budget. Lighting systems and lighting fixtures and/or controls shall be selected to meet Title 24, rt. 6 minimum efficiency requirements. Lighting Systems: All lighting fixtures will be new Lamping will be fluorescent and/or LED Lighting fixtures will be energy efficient Lighting fixture controls will include automatic shut off in accordance with Title 24, part 6 requirements Ebullition Brew Works (OPR) 3 A Key Element in your Energy Efficient Design ENERGY INSPECTORS Temperature and Humidity Indoor design temperature at roughly 75°F and relative humidity at roughly 50%. Acoustics Building shall be designed up to 85 dBA to account for peak. Other Owner Requirements Manual override capability shall be installed on both lighting and HVAC system to accommodate after-hours usage. . All interior finish materials shall meet the VOC limitations established by CALGreen. All carpet not provided by the Owner shall meet the Carpet & Rug Institute's Green Label. requirements or the appropriate section(s) of CALGreen. Plywood, particle board, and other composite wood or agrifiber products used in the construction shall be certified to contain no added urea formaldehyde resins. Note: all structural members consisting of composite construction, are exempt from CALGreen requirements. All building materials stored on site prior to installation shall be stored so that there is no buildup of moisture, dust, mold or other pollutants on or in the materials. Equipment and Systems Expectations Level of Quality, Reliability, Equipment Type, Flexibility, Maintenance, and Complexity Desired shall be determined by the Engineer of Record for a particular identified system. Specific Efficiency Targets, Desired Technology's, or Preferred Manufactures for Building Systems, Acoustics, and Ventilation for the. equipment selected by Ebullition Brew Works which comply with all applicable state building codes. Degree of System Integration, Automation, and Functionality for Controls shall be determined by the Engineer of Record to accomplish compliande with state mandated codes and maybe modified through the construction process to achieve higher levels of flexibility. Ebullition Brew Works (OPR) ,. . Page 4 A Key Element in your Energy Efficient Design Building Occupancy and O&M Personnel Expectations Description of How the Building will be operated and by whom The building occupants will have the following expectations for the Ebullition Brew Wo The lighting will be even, without glare, and adequate for daily operations. Electrical power will be adequate, with reasonable space capacity for growth of usage. The HVAC systems will function properly and will provide thermal comfort without cold or hot areas. The HVAC systems will function without perceptible noise of vibration within conditioned areas. The indoor environment will be free of irritating odors, fumes, and pollutants. The operations and maintenance personnel will have the following expectations for this facility: The building finishes will be durable and easy to maintain. The building will be clean and ready for immediate occupancy at building turn ov O&M personnel will receive training on the operation of building systems and the required periodic. maintenance requirements of all equipment. Equipment manuals spare parts lists, and supplier contracts will be delivered to Ebullition Brew Works prior to building turn over. Equipment warranties and guarantees will be delivered to Ebullition Brew Works prior to building turn over. Building equipment will be easily accessible, of standard manufacture, easily repaired, with readily available spare parts. Day-to-day HVAC operation will be performed by Ebullition Brew Wàrks's staff. Periodic HVAC maintenance will be performed by a service company. Level of training and orientation required understanding, operating and use the building shall be determined based on recommendations from the Engineer of Record and Installing contractor o the selected systems. Ebullition Brew Works (OPR). 61 Attachment B A Key Element in your Energy Efficient Design ENERGY INSPECTORS 1. Civic Center Drive, Suite 300 San Marcos, CA 92069 T 760.761.3695 F 760.761.3650 C 760.498.6509 www.Eneravinspectors.com May 22, 2019 CALGreen Commissiàning - Basis of Design (BOD) Ebullition Brew Works. Bressi Ranch, Carlsbad, CA 92009 Ebullition Brew Works - Carlsbad incorporates commercial kitchen, beer tasting room, office, bar, and restrooms. This document outlines the Basis of Design for the project. The objective of this document is to provide a narrative describing the design of the Heating, Ventilation, Air Conditioning (HVAC) Systems and Controls, Indoor lighting Systems and Controls, Water Heating Systems, and outlines the design assumptions of each set of system and controls to be installed into the building. CALGreen Code Excerpt: The Basis of Design (BOD) is in compliance with the 2016 CALGreen Code, Section 5.410.2.1-2. 1 1. Heating, Ventilation, Air Conditioning (HVAC) System and Controls 1.1 Narrative Description of System _____________ • EXISTING ROOFTOP PACKAGED HEAT PUMP SCHEDULE TOTAL SENSIBLE HEATING FAN SEER ELECTRICAL MN. TOTAL MARK MANUFAC1*JREI MODEL AREA SERVED COOLING COOLING CFM SPOR EED MOTOR OSA (INWÔ. fiR KCop IG AMPS MOCP IAHT REMARKS CFM YORK RPM HP VOLT P11 xE08MB3SPtAN92j 704 840 5800 733 24 600 05 35 460 3 8020A 25.0 1130 12.1 77 YORK EXISTING UNIT TO REMAIN. NEW & EXISTING EXHAUST & SUPPLY FAN SCHEDULE MARK MANUFACTURER MODEL TYPE AREA SERVED CFM E.S.P.FAN (IN.W.G. RPM HP (WAIlS ELECTRICAL OPER. VEIG H REMARKS VOLTS PH. HZ. EF FANIECH RVF-TOXL EXT WALLMT0 ELECTRICAL ROOM 600 025 1525 0.41 120 1 60 32 EXIS11NG TO REMAIN. EF COOK GC-166 CEILING JANITOR 150 0.3 1120 (53.6) 120 I 60 12 CONTROL VIA LIGHT SWITCH. ROOM - - - - - - COOK GC.I48 CEILING MEN'S RR 120 0.3 1032 (44.1) 120 I 80 12 CONTROL VIA LIGHT SWITCH. COOK GC-148 CEILING WOMEKSRR 120 0.3 1032 (44.1) 120 I 60 12 CONTROLVIAUGKT SWITCH. 16SCPM EXHAUST HOOD 360 075 1530 106 120 1 60 423 INTERI.00KOPEPATION WITH SF.1N. IN COOK COOK 12OKSP.B HOOD 2,688 0.4 713 0.58 120 1 60 170 INTERI.00KOPERAIIONWIIHEF-4N. AIR HVAC systems shall be installed with controls that: Are capable of shutting off the system during period of non-use and shall have an automatic time switch control device complying with section 119(c) with an accessible manual override that allows operation of the system for up to 4 hours. Automatically restart and temporarily operate the system as required to maintain setback thermostat setpoints for both heating and cooling. Shuts down the ventilation systems during a fire. Bathrooms will be exhausted to the minimum air changes per hour (A CH) as required and will be ducted to the outside. Bathroom exhausts shall be interlocked with light switches. 1.2 Reasons for System Selection A. The system is consistent with the owner's preference and is designed to be highly efficient. The HVAC system selection was based on cost effective energy savings, ease of installation, and a designated location for service and maintenance saves time and cost. 2 1.3 Indoor and Outdoor Temperature Design The indoor and outdoor design conditions are based on the latest requirements of ASHRAE Handbooks design standards for the mechanical systems and will be based on the following conditions: Summer outdoor design conditions: 77 OF dr/bulb; 65 OF wetbulb. Winter outdoor design conditions: .Q°F dr/bulb Indoor design conditions: I75 F 50 %RH;3Q...°F heating 1.4 Sequence of Operations Indoor temperature setpoints shall conform to Title 24 mandatory measures. Operating hours shall be: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Closed Closed 3PM- 9PM 3PM— 9PM 3PM- 12PM- 12PM- 10PM 10PM- 8PM 1.5 Codes and Standards The latest editIons of the codes and standards are intended as guidelines for design. The codes and standards are not limited to the lists below: Codes California Plumbing Code, 2016 Code. California Energy Conservation Code International Fire Protection Code California Mechanical Code, 2016 Code. California Building Code, 2016 Code. California Fire Code, 2016 Code. California Administrative Code Title 8 General Industry Safety Order Title 17 Public Health Title 22 Social Security oTitle 24 Part 6 Building Energy Efficiency Standards oTitle 24 Part 11 California Green Buildings Standards Code Standards . ANSI American National Standards Institute UL Underwriters Laboratories AGA American Gas Association ASME American Society of Mechanical Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning Engineers ARI American Refrigeration Institute ASTM American Society for Testing and Materials FM Factory Mutual NFPA National Fire Protection Association 2. Lighting System 2.1 Narrative Description of System FIXTURE MANUFACTURER FIXTURE VOLT LAMP TYPE INFORMATION DESCRIPTION WATTS LITHONIA LIGHTING SURFACE MOUNTED LINEAR LED LIGHT 211V Fl PROVIDE WITH EXPLOSION PROOF COVER 40WLED CPANL LED PROVIDE WITH DIMMABLE CONTROLS 40W GE LIGHTING LED OOWNLIOHT 277V - F2 PROVIDE WITH DIMMABLE CONTROLS 20WLED LUMINATION 016" ROUND 20W SERIES DRACO LED DOWNLIGHT 277V F3 PROVIDE WITH DIMMABLE CONTROLS 3OWLED BS73OLEO 30W STONE LIGHTING LED SCONCE 277V F4 PROVIDE WITH DIMMABLE CONTROLS 22WLED TIDE MODEL 22W WAC LIGHTING LEO LINEAR LIGHT FIXTURE 277V FE PROVIDE WITH DIMMABLE CONTROLS 20WLED BRING DWELED 20W TBD EXIT SIGN WITH FACES AND ARROWS WV Xl AS REQUIRED BY PLANS. PROVIDE WITH WITH 00 MINUTE EMERGENCY BATTERY BACKUP. 2W UNIT 2.2 Reasons for System Selection The systems are consistent with the owner's preference to provide adequate levels of light to perform operational tasks while reducing glare and maintaining visual discomfort while conserving energy and reducing heat gain through lighting fixtures. 2.3 Lighting Design Criteria and Power Design Targets The lighting design criteria are based on owner's project requirement and meet the Title 24 requirements. Fixture selection and locations have been coordinated with the owner. See Title 24's Lighting Schedule (LTG-IC Certificate of Compliance) and lighting construction documents. ) 3. Water Heating System 3.1 Narrative Description of System - PLUMBING EQUIPMENT SCHEDULE MARK DESCRIPTION LOCATION MANUFACTURER & MODEL NUMBER WH WATER HEATERS (GAS FIRED) SEE PLANS (TANKLESS) RINNAI . RUR1991N HSENSE 199,000 BTUH WITH UNIFORM ENERGY FACTOR OF .93. 120V160 HV4 AMPS, 11 GPM. \....../ WH WATER HEATER. (GAS FIRED) SEE PLANS RINNAI . RUR199iN SENSEI 199,000 STUN WITH ONIFORM ENERGY FACTOR OF .93, 120V160 HV4 AMPS, 11 GPM. - (TANKLESS) CP DOMESTIC HOT WATER CIRCULATION PUMP SEE PLANS BELL 8 GOSSET- #SERIES 100, 1112HP, 115V., 1 GPM @5 FT HO. 3.2 Reasons for System Selection B. The system is consistent with the owner's preference and is designed to be highly efficient. The hot water system selection was based on cost effective energy savings, ease of installation, and a designated locatiori for service and maintenance saves time and cost. - I 3.3 Water Heating Load Calculations A. See construction document for details. The water heating load calculations is - determined by number of fixtures and the total demand for each zone. The sizing of the hot water heating system is based on the amount of flow the water heaters can supply per minute. The calculations also factor in the peak usage where the hot water demand is at its highest and the system is capable of distributing the hot water effectively. . . 5 Attachment C Ebullition Brew Works Commissioning Plan CALGreen Commissioning 'I Prepared by: A Key Element in your Energy Efficient Design - ENERGY INSPECTORS Energyinspectors 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 1 S May 22, 2019 Project Name: Ebullition Brew Works Project Address: Bressi Ranch, Carlsbad, A 92009 Contents General Building Information: .3 2 Overview .......................................................................................................................................... 3 2.1 Abbreviations and Definitions ...................................................................................................3 2.2 Purpose of the Commissioning Plan .........................................................................................3 2.3 Commissioning Goals and Objectives .......................................................................................4 2.4 Commissioning Scope...............................................................................................................5 3 Commissioning Team Information ...................................................................................................6 4 Roles and Responsibilities................................................................................................................7 4.1 Commissioning Team Flow Chart..............................................................................................8 4.2 General Descriptions of Roles..............................................................................................9 4.3 Specifications and Commissioning ....................................................................... . .................... 9 4.4 General Management Plan and Protocols...............................................................................10 Commissioning Process..................................................................................................................11 5.1 Commissioning Scoping Meeting ............................................................................................. 11 5.2 Final Commissioning Plan ....................................................................................................... 11 5.3 Design Intent Documentation ................................................................................................11 5.4 Submittals ............................................................................................................................... 11 5.5 Site Observation.....................................................................................................................11 5.6 Pre-functional Checklists and Startup Procedures...................................................................11 5.7 Development of Functional Test and Verification Procedures .................................................. 12 5.8 Execution of Functional Testing Procedures ...........................................................................12 5.9 Operations and Maintenance Manuals .................................................................................... 12 5.10 Training and Orientation of Owner Personnel and Occupants ............. .................................... 12 5.11 Warranty Period.....................................................................................................................13 5.12 Commissioning Report ......... . ........................................ . .......................................................... 13 6 Schedule........................................................................................................................................13 6.1 General Issues........................................................................................................................13 6.2 Project Schedule ....................................................................................................................14 Page 2 of 15 1 General Building Information: Project Name: Project Address: Building Type: Square Footage: Building Description: Owner Agency: Scheduled Completion Date: 2 Overview Ebullition Brew Works Bressi Ranch, Carlsbad, CA 92009 Commercial 1,947 SF Brew/Bar• Bressi Retail, LIC 655 Brea Canyon Road Walnut, CA 91789 12/9/2019 2.1 Abbreviations and Definitions The following are common abbreviations used in this document. A/E Architect and Design Engineers CxA Commissioning Agent/Authority CC Controls Contractor Cx Commissioning EM Energy Manager Cx Plan Commissioning Plan Document EC Electrical Contractor MM Maintenance Manager FPT Functional PerformanceTest GC General contractor MC Mechanical Contractor PF Pre-Functional Checklist PM Project Manager Subs Subcontractors to General TAB• -Test, and Balance Contractor Staff Maintenance Staff 2.2 Purpose of the Commissioning Plan The purpose of the Cx Plan is to provide direction for the commissioning process during construction as described in detail in the specifications, providing resolution for issues such as scheduling, roles and responsibilities, lines of communication and reporting, approvals, and coordination. The Cx Plan, in no case, supersedes the Specifications. Page 3 of 15 2.3 Commissioning Goals and Objectives Commissioning is a systematic process of ensuring that the building systems perform according to the design intent and the owner's operational requirements as referenced in the Owner's Project Requirements document.All equipment and systems should be installed according to manufacturer's recommendations and the best practices and standards of the industry. Commissioning will include documenting the design intent, followed by activities in the construction, acceptance, and warranty phases of the project. The participation of the contractors in commissioning activities will follow the requirements defined in the specifications. The three main goals of the commissioning process are: Facilitate the final acceptance of the project at the earliest possible date. Facilitate the transfer of the project to the owner's maintenance staff. Ensure that the comfort systems meet the requirements of the occupants. Commissioning is also intended to achieve the following specific objectives: Verify and document that the equipment is installed and started per manufacturer's recommendations. Verify and document that equipment and systems receive complete operational checkout by installing contractors. Verify and document system performance with functional performance testing. Verify the completeness of operations and maintenance materials. Ensure that the owner's operating personnel are adequately trained on the operation and maintenance of the building equipment. Commissioning process does not take away from or reduce responsibility of system designers or installing contractors to provide a finished and fully functioning product. Page 4 of 15 2.4 Commissioning Scope The following systems will be commissioned in this project. All general references to equipment in this document refer only to equipment that is to be commissioned. System Equipment HVAC Systems and Controls HVAC Equipment Ducting Controls Exhaust Fans Lighting and Controls Light Fixtures Lighting Controls Hot Water Heating System Water Heater Page 5 of 15 3 Commissioning Team Information Function Name/Address Contact Information Owner Bressi Retail, LLC 655 Brea Canyon Road Ph (909) 594-9500 Walnut, CA91789 Tenant Ebullition Brew Works, LIC Jesse Richardson 2449 Cades Way, Suite D Ph (760) 842-1046 Vista, CA 92081 jesse@ebullitionbrew.com General Contractor CLTVT Mark Simons P.O. Box 4118 Ph (760) 497-3157 Carlsbad, CA 92018 msimons@cItvt.com Commissioning Agent Energy Inspectors Steve Vang iCivic Center Dr, Suite 300 Ph (760) 498-6509 San Marcos, CA 92069 svang@eicompanies.com Architect Jennifer Robinson Architects Jennifer Robinson 8218 Royal Gorge Drive Ph (619) 571-9114 San Diego, CA 92119 jennifer@jrobinsonarchitects.com Mechanical and Marino Design Consulting, Inc. Plumbing Engineer 7757 Eagle.Ridge Drive Ph (858) 705-2796 San Diego, CA 92119 Electrical Engineer MPE Consulting 17065 Camino San Bernardo, Suite 100 Ph (858) 673-4445 San Diego, CA 92127 Mechanical L.R. Shrum Heating & A/C, Inc. Les Shrum Contractor 1997 Friendship Drive, Suite H Ph (619) 258-7651 El Cajon, CA 92020 lshrum@lrshrurn.com Electrical, Lighting, JP Electric, Corp. John Ivicevic & Controls 2420 Grand Ave., Suite Hi Ph (760) 801-4400 COntractor Vista, CA 92081 Plumbing B+M Plumbing, Inc. Mike Michalovich Contractor 15500 Erwin Street, Suite 1021 - Ph (818) 901-2828 Van Nuys, CA 91411 Page 6 of 15 4 Roles and Responsibilities General Management Plan In general, the CxA coordinates the commissioning activities and reports to the owner's construction representative. The CxA's responsibilities, along with all other contractor's commissioning responsibilities are detailed in the specifications. The Specifications will take precedence over the Commissioning Plan. All members work together to fulfill contracted responsibilities and meet the objectives of the Contract Documents. Page 7 of 15 4.1 Commissioning Team Flow Chart CALGreen Commissioning Action Steps Owner/Arch itect/CxA develops OPR MEP, & lighting designer create BOD CxAreviews OPR and BOO Project team incOrporates commissioning requirements into construction documents CxA conducts commissioning design review CxA diilops and presents commissioning plan based on OPR and BOO prior to Building Permit issuance j Design Construction Documents / CxA reviews contractor submittals and prefunctional checklists (provided by contractors) CxA verifies installation and performance of building systems Contractors perform (CxA observes) systems functional performance testing CXA develops systems manual for commissioned systems and verifies that• L training requirements are completed Building systems acceptance CxA develops commissioning report Installation Page 8 of 15 C A.2 General Descriptions of Roles General descriptions of the commissioning roles are as follows:' CxA: Coordinates the commissioning process, reviews testing plans, observes and documents system testing and reviews training materials. PM: Project Manager, facilitates the commissioning process, ensures that Subs perform their responsibilities and integrates commissioning into the construction process and schedule. 015: Owner, or Owner's Technical Staff, plan/attend commissioning scoping meeting, controls 51 integration meeting, and additional meetings as necessary, arranges for facility operating and maintenance personnel to participate in commissioning activities and training session, and finally provide final acceptance for commissioning work. OPM: Owner's Program Manager facilitates and supports the commissioning process and gives final.approval of the commissioning work. MM: Maintenance Manager coordinates maintenance staff participation in commissioning activities. GC(C): Construction Manager/General Contractor, facilitates the commissioning process, ensures that Subs perform their responsibilities and integrates commissioning into the construction process and schedule. Subs: Subcontractors, demonstrate correct system performance: Staff: Participate in commissioning tasks and performance testing, review 0&M documentation, and attend training. A/E: Design Team, attend commissioning scoping meeting, controls integration meeting and additional meeting as necessary, provide design intent and sequence of operation documentation as required, perform construction observation, approve O&M manuals, assist in resolving problems, and optionally witness equipment startup and performance testing. • • • - Mfr.: • Equipment manufacturers and vendors provide documentation to facilitate the commissioning work and perform contracting startup. TAB: Test and Balance Representative, third party contractor performing the test and balance portion of the contract. • • 4.3 Specifications and Commissioning Commissioning language shall be incorporated into the planset under the general notes section. LI Page 9 of 15 4.4 General Management Plan and Protocols The following protocols will be used on this project. Issue Protocol For requests for information (RFI) The CxA goes first through the PM or formal documentation requests: For minor or verbal information The CxA goes direct to the informed party and clarifications: For notifying contractors of The CxA dOcuments deficiencies through the deficiencies: PM, but may discuss deficiencyissues with contractors prior to notifying the PM. For scheduling functional test The CxA provides input and coordination of or training: testing and training. Scheduling is done through the PM. For scheduling of commissioning The CxA selects the date and schedules through meetings: the PM. For making a request for The CxA has no authority to issue change. significant changes: orders. : For making minor changes in Any required changes in sequences of specified sequences of operation required to correct operational operations: deficiencies must be approved and documented by the PM and A/E team. The CxA may recommend to the PM changes in sequences of operation to improve efficiency or control. Subcontractors disagreeing with Resolve issues at the lowest level possible. First requests or interpretations by the with the CxA, then with the GC and PM. Some CxA shall issues may require input from the AlE team. Page 10 of 15 5 Commissioning Process This section sequentially details the commissioning process by commissioning task or activity. 5.1 Commissioning Scoping Meeting The scopihg meeting brings together all members of the design, construction, and operations team that will be involved in the commissioning process. Each building system to be commissioned is addressed, including commissioning requirements, and completion and start up schedules. During the scoping meetings, all parties agree on the scope of work, tasks, schedules, deliverables, and responsibilities for implementation of the Commissioning Plan. 5.2 Final Commissioning Plan The CxA finalizes the draft Commissioning Plan using the information gathered from the scoping meeting. The initial commissioning schedule is also developed along with a detailed timeline. The timeline is fine-tuned as construction progresses. The Project Manual (Specification) takes precedence over the Commissioning Plan. 5.3 Design Intent Documentation The design requirements, relative to the building systems selected for commissioning, must be explicitly documented in order to establish a baseline of performance expectations against which the actual• installed performance is compared. The CxA, with the assistance of the building owner and design team, prepares a Design Intent Summary that documents the design intent for those building systems selected for commissioning. The Design Intent Summary reflects the underlying assumptions and requirements that become represented in the construction documents. 5.4 Submittals The general contractor will provide the CxA with a set of equipment and system submittals. This equipment data includes installation and start-up procedures, O&M data, performance data and temperature control drawings. The subcontractors, general contractor or A/E notify the CxA of any new design intent or operating parameter changes, added control strategies and sequences of operation, or other change orders that may affect commissioned systems. 5.5 Site Observation The CxA makes periodic site visits to witness equipment and system installations. Each site visit will have a specific agenda and will be coordinated with the GC site supervisor. The CxA attends selected planning and job-site meetings in order to remain informed on construction progress and to update parties involved in commissioning. The GC provides the CxA with information regarding substitutions or change orders that may affect commissioning equipment or the commissioning schedule. - 5.6 Pre-functional Checklists and Startup Procedures A Pre-Functional Inspection Checklist will be developed and completed by the mechanical contractor for all mechanical equipment being commissioned. The checklist captures equipment nameplate and characteristics data,. and confirms the as-built status of the equipment or system. The checklists ensure that the systems are complete and operational and document the installation of components and completion of systems. All equipment checklists are to be provided by the contractors (based on manufacturer's data, drawings and specifications to include the required installation, checkout, and start up procedures) and reviewed 'Page 11 of 15 by the commissioning agent. The installing subcontractors date and initial checklists as the construction and start-up is completed. The commissioning agent reviews and verifies the completed checklists before scheduling the functional performance testing. 5.7 Development of Functional Test and Verification Procedures Functional performance testing verifies the intended operation of individual components and system interactions under various conditions and modes of operation. The systems are run through all the sequences of operation and the response of components is verified. Testing proceeds from components to subsystems to systems, and finally to interlocks and connections between systems. The commissioning agent will work with the contractors to prepare functional performance test plans so that the complete sequence of operations is included. The commissioning agent obtains all documentation, including and updated points list, control sequences, and setpoints. If necessary, the commissioning agent may request clarifications from contractors and the design team regarding sequences and operation. Prior to execution, the commissioning agent provides a, copy of the primary equipment tests to the installing subcontractor and general contractor who can review the tests for feasibility, safety, warranty and equipment protection. 5.8 Execution of Functional Testing Procedures The commissioning agent schedules functional tests through the general contractor and subcontractors. Under the supervision of the commissioning agent, the installing subcontractor performs the hardware and/or software manipulations required for the testing. Owner maintenance staff may also be present during system observations. The commissioning agent witnesses and records the results of functional performance testing. Any deficiencies found from functional performance testing will be documented in a Deficiency Report. The report will include all details of the components or systems found to be non-compliant with the parameters of the functional performance tests plans and design documents. The deficiency report will become part of the punch list. The report will detail the adjustments or alterations required to correct the system operation, and identify the responsible party. The deficiency report will be continuously updated. The commissioning agent schedules any required retesting through the general contractor. Decisions regarding deficiencies and corrections are made at as low a level as possible, preferably between commissioning agent, sub-contractor and general contractor. 5.9 Operations and Maintenance Manuals The operation and maintenance manuals prepared by the contractors for the owner's maintenance personnel are reviewed for completeness. The contractors are encouraged to submit O&M manuals at the earliest possible date. Materials may be added, or requested from the contractors, to stress and enhance the importance of system interactions, troubleshooting, and long-term preventative maintenance and operation. A database of preventative maintenance information may also be created from the materials in the O&M manuals. 5.10 Training and Orientation of Owner Personnel and Occupants Effective maintenance personnel's training is critical to the long-term performance of the new building, The commissioning agent will assist the owner and general contractor in organizing the training sessions by identifying the appropriate staff for each session and creating an,overall training plan. For each training session, the contractors provide a detailed agenda for each piece of equipment or system for which training is required. The agenda describes the training scope, duration, and methods, Page 12 of 15 along with the name and qualifications of the trainers. The commissioning agent develops a plan for including in the training session contractors/trainers from different disciplines, when appropriate. The trainer documents each training session (duration, general subjects covered, and attendees). The commissioning agent may witness any of the training sessions. 5.11 Warranty Period Seasonal variation in operations or control strategies may require additional testing during peak cooling and heating seasons to verify system performance. During the warranty period, seasonal testing and other deferred testing is completed as required to fully test all sequences of operation. The commissioning agent coordinates this activity. Tests are executed and deficiencies corrected by the appropriate subcontractors, witnessed by facilities staff and the commissioning agent. Any final adjustments to the O&M manuals and as-built due to the testing are made. The commissioning agent will request input from the owner's operations staff and occupants about the performance of the building systems. The commissioning agent also supports the general contractor's troubleshooting process during the warranty period. The general contractor's warranty team will first try and resolve the issues before requesting assistance from the commissioning agent. 5.12 Commissioning Report A final Commissioning Report will be compiled which summarizes all of the tasks, findings, and documentation of the commissioning process. The report will address the actual performance of the building systems in reference to the design documents. All test reports by various sub-contractors, manufacturers and controlling authorities will be incorporated into the final report. The commissioning report includes: An evaluation of the operating condition of the systems at the time of functional test completion.., Deficiencies that were discovered and the measures taken to correct them. Functional test procedures and results. Reports that document all commissioning field activities as they progressed. 6 Schedule 6.1 General Issues The following sequential priorities are followed: Equipment is not "temporarily" started (for heating and cooling), until pre-start checklist items and all manufacturers' pre-start procedures are completed and moisture, dust and other environmental and-building integrity issues have been addressed. Functional performance testing does not begin until pre-functional, start-up and TAB is completed for a given system. The controls system and equipment it controls are not functionally tested until all points have been calibrated and pre-functional checklists are completed. Page 13 of 15 6.2 Project Schedule Preliminary Commissioning Schedule Commissioning Activity Estimated Start Date Estimated Completion Date Commissioning Plan 5/22/19 6/22/19 Scoping Meeting and Final Plan Submittals 7/1/19 8/1/19 Review Mechanical Submittals Review Lighting Submittals Review Water Heating Submittals Construction Observation / Site Visits 9/1/19 12/9/19 Site Observations HVAC PF Checklist Completion - Lighting PF Checklist Completion Hot Water Heater PF Checklist Completion Power Connected & Available to the Building Startup 11/1/19 12/9/19 HVAC Equipment Startup Lighting System Startup Hot Water Heater System Startup All Systems Startup Documentation Functional Performance Tests • 11/1/19 12/9/19 Test and Balance (3rd Party) TAB Air Side HVAC Functional Performance Testing Lighting Functional Performance Testing Hot Water Heater Functional Performance Testing Post Acceptance Phase, 11/15/19 12/9/19 Owner Move-in O&M, Training Reporting & Warranty 11/15/19 12/9/19 O&M Manuals Submitted Review O&M Manuals Page 14 of 15 Review As-built Documentation Final Commissioning Report - All Commissioned Systems Page 15 of 15 Attachment D Date:I 12/10/2019 I Tech:I Les Model #:_. S0HCQDO8A2C6UO6O Serial #: 2318P96415 Filter change date: Filter sizes: (4) 20X20X2 Equipment Start-up HP 1E Job Name: Ebullition Brew Job Address: 2628 Gateway Rd., Suite 135, Carlsbad, CA Checklist Install T-stat I. x Smoke Detector installed/tested I x WIreRTU: I x Confirm Seismic strapping: x Waterproof the unit I x "P° trap installed & Primed x Phasing Correct: I x Confirm OSA damper function X Confirm fiasing / sealing: x Confirm EM. Heat operation: NA Gas Pressure Enthalpy Setting Economizer Settings Temperature Readings Manifold: A B C D Set minimum position x OD Temp 66 Inlet: Prove free cooling x Heating Electrical I AMP draws C/Li S/L2 11/1.3 . Refrigerant Pressure Compressor #1 Head: 270 Compressor #1 Suction: 150 Compressor #2 Head: 265 Compressor #2 Suction 115 SA Temp 1 103. Compressor #1 3.5 3.8 3.9 RA Temp 71 Compressor #2 3.9 4 4.1 Outdoor Fan 0.6 0.8 - Cooling Indoor Fan RPM - - - SA Temp 44 Running "load" Amps 8.5 9.2 10 RA Temp 62.2 277/480 I - Transformer Voltage Split HP System Line Length I N/A Equipment Start-up HP 2E Date:I 12/10/2019 I I I Tech:I Les Job Name: Ebullition Brew Model 4: 50HCQD08A2C6U060 Serial #: 2318P96417 Job Address: 2628 Gateway Rd., Suite 135, Carlsbad. CA Filter change date: Filter sizes: (4)20X20X2 Checklist Install T-stat: I x Smoke Detector installed/tested I_x WireRTU: I_x Confirm Seismic strapping: x Waterproof the unit: I_X P" trap installed & Primed x Phasing Correct I_x Confirm OSA damper function x Confirm fiasing / sealing: x I Confirm EM. Heat operation: NA Gas Gas Pressure Enthalpy Setting Economizer Settings Temperature Readings Manifold: A B C D Set mipimum osition p _x OD Temp _66 Inlet: Prove free cooling x Heating Electrical / AMP draws C/Li S/U R/L3 Refrigerant Pressure SA Temp 96 Compressor #1 3.5 3.8 3 Compressor #1Head: _249 RA Temp 67 Compressor #2 4.6 43 4.1 Compressor #1 Suction: _117 ___________ Outdoor Fan 0.6 0.8 - Compressor #2 Head: _266 Cooling Indoor Fan RPM - - Compressor #2 Suction _119 1 SA Temp 47.7 Running "load" Amps 11.3 101 99 RA Temp 64.7 Supply Voltage 277/480 Transformer Voltage Split HP System • Line Length I_N/A Attachment Dl 0 CERTIFIED TEST, ADJUST, AND BALANCE REPORT DATE November 22, 2019 PROJECT EBULLITION BREW WORKS ADDRESS 2628 GATEWAY RD. CARLSBAD, CA 92009 ARCHITECT JENNIFER ROBINSON ARCHITECTS ADDRESS 8218 ROYAL GORGE DRIVE SAN DIEGO,CA 92119 PHONE/FAX 619-571-9114 ENGINEER MARINO DESIGN CONSULTING, INC. ADDRESS 2615 CAMINO DEL RIO SOUTH, SUITE 402 SAN DIEGO, CA 92108 PHONE/FAX 619-550-2615 HVAC CONTRACTOR L.R. SHRUM HEATING & A/C, INC. ADDRESS 1997 FRIENDSHIP DRIVE, SUITE H EL CAJON, CA 92020 PHONE/FAX 619-258-7651 / 619-258-8409 TAB FIRM HARTMANAIRE ADDRESS 12 GARDENIA LAKE.FOREST, CA 92630. PHONE / FAX 951-479-6855 / 949-215-1001 H CERTIFICATION PROJECT EBULLITION BREW WORKS ADDRESS 2628 GATEWAY RD. CA 92009 THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH TABB - ICB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED TABB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH TABB - ICB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. TABB TAB FIRM REG. NO. TB0690817C CERTIFIED BY Mario Covarrubias DATE 11/22/2019 (Air Tab Supervisor) THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH TABB- ICB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. TABB TAB FIRM REG. NO. TB0690817C CERTIFIED BY I- DATE (Hydronic Tab Supervisor) SUBMITTED & CERTIFIED BY: TABB TAB FIRM HARTMA NA IRE TAB SUPERVISOR Mario Covarrubias SIGNATURE Zf L11 TABLE OF CONTENTS SECTION I - PROJECT INFORMATION CERTIFICATES i WARRANTY 6 CALIBRATION 7 ABBREVIATION 8 SECTION II- UNIT REPORTS UNIT DATA - HP-IE THRU HP-2E 9 INOUT DATA - HP-.1 E THRU HP-2E 10 EXHAUST DATA - EF-1 N THRU EF-3N 12 INOUT DATA - EF-IN THRU EF-3N 13 EXHAUST DATA - EF-4N THRU SF-1 N 14 INOUT DATA - EF4N THRU SF-i N 15 GREASE FILTER DATA 16 SECTION III - OTHER DATA MECHANICAL PLANS 17 eill t(198 Ot Of Cc çi \oNncDJr) 6b 02 c1 L- NEMIC Lab Z-~OO-W~4 ~~ ICB Labor Co-Chairmaf '1tB060R17C Certification No. NEMIC Management Co-Chairman ICB Management Co-Chairman lune 30. 2021 Expiration Date HRIT MITAS. $ AIR I RAIL I TRANSPORTATION MART INTERNATIONAL CERTIFICATION BOARD I TESTING, ADJUSTING AND BALANCING BUREAU THE PROFESSIONAL'S CHOICE' — ciihs certifies that fMcC(anafian Inc. OB.A Yfartmanaire has comp(eteitfie requirements of certification as a Testing, Adjusting anicBa(ancing Contractor on !May 21, 2019 INTERNATIONAL TESTING, ADJUSTING AND BALANCING BUREAU CERTIFICATION BOARD THE PROFESSIONAL'S CHOICE" #0728 ISO/IEC 17024 Personnel Certification Program atioltaC Certfaf, t c Aw 0 Sheet J4e tat and4Ir C'onccitIonIng Industry This certifies that Vario, Covarrubias Jfas successfully complTetecfthe requirementsfor D1cBcB Technician c73cJ3976775T Certification # cRcnewed fMarcfi 27, 2019 Valid Date Wlarch 27, 2019 Labor Co-Chairman Management Co-Chairman June 30, 2021 Expiration Date Administrator of ICBITABB Valid during qualified employment WE _ q INTERNATIONAL v TESTING, ADJUSTING AND BALANCING BUREAU CERTIFICATION BOARD THE PROFESSIONAL'S CHOICE' #0728 ISO/IEC 17024 Personnel Certification Program 0t101 Cert ic QI0 'Y11 Sheet jtletcit ancLT4Ir Conditioning Industry 7'his certifies that Wlario Cov'arrubias* J-(as successfully comp(eteifthe requirementsfor DtcBcB Supervisor Tc73976775S Certification # Renewed June 28, 2019 Valid Date June 30, 2021 Expiration Date June 28, 2019 Labor Co-Chairman Management Co-Chairman Administrator of IC8/TAB Valid during qualified employment ANSI Accredited Program PERSONNEL CERTIFICATION ID #0728 INTERNATIONAL ICSITABB Technician and Supervisor CERTIFICATION BOARD ICB HVAC FLS1 Technician and Supervisor ICS HVAC FLS2 Technician and Supervisor 10 ,,0 0 iC Cert fl flcat j0 12 Sheet MetaCancUlIr Condition-ing Industry 'Till is c jlHang ies that Don . 5-las successfully comp(eted the requirementsfor 'V4cBcB 'Technician BB1010050T July 21, 2018 PC-4 - C Certification # July 21, 2018 Valid Date December 31, 2020 Libor Co- Chairman Management Co-Chairman Expiration Date Valid during quliiid employment Administrator of TA 1313 INTERNATIONAL CERTIFICATION BOARD ANSI Accredited Program PERSONNEL CERTIFICATION ID #0728 ICBITABB Technician and Supervisor ICS HVAC FLS1 Technician and Supervisor 108 HVAC FLS2 Technician and Supervisor a,C CertfIctt 11a Ion e tiolt Sheet .M e taC and 4Ir ConcCItionIng industry '211 is ce Pscareno es that Erne.-St fl-las successfully completed the requirementsfor '2%BcB Technician BBJ 071852T March 16, 2018 pc-9-4 c Certification # Renewed. March 16, 2018 Valid Date June 30, 2020 Labor Co-Chairman Management Co-Chairman Expiration Date Valid during qiidified ernpluyrnent Administrator of TABB Oc s 12 Gardenia Lake Forest, CA 92630 951-479-6855 Warranty Warranty of Services Hartmanaire warranties the TAB workfor one year from the date of this report. Hartmanaire reserves the right to correct errors or omissions in the collection of data. The Warranty covers Balancing Issues. Off Season Testing: Typical balance report covers testing and balancing of all scheduled equipment, regardless of the outside air temperature. An Off Season test will generally cover temperature measurements Balancing Issues: Any balancing issues or concerns that arise, Hartmanaire will return to the site any time during the warranty period. Systems will be rechecked and verified that tested items adhere with the reported test date, ATNO CHARGE. Warranty Procedures For all warranty items Balancing Issues, Hartmanaire requires a written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are having. Once written notification is received Hartmanaire will schedule a Technician. It is recommended that an Owner, or Architect, or Engineer be on site at that time. Voided Warranty and Additional Charges If a complaint issue is due to a mechanical equipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Hartmanaire reserves the right to resolve any TAB issues. If a third party or competing Test & Balance/Commissioning firm test or adjust any equipment, all project warranty is voided (This is typical standardfor the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competingfirm test or manipulates their systems.) Any return trip to the job site is subject to a service charge and a purchase order will be required before returning to the job site. Document Archiving An electric file of all test documents will be kept on file until the end of the Warranty period During that time an electronic copy of the test date will be provided a no charge. Any additional hard bound copies requested will be subject to afee. Building owner should retain all documentatiorfor future reference. All documentation pertaining to this project will be destroyed in accordance with our record retention schedule. INSTRUMENT CALIBRATION FUNCTION MINIMUM RANGE ACCURACY RESOLUTION INSTRUMENT INFORMATION Calibration interval date Rotation measurement 0 to 5000 rpm ± 2% of reading ± 5 rpm Name/Type Digital Tachometer Manufacture & Model Extec Instuments Serial No. L735549 (6 Months) 4/30/2020 Temperature Measurement Air Immersion . Contact -40 to 240"F -40 to 240"F -40 to 240"F ± 1% of reading ± 1% of reading ± 1% of reading 0.2"F 0.2"F 0.2F Name/Type Digital Tachometer Manufacture & Model Extec/421307 Serial No. 631249 Name/Type Digital Tachometer Manufacture & Model Extec/39240 Serial No. 3034 Name/Type Digital Tachometer Manufacture & Model Extec / 421307 Serial No. 631249 (6 Months) 4/30/2020 (6 Months) 4/30/2020 (6 Months) 4/30/2020 Electrical Measurement Voits AC Amperes 0 to 600 VAC 0 to 100 Amps ± 2% of reading ± 2% of reading 1.0 Volt 0.1 Ampere Name / Type Fluke / Volt-Amp Meter Manufacture & Model 333 Serial No. 8.9E+07 (6 Months) 4/30/2020 Air Pressure Measurement 0 to 10.00 in w.g. ± 2% of reading 0.01 in. w.g. S1 in. w.g. Name / Type Air Flow Meter Manufacture & Model Shortridge / 850 Serial No. M00187 (6 Months) 4/30/2020 Air Velocity Measurement (Not For Pitot tube traverses) 50 to 2500 fpm ± 5% of reading 20 fpm Name / Type Vain Anemometer Manufacture & Model Airflow / LCA6000 Serial No. A13562 (6 Months) 4/30/2020 Humidity Measurement 10 to 90% RH 2% RH 1% - Name/Type Check-it Superheat-Humidity Set Manufacture & Model CHECK-IT 0628 Serial No. 40950 (6 Months) 4/30/2020 Direct Reading Hood 100 to 2000 cfm ± 5% of reading Digital-1 cfm Analog-Not applicable Name/Type Air Flow Meter Manufacture & Model Shortridge /850 Serial No. M00187 (6 Months) -4/30/2020 Pitot Tubes (2 required) 18" minimum adequate length for intended use not applicable Not applicable Name / Type Dwyer Manufacture & Model 18! 36/ 50" Serial No. NA Not Required - - Hydronic Pressure Measurement (Pressure Gauges) -30" hg to 60 psi 0 to 100 psi 0 to 200 psi ± 2% of reading ± 2% of reading ± 2% of reading 0.5 psi 1.0 psi 2.5 psi - - Name / Type Compound & Pressure Gage Manufacture & Model USG 190/150003 1X587 Serial No. 1771 Name / Type Pressure Gage 0 to 100 Manufacture & Model USG 190/ 1X599 Serial No. 3452 Name / Type Pressure Gage 0 to 200 Manufacture & Model USG 190/150003 1X630 Serial No. 1774 (6 Months) 4/30/2020 (6 Months) 4/30/2020 (6 Months) 4/30/2020 Hydronic Differential Pressure Measurement 0 to 100 in. w.g. 0 to 100 ft. w.g. ± 2% of reading ± 2% of reading 1.0 in. w.g. 1.0 ft. w.g. - - Name/Type Water Meter/ Differential Manometer Manufacture & Model Turb-O-Flow / DP2 Serial No. 2973 (6 Months) 4/30/2020 ri 12 Gardenia Lake Forest, CA 92630 951-479-6855 ABBREVIATIONS ACT - Actual AK - Free Area Factor AHU - Air Handling Unit CD - Ceiling Diffuser CER - Ceiling Exhaust Register CFM - Cubic Feet per Minute CR - Ceiling Return Register D.B. - Dry Bulb DD - Direct .Drive DDC - Direct Digital Controls: EMS Control System for the HVAC DL - Drum Louver DNL - Data Not Listed. EF . - Exhaust Fan EMS - Energy Management System ERU - Energy Recovery Unit ENT - Entering FH - Flowhood (Measures CFM Directly SO FPM and AK factors are not required). FPM - Feet per Minute GPM - Gallons per Minute H.P. - Horsepower LVG - Leaving MBH - 1,000 BTUH NA - Not Available / No Access NVL - No Valid Location O.S.A. - Outside Air P.D. - Pressure Drop R.A. - Return Air REQ - Required RPM - Revolutions per Minute RTU - Roof Top Unit S.A. - Supply Air S.F. - Service Factor S.P. - Static Pressure SWS - Side Wall Supply SWR - Side Wall Return TAB - Test, Adjust, and Balance TSP - Total Static Pressure Traverse - CFM readings take in at a point in the ductwork VAV - Variable Air Volume; box that contains a motorized damper that modulates airflow W.B. - Wet Bulb W.G. - Water Gauge 7 H PACKAGE ROOFTOP I HEATPUMP I AC UNIT REPORT PROJECT EBULLITION BREW WORKS LOCATION 2628 GATEWAY RD., CARLSBAD, CA 92009 - FAN NAME HP-1 E HP-2E SERVICE KITCHEN DINING LOCATION ROOF ROOF MANUFACTURER CARRIER CARRIER MODEL # 50HCQD08 50HCQD08 SERIAL# 2318P96415 2318P96417 CFM DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL. DESIGN ACTUAL TOTAL FAN 3000 (A) 3021 3000 (A) 3059 RETURN AIR 2400 (A) 2394 2010 (A) 2038 OUTSIDE AIR . 600(A) .627 990(A) 1021 DAMPER POS OSA % MIN/MAX 4.30/4.0 MIN/MAX 4.7/4.4 STAT PRES DISCHARGE 0.27 0.28 SUCTION 0.16 0.17 ESP . . 0.5 0.43 0.5 0.45 MOTOR FAN MANUFACTURER MARATHON MARATHON HORSEPOWER 2.9 . 2.9 VOLTAGE 460 1 463 460 464 AMPERAGE 3.4 1 3.08 3.4 3.13 PHASE 3 3 RPM/SPEED 1735 1737 1735 1738 SERVICE FACTOR 1.15 1.15 DRIVE MOTOR SHEAVE SIZE 1VL38 x 7/8 1VL38 x 7/8 % CLOSED. 25% 25% FAN SHEAVE SIZE AFD74 x 1" AFD74 x 1" FAN RPM 133/60 Hz 733/60 Hz BELT SIZE /#OF A48-1 . A48-1 CENTER TO CENTER 16 1/2" 16 1/2" NOTES: (A) BALANCED @60 Hz I - a1afl1ure AM _ INOUT REPORT PROJECT EBULLITION BREW WORKS - CARLSBAD, CA AREA NO. KIND SIZE AK DESIGN PRELIM FINAL FPM % REMARKS HP-IE SA KITCHEN I CD 24 x 24 1.00 800 831 104% KITCHEN 2 CD 24 x 24 1.00 200 220 110% KITCHEN 3 CD 24 x 24 1.00 800 766 96% KITCHEN 4 CD 24 x 24. 1.00 880 904 103% BOH 5 CD 24x24 1.001 220 210 95% OFFICE 6 CD 24 x 24 1.00 100. 90 90% T= 3000 3021 101% HP-IE RA KITCHEN I RG 24 x 24 1.001 1090 1070 98% KITCHEN 2 RG 24 x 24 1.00 1090 1084 99% 1 OFFICE 3 RG 24 x 24 1.00 80 87 109% BOH 4 RG 24x24 1.00 140 153 109% T= 2400 2394 . 100% HP-IE OSA . @UNIT 1 EYE- BROW. 36x22 5.50 600 627 105% 1= 600 627 105% Notes: H aanaire AM INOUT REPORT PROJECT EBULLITION BREW WORKS - CA AREA NO. KIND SIZE AK DESIGN PRELIM FINAL FPM % REMARKS HP-2E SA DINING I SWS 12x6 1.00 240 252 105% - - DINING 2 SWS 12x6 1.001 140 144 1 103% 1 - - DINING 3 SWS 12x6 1.00 240 259 108% - - DINING 4 SWS 12x6 1.00 150 158 105% - - DINING 5 SWS 12x6 1.00 330 307 93% - DINING 6 SWS 12x6 1.00 300 311 104% - - DINING 7 SWS 12 x 6 1.00 230 220 96% 1 - - DINING 8 SWS 12x6 1.00 150 160 107% - DINING 9 SWS 12x6 1.00 270 282 104% - - DINING 10 SWS 12x6 1.00 150 163 109% - DINING 11 SWS 12x6 1.00 330 319 97% - DINING 12 SWS 12x6 1.00 200 214 .107% - HALLWAY 13 CD 14x14 1.00 80 88 110% - HALLWAY 14 CD 14x14 1.00 190 182 96% T= 3000 3059 102% HP-2E RA DINING I SWR 24x12 1.00 1830 1868 102% HALLWAY 2 RG 14 x 14 1.00 180 170 - 94% T= 2010 2038 101%. HP-2E .OSA I 990 1021 103% 1= 990 1021 103% Notes: I _____ L EXHAUST FAN REPORT PROJECT EBULLITION BREW WORKS - CARLSBAD, CA FAN DATA FAN NUMBER EF-IN FAN NUMBER EF-2N FAN NUMBER EF-3N Location CEILING CEILING CEILING Service JANITOR MEN'S RESTROOM WOMEN'S RESTROOM Manufacturer COOK COOK COOK Model Number GEMINI 100 GEMINI 100 GEMINI 100 Motor Mfr. INTERLINK INTERLINK INTERLINK Motor H.P. I RPM 44 JW - DIRECT DRIVE VARI 44 JW - DIRECT DRIVE VARI 44 JW - DIRECT DRIVE VARI Volts/Phase 120-1 120-1 120-1 F.L. Amps / S.F. 0.27 - TP 0.27 - TP 0.27 - TP Motor Sheave Diam x Bore DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE % Closed DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Fan Sheave Diam x Bore DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE No. Belts! Size DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 150 137 120 130 120 132 Fan RPM 1120 HIGH SPD 1032 HIGH SPD 1032 HIGH SPD Motor RPM DIRECT DRIVE/ VARI HIGH SPD DIRECT DRIVE! VARI HIGH SPD DIRECT DRIVE/ VARI HIGH SPD E.S.P. 0.3 NVL 0.3 NVL 0.3 NVL Voltage 120 121 120 118 120 119 Amperage 0.27 0.27 0.27 0.27 0.27 0.27 REMARKS: TP: THERMALLY PROTECTED L 'a4maunwa, ire AM INPUT REPORT PROJECT EBULLITION BREW WORKS - CARLSBAD, CA - [.0 11 I I1 fr- *] [cj II II I r 4I .,, - ... I MEN'S RESTROOM I IL.1IIiI*I I['vIi - Notes: H EXHAUST FAN PROJECT EBULLITION BREW WORKS - CARLSBAD, CA FAN DATA FAN NUMBER EF-4N FAN NUMBER SF-IN FAN NUMBER Location ROOF ROOF Service HOOD 1 HOOD I Manufacturer CAPTIVEAIRE CAPTIVEAIRE Model Number DUI80HFA Al-G10 Motor Mfr. TECO CENTURY Motor H.P. /RPM 2.0-1760 1.0- DIRECT DRIVENARI Volts / Phase 208 -3 208 -3 F.L. Amps lS.F. 5.7-1 11.6-TP Motor Sheave Diam x Bore DIRECT DRIVE DIRECT DRIVE % Closed DIRECT DRIVE DIRECT DRIVE Fan Sheave Diam x Bore DIRECT DRIVE DIRECT DRIVE No. Belts! Size DIRECT DRIVE DIRECT DRIVE TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 3360 3187 2688 2439 Fan RPM 1530 43.5 Hz 713 60 Hz Motor RPM 1760 1769 DNL 60 Hz E.S.P. 1.4 1.33 0.4 0.37 Voltage 208 210 208 211 Amperage 5.7 5.2 11.6 10.88 REMARKS: TP:.THERMALLY PROTEcTED . H Lmnire INQUT REPORT PROJECT EBULLITION BREW WORKS - CA [.0 4 I I'II '4 *1 [ci IU II h' I• I V 1I I•.1iA -- -- I u:i.i.i :1 -- KITCHEN ii:r.iii.r. ______ I Is ---- Notes: - I L1 MECHANICAL DIVISION PROJECT: EBULLITION BREW WORKS - CARLSBAD, CA GREASE FILTER DATA NO. GREASE FILTER MANUFACTURE FILTER SIZE NET AREA 1 CAPTRATE (9) 20 x 16 2.076 2 3 4 GREASE FILTER AIR MEASUREMENTS NO. SIZE FILTER MEASUREMENT READINGS TOTAL NET AREA CFM 1 20x16 162 . 162 2.076 336 2 20x16 167 167 2.076 346 3 20x16 173 173 2.076 359 4 20x16 185 185 2.076 384 5 20x16 182 182 2.076 377 6 20x16 177 177 2.076 368 7 20x16 169 169 2.076 350 8 20x16 163 163 1 2.076 338 9 20x16 158 158 1 2.076 329 TOTAL 3187 COMMERCIAL COOKING HOOD AND SYSTEM SPECIFICATIONS HOOD OPEN SIDES: FT.+ FT.+ FT.+ FT. = FEET DISTANCE FROM HOOD TO COOKING SURFACE 5 FEET HOOD WIDTH 4.5 FT. x HOOD LENGTH 12 FT. = 54 SQ. FEET FORMULAS #1Q =300A1200A #2 Q=150A/100A #3 Q=I00AI75A #4 Q= 75A/50A REQ. CFM #1 DUCT SIZE 16"0 IN. x IN. DIVIDED BY 144 = 1.40 SQ. FEET #2 DUCT SIZE IN. x IN. DIVIDED BY 144 = SQ. FEET #3 DUCT SIZE IN. x IN. DIVIDED BY 144 = SQ. FEET LARGEST DUCT SIZE IN. x IN. DIVIDED BY 144= SQ. FEET TOTAL CFM 3360 DIVIDED BY DUCT SIZE 1.40 = 2400 F. P. M. COMMERCIAL COOKING VENTILATION SYSTEM SUMMARY TOTAL HOOD EXHAUST AIR VOLUME 3187 C. F. M. GREASE DUCT SIZE 1.40 SQ. FEET VELOCITY WITHIN GREASE DUCT 2276. F. P. M. Attachment D2 Enforcement Agency Use: Checked by/Date LIGHTING CONTROL ACCEPTANCE DOCUMENT Automatic Shut-off Controls: Automatic Time Switch Control and Occupant Sensor Intent: Lights are turned off or set to a lower level when not needed per Section 110.9(a) & 130.1(c). A. Construction Inspection Fill out Section A to cover spaces 1 through 3 that are functionally tested under Section B. Instruments needed to perform tests include, but are not limited to: hand-held amperage meter, power meter, or light meter 1: Automatic Time Switch Controls Construction Inspection—confirm for all listed in Section B All automatic time switch controls are programmed for (check all): F Weekdays F Weekend F Holidays Document for the owner automatic time switch programming (check all): F Weekday settings F Weekend settings F Holidays settings F Set-up settings F Preference program setting F Verify the correct time and date is properly set In the time switch F Verify the battery is installed and energized F Override time limit is no more than 2 hours F Occupant Sensors and Automatic Time Switch Controls have been certified to the Energy Commission in accordance with the applicable provision in Section 110.9 of the Standards, and model numbers for all such controls are listed on the Commission database as Certified Appliance and Control Devices 2. Occupancy Sensor Construction Inspection—confirm for all listed in Section B F Occupancy sensors are not located within 4 feet ofany HVAC diffuser F Ultrasonic occupancy sensors do not emit audible sound 5 feet from source This is page 1 of 31 B. Functional Testing of Lighting Controls For every space in the building, conduct functional tests 1 through 5 below if applicable. If there are several geometrically similar spaces that use the same lighting controls, test only one space and list in the cells below which "untested spaces" are represented by that tested space. EXCEPTION: For buildings with up to seven (7) occupancy sensors, all occupancy sensors shall be tested. (NA7.6.2.3) Representative Spaces Selected Tested space/room name: kitchen Space Type (office, corridor, etc) kitchen Untested areas/rooms hall and dinning Confirm compliance for all control system types (1-5) present in each space: 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. F Step 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. F Manual override switch controls only the lights in the selected ceiling height partitioned space where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key F type). Step 3: System returned to initial operating conditions F 2. Occupancy Sensors Step 1: Simulate an unoccupied condition Lights controlled by occupancy sensors turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(b) F The occupant sensor does not trigger a false 'on' from movement in an area -Fw adjacent to the controlled space or from HVAC operation. Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied and lights may be turned on F manually This is page 2 of 31 Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Ughts go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false eon' from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80% or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled r areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to r 70% of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on' from movement in an area r adjacent to the controlled space or from HVAC operation. This isoage3 of 31 S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 ft , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. a. Area served by controlled lighting ft2 I °b. Enter PAF corresponding to controlled area from line (a) above (<125 ft2 for PAF=0.4, 126-250 ft2 for PAF=0.3, 251-500 ft2 for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance. The PAF corresponding to the controlled area (line b), is greater than or equal to r the PAF claimed in the compliance documentation (line c). Sensors shall not trigger in response to movement in adjacent walkways or workspaces All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control) and all answers are Yes. I This is page 4 of 31 OF ACCEPTANCE C. Testing Results Automatic Time Switch Controls (all answers must be Yes). Occupancy Sensor (On Off Control) (all answers must be Yes). Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. r Partial On Occupant Sensor for PAF (all answers must be Yes). 1710 Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must pass Test 2. r Representative Spaces Selected Tested space/room name: cooler box Space Type (office, corridor, etc) I I storage I I Untested areas/rooms hall and dinning ' I Confirm compliance for all control system types (1-5) present in each space: 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. I F Step 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. Manual override switch controls only the lights in the selected ceiling height partitioned space where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). Step 3: System returned to initial operating conditions J F I 2. Occupancy Sensors Step 1: Simulate an unoccupied condition N I This i&page5of31 I Lights controlled by occupancy sensors turn off within a maximum of 20 minutes 1 17 from start of an unoccupied condition per Standard Section 110.9(b) The occupant sensor does not trigger a false 'on' from movement in an area F adjacent to the controlled space or from HVAC operation. Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on F manually Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80% or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition Theoccupant sensing controls shall turn lights fully ON in each separately controlled r areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1; -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to r 70% of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually r deactivate all of the Lights. This is page 6 of 31 CERTIFICATE OFACCEFFANCE IRcLT1-A I lU&itingConiml I Il'miart Name: Evolution IlEnforcement Agency: CITY OF CARLSBAD IIPem1t Numbar: CBC2019-021 I IProiect Address: 2628 Gateway rd IlCity: Carlsbad liZip Code: 92009 I Step 2. Simulate an unoccupied condition - Both stages (automatic on and manual on) lights turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false eon' from movement in an area adjacent to the controlled space or from HVAC operation. This i&page 7 of 31 S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 ft , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting ft2 I Enter PAF corresponding to controlled area from line (a) above (<125 ft2 for PAF=0.4, 126-250 ft2 for PAF=0;3, 251-500 ft2 for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance. The PAF corresponding to the controlled area (line b), is greater than or equal to r the PAF claimed in the compliance documentation (line C).. Sensors shall not trigger in response to movement in adjacent walkways or workspaces All steps are conducted in Functional Test 20ccupancy Sensor (0n0ff Control) and all answers are Yes. is page 8 of 31 mber. CBC20I9.021 92009 C. Testing Results Automatic Time Switch Controls (all answers must be Yes). F Occupancy Sensor (On Off Control) (all answers must be Yes). F Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be r accompanied by passing Test 1 or Test 2. Partial On Occupant Sensor for PAF (all answers must be Yes). Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must r pass Test 2. Representative Spaces Selected Tested space/room name: storage Space Type (office, corridor, etc) storage I Untested areas/rooms hall and dinning I I Confirm compliance for all control system types (1-5) present in each space: 1.. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. F ;tep 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. F Manual override switch controls only the lights in the selected ceiling height partitioned space where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). F Step 3: System returned to initial operating conditions F 2. Occupancy Sensors Step 1: Simulate an unoccupied condition This is ipage 9 of 31 Lights controlled by occupancy sensors turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(b) F The occupant sensor does not trigger a false 'on' from movement in an area F adjacent to the controlled space or from HVAC operation. Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is occupied and lights may be turned on F manually Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 'one from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80% or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled r areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to r ' 70% of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. This is page 10 of 31 ICERTMCATE OF ACCEPTANCE INRCA-LTb02a I dame: Evolution IlEnforcemern Agency: CITY OF CARLSBAD Permit Number: CBC20I9.021 - .ddress: 2628 Gathway rd City: Cadsbad IIPCd: 92009 = Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on from movement in an area S r adjacent to the controlled space or from HVAC operation. This is page 11 of 31 ICERTIFICATE OFACCEFANCE II?RcA.L 02-A I IUoJngContmI I IProiect Name: Evolution IlEnforcement Agency: CITY OF CARLSBAD IIPermit Number: CBC20I9-021 I [Project Address: 2628 Gateway rd IlCity: Cailsbad lizip Code: 92009 I S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 ft , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting ft2 I I Enter PAF corresponding to controlled area from line (a) above (<125 ft2 for PAF=0.4, 126-250 ft2 for PAF=0.3, 251-500 ft2 for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance. The PAF corresponding to ihe controlled area (line b), is greater than or equal to J the PAF claimed in the compliance documentation (line c). I Sensors shall not trigger in response to movement in adjacent walkways or workspaces All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control) and all answers are Yes. This is page 12 of 31 OF . Testing Results Automatic Time Switch Controls (all answers must be Yes). Occupancy Sensor (On Off Control) (all answers must be Yes). {I1 Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be r by Test 1 Test 2. accompanied passing or Partial On Occupant Sensor for PAF (all answers must be Yes). { Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must [ pass Test2. Representative Spaces Selected Tested space/room name: kitchen Space Type (office, corridor, etc) kitchen Untested areas/rooms hail and dinning Confirm compliance for all control system types (1-5) present in each space: 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. Step 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. F Manual override switch controls only the lights in the selected ceiling height partitioned spac where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). F Step 3: System returned to initial operating conditions F 2. Occupancy Sensors Step 1: Simulate an unoccupied condition This is sage 13 of 31 Lights controlled by occupancy sensors turn off within a maximum of 20 minutes I.Pr from start of an unocupied condition per Standard Section 110.9(b) . The occupant sensor does not trigger a false 0n from movement in an area adjacent to the controlled space or from HVAC operation. TF Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on F manually Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80% or less of the value allowed under the Area Category Method. I r7 Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled areas, Immediately upon an occupied condition . 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to 70% of the lighting automatically.. . After the first stage occurs, manual switches allow an occupant to activate the, alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. This is page 14 of 31 ICERTIFICATE OF ACCEPTANCE INCA-LTI-02-A I LigiitingContmI I IIoiest Name: Evolution .Ilforcement Agency: CITY OF CARLSBAD IlPermit Nurnbec CBC20I9021 I IProiect Address: 2628 Gateway rd IlCity: Carlsbad IViP Code: 92009 I Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within a maximum of 20 r minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 0n from movement in an area adjacent to the controlled space or from HVAC operation. I,. This is page 15 of 31 S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 ft , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting ft2 I Enter PAF corresponding to controlled area from line (a) above (<125 ft2 for PAF=0.4, 126-250 ft2 for PAF=0.3, 251-500 ft2 for PAF=0.2). Enter PAF claimed for occupant.sensor control in this space from the Certificate of Compliance. The PAF corresponding to the controlled area (line b), is greater than or equal to the PAF claimed in the compliance documentation (line c). Sensors shall not trigger in response to movement in adjacent walkways or workspaces All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control)' and all answers are Yes. ( This is page 16 of 31 II rcement Agency: CITY OF CARLSBAD Carlsbad C. Testing Results I. Automatic Time Switch Controls (all answers must be Yes). F Occupancy Sensor (On Off Control) (all answers must be Yes). F Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be r accompanied by passing Test 1 or Test 2. Partial On Occupant Sensor for PAF (all answers must be Yes). 171 S. Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must r pass Test 2. Representative Spaces Selected Tested space/room name: Restroom 2 - Space Type (office, corridor, etc) Restroom - Untested areas/rooms hail and dinning - Confirm compliance for all control system types (1-5) present in each space: 1.. Automatic Time Switch Controls Step 1: Simulate occupied condition * All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in F which the switch is located. Step 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may F remain on per Section 130.1(c)1 and 130.1(a)1. Manual override switch controls only the lights in the selected ceiling height partitioned space where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key F type). Step 3: S System returned to initial operating conditions 2. Occupancy Sensors Step 1: Simulate an unoccupied condition I • • I I This is page 17 of 31 Lights controlled by occupancy sensors turn off within a maximum of 20 minutes F from start of an unoccupied condition per Standard Section 110.9(b) The occupant sensor does not trigger a false 'on' from movement in an area F adjacent to the controlled space or from HVAC operation. Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on F manually Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80% or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power When measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled Fr_ areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to r 70% of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. This is page 18 of 31 CERTIFICATE OF ACCEFANCE IU&itingcanlml IIoiect Name: EvoluIon - IIEiorceme1t Agency: CITY OF CARLSBAD IProiect Address: 2628 Gateway rd JFCtr, Cañsbad Step 2. Simulate an unoccupied condition - a. Both stages (automatic on and manual on) lights turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) b. The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. JNRCA-LTI.02-1 ±IPemit Number 1lzp Code: 92009 ¼ ( This is ii .5. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 ft , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting ft2 Enter PAF corresponding to controlled area from line (a) above (<125 ft2 for PAF=0.4, 126-250 ft2 for PAF=0.3, 2511500 ft2 for PAF=O.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance. . - . The PAF corresponding to the controlled area (line b), is greater than or equal to / r the PAF claimed in the compliance documentation (line c). . Sensors shall not trigger in response to movement in adjacent walkways or r workspaces . All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control) r and all answers are Yes. S 'I U / This is page 20 of 31 / CERTIFICATE OFACCEFFANCE IINRCM.T1-02-A I jitingConI I I1'cit Name: Evolution IlEnforcumet Agency: CITY OF CARLSBAD IIPemt Number: C5C20I9-021 : IProiect Address: 2628 Gateway rd IICty: Carlsbad 15P Code: OO9 I C. Testing Results Automatic Time Switch Controls (all answers must be Yes). F Occupancy Sensor (On Off Control) (all answers must be Yes). F Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be r accompanied by passing Test 1 or Test 2. Partial On Occupant Sensor for PAF (all answers must be Yes). Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must passTest 2. Representative Spaces Selected Tested space/room name: office 1 Space Type (office, corridor, etc) office Untested areas/rooms hall and dinning Confirm compliance for all control system types (1-5) present in each space: 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in F which the switch is located. Step 2: Simulate unoccupied condition Al! lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. Manual override switch controls only the lights in the selected ceiling height partitioned space where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key - F type). Step 3: System returned to initial operating conditions F 2. Occupancy Sensors Step 1: Simulate an unoccupied condition I l I This is page 2l of 31 Lights controlled by occupancy sensors turn off within a maximum of 20 minutes F from start of an unoccupied condition per Standard Section 110.9(b) The occupant sensor does not trigger a false 'on' from movement in an area F adjacent to the controlled space or from HVAC operation. Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly F Lights controlled by occupanc' sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on F manually Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in r the aisle or stack. 2 In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting powerfor corridors and stairwells in which the installed lighting, power is 80% or less of the value allowed under the Area Category Method. r Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The Occupant sensing controls shall turn lights fully ON in each separately controlled r areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to 70% of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually r deactivate all of the lights. This is page 22 of 31 [FICATE OF ACCEPTANCE Control tame: Evolution IlEnforcement Agency: CITY OF CARLSBAD ddress: 2628 Gateway rd IlCity: Cailsbad Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turnoff within a maximum of 20 minutes from start of an unoccupied condition per Standard. Section 110.9(a) The occupant sensor does not trigger a false eon' from movement in an area adjacent to the controlled space or from HVAC operation. mber CBC2019.021 - 92009 IFr7 U This is p ige 23 of 31 CERTIFICATE OF ACCEPTANCE IINRcA-LTI-02-A I LigJitingConlml I IProject Name: Evolution IlGaforcement Agency: CITY OF CARLSBAD IIPeit Number C13C20l9O21 I [Project Address: 2628 Gateway rd IlCity: Carlsbad liZip Code: 92009 I S. Additional test for Occupancy Sensors Serving Small Zones in Offiâe Spaces Larger than 250 ft A , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting ft2 Enter PAF corresponding to controlled area from line (a) above (<125 ft2 for PAF=0.4, 126-250 -fl:2 for PAF=0.3, 251-500 ft2 for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance. The PAF corresponding to the controlled area (line b), is greater than or equal to the PAF claimed in the compliance documentation (line c). Sensors shall not trigger in response to movement in adjacent walkways or workspaces All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control)' and all answers are. Yes. This is page 24 of 31 1. Automatic Time Switch Controls (all answers must be Yes). F Occupancy Sensor (On Off Control) (all answers must be Yes). F Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library bookstacks, corridors, stairwells in nonresidential buildings must also be r accompanied by passing Test 1 or Test 2. 4; Partial On Occupant Sensor for PAF (all answers must be Yes). S. Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must pass Test 2. Representative Spaces Selected Tested space/room name: Restroom 1 (SpaceType (office, corridor, etc) Restroom Untested areas/rooms hall and dinning Confirm compliance for all control system types (1-5) present in each space: 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. F Step 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may - F remain on per Section 130.1(c)1 and 130.1(a)1. Manual override switch controls only the lights in the selected ceiling height partitioned space where the override switch is located and the lights remain on no longer than 2 hours (unless serving public areas and override switch is captive key F type). ;tep3: System returned to initial operating conditions F 2. Occupancy Sensors Step 1: Simulate an unoccupied condition This is page 25 of 31 ICERTIFICATE OF ACCEPTANCE ICA-LTI.02-A I LigJilingContzoI I IProiect Name: Evolution IIEnforcernent Agency: CITY OF CARLSBAD IlPennit Number: CBC2OI9.021 I JProjed Address: 2628 Gateway rd - IlCity: Cai1sbad lop Code: 92009 I Lights controlled by occupancy sensors turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(b) F The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. F Step 2: Simulate an occupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on manually F Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) Trl- The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. - No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80% or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 50 to 70% of the lighting automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. This is page 26 of 31 OF ACCEPTANCE tame: Evolution IIEfoiemet Agency: CITY OF CARLSBAD liPamit Number CBC2019.021 .ddress: 2628 Gateway rd ICily: Carlsbad lizip Code: 92009 Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within a maximum of 20 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on from movement in an area adjacent to the controlled space or from HVAC operation. r r2 I I / This is rage 27 of3l I CERTIFICATE OFACCEFrANCE I1NRCA-LT1-A I IUghngContml I IProiect Name Evolution IlEnforcement Agency: CITY OF CARLSBAD IIPemit Number CBC2019-021 I [Project Address: 2628 Gateway rd IlCity: Carlsbad lizip Code: 92009 I S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than L 250 ft , to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above) for each controlled zone. Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting ft2 I I Enter,PAF corresponding to controlled areafrom line (a) above (<125 ft2 for PAF=0.4, 126-250 ft2 for PAF=0.3, 251-500 ft2 for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance. The PAF correspondin to the controlled area (line b), is greater than or equal to r the PAF claimed in the compliance documentation (line c). S Sensors shall not trigger in response to movement in adjacent walkways or workspaces All steps are conducted in Functional Test 2 'Occupancy Sensor (On Off Control)' and all answers are Yes. I. This is page 28 of 31 CERTIFICATE OF ACCEI'IANCE ILJ1tingCAsslmI I IIoiect Name: Evolution IlEnforcument Agency: CITY OF CARLSBAD IlPermit Number: CBC2OI9.021 IProiect Address: 2628 Gateway rd IlCity: Carlsbad II2p Code: 92009 I C. Testing Results 11 L Automatic Time Switch Contols (all answers must be Yes). 2. Occupancy Sensor(On Off Control) (all answers must be Yes). 3. Partial Off Occupancy Sensor (all answers must be Yes). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. - 4.. Partial On Occupant Sensor for PAF(all answers must be Yes). 5. Occupant Sensor serving small zones for PAF (all answers must be Yes). Also must pass Test 2. I [r D. Evaluation: F PASS: All applicable Construction Inspection responses are complete and all applicable Equipment Testing Requirements responses are positive. a This is page 29 of 31. 5' OF ACCEPTANCE Ilpemlit Number: CBC2OI9.021 Code: 92009 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Company Name Name John Ivicevic Address City 2420 grand ave suite hi Zip Code Phone 92081 CEA/ATT Certification Author Signature Identification applicable) - JP Electric, Corp. Vista (760)801-4400 Date of Signature: - 12/10/2019 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Acceptance is true and correct. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated Inthe plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA?. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name Company Name John Ivicevic JP Electric, Corp. Address: 2420 grand ave suite hi Zip Code 92081 ATT Certification TC Identification Field Tech nclanig re City Vista Phone (760)801-4400 Position with Company (Title) president Date of Signature: 12/10/2019 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work Identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). The Information provided on this Certificate of Acceptance substantiates that the construction or installation Identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified In Reference Nonresidential Appendix NA7. I have confirmed that the Certificate(s) of Installation for the construction or Installation Identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. S. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Company Name Person Name John Ivicevic JP Electric, Corp. Address: - City • . 2420 grand ave suite hi Vista Zip Code Phone 92081 (760)801-4400 CSLB License 6_. Position with Company President T3934 %(Title) Date of Signature: 12/10/2019 This is page 30 of 31 C This is page 11 of 31 Attachment D2.1 AUTOMATIC DAYLIGHTING CONTROL ACCEPTANCE DOCUMENT Enforcement Agency Use: Checked by/Date Check boxes for all pages of this NRCA-LT1-03-A completed and included in this submittal 0 NRCA-LTI-03-A Page 1&2 Construction Inspection. This page required for all submittals. 0 - NRCA-LTI-03-A Page 3&4 - Continuous dimming control functional performance test - watt-meter or amp-meter measurement 13 NRCA-LTI-03-A Page Stepped Switching/ Stepped Dimming functional performance test - watt-meter or amp-meter measurement 5&6 NRCA-LTI-03-A Page Continuous dimming control functional performance test - light meter power measurement, and default look-up 7&8 table of fraction of rated power versus fraction of rated light output. 0 NRCA-LTI-03-A Page - - Stepped Switching/ Stepped Dimming functional performance test - based on light output 9 & 10 1. NA7.6.1.1 Construction Inspection: 1. Drawing of Daylit Zone(s) must be shown on plans or attached to this compliance document. By checking this box, technician certifies that plans have been attached to this webform r Document Name and Page #s E2.1 Add Control Systems below. If sampling method is used in accordance with NA7.6.1.2. If adding, attach a page with names of other controls in sample (only for buildings with > 5 daylight control systems, sample group glazing same orientation) main dinning main dinning Plans Page Number E2.1 Check If Tested Control is Representative of Sample r £. bysterin LnTormarion Zone Type: Skyiit (Sky), Primary Sideiit (PS), or Secondary Sldeiit (SS) I PS Control Type: Continuous Dimming with more than 10 light levels (C), Stepped Dimming (SD), Switching (SW) I C Design Footcandies: (Enter footcandie (fc) value or 'U' if unknown): I I 3. Sensors and Controls Control Loop Type: Open Loop (OL), Closed Loop (CL) 01. Sensor Location: Outside (0), Inside Skylight (IS), Near Windows facing Out (NW), In Controlled Zone (CZ) NW Sensor Location is Appropriate to Control Loop Type: (Yes/No) If control loop type is Open Loop (OL): Enter yes (Y) if location = Yes Outside (0), Inside Skylight (IS), or Near Windows facing out (NW); otherwise, enter no (N). if Control loop type is Closed Loop (CL): Enter yes (Y) if location = In Controlled Zone (CZ); otherwise, enter no (N). Control Adjustments are in Appropriate Location (Yes/NO): Yes, If Readily Accessible or Yes if in Ceiling less than or equal to lift, Yes This is page 1 of 5 No for all other. Has Documentation Been Provided by the Installer: Installation Manuals and Calibration Instructions Provided to Building Owner: (Yes/NO) Yes Location or Light Sensor on Plans: (Yes/No) Yes Location of Light Sensor on Plans: (Page Number) E2.1 Separate Controls of Luminaires in Daylit Zones: Are luminaires controlled by automatic daylightlng controls only in daylit zones: (Yes/No) Yes Separately circuited for dayilt zones by windows and dayilt zones under skylights: (Yes/No) Yes Daylighting Control Device Certification Dayllghting control has been certified in accordance with §110.9: (Yes/No) Yes Construction Inspection PASS/FAIL. If all responses on Construction Inspection pages 1 & 2 are complete and all Yes/No questions Pass have a Yes response, the tests PASS; If any responses on this page are incomplete OR there are any No responses, the tests FAIL PASS/FAIL Evaluation (check one): 07 PASS: If all responses on Construction Inspection pages 1 & 2 are complete and all Yes/No questions have a Yes (Y) response, the tests PASS FAIL: Any applicable Construction Inspection responses are incomplete OR there is one or more negative (N - no) responses in any applicable Functional Performance Testing Requirements section. System does not pass and is NOT eligible for Certificate of Occupancy according to Section 10- 103(a)3B. Fix problem(s) and retest until the system(s) passes all portions of this test before retesting and resubmitting NRCA-LTI-03-A with PASSED test to the enforcement agency. Describe below the failure mode and corrective action needed. This is page 2 of 5 CERTIFICATE OF ACCEPTANCE INRCA-LTI-03-A I Automatic Daylighting Control I 2. NA7.6.1.2.1 Functional Performance Testing - Continuous Dimming Systems: Power estimation using light meter measurement Complete all tests on page 7 & 8 (NO Daylight Test, Full Daylight Test, and Partial Daylight Test) and fill out Pass/Fail section on Page 8. main dinning System Information Control Loop Type: Open Loop or Closed Loop? (0 or C) I 0 Indicate If Mandatory control - N (required for skylit zone or primary sidelit zone with installed general lighting power > 120 W); for Control Credit - CC; or Voluntary not for credit -V (M, CC, V) N C. If automatic daylighting controls are mandatory, are all general lighting luminaires In daylit zones controlled by automatic daylight controls? (Yes/No) Yes General lighting design footcandles. (Enter footcandle (FC) value, or 'U, if unknown.) I I Power estimation method. (see line q) Default ratio of power to light (Dic), cut-sheet ratio of power to light (CSfc) If CSFc - attach cut-sheet. Enter Dic or CSfc Dfc Step 1: Identity Reference Location (location where minimum daylight illuminance is measured in zone served by the controlled lighting.) Ff . Method Used: Illuminance or Distance? (I or D) I I Override daylight control system and drive electric lights to highest light level for the following: Highest light level fc - enter measured controlled electric lighting footcandles (fc) 26 71 Indicate whether this is Full Output (FO), or Task Tuned (Lumen Maintenance) (IT) FO 71 step i: NO uayuignt Test controls enablea & aayiignt less tnan 1 tc at reterence location I. Method Used: Night time manual measurement (Night), Night Time Illuminance Logging (Log), Cover Fenestration (CF), Cover COLP Open Loop Photosensor (COLP) Reference Illuminance (footcandles) as measured at Reference Location (see Step 1). Enter footcandles 27 Enter Y if either of the following statements are true: If line h = FO; [Reference Illuminance (line J)] / [Full Output fc (line g)] > Yes 70%? or [Reference Illuminance (line j)] I [design footcandles (line d)] > 80%? (Yes/No) Step 3: Full Daylight Test conducted when daylight> 150% of reference illuminance (line j) I. Daylight illuminance (light level with electric lighting turned off) measured at Reference Location (fc) 28 m. Daylight illuminance (line I) greater than Reference Illuminance (line j)? (Yes/No) Yes Fill out lines o throuoh t only if electric liahtina is turned down or off. Total (daylight + electric light) Illuminance measured at the Reference Location (fc). 100 I Electric lighting illuminance at the Reference Location (fc) [(line n) - (line I)). 72 Electric lighting illuminance (line o) divided by Highest Light Level fc (line g). Enter %. I 276.9230769230749 Dimmed lumlnalre fraction of rated power. Attach manufacturer's cut-sheet or use default graph of rated power to light output. I Label applicable control system on cut-sheet or graph. Enter fraction of rated power In %. System Power Reduction = [1 - line q] 100 Is System Power Reduction (line r) > 65% when line h = FO, or> 56% when line h = TV (Yes/No). Yes With uncontrolled lights also on, no lamps dimmed outside of daylit zone by control (Yes/No). Yes Dimmed lamps have stable output, no perceptible flicker (Yes/No). Yes This is page 3 of 5 v. Daylight Dimming plus OFF Controls PAF Yes (This portion of the full daylight test applies to lighting systems that are claiming a PAF for daylight dimming plus OFF controls. This portion of the full daylight test shall be conducted Instead of steps I. thru u.) Does the system automatically turn OFF the luminaires when full daylight Is available? (Yes/No) St 4 Partial flavlinht Tt rnnduetd when davliaht between 600/n and 950/a of (line IL Daylight illuminance (light level without electric light) measured at Reference Location (fc). 24 Daylight illuminance divided by the Reference Illuminance = (line w )/ (line j). Enter %. I 88.88888888888848 V. Is Ratio of Daylight illuminance to Ref. illuminance (line 4 between 60% and 95%? (Yes/No). Yes - z. Total (daylight + electric light) Illuminance measured at the Reference Location (fc). 28 aa. Total illuminance divided by the Reference Illuminance = (line z )/ (line 1). Enter %. I 103.7037037037047 bb. Is Total illuminance divided by the Reference illuminance (line aa) between 100% and 150%? (Yes/No). Yes PASS/FAIL Evaluation (check one): PASS: All applicable Construction Inspection responses arecomplete and all applicable Functional Performance Testing Requirements responses are positive (Y - yes) FAIL: Any applicable Construction Inspection responses are incomplete OR there Is one or more negative (N - no) responses in any applicable Functional Performance Testing Requirements section. System does not pass and is NOT eligible for Certificate of Occupancy according to Section 10- 103(a)38. Fix problem(s) and retest until the system(s) passes all portions of this test before retesting and resubmitting NRCA-LTI-03-A with PASSED test to the enforcement agency. Describe below the failure mode and corrective action needed. 1. I This is page 4 of 5 1 ICERTIFICATE OF ACCEPTANCE ICA-LTI03-A I [Project Name: Evolution llEnforcement Agency: CITY OF CARLSBAD IlPermit Number: CBC2019.021 I DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name Company Name John Ivicevic JP Electric, Corp. City Vista Address 2420 grand ave Suite Hi phone (760)8014400 Zip Code 92081 CEAIATT Certification Identification Author Signature applicable) 1407 . . : Date of Signature: 12/10/2019 FIELD TECHNICIAN'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Acceptance is true and correct. I am the person who pedormea the acceptance verification reported on this Certificate of Acceptance (Held Technician). The construction or installation Identified on.thls Certificate of Acceptance compiles with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. Shave confirmed that the Certificate(s) of Installation for the construction or Installation identified on this Certificate of Acceptance has been completed and signed by the responsible buiider/lnstater and has been posted or made available with the building permit(s) Issued for the building. Field Technician Name Company Name John Ivicevic - . JP Electric, Corp. Address: City 2420 grand aye suite Hi Vista Zip Code Phone 92081 . . (760)801-4400 All Ceztllicatlan Identification Position with Company (Title). TC-AB 076 President Signature Field Techniclar 4, . . . . Date of Signature: 12/10/2019 RESPONSIBLE PERSONS DECLARATION STATEMENT . I certify the following under penalty of perjury, under the laws of the State of California: 1 am the Reid Technician, or the Held Technician Is acting on my behalf as my employee or my agent and I have reviewed the Information provided on this Certificate of Acceptance. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work Identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). The information provided on this Certificate of Acceptance substantiates that the construction or Installation Identified on this Certificate of Acceptance complies with the acceptance requirements indicated In the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA?. 1 have confirmed that the Certificate(s) of Installation for the construction or installation Identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) Issued for the building. S. SwIll ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) Issued for the building, and made available to the enforcement agency for all applicable Inspections. I understand that a signed copy of this Certificate of Acceptance Is required tabs induded with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name Company Name John Ivicevic JP Electric, Corp. Address: . City 2420 grand aye suite Hi Vista Zip Cede Phone 92081 / (760)801-4400 CSLB License 9348 Position with Company (liSle) President igna Responsible S ,,, . . . .. . . Date of Signature: . 12/10/2019 - . . .This is page 5of5 Attachment D3 Water Heatm2 Pre-Functional and Start-Ups Project Name/Address: Equipment rag: Number and Name of DOmestIc Hot Water limiters:. /c fL c Test Date: Name: Organisation: CHECKLISTS: WALL PRK.Cl.OSEUP CHECKS, EQUIPMENT CHECKS, INSTALlATiON CHECKS Verify installation of components. record values for current selpoints. control parameters, limits, delays, lockouts. cic.and note any deviation from design. Cheek bus if confirmed PRF.-CLOSEIJP (PIPING INSIDE WALL) Per Design Observed/Passed CW & 11W piping installed & sized in accordance wl design does Natural Gas piping installed & sized in accordaitce wl design does Water piping flushed, psessuie4estcd, properly connected Minimal number of fittings(proper lilting typc& sizes used EQUIPMENT CHECKS Inss'd Wi1 matclun opprmrdsuhmi:tal.s & has these .c:andardfealures: ./ Energy Efficiency Rating (EF) 'V CW inlet & 11W outlet hail traps ./ INPUTIOUTPUT CAPACITY INSTALLATION CHECKS Equipment is clean wi all shipping attachments removed. Equipment is leveled, anchored and seismically braced. Tank does not leak (ifit does, replace) Utilities - electric power. gas & water are connected. Aqua slat set in mat. 1202 F (recommended) - vify WI local codes Controls are connected and programmed. Proper venting, gas heaters Open access for maintenance SYSTEM START-L'PJRESULTS Recirculation pump testing (bled all the air out of the system and made sure that theit is hot water returning on the recirculation line) \,./ Water hunters tcmpt-nnurc (sd at I20F). functioning and dclkcring hot waters Chiunomites water hunters functioning and delivering hot maters 1A.J /t;-• Other tests: I confirm that the systems are completely installed and functioning properly. Signature Date i: Print Name Attachment E Attachment E -Commissioning Issues Lo (Construction/Commissioning Phase Ebullition Brew Works 2628 Gateway Road, Suite 135 Carlsbad, CA 92009 ITEM REF. DISCOVERY DATE ISSUE DESCRIPTION CORRECTIVE ACTION ACTION BY CORRECTION DATE STATUS None All systems are operational and there are no outstanding issues. ft Attachment F Ebullition Brew Works Systems Manual This document complies with 2016 CALGreen 5.410.2.5.2 Prepared by: A Key Element in your , . . W Energy Efficient Design ENERGY INSPECTORS Energy Inspectors 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 12/11/2019 Project Name: Ebullition Brew Works Project Address: • 2628 Gateway Road, Suite 135 Carlsbad, CA 92009 Contents Site Information ................................ . ............................................................................................... 3 1.1 Local Utility Information...........................................................................................................3 1.2 Facility Description ..... . ............................................................................................................. 3 1.3 Current Requirements ................................................................................................................ 4 Site Contact Information ..................................................................................................................5 2.1 Equipment Supplier .................................................................... . ............................................. 6 Basic Operation & Maintenance ........................................................................................................ 7 3.1 Basic Operation ......................................................................................................................... 7 3.2 General Site Operating Procedures ......... . ................................................................................. 7 3.3 Basic Troubleshooting ........................................................... . ................................................... 7 3.4 Recommended Maintenance EventsLog .................................................................................. 7 3.5 Operation & Maintenance Manuals ............. ............................................................................. 7 Major Systems .................................................................................................................................8 4.1 HVAC Systems & Controls .......................................................................................................... 8 4.2 Water Heating System ...... . ........................................................................................................ 8 4.3 • Indoor Lighting Systems & Controls ............................................................................................ 8 Site Equipment Inventory and Maintenance Notes...........................................................................9 5.1 Spare Parts Inventory...............................................................................................................9 5.2 Frequently Required Parts and Supplies...................................................................................9 5.3 Special Equipment Required to Operate or Maintain Systems ...................................................9 5.4 Special Tools Required to Operate or Maintain Systems...........................................................9 Copy of Special Inspection Verifications .........................................................................................10 Page 2 of 10 1. Site Information Project Name: Ebullition Brew Works Project Address: 2628 Gateway Road Suite 135 Carlsbad, CA 92009 Building Type: Commercial • Site Acreage: 1,947 SF •. 1.1 Local Utility Information Electricity SDG&E Provider Water Carlsbad Water Department Provider Natural Gas Provider SDG&E 1.2 Facility Description Use & Function: Brew/Bar Square Footage: 1,947 SF Occupancy Type: M Construction Type: • Type VB Number of stories: 1 System Name: Mechanical - HP 1E Carrier 50HCQD08A2C6UO60 - HP 2E Carrier 50HCQD08A2C6UO60 Lighting • Fixtures and Controls Water Heating A.O Smith BTH 12060 Gal System Location: Roof Within Building Within Building Page 3 of 10 Prolect History Owner's Project Requirements (O!R) : Attachment A (OPR) Basis of Design (BOD) Attachment B (BOD) Record Drawings & Construction Documents See construction document Final control drawings and schematics See construction document Final control sequences : See construction document 1.3 Current Requirements flnprtingi hnhlrc! Monday Tuesday Wednesday Thursday Friday Saturday Sunday Closed Closed 317M - 9PM 317M - 9PM 3PM - 10PM 12PM - • 10PM 12PM - 8PM Space temperature setpoint: 75°F C I . • • • Page 4of1O - I 2. Site Contact Information Function Name/Address . Contact Information Owner. Bressi Retail, LLC 655 Brea Canyon Road . Ph (909) 594-9500 Walnut, CA 91789 . Tenant Ebullition Brew Works Jesse Richardson 2628 Gateway Road, Suite 137. Ph (760) 497-3157 Carlsbad, CA 92009 jesse@ebullitionbrew.com Architect Jennifer Robinson Architects Jennifer Robinson 8218 Royal Gorge Drive Ph (619) 571-9114 San Diego, CA 92119 jennifer@jrobinsonarchitects.com General Contractor CLTVT Mark Simons P.O. Box 4118 - Ph (760) 497-3157 Carlsbad, CA 92018 . . msimons@cltvt.com Commissioning Energy Inspectors Steve yang Agent 1 Civic Center Drive, Suite 300. Ph (760) 498-6509 San Marcos, CA-92069 . .svang@eicompanies.com Mechanical/ Marino Design Consulting, Inc. Plumbing Engineer 7757 Eagle Ridge Drive Ph (858) 705-2796 San Diego, CA 92119 - Electrical MPE Consulting . Engineer 17065 Camino San Bernardo, Suite 100 Ph (858) 705-2796 San Diego, CA 92127 Mechanical L.R. Shrum Heating & A/C, Inc. Les Shrum Contractor 1997 Friendship Drive, Suite H Ph (619) 2587651 El Cajon, CA 92020 . lshrum@lrshrum.com Electrical, Lighting, JP Electric, Corp. John Ivicevic Controls & 2420 Grand Ave., Suite Hi Ph (760) 801-4400 Contractor Vista, CA 92081 Plumbing B+M Plumbing, Inc. Mike Michalovich Contractor 15500 Erwin Street, Suite 1021 Ph (818) 901-2828 Van Nuys, CA9i4i1 Page 5 of 10 13 12 Page 6of1O 1 2.1 Equipment Supplier . For contact information for equipment supplier, refer to the corresponding manufacturer manual. HVAC Systems Manual -Carrier Lighting Systems Manual - Lighting Products ) C. Water Heating Systems Manual— A.O Smith ) - I 3. Basic Operation & Maintenance 3.1 Basic Operation For the narratives of basic equipment operation, interaction v,ith other equipment and systems, please refer to the corresponding manufacturer manual: HVAC System -Refer to Mechanical Systems Operation Manual Lighting System/Controls -Refer to Lighting Systems Operation Manual Water Heating System -Refer to Water Heating Systems Operation Manual 3.2 General Site Operating Procedures For the instructions for changes in operating schedules, holiday & weekend schedules, please refer to the corresponding manufacturer manual: HVAC System -Refer to Mechanical Systems Operation Manual Lighting System/Controls -Refer to Lighting Systems Operation Manual Water Heating System -Refer to Water Heating Systems Operation Manual 3.3 Basic Troubleshooting For the recommended troubleshooting procedures including manual operation, standby/backup operation, bypass operation, power fail resets & restarts, and trend lag listing, please refer to the corresponding manufacturer manual: HVAC System -Refer to Mechanical Systems Operation Manual Lighting System/Controls -Refer to Lighting Systems Operation Manual Water Heating System -Refer to Water Heating Systems Operation Manual 3.4 Recommended Maintenance Events Log Refer to the HVAC manufacturer's manual for the air filter replacement schedules & logs. 3.5 Operation & Maintenance Manuals • The following manuals are located at: • • Systems Locations Received on Mechanical Systems Manual • Store staff office 12/9/2019 Lighting Systems Manual Store staff office 12/9/2019 Water Heating Systems Manual Store staff office 12/9/2019 Page 7 of 10 4. Major Systems . .. 4.1 HVAC Systems & Controls ) Heating and cooling equipment HP-1E Carrier 50TCQD08A2C6UO60 HP-2E Carrier 50TCQD08A2C6UO60 4.2. Water Heating System A.O Smith BTH 12060 Gal 4.3 Indoor Lighting Systems & Controls Lighting control panels / Sensors Page 8of1O 5. Site Equipment Inventory and Maintenance Notes 5.1 Spare Parts Inventory None 5.2 Frequently Required Parts and Supplies None 5.3 Special Equipment Required to Operate or Maintain Systems None - 5.4 Special Tools Required to Operate or Maintain Systems None• Page 9 of 10 4 6. Copy of Special Inspection Verifications System Location / Report HVAC systems start-up checklist See Attachment D on Commissioning Report HVAC testing, adjusting, and balancing Report See Attachment Dl (TAB) on Commissioning Report Lighting system start-up See Attachment D2-D2.1 on CommissiOning Report Hot water system start-up See Attachment D3 on Commissioning Report LI Page 10 of 10 CEIVn JN 062019 .. TY CAF,, Ebullition Brew Works Commissioning Plan CALGreen Commissioning Prepared by: A Key Element in your Energy Efficient Design Energy Inspectors 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 May 22, 2019 Project Name: Ebullition Brew Works Project Address: Bressi Ranch, Carlsbad, A 92009 Contents 1 General Building Information: .3 2 Overview...............................................................................................................................................3 2.1 Abbreviations and Definitions ........................................................................................................ 3 2.2 Purpose of the Commissioning Plan .............................................................................................3 2.3 Commissioning Goals and Objectives...........................................................................................4 2.4 Commissioning Scope...................................................................................................................5 3 Commissioning Team Information ................................. .......................................................................6 4 Roles and Responsibilities ..................................................................................... . ............................... 7 4.1 Commissioning Team Flow Chart ........................................ . ...................................... . .................. 8 4.2 General Descriptions of Roles..................................................................................................9 4.3 Specifications and Commissioning .................................. . .............. . .................. . ........................... 9 4.4 General Management Plan and Protocols ........................................................................ ..... ..... 10 5 Commissioning Process ....................................................................................................................... 11 5.1 Commissioning Scoping Meeting................................................................................................11 5.2 Final Commissioning Plan ...........................................................................................................11 5.3 Design Intent Documentation.....................................................................................................11 5.4 Submittals ...................................................................................................................................11 5.5 Site Observation .......................................................................................................................... 11 5.6 Pre-functional Checklists and Startup Procedures .....................................................................11 5.7 Development of Functional Test and Verification Procedures...................................................12 5.8 Execution of Functional Testing Procedures...............................................................................12 5.9 Operations and Maintenance Manuals ......................................................................................12 5.10 Training and Orientation of Owner Personnel and Occupants...................................................12 5.11 Warranty Period .................. . ....................................................................................................... 13 5.12 Commissioning Report................................................................................................................13 6 Schedule..............................................................................................................................................13 6.1 General Issues.............................................................................................................................13 6.2 Project Schedule .........................................................................................................................14 Page 2 of 15 1 General Building Information: Project Name: Project Address: Building Type: Square Footage: Building Description: Owner Agency: Scheduled Completion Date 2 Overview Ebullition Brew Works Bressi Ranch, Carlsbad, CA 92009 Commercial 1,947 SF Brew/Bar Bressi Retail, LLC 655 Brea Canyon Road Walnut, CA 91789 TBD 2.1 Abbreviations and Definitions The following are common abbreviations used in this document. A/E Architect and Design Engineers CxA Commissioning Agent/Authority CC Controls Contractor Cx Commissioning EM Energy Manager Cx Plan Commissioning Plan Document EC Electrical Contractor MM Maintenance Manager FPT Functional Performance Test GC General Contractor MC Mechanical Contractor PF Pre-Functional Checklist PM Project Manager Subs Subcontractors to General TAB Test and Balance Contractor Staff Maintenance Staff 2.2 Purpose of the Commissioning Plan The purpose of the Cx Plan is to provide direction for the commissioning process during construction as described in detail in the specifications, providing resolution for issues such as scheduling, roles and responsibilities, lines of communication and reporting, approvals, and coordination. The Cx Plan, in no case, supersedes the Specifications. Page 3 of 15 2.3 Commissioning Goals and Objectives Commissioning is a systematic process of ensuring that the building systems perform according to the design intent and the owner's operational requirements as referenced in the Owner's Project Requirements document. All equipment and systems should be installed according to manufacturer's recommendations and the best practices and standards of the industry. Commissioning will include documenting the design intent, followed by activities in the construction, acceptance, and warranty phases of the project. The participation of the contractors in commissioning activities will follow the requirements defined in the specifications. The three main goals of the commissioning process are: Facilitate the final acceptance of the project at the earliest possible date. Facilitate the transfer of the project to the owner's maintenance staff. Ensure that the comfort systems meet the requirements of the occupants. Commissioning is also intended to achieve the following specific objectives: Verify and document that the equipment is installed and started per manufacturer's recommendations. Verify and document that equipment and systems receive complete operational checkout by installing contractors. Verify and document system performance with functional performance testing. Verify the completeness of operations and maintenance materials. Ensure that the owner's operating personnel are adequately trained on the operation and maintenance of the building equipment. Commissioning process does not take away from or reduce responsibility of system designers or installing contractors to provide a finished and fully functioning product. Page 4 of 15 2.4. Commissioning Scope The following systems will be commissioned in this project. All general references to equipment in this document refer only to equipment that is to be commissioned. System Equipment HVAC Systems and Controls, Lighting and Controls Hot Water Heating System HVAC Equipment Ducting Controls Exhaust Fans Light Fixtures Lighting Controls Water Heater Page 5 of 15 3 Commissioning Team Information Function Name/Address Contact Information Owner Bressi Retail, LLC 655 Brea Canyon Road Ph (909) 594-9500 Walnut, CA 91789 Tenant Ebullition Brew Works, LLC Jesse Richardson 2449 Cades Way, Suite D Ph (760) 842-1046 Vista, CA 92081 jesse@ebullitionbrew.com General Contractor CLTVT Mark Simons P.O. Box 4118 Ph (760) 497-3157 Carlsbad, CA 92018 msimons@cltvt.com Commissioning Agent Energy Inspectors Steve Vang 1 Civic Center Dr, Suite 300 Ph (760) 498-6509 San Marcos, CA 92069 svang@eicompanies.com Architect Jennifer Robinson Architects Jennifer Robinson 8218 Royal Gorge Drive Ph (619) 571-9114 San Diego, CA 92119 jennifer@jrobinsonarchitects.com Mechanical and Marino Design Consulting, Inc. Plumbing Engineer 7757 Eagle Ridge Drive Ph (858) 705-2796 San Diego, CA 92119 Electrical Engineer MPE Consulting 17065 Camino San Bernardo, Suite 100 Ph (858) 673-4445 San Diego, CA 92127 Mechanical TBD - Contractor Electrical, Lighting, TBD & Controls Contractor Plumbing TBD Contractor Page 6 of 15 4 Roles and Responsibilities General Management Plan In general, the çxA coordinates the commissioning activities and reports to the owner's construction representative. The CxA's responsibilities, along with all other contractor's commissioning responsibilities are detailed in the specifications. The Specifications will take precedence over the Commissioning Plan. All members work together to fulfill contracted responsibilities and meet the objectives of the Contract Documents. Page 7 of 15 4.1 Commissioning Team Flow Chart CALGreen Commissioning Action Steps Owner/Architect/CxA develops OPR I MEP, & lighting designer create BOD I CxA reviews OPR and BOD Project team incorporates commissioning requirements into construction documents CxA conducts commissioning design review CxA develops and presents commiining plan based on OPR and BOD prior to Building Permit issuance Design Construction Documents CxA reviews contractor submittals and prefunctional checklists (provided by contractors) f CxA verifies installation and performance of building systems Contractors perform (CxA observes) systems functional performance testing CxA develops systems manual for commissioned systems and verifies that training requirements are completed Building systems acceptance CxA develops commissioning report Installation Page 8 of 15 4.2 General Descriptions of Roles General descriptions of the commissioning roles are as follows: CxA: Coordinates the commissioning process, reviews testing plans, observes and documents system testing and reviews training materials. PM: Project Manager, facilitates the commissioning process, ensures that Subs perform their responsibilities and integrates commissioning into the construction process and schedule. OTS: Owner, or Owner's Technical Staff, plan/attend commissioning scoping meeting, controls integration meeting, and additional meetings as necessary, arranges for facility operating and maintenance personnel to participate in commissioning activities and training session, and finally provide final acceptance for commissioning work. OPM: Owner's Program Manager facilitates and supports the commissioning process and gives final approval of the commissioning work. MM: Maintenance Manager coordinates maintenance staff participation in commissioning activities. GC(C): Construction Manager/General Contractor, facilitates the commissioning process, ensures that Subs perform their responsibilities and integrates commissioning into the construction process and schedule. Subs: Subcontractors, demonstrate correct system performance. Staff: Participate in commissioning tasks and performance testing, review O&M documentation, and attend training. A/E: Design Team, attend commissioning scoping meeting, controls integration meeting and additional meeting as necessary, provide design intent and sequence of operation documentation as required, perform construction observation, approve O&M manuals, assist in resolving problems, and optionally witness equipment startup and performance testing. Mfr.: Equipment manufacturers and vendors provide documentation to facilitate the commissioning work and perform contracting startup. TAB: Test and Balance Representative, third party contractor performing the test and balance portion of the contract. 4.3 Specifications and Commissioning Commissioning language shall be incorporated into the planset under the general notes section. Page 9 of 15 4.4 General Management Plan and Protocols The following protocols will be used on this project. Issue For requests for information (RFl) or formal documentation requests: For minor or verbal information and clarifications: For notifying contractors of deficiencies: For scheduling functional test or training: For scheduling of commissioning meetings: For making a request for significant changes: For making minor changes in specified sequences of operations: Subcontractors disagreeing with requests or interpretations by the CxA shall Protocol The CxA goes first through the PM The CxA goes direct to the informed party The CxA documents deficiencies through the PM, but may discuss deficiency issues with contractors prior to notifying the PM. The CxA provides input and coordination of testing and training. Scheduling is done through the PM. The CxA selects the date and schedules through the PM. The CxA has no authority to issue change orders. Any required changes in sequences of operation required to correct operational deficiencies must be approved and documented by the PM and AlE team. The CxA may recommend to the PM changes in sequences of operation to improve efficiency or control. Resolve issues at the lowest level possible. First with the CxA, then with the GC and PM. Some issues may require input from the A/E team. Page 10 of 15 5 Commissioning Process This section sequentially details the commissioning process by commissioning task or activity. 5.1 Commissioning Scoping Meeting The scoping meeting brings together all members of the design, construction, and operations team that will be involved in the commissioning process. Each building system to be commissioned is addressed, including commissioning requirements, and completion and start up schedules. During the scoping meetings, all parties agree on the scope of work, tasks, schedules, deliverables, and responsibilities for implementation of the Commissioning Plan. 5.2 Final Commissioning Plan The CxA finalizes the draft Commissioning Plan using the information gathered from the scoping meeting. The initial commissioning schedule is also developed along with a detailed timeline. The timeline is fine-tuned as construction progresses. The Project Manual (Specification) takes precedence over the Commissioning Plan. 5.3 Design Intent Documentation The design requirements, relative to the building systems selected for commissioning, must be explicitly documented in order to establish a baseline of performance expectations against which the actual installed performance is compared. The CxA, with the assistance of the building owner and design team, prepares a Design Intent Summary that documents the design intent for those building systems selected for commissioning. The Design Intent Summary reflects the underlying assumptions and requirements that become represented in the construction documents. 5.4 Submittals The general contractor will provide the CxA with a set of equipment and system submittals. This equipment data includes installation and start-up procedures, O&M data, performance data and temperature control drawings. The subcontractors, general contractor or A/E notify the CxA of any new design intent or operating parameter changes, added control strategies and sequences of operation, or other change orders that may affect commissioned systems. 5.5 Site Observation The CxA makes periodic site visits to witness equipment and system installations. Each site visit will have a specific agenda and will be coordinated with the GC site supervisor. The CxA attends selected planning and job-site meetings in order to remain informed on construction progress and to update parties involved in commissioning. The GC provides the CxA with information regarding substitutions or change orders that may affect commissioning equipment or the commissioning schedule. 5.6 Pre-functional Checklists and Startup Procedures A Pre-Functional Inspection Checklist will be developed and completed by the mechanical contractor for all mechanical equipment being commissioned. The checklist captures equipment nameplate and characteristics data, and confirms the as-built status of the equipment or system. The checklists ensure that the systems are complete and operational and document the installation of components and completion of systems. All equipment checklists are to be provided by the contractors (based on manufacturer's data, drawings and specifications to include the required installation, checkout, and start up procedures) and reviewed Page 11 of 15 by the commissioning agent. The installing subcontractors date and initial checklists as the construction and start-up is completed. The commissioning agent reviews and verifies the completed checklists before scheduling the functional performance testing. 5.7 Development of Functional Test and Verification Procedures Functional performance testing verifies the intended operation of individual components and system interactions under various conditions and modes of operation. The systems are run through all the sequences of operation and the response of components is verified. Testing proceeds from components to subsystems to systems, and finally to interlocks and connections between systems. The commissioning agent will work with the contractors to prepare functional performance test plans so that the complete sequence of operations is included. The commissioning agent obtains all documentation, including and updated points list, control sequences, and setpoints. If necessary, the commissioning agent may request clarifications from contractors and the design team regarding sequences and operation. Prior to execution, the commissioning agent provides a copy of the primary equipment tests to the installing subcontractor and general contractor who can review the tests for feasibility, safety, warranty and equipment protection. 5.8 Execution of Functional Testing Procedures The commissioning agent schedules functional tests through the general contractor and subcontractors. Under the supervision of the commissioning agent, the installing subcontractor performs the hardware and/or software manipulations required for the testing. Owner maintenance staff may also be present during system observations. The commissioning agent witnesses and records the results of functional performance testing. Any deficiencies found from functional performance testing will be documented in a Deficiency Report. The report will include all details of the components or systems found to be non-compliant with the parameters of the functional performance tests plans and design documents. The deficiency report will become part of the punch list. The report will detail the adjustments or alterations required to correct the system operation, and identify the responsible party. The deficiency report will be continuously updated. The commissioning agent schedules any required retesting through the general contractor. Decisions regarding deficiencies and corrections are made at as low a level as possible, preferably between commissioning agent, sub-contractor and general contractor. 5.9 Operations and Maintenance Manuals The operation and maintenance manuals prepared by the contractors for the owner's maintenance personnel are reviewed for completeness. The contractors are encouraged to submit O&M manuals at the earliest possible date. Materials may be added, or requested from the contractors, to stress and enhance the importance of system interactions, troubleshooting, and long-term preventative maintenance and operation. A database of preventative maintenance information may also be created from the materials in the O&M manuals. 5.10 Training and Orientation of Owner Personnel and Occupants Effective maintenance personnel's training is critical to the long-term performance of the new building. The commissioning agent will assist the owner and general contractor in organizing the training sessions by identifying the appropriate staff for each session and creating an overall training plan. For each training session, the contractors provide a detailed agenda for each piece of equipment or system for which training is required. The agenda describes the training scope, duration, and methods, Page 12 of 15 along with the name and qualifications of the trainers. The commissioning agent develops a plan for including in the training session contractors/trainers from different disciplines, when appropriate. The trainer documents each training session (duration, general subjects covered, and attendees). The commissioning agent may witness any of the training sessions. 5.11 Warranty Period Seasonal variation in operations or control strategies may require additional testing during peak cooling and heating seasons to verify system performance. During the warranty period, seasonal testing and other deferred testing is completed as required to fully test all sequences of operation. The commissioning agent coordinates this activity. Tests are executed and deficiencies corrected by the appropriate subcontractors, witnessed by facilities staff and the commissioning agent. Any final adjustments to the O&M manuals and as-built due to the testing are made. The commissioning agent will request input from the owner's operations staff and occupants about the performance of the building systems. The commissioning agent also supports the general contractor's troubleshooting process during the warranty period. The general contractor's warranty team will first try and resolve the issues before requesting assistance from the commissioning agent. 5.12 Commissioning Report A final Commissioning Report will be compiled which summarizes all of the tasks, findings, and documentation of the commissioning process. The report will address the actual performance of the building systems in reference to the design documents. All test reports by various sub-contractors, manufacturers and controlling authorities will be incorporated into the final report. The commissioning report includes: An evaluation of the operating condition of the systems at the time of functional test completion. Deficiencies that were discovered and the measures taken to correct them. Functional test procedures and results. Reports that document all commissioning field activities as they progressed. 6 Schedule 6.1 General Issues The following sequential priorities are followed: 1. Equipment is not "temporarily" started (for heating and cooling), until pre-start checklist items and all manufacturers' pre-start procedures are completed and moisture, dust and other environmental and building integrity issues have been addressed. Functional performance testing does not begin until pre-functional, start-up and TAB is completed for a given system. 3. The controls system and equipment it controls are not functionally tested until all points have been calibrated and pre-functional checklists are completed. Page 13 of 15 6.2 Project Schedule Preliminary Commissioning Schedule Commissioning Activity Estimated Start Date Estimated Completion Date Commissioning Plan 5/22/19 6/22/19 Scoping Meeting and Final Plan Submittals TBD TBD Review Mechanical Submittals Review Lighting Submittals Review Water Heating Submittals Construction Observation / Site Visits TBD TBD Site Observations HVAC PF Checklist Completion Lighting PF Checklist Completion Hot Water Heater PF Checklist Completion Power Connected & Available to the Building Startup TBD TBD HVAC Equipment Startup Lighting System Startup Hot Water Heater System Startup All Systems Startup Documentation Functional Performance Tests TBD TBD Test and Balance (3rd Party) TAB Air Side HVAC Functional Performance Testing Lighting Functional Performance Testing Hot Water Heater Functional Performance Testing Post Acceptance Phase TBD TBD Owner Move-in O&M, Training, Reporting & Warranty TBD TBD O&M Manuals Submitted Review O&M Manuals Page 14 of 15 Review As-built Documentation Final Commissioning Report - All Commissioned Systems Page 15 of 15 ENERGY INSPECTORS A Key Element in your Energy Efficient Design ENERGY INSPECTORSTM 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 T 760.761.3695 F 760.761.3650 C 760.498.6509 www.Enerpvinspectors.com May -22, 2019 CALGreen Commissioning - Basis of Design (BOD) Ebullition Brew Works Bressi Ranch, Carlsbad, CA 92009 Ebullition Brew Works - Carlsbad incorporates commercial kitchen, beer tasting room, office, bar, and restrooms. This document outlines the Basis of Design for the project. The objective of this document is to provide a narrative describing the design of the Heating, Ventilation, Air Conditioning (HVAC) Systems and Controls, Indoor lighting Systems and Controls, Water Heating Systems, and outlines the design assumptions of each set of system and controls to be installed into the building. CALGreen Code Excerpt: The Basis of Design (BOD) is in compliance with the 2016 CALGreen Code, Section 5.410.2.1-2., 1 1. Heating, Ventilation, Air Conditioning (HVAC) System and Controls 1.1 Narrative Description of System EXISTING ROOFTOP PACKAGED HEAT PUMP SCHEDULE TOTAL SENSIBLE HEATING FAN SEER ELECTRICAL MM. TOTAL MARK MANUFACIUREI MODEL AREA SERVED COOLING MBH COOLING MBH MBH (API) CFM SPEED OR MOTOR HP O.S.A. CFM E.S.P. 7/ EE R COP I1r. __________ ________ CKT. AMPS MOCP OPER. WEIGHT MARKS (ARI) (API) PPM (IN.W.G) VOLT PH. HZ. = HP YORK XvER03 SEE PLANS ST37o4.84o36 a4 GOD o5221a546oI3l602o425.0 1130 0 YORK M ERMS03 7E40 E5%1 5 460368 204 250 11300 0 EXIS11NG UNIT TO REMAIN. NEW & EXISTING EXHAUST & SUPPLY FAN SCHEDULE MARK MANUFACTURER MODEL TYPE AREA SERVED E.S.P.FAN (INW,d. RPM HP ELECTRICAL OPER. REMARKS (WAITS],WEIGHT IMM FN4TECH RVF-IOXL EXT AIjff ELECTRICAL 960 0.25 1525 OAI 120 1 60 32 EXIS11NGTOREMAIN. ROOM COOK GC-168 CEILING JANITOR 150 0.3 1120 (536) 120 1 60 12 CONTROL VIA LIGHT SWITCH. COOK ROOM EF GC-148 CEILING MEWS RR 120 0.3 1032 (44.1) 120 1 60 12 CONTROL VIA LIGI4TSWITCH. EF COOK GC-148 CEILING WOMEiSRR 120 0.3 1032 (44.1) 120 1 60 12 CONTROI.VIA LIGHT SWITCH. EF COOK 165 CPA.A EXHAUST HOOD 3,360 0.75 1530 1.60 120 1 60 423 INTERLOCK OPERATION WITH SF-iN. SIF COOK I20KSP-B 2i 4A HOOD 0.4 713 0.58 120 1 60 170 INTERLOCKOPERATION WITH EF.4N. I I AIR .688 HVAC systems shall be installed with controls that: Are capable of shutting off the system during period of non-use and shall have an automatic time switch control device complying with section 119(c) with an accessible manual override that allows operation of the system for up to 4 hours. Automatically restart and temporarily operate the system as required to maintain setback thermostat setpoints for both heating and cooling. Shuts down the ventilation systems during a fire. Bathrooms will be exhausted to the minimum air changes per hour (ACH) as required and will be ducted to the outside. Bathroom exhausts shall be interlocked with light switches. 1.2 Reasons for System Selection A. The system is consistent with the owners preference and is designed to be highly efficient. The HVAC system selection was based on cost effective energy savings, ease of installation, and a designated location for service and maintenance saves time and cost. 2 1.3 Indoor and Outdoor Temperature Design The indoor and outdoor design conditions are based on the latest requirements of ASHRAE Handbooks design standards for the mechanical systems and will be based on the following conditions: Summer outdoor design conditions: 77°F drybulb; 65 OF wetbulb Winter outdoor design conditions: 38°F drybulb Indoor design conditions: &°F 50.%RH;Q.°F heating 1.4 Sequence of Operations Indoor temperature setpoints shall conform to Title 24 mandatory measures. Operating hours shall be: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Closed Closed 3PM - 9PM 3PM - 9PM 3PM - 10PM 12PM - WPM 12PM - 8PM 1.5 Codes and Standards The latest editions of the codes and standards are intended as guidelines for design. The codes and standards are not limited to the lists below: Codes California Plumbing Code, 2016 Code. California Energy Conservation Code International Fire Protection Code California Mechanical Code, 2016 Code. California Building Code, 2016 Code. California Fire Code, 2016 Code. California Administrative Code Title 8 General Industry Safety Order Title 17 Public Health oTitle 22 Social Security Title 24 Part 6 Building Energy Efficiency Standards Title 24 Part 11 California Green Buildings Standards Code Standards ANSI American National Standards Institute UL Underwriters Laboratories AGA American Gas Association ASME American Society of Mechanical Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning Engineers ARI American Refrigeration Institute ASTM American Society for Testing and Materials FM Factory Mutual NFPA National Fire Protection Association 2. Lighting System 2.1 Narrative Description of System FIXTURE MANUFACTURER FIXTURE VOLT LAMP TYPE INFORMATION DESCRIPTION WATTS LITHONIA LIGHTING SURFACE MOUNTED LINEAR LED LIGHT 277V Fl PROVIDE WITH EXPLOSION PROOF COVER 40WLED CPANL LED PROVIDE WITH DIMMABLE CONTROLS 40W GE LIGHTING LED DOWNLIOHT 277V F2 PROVIDE WITH DIMMABLE CONTROLS 20WLED LUMINATION 01 6" ROUND 20W SERIES DRACO LEO OOWNLIOHT 277V F3 PROVIDE WITH DIMMABLE CONTROLS 3OWLED BS73OLED SOW STONE LIGHTING LEO SCONCE 277V P4 PROVIDE WITH DIMMABLE CONTROLS 22WLED TIDE MODEL 22W WAC LIGHTING LED LINEAR LIGHT FIXTURE 277V FS PROVIDE WITH DIMMABLE CONTROLS 20WLED BRING OWELED 20W TBD EXIT SIGN WITH FACES AND ARROWS 277V Xl AS REQUIRED BY PLANS. PROVIDE WITH WITH 90 MINUTE EMERGENCY BATTERY BACKUP. 2W UNIT 2.2 Reasons for System Selection The systems are consistent with the owner's preference to provide adequate levels of light to perform operational tasks while reducing glare and maintaining visual discomfort while conserving energy and reducing heat gain through lighting fixtures. 2.3 Lighting Design Criteria and Power Design Targets The lighting design criteria are based on owner's project requirement and meet the Title 24 requirements. Fixture selection and locations have been coordinated with the owner. See Title 24's Lighting Schedule (LTG-IC Certificate of Compliance) and lighting construction documents. 4 3. Water Heating System 3.1 Narrative Description of System PLUMBING EQUIPMENT SCHEDULE MARK DESCRIPTION LOCATION MANUFACTURER & MODEL NUMBER eWH WATER HEATER- (GAS FIRED) (TANKLESS) SEE PLANS RINNAI RURISYIN "SENSEI° 199,000 BTUH WITH UNIFORM ENERGY FACTOR OF .93. 120V160 HZI4 AMPS, 11 GPM. WH WATER HEATER- (GAS FIRED) SEE PLANS (TANKLESS)______________________________________________________________________________ RINNAI . RUR1991N 'SENSEI' 199,000 OTUK WITH UNIFORM ENERGY FACTOR OF .93, 120V160 I1Z14 AMPS, 11 GPM. - CP DOMESTIC HOT WATER SEE PLANS CIRCULATION PUMP BELL & GOSSET- #SERIES 100, 1/12HP, 115V,, 1 GPM @5 FT HO. \iJ 3.2 Reasons for System Selection B. The system is consistent with the owner's preference and is designed to be highly efficient. The hot water system selection was based on cost effective energy savings, ease of installation, and a designated location for service and maintenance saves time and cost. 3.3 Water Heating Load Calculations A. See construction document for details. The water heating load calculations is determined by number of fixtures and the total demand. for each zone. The sizing of the hot water heating system is based on the amount of flow the water heaters can supply per minute. The calculations also factor in the peak usage where the hot water demand is at its highest and the system is capable of distributing the hot water effectively. 5. ENERGY INSPECTORS A Key Element in your Energy Efficient Design ENERGY INSPECTORSTM 1 Civic Center Drive, Suite 300 San Marcos, CA 92069 1760.761:3695 F 760.761.3650 C 760.498.6509 www.Energylnsoectors.com May 22, 2019 CALGreen Commissioning - Owner's Project Requirements (OPR) Ebullition Brew WorkS Bressi Ranch, Carlsbad, CA 92009 CALGreen Code Excerpt: The Owner's Project Requirements (OPR) is in compliance with the 2016 CALGreen Code Section 5.41.2.1-2. Project General Building Information: Project Name: Ebullition Brew Works Project Owner: Bressi Retail, LLC Project Location: Bressi Ranch, Carlsbad, CA 92009 Building Size: 1,947 sqft Number of Stories: I Construction Type: Type V-B Occupancy Type: M A Key Element in your Energy Efficient Design ENERGY INSPECTORS Executive Summary This owner's project requirements (OPR) document provides clear and concise documentation of Ebullition Brew Works's goals, expectations, and requirements for the building design and construction. The OPR establishes the owner's objectives and requirements and those shall be used for the development of the Basis of Design (BOD) and the Commissioning (Cx) Plan. The Commissioning Agent utilizes the OPR as the record of established requirements that is the basis of the commissioning process. Additionally, the OPR is considered a "living" document during the design phase of the project and is subject to change as the design progresses. Ebullition Brew Works consists of commercial kitchen, beer tasting room, office, bar, and restrooms. Owner and User Requirements Facility and main floor area shall be designed with open concept to accommodate flexible shelf spaces/configurations, and/or accommodate future expansion, if needed. The building materials shall be durable and easy to maintain. The building will be clean and ready for immediate occupancy at building turn over. Desired building lifespan shall be at least 40 years. Environmental and Sustainability Goals . Meet or exceed the California Green Building Standards (Title 24, part 11) requirements. Provide an energy efficient building that meets or exceeds the governing codes and standards. Meet required storm water pollution protections and controls. Install water efficient code compliant plumbing fixtures. Energy Efficiency Goals Overall efficiency of building shall meet California Energy Code, Title 24, part 6 Energy Standards. Lighting system efficiency shall meet California Energy Code, Title 24, part 6 Energy Standards. HVAC equipment and efficiency shall be at least 80% AFUE and 13.0 SEER, and/or meet minimum Title 24 Codes and Standards. Ebullition Brew Works (OPR) Page 2 A Key Element in your Energy Efficient Design ENERGY INSPECTORS . Maximize interior daylighting with minimize lighting needs and heat gain. Additional energy efficiency measures that provide cost effective energy savings shall be identified and included wherever feasible. Indoor Environmental Quality Requirements Air Quality, Ventilation, and Filtration Implement a construction phase indoor pollution protection plan that reduces particulate, mold, and other pollutants during construction phase. Cover all ductwork openings to prevent pollutants from entering the HVAC system. HVAC equipment used during the construction phase must take steps to protect all return air openings with high efficiency filtering material and all filters shall be replaced with new filters prior to turn over of the facility to the Owner. Ventilation and filtration requirements: All mechanical equipment to have minimum MERV 8 filters, per CGBC 5.504.5.3. Occupancy HVAC control requirements: Mechanical rooftop units to have individual thermostats located in common accessible areas. All selections of equipment, components, and subcomponents shall comply with all sections of the CALGreen code. Lighting Lighting system efficiency shall meet California Energy Code performance approach energy budget. Lighting systems and lighting fixtures and/or controls shall be selected to meet Title 24, part 6 minimum efficiency requirements. Lighting Systems: All lighting fixtures will be new Lamping will be fluorescent and/or LED Lighting fixtures will be energy efficient Lighting fixture controls will include automatic shut off in accordance with Title 24, part 6 requirements Ebullition Brew Works (OPR) Page 3 A Key. Element in your• Energy Efficient Design ENERGY INSPECTORS Temperature and Humidity Indoor design temperature at roughly 75°F and relative humidity at roughly 50%. Acoustics Building shall be designed up to 85 dBA to account for peak. Other Owner Requirements Manual override capability shall be installed on both lighting and HVAC system to accommodate after-hours usage. All interior finish materials shall meet the VOC limitations established by CALGreen. All carpet not provided by the Owner shall meet the Carpet & Rug Institute's Green Label requirements or the appropriate section(s) of CALGreen. Plywood, particle board, and other composite wood or agrifiber products used in the construction shall be certified to contain no added urea formaldehyde resins. Note: all structural members consisting of composite construction, are exempt from CALGreen requirements. All building materials stored on site prior to installation shall be stored so that there is no buildup of moisture, dust, mold or other pollutants on or in the materials. Equipment and Systems Expectations Level of Quality, Reliability, Equipment Type, Flexibility, Maintenance, and Complexity Desired shall be determined by the Engineer of Record for a particular identified system. Specific Efficiency Targets, Desired Technology's, or Preferred Manufactures for Building Systems, Acoustics, and Ventilation for the equipment selected by Ebullition Brew Works which comply with all applicable state building codes. Degree of System Integration, Automation, and Functionality for Controls shall be determined by the Engineer of Record to accomplish compliance with state mandated codes and maybe modified through the construction process to achieve higher levels of flexibility. Ebullition Brew Works (OPR) Page 4 A Key Element in your Energy Efficient Design ENERGY INSPECTORS Building Occupancy and O&M Personnel Expectations Description of How the Building will be operated and by whom The building occupants will have the following expectations for the Ebullition Brew Works: The lighting will be even, without glare, and adequate for daily operations. Electrical power will be adequate, with reasonable space capacity for growth of usage. The HVAC systems will function properly and will provide thermal comfort without cold or hot areas. The. HVAC systems will function without perceptible noise of vibration within conditioned areas. The indoor environment will be free of irritating odors, fumes, and pollutants. The operations and maintenance personnel will have the following expectations for this facility: The building finishes will be durable and easy to maintain. The building will be clean and ready for immediate occupancy at building turn over. O&M personnel will receive training on the operation of building systems and the required periodic maintenance requirements of all equipment. Equipment manuals spare parts lists, and supplier contracts will be delivered to Ebullition Brew Works prior to building turn over. Equipment warranties and guarantees will be delivered to Ebullition Brew Works prior to building turn over. Building equipment will be easily accessible, of standard manufacture, easily repaired, with readily available spare parts. Day-to-day HVAC operation will be performed by Ebullition Brew Works's staff. Periodic HVAC maintenance will be performed by a service company. Level of training and orientation required understanding, operating and use the building shall be determined based on recommendations from the Engineer of Record and Installing contractor of the selected systems. Ebullition Brew Works (OPR) Page 5