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HomeMy WebLinkAbout2100 COSTA DEL MAR RD; ; CBC2019-0503; PermitF017citlyof Building Permit Finaled Carlsbad ±111111± ri Print Date: 12/08/2020 Permit No: CBC2019-0503 Job Address: Permit Type: Parcel U: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: 2100 COSTA DEL MAR RD, CARLSBAD, CA 92009-6823 BLDG-Commercial Work Class: Tenant Improvement 2165900100 $569,282.40 R, lB. A-3 Track #: Lot #: Project U: Plan U: Construction Type:V B Orig. Plan Check U: Plan Check U: Status: Closed - Finaled Applied: 10/22/2019 Issued: 02/24/2020 Finaled Close Out: Inspector: CRenf Final Inspection: 12/08/2020 Project Title: Description: OMNI HOTEL - CHOPRA CENTER:.12,240 SF T.l. (CONVERT EXISTING SPACE TO MEETING ON-2 LEVELS / REMODEL 6 TREATME ROOMS INTO 2 HOSPITALITY SUITES) Contractor: DAVIS REED CONSTRUCTION INC 12250 EL CAMINO REAL, #.SUITE 240 SAN DIEGO, CA 92130-2202 (858) 523-9760 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $2,247.00 BUILDING PLAN CHECK FEE (BLDG) $1,572.90 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $242.00 FIRE A-2 & A-3 Occupancies - TI $628.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $204.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $104.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $23.00 STRONG MOTION-COMMERCIAL $159.40 Total Fees: $5,355.30 Total Payments To Date: $5,355.30 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92608-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbadisbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value ° PC Deposit Date !J' Job Address 2100 COSTA DEL MAR RD, CARLSBAD, CA 92009 Suite: APN: Tenant Name: OMNI HOTEL CT/Project#: Lot #: Occupancy: ASSEMBLY Construction Type: V B Fire Sprinklers: no Air Conditioning: t/ no BRIEF DESCRIPTION OF WORK: CONVERSION OF EXISTING INTERIOR SPACES TO MEETING SPACES ON TWO LEVELS AND ALSO THE REMODEL OF 6 EXISTING TREATMENT ROOMS INTO 2 HOSPITALITY SUITES. U Addition/New: New SF and Use, ___New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) l Tenant Improvement: 12, 240 1 SF, Existing Use R; lB. A-3 Proposed Use R; lB. A-3 SF, Existing Use Proposed Use El Pool/Spa: SF Additional Gas or Electrical Features? El Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No El Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: TSK ARCHITECTS/ STEVE FIERCE Name: OMNI HOTEL & RESORT Address: 316W 2ND. ST. PENTHOUSE LEVEL Address: 4001 MAPLE AVE.. SUITE 300 City: LOS ANGELES State:CA Zip: 90012 City: DALLAS State: TX Zip: 75219 Phone: 213.614.0900 Phone: 760.804.7434 CELL PHONE: 443.474.3256 Email: SFierce@tska.com Email: eric.myer@Omnihotels.com DESIGN PROFESSIONAL CONTRACTOR BUSINESS too Name: TSK ARCHITECTS I WINDOM KIMSEY Name: Oo'v') Z,eCIs Address: 316 W2ND. ST. PENTHOUSE LEVEL Address: 7 Y%4 EL C'—'-'.-" Ac.. 4t ZkO City: LOS ANGELES State:CA Zip: 90012 City: Sc V .c-w State:Cc/c Zip: Phone: 213.614.0900 Phone: 9,--_5713— 12 (cD Email: WKimsey@tska.com Email: 5 %\)oy.. () L.CJ' 1.•L . Architect State License: C-28235 State License: G Bus. License: $' (3 01, ¶.,,__,, ,i.oy -a..633 (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 ($5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@'carIsbadca.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: 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 ,ork which this permit is issued. 0,1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers o compensation insurance carrier and policy number are: Insurance Company Name: (_ PolicyNo. J€'OW1L &'YIC17J'kExpirationDate: (19 13o lzoic O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.0OJpddition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: 72—. DAGENT DATE: 1ct/c)4 1 4iO (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am 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. C3 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4. 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): S. 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: LJAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYes LJ 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 !J No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes ONo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the gate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Sectjn 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: - ______ DATE: 2019-10-22 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@Carlsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 10/22/2019 Owner: L C INVESTMENT 2010 LLC Work Class: Tenant Improvement Issue Date: 02/24/2020 Subdivision: Status: Closed - Finaled Expiration Date: 03/01/2021 Address: 2100 COSTA DEL MAR RD CARLSBAD, CA 92009-6823 IVR Number: 22641 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status ,1210812020 1210812020 BLDG-Final Inspection 145637.2020 . Passed Chris Renfro Complete I Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDGFIre Final 145799.2020 Passed T Felix Salcedo - Completej Checklist Item COMMENTS Passed FIRE- Building Final Yes U Tuesday, December 8, 2020 Page 4 of 4 Permit Type: BLDG-Commercial . Application Date: 10/22/2019 Owner: L C INVESTMENT-2010 LLC Work Class: Tenant Improvement Issue Date: 02/24/2020 Subdivision: Status: Closed - Finaled Expiration Date: 03/01/2021 Address: 2100 COSTA DEL MAR RD * . IVR Number: 22641 CARLSBAD, CA 92009-6823 Scheduled Actual Inspection Type . Inspection No. Inspection Primary Inspector. Reinspection Inspection Date Start Date Status r ----- ---.-- .--. -.---. -r- - - - BLDG-44 - 134026-2020 Failed .. Chris Renfro Reinspection Incomplete- _oughlDuctslDarspes__- Checklist Item. COMMENTS Passed BLDG-Building Deficiency Mechanical final connections not complete No 11 I08l07/2020 0810712020 BLDG-84 Rough .,135090-2020 . Partial Pass Chris Renfro . . Reinspection incomplete Combo (14 24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough combo on meeting rooms lids 1st Yes and 2nd floors. Rough combo inspection on restroom lids 2nd floor only.. 1st floor pending. Guest bedrooms hard lids complete, except outside toilet and shower areas, need exhaust fans installed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 . . No Rough-Ducts-Dampers 08121/2020 t 0812112020 BLDG-84 Rough 136274.2020. . •.. Passed Chris Renfro .. - Complete L. Cornbo(124,34,44)__,..-:.. ,. .-... Checklist Item COMMENTS . Passed BLDG-Building Deficiency Yes BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout . . Yes BLDG-34 Rough Electrical . . Yes BLDG-44 Yes Rough-Ducts-Dampers 10910212020. 0910212020 .BLDG-24 RoughlTopout 137170-2020 Passed Chris Renfro I - Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough top out of water in tub traps x2 Yes 119/0 212020 1WO2/2020 BLDG-Final Inspection _ Checklist Item COMMENTS . Passed BLDG-Building Deficiency . Partial pass. Need fire sign off and signage No throughout. BLDG-Plumbing Final . No BLDG-Mechanical Final . No BLDG-Structural Final No BLDG-Electrical Final . . No Tuesday, December 8, 2020 . . Page 3 of 4 Permit Type: BLDG-Commercial Application Date: 10/2212019 Owner: L C INVESTMENT 2010 LLC Work Class: Tenant Improvement Issue Date: 02/24/2020 Subdivision: Status: Closed - Finaled . Expiration Date: 03/01/2021 Address: 2100 COSTA DEL MAR RD IVR Number: 22641. CARLSBAD, CA 92009-6823 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date - Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready on walls for rough combo. No Missing fire caulk penetrations through top plate and bottom plates. One hour separation from unit to unit. BLDG-14 . . No Frame-Steel-Bolting-welding (Decks) BLDG-24 Rough-Topout . No BLDG-34 Rough Electrical • . No BLDG-44 No Rough-Ducts-Dampers 0610112020 06/0112020 BLDG-84 Rough 128963-2020 Partial Pass Chris Renfro Reinspection Incomplete çombo(14243444)_____ ____ ___________ • i_ Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough combo on meeting rooms walls Yes only. Rough combo on hard lids in meeting rooms on high ceilings only, soffits are pending. Rough combo inspection on restroom walls only. BLDG-14 . . Yes Frame-Steel-Bolting-welding (Decks) BLDG-24 Rough-Topout . . . Yes BLDG-34 Rough Electrical Yes BLDG-44 . Yes Rough-Ducts-Dampers 0611912020 06/1912020. BLDG-82 Drywall, 130622-2020 Partial Pass Peter Dreibeibls Reinspection Incomplete Exterior Lath, Gas Test, . Hot Mop_ Checklist Item COMMENTS . Passed BLDG-17 Interior Lath-Drywall . Yes 06I26/2020 06/2612020 BLDG-17 interior 131215-2020 Partial Pass Chris Renfro ' Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall lids only on main level and 2nd Yes floor offices. Some areas pending where mechanical equipment and fire alarm boxes need to be installed. 10712912020 07I29/2020 BLDG-34 Rough 13.4025-2020 Failed Chris Renfro . Reinspection Incomplete I - ---Electrical- Checklist Item COMMENTS . Passed BLDG-Building Deficiency Rough electrical not complete in hard lids, No minor pickup, exhaust fans in mock up restrooms. - Tuesday, December 8, 2020 . Page 2 of 4 Building Permit Inspection History Finaled craty of Carlsbad Permit Type: BLDG-Commercial Application Date: 10/22/2019 Owner: L C INVESTMENT 2010 LLC Work Class: Tenant Improvement Issue Date: 02/24/2020 Subdivision: Status: Closed - Finaled Expiration Date: 03/01/2021 Address: 2100 COSTA DEL MAR RD IVR Number: 22641 CARLSBAD, CA 92009-6823 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 0311912020 0311912020 BLDG-24 Roughllopout 122666.2020 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough top out of DWI and water in mock Yes suites, unit number 124 and number 128 0313012020, 03130/2020 BLDG-21 123549.2020 Cancelled Chris Renfro Reinspection Incomplete UndergroundlUnderflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG 24 RoughlTopout 123550-2020 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough top out of water in mock suites 2nd Yes floor 04102/2020 0410212020 BLDG-24 RoughlTopout 124036.2020 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough top out of water in mock suites 1st Yes. floor connection 0411612020 04/1612020 BLDG-17 Interior 124928.2020 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS , Passed BLDG-Building Deficiency Drywall one side at main level and 2nd Yes floor offices. 05/0112020 0510112020 BLDG-44 126298.2020 Partial Pass Chris Renfro Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Duct sealant inspection On first and Yes second floor in office suites. OK to wrap 05/2012020 05/2012020 BLDG-84 Rough 128096.2020 Failed Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Tuesday, December 8, 2020 . Page I of 4 DATE: JAN. 17, 2020 JURISDICTION: CARLSBAD EsGil A SAFEbuIttCornpany YJ PLICANT IS. PLAN CHECK #.: CB20I90503 SLIV PROJECT ADDRESS: 2100 COSTA DEL MAR ROAD PROJECT NAME: CHOPRA CENTER CONVERSION & RENOVATION E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction tofowad to the applicant contact person. LI 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. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: TSK AlA (Steve Fierce) Telephone #: 213-614-0900 Date contacted:UI1'7O (b,j'T\J Email: sfiercetska.com Mail Telephone Fax In Person REMARKS: thèaráhitectural plans to be stamped& signed by the project architect. CA &°Professions C ode.) *[Scope: Six of existing treatment rooms are converted into hospitality suites and part of interior space is converted into new meeting rooms on two levels]. By: ALl SADRE, S.E. Enclosures: EsGil 1/08 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuiIt Company DATE: DEC. 31, 2019 JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0503 SET: III PROJECT ADDRESS: 2100 COSTA DEL MAR ROAD U APPLICANT U JURIS. PROJECT NAME: CHOPRA CENTER CONVERSION & RENOVATION The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. PLEASE SEE BELOW 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: TSK AlA (Steve Fierce) Telephone #: 213-614-0900 Date contacted: (by: ) Email: sfierce(ätska.com Mail Telephone Fax In Person REMARKS: See attached for remaining items from previous list. *[Scope: Six of existing treatment rooms are converted into hospitality suites and part of interior space is converted into new meeting rooms on two levels]. By: ALl SADRE, S.E. Enclosures: EsGil 12/30 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbwtt'Company DATE: DEC. 189 2019 0 APPLICANT 0 JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0503 SET: II PROJECT ADDRESS: 2100 COSTA DEL MAR ROAD PROJECT NAME: CHOPRA CENTER CONVERSION & RENOVATION The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. PLEASE SEE BELOW El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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: TSK AlA (Steve Fierce) Telephone #: 213-614-0900 Date contacted: (by: ) Email: sfiercetska.com Mail Telephone Fax In Person REMARKS: Supplemental plan check fees will be assessed for submitting the plans without addressing all the remining items on the attached list at the next go around. *[Scope: Six of existing treatment rooms are converted into hospitality suites and part of interior space is converted into new meeting rooms on two levels]. By: ALl SADRE, S.E. Enclosures: EsGil 10/25 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbui(t'Company DATE: NOV. 05, 2019 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2019-0503 SET:I PROJECT ADDRESS: 2100 COSTA DEL MAR ROAD PROJECT NAME: CHOPRA CENTER CONVERSION & RENOVATION The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ü 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: 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: TSK AlA (Steve Fierce) Telephone #: 213-614-0900 Date contacted: (by: ) Email: sfierce(tska.com Mail Telephone Fax In Person LI REMARKS: By: ALl SADRE, S.E. Enclosures: EsGil 10/25 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I. CARLSBAD CBC20 19-0503 NOV. 059 2019 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2019-0503 PROJECT ADDRESS: 2100 COSTA DEL MAR ROAD CONSTRUCTION = V-B; SCOPE = 1.1.1 CONVERSION; STORIES = ONE + BASEMENT; HEIGHT = NO CHANGE; AREA (T.I.) = 12,240; SPRINK. = YES; OCCUPANCY = B/RIIA3; DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 10/25 NOV. 05, 2019 REVIEWED BY: ALl SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring IWQ 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. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 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 on the plans. Have changes been made not resulting from this list? 0 Yes 0 No CARLSBAD CBC2019-0503 NOV. 059 2019 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2019-0503 PREPARED BY: ALl SADRE, S.E. DATE: NOV. 059 2019 BUILDING ADDRESS: 2100 COSTA DEL MAR ROAD BUILDING OCCUPANCY: B/R1/A3; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T.I. AREA 12240 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB JBY Ordinance 11997 UBC Building Permit Fee IAIbl: 11997 UBC Plan Check Fee I Al W: Type of Revuew, P Complete Review r Structural Only r. Repetitive Fee 14 FERepeats r I- Other r Hourly EsS iI Fee or Lf $1,460.7 1 Comments: Sheet 1 of 1 IP1UUUl1 LNVIKUNMLN IAL Asbestos Bulk Sampling Report Conducted at Chopra Center 2100 Costa del Mar Road Carlsbad, CA 92009 Conducted For Omni La Costa Resort & Spa Attn: Eric Myer 2100 Costa del Mar Road Carlsbad, CA 92009 Survey Date November 07, 2019 Report Date November 12, 2019 ET&T Project No. 197479 Environmental Testing & Technology, Inc. (ET&T) 1106 Second Street, Suite 102 A Encinitas, CA 92024 Tel: 760-804-9400 A www.ETandT.com A www.EMFRF.com www.ETandT.com Page 1 of 5 T&T I INDOOR1ENVIRONMENTAL Dear Eric, This report summarizes the findings of our asbestos sampling conducted at the Chopra Center located at 2100 Costa del Mar Road, Carlsbad, CA 92009. Our survey was conducted on November 07, 2019, by Mr. Andrew Jordan, Certified Asbestos Consultant (CAC) and Ms. Sarah Villa, Certified Site Surveillance Technician (CSST) with ET&T. Scope of Work The purpose of this limited survey was to collect bulk samples of suspect asbestos containing building materials which may disturbed during building improvements. The samples were sent to an NIST/NVLAP accredited lab for analysis. The following procedures were conducted as part of the assessment: . Limited visual inspection in readily accessible areas of the Chopra Center. . Collection of suspect asbestos containing materials. . Written report and laboratory data interpretation. 2. Asbestos Bulk Sampling The purpose of bulk sampling is to determine if a material contains asbestos. Asbestos "bulk" samples were taken by "wetting" a suspect surface with a surfactant and collecting the material. These materials are sent to an accredited laboratory for analysis by polarized light microscopy (PLM) by EPA method 600/R-93-116. Asbestos containing material is a material that contains greater than 1% asbestos. Summary There were thirty-seven (37) bulk samples collected from suspect asbestos containing building materials during the survey. There were no asbestos fibers detected in any of the materials and locations sampled during the survey. Asbestos containing material is a material that contains greater than 1% asbestos. Please see Table 1 and the attached laboratory report for more information. 1106 Second Street, Suite 102• Encinitas, CA 92024 • Tel: (760) 804-9400 • Fax: (760) 630-9303 ET&T Job # 197479 *Omni • 2100 Costa del Mar Rd., Carlsbad, CA 92009 • Survey Date: November 07, 2019 www.ETandT.com - Page 2 of 5 A ET&T INDOOR ENVIRONMENTAL 4. Asbestos Bulk Sampling, Results r Table 1: Asbestos Bulk Samoling Results Sample ID Location - Material Results 01 Room 785— Drywall/Joint Compound ND 02 Room 784— Drywall/Joint Compound _j ND 03 - Room 783 - Drywall/Joint Compound .J . ND 04 - Room 782— Drywall/JointCompound 05 . Room 781— Drywall/Joint Compound . ND 06 - Room 780— Drywall/Joint Compound ND 07_Jj Dharma Room - Drywall/Joint Compound • ND 08 MeditationRoom -Drywall/JointCompound ND 09 Meditation Room—Wall Texture 10 David Simon Meeting Room — Drywall/Joint Compound-1 ND 11 1- Executive Office — Drywall/Joinf Compound ND 12 ExecutiveOffice— Drywall/JointCompound ____ND Executive Office .J.[._._ ........ ...._... Execu_!ve !.Etic ND Executive Office — Ceiling Tile ..................... . ... . . ....... ..... ............ .. . .. . ..... . ... ... ..... ii . .J . ....... . .......... 16 om—DwalI/Jotcompound i(ND. . .... . .... . ....J ii..... ...Storage ......... . . . . ............. .1................................. ... .... ..... ... .......hen—Drywa!l/JointCorn.°...... ............... ........... ,...jL....................ND .. 18 Spa Management _ Drywall/Joint Compound .1ND j 19 Programs Management - Drywall/Joint Compound ND 20 Operations— Drywall/iointCompound . ND I 21 { Library — Drywall/JointCompound ND Upper. LevelHall - Drywall/Joint Compound j _ND j 1106 Second Street, Suite 102 •. Encinitas, CA 92024 • Tel: (760) 804-9400• Fax: (760) 630-9303 ET&T Job #197479 *Omni • 2100 Costa del Mar Rd., Carlsbad, CA 92009 • Survey Date: November 07, 2019 www.ETandT.com Page 3of5 T&T INDOOR ENVIRONMENTAL 23 Ceilinglile ND . UpperLevelHall — - 24j Men's Bathroom Ceiling - Drywall/Joint Compound ND 25 Chopra Front Desk - Drywall/Joint Compound ND I 26 Lotus Meditation Room - Drywall/Joint Compound ND I 27 Yoga Center — Drywall/Joint Compound ND Yoga Center — Drywall/Joint Compound _II_ND YogaCenter — CeilingTile __ND 30 1 I. Intermediate Level Corridor -Drywall/Joint• Compound : _- _--- - ND __- Intermediate Level Women's Bathroom Ceiling- Drywall/Joint I .31 . ND Compound 32 _1 _Intermediate _Level _Hall - Drywall/Joint Compound _if_ND I 33 Intermediate Level Hall - Ceiling Tile If_ND _I 34 Mind Body Sahaswara Room - Drywall/Jint Compound if ND I 35_ii - MindBodyLobby - Drywall/Joint Compound ND L_36 Mind B'odyOffice - Drywall/JointCompound ND Mind Body —CeilingTile ND _• ND = no asbestos fibers detected 1106 Second Street, Suite 102 • Encinitas,CA 92024 • Tel: (760) 804-9400• Fax: (760) 630-9303 ET&T Job # 197479 *Omni • 2100 Costa del Mar Rd., Carlsbad, CA 92009 • Survey Date: November 07, 2019 www.ETandT.com • Page 4of5 • ENV INDOOR ENV 5. Important Notice A diligent inspection of normally visible and accessible areas was made in accordance with the scope of work. However, due to the inherent limitations of the physical inspection process, Environmental Testing & Technology Inc. cannot report, or accept responsibility for, materials or conditions which may exist in areas that were inaccessible at the time of its inspection. This survey cannot guarantee or warrantee the absence of asbestos or other environmental hazards in areas not accessible for inspection and testing. This inspection is not intended to reflect the structural integrity, or value of the property, nor do we make any representation as to the advisability of purchase or the suitability for use. We do not assume responsibility for choices or decisions made regarding the purchase or rental of properties, mitigation or potential legal action, based on our measurements. The inspection is not intended to be technically exhaustive, and is not to be used as a guarantee or warranty, expressed or implied, regarding the adequacy, performance, or condition of the inspected structure. If you have any further questions regarding the survey and report feel free to contact us at 760-804-9400. Sincerely, AC j_ DREW M_ JORDAN \ Andrew M. Jordan, BA Certified Asbestos Consultant (CAC) - No. 11-4739 BOMDaIMRED 1,1 Certified Microbial Consultant (CMC) - ACAC No. 1305046 40.6 Certified Lead Inspector/Assessor —.CDPH No. 26593 Certified Applied Microbial Remediation Technician (AMRT) — IICRC No. 126470 Certified Water Damage Restoration Technician (WRT) - IICRC No. 126470 ATTACHMENTS . Asbestos Bulk Sampling Report — 11 Pages 1106 Second Street, Suite 102 • Encinitas, CA 92024 • Tel: (760) 804-9400 • Fax: (760)'630-9303 ET&T Job # 197479 *Omni • 2100 Costa del Mar Rd., Carlsbad, CA 92009 4 Survey Date: November 07, 2019 www.ETandT.com Page 5of5 PROJECT: Chopra Center Coversion 2100 Costa Del Mar Road Carlsbad, CA 92009 Project Designer: TSK 316 West 2nd Street Los Angeles, CA 90012 213-614-0900 Report Prepared by: Abi Nabipur JaycoCal Engineering 232 N. Lake Ave STE 217 Pasadena, CA 91101 626-449-2490 ; ^ wm JaycoCal Engineering Job Number: 19068 Date: 10/18/2019 00) 0w— W! M 0-640 —0 zU) LO 0 uOO (0 Ix (N I CAL 04 (N W 0 I— - z W 0 w 0 CV) o WZ Ig) aO <o _ oOw L) oxwoo Z Z a %J C'1Ou The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software - www.energysoft.com. I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form MCH-01-E Prescriptive - Mechanical Systems 3 Form MCH-02-E Prescriptive - HVAC System Requirements 7 Form MCH-03-E Prescriptive - Mechanical Ventilation and Reheat 11 Form MCH-04-E Prescriptive - Required Acceptance Tests 14 Form MCH-05-E Prescriptive - Requirements for Packaged Single Zo 17 Form MCH-07-E Prescriptive - Fan Power Consumption 20 STATE OF CALIFORNIA MECHANICAL SYSTEMS• CEC-NRCC-MCH.0i-E (Revised 011161 - CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 1 of 4) P*,tN,n,e Chopra.Center Coversion. - One PDd 10/18/2019 A. MECHANICAL COMPLIANCE DOCUMENTS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2016 Nonresidential Manual Note: The FiforcementAgency may require allforms to be incorporated onto the building plans. YES NO amp. Doc./Worksheet tle 0 IRCC-MCH-01-E (Part 1 ertificate of Compliance, Declaration. Required on plans for all submittals. 0 IRCC-MCH-01-E (Part 2 ertificate of Compliance, Required Acceptance Tests (MCH-02-A to 11-A). Required on plans for all submittals. 0 IRCC-MCH-01-E (Part 3 :ertificate of Compliance, Required Acceptance Tests (MCH-12-A to 18-A). Required on plans where applicable. El 0 IRCC-MCH-02-E (Part 1 1echanical Dry Equipment Smm is required for all submittals with Central Air Systems. It is optional on plans. 0 13e IRCC-MCH-02-E (Part 2 4echanical Wet Equipment Summary is required for all submittals with chilled water, hot water or condenser water ystems. It is optional on plans. El 13 IRCC-MCH-03-E Aechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is Iptional on plans. 0 IRCC-MCH-07-E (Part 1 1ower Consumption of Fans. Required on plans where applicable 0 IRCC-MCH-07-E (Part 2 sower Consumption of Fans, Declaration. Required on plans where applicable CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA MECHANICAL SYSTEMS EC.NRCC.MCH.01-E (Revised 011161 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 2 of 4) PtNan.e Chopra Center Coversion I 10/18/2019 B. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required compliance documents) Test Performed By: Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who Installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck - The NRCC-MCH-01-E compliance document Is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. Inspector -Before occupan permitisgrand all newly installed process s Istems must be -sted to ensure proper operationr Test DescrIp"n MCH-02-A MCH-03-A MCH-04-A MCH.05.A MCH-06-A MCH-07.A MCH-08-A MCH.09-A MCH-10-A MCH-11-A Equipment Air Demand Hydronic Automatic Requiring Testing q g # of Outdoor Single Zone Distribution Economizer Control Supply Fan Valve Leakage Supply Water System Demand Shed Units Air Unitary Ducts Controls Ventilation VAV Test Temp. Reset Variable Flow Control or Verification (DCV) Control Camer42BHE-I 4 a a a a a a a a a a Cariier42BHE- 7 a 1 a a a 1 a Cl a a a a Camer42BHE- 5 0 a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a Cl a a a a a Cl a a a a a a a a a a a a a a a a a a a CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA MECHANICAL SYSTEMS EC-NRCC-MCH-01-E (Revised 011161 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems (Page 3 of 4) P,jseN: Chopra Center Coversion I 10/18/2019 C. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required compliance documents) Test Performed By: Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck - The NRCC-MCH.01.E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. Inspector -Before occupanc" permit is granted all np''ly installed process sytms must be tested to isure proper operations. Test Descrip'nn MCH-12-A MCH-13-A MCH-14-A MCH-15-A MCH-16-A MCH-17-A MCH-18-A Equipment # of Fault Detection & Automatic Fault Distributed Detection & Energy Thermal Energy Supply Air Condenser Water Requiring Testing Units Diagnostics for DX Diagnostics for Air & Storage DX AC Storage (TES) Temperature Reset Reset Controls ECMS or Verification Units Systems Systems Controls Zone Carner42BHE-( 4 a a a a a a a Carrier 42BHE-' 7 a a a a a a a Canier42BHE-' 5 a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a -7. CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA MECHANICAL SYSTEMS , .CEC-NRCC4ACH.O1-E (Revised 011161 CALIFORNIA ENERGY. COMMISSION. I CERTIFICATE OF COMPUANCE - NRCC MCH-01 E' I - Chopra Center Coversion °''"° 10118/2019 TATION AUTHOIVS DECLARATION STATEMENT / - Mocumentatlon Author Name: • Abi Nabipur Documentation X AatherSlgesbire: ?'V7 Comeanr JaycoCat Engineering sivtewreoate 10/18/2019 232 N Lake Ave STE 217 OW HERS Certification Identification ill applicable) M_22298 Oty/State/ZIp. Pasadena CA 91101 phone: one 626-449-2490 RESPONSIBLE PERSONS 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 Compliance Is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). - The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part land Part 6 of the California Code 'of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the Information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued fort building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance Is required to bejnciud d tb the documentation the builder provides to the building owner at occupancy. 7 Responsible Designer Name: jaycoCal Engineering, Inc. - Responsible DeslgnerSignature: Company: Signed: JaycoCal Engineering, Inc. Date Address: 232 N Lake Ave., Suits 217 UCOnie. 7..77J Pasadena, CA 91101 phone: 626-449-2490 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA HVAC DRY&WET SYSTEM RQUIREMENTS "Lle'll GEC-NRCC-MCH-02-E (Revised 01116) CALIFORNIA ENERGY COMMISSION W CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry & Wet System Requirements (Page 1 of 3) Project Name: Chopra Center Coversion Date Prepared: 10/18/2019 A. Equipment Tags and System Description' - Dry Systems FCII-1 ,2 (1 TON) FC/2-1 ,2 (2 TON) FCI3-1,7 (3 TON) MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents2 Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low Leakage AHUs 110.2(f) Ventilation 120.1(b) Demand Control Ventilations 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b' ' V/N " V/N '' V/N 1404( &b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool" 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing1° 140.4(l) Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more spaces is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E compliance document. S. If one or more spaces has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E compliance document. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A compliance document must be submitted. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA HVAC DRY & WET SYSTEM REQUIREMENTS C 0-1-1 mi CEC-NRCC.MCH-02-E (Revised 01116) CALIFORNIA ENERGY COMMISSION W CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry & Wet System Requirements (Page 1 of 3) Project Name: Chopra Center Coversion Date Prepared: 10/1 8/2019 A. Equipment Tags and System Description1- Dry Systems FC/4-1 ,5 (4 TON) MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document? Heating Equipment Efficiency3 110.1 or 110.2(a) Cooling Equipment Efficiency3 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low Leakage AHUs 110.2(f) Ventilation 120.1(b) Demand Control Ventilations 120.1(c)4 Occupant Sensor Ventilation Control6 120.1(c)5, 120.2(e)3 Shutoff and Reset Controls7 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) '' V/N V/N V/N Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool" 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating9 140.4(g) Duct Leakage Sealing and Testing'° 140.4(I) Notes: Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more spaces is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E compliance document. S. If one or more spaces has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03.E compliance document. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A compliance document must be submitted. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA HVAC DRY &'wEtsYstEMREQUIRiMEN1S rTITT CEC-NRCC-MCH-02-E (Revised 01I16 - CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE -- NRCC-MCH-02-E HVAC Dry & Wet System Requirements (Page 2 of 3) Project Name: Chopra Center Coversion Date Prepared: 10/18/2019 - B. Equipment Tags and System Description'— Wet Systems MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Document? Heating Hot Water Equipment Efficiency3 110.1 Cooling Chilled and Condenser Water 110 140.4(i) .1, Equipment Efficiency3 Open and Closed Circuit Cooling Towers 110.2(e)1 conductivity or flow-based controls Open and Closed Circuit Cooling Towers Maximum Achievable Cycles of 110.2(e) 2 Concentration ((31)6 Open and Closed Circuit Cooling Towers 110.2(e)3 Flow Meter with analog output Open and Closed Circuit Cooling Towers 110. 2 e4 Overflow Alarm Open and Closed Circuit Cooling Towers Efficient Drift Eliminators 110.2(e)5 Pipe Insulation 120.3 PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 140.4(h)2, 140.4(h)5 Y/N Y/N Y/N Cooling Tower Flow Controls 140.4(h)3 Centrifugal Fan Cooling Towers4 140.4(h)4 Air-Cooled Chiller Limitation5 140.40) Variable Flow System Design 140.4(k) Chiller and Boiler Isolation 140.4(k) CHW and HHW Reset Controls 140.4(k) WLHP Isolation Valves 140.4(k) VSD on CHW, CW & WLHP Pumps >SHP 140.4(k) DP Sensor Location 140.4(k) Notes: Provide equipment tags (e.g. CH 1 to 3) or system description (e.g. CHW loop) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. For chillers operating at non-standard efficiencies provide the Kadj values. For chillers also note whether the efficiencies are Path A or Path B. Identify if cooling towers have propeller fans. If towers use centrifugal fans document which exception is used. If air-cooled chillers are used, document which exceptions have been used to comply with 140.40) and the total installed design capacity of the air-cooled chillers in the chilled water plant. Identify the existence of a completed MCH-06-E when open or closed circuit cooling towers are specified to be installed, otherwise enter "N/A". CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 .... January 2016 '-I - CABuil DOCUMEAflQNORjjAiT11ON STAth4T ____ 1. fthi'ié]fiàjtj:fë nâIdôüitatiOn isi accurate and complete. DowethbrNet .t Y',. oocumentatlonAuthorSlgnature: ' IAbi Nabipur Colnpanr 011 Slgnatureoate 10/18/2019 Address 32tkA STE 217 M-22298 Oiy/statejZlp I EMSSa Phone: 626-449-2490 I certify the follonng of under the laws of the State of California under enaIty pejury, 1' infmattidef oh this Certificate of Compliance Is true and correct 2;:; lam igible uer [3ivision3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this CertIfiàaof Compliance (responsible designer) 3 The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of'Title 24, Part 1 and Part 6 of the California Code of Regulations 4. .• The building d5ifl features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be 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 mpleted signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides U4e ding owner at occupancy. Responsible Designer Name: JaycoCal Engineering, Inc. Responsible Designer Sigr Company: JaycoCal Engineering, Inc.. Date Signed: fO(.( c, Address: 232 N Lake Ave., Suite 217 ucense:tf' OW/Stete/Zip: Pasadena, CA 91101 Phone: 626-449-2490 P STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT 'EC-NRCC-MCH-03-E (Revised 051161 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 1 of 2) PmJeeteamm Chopra Center Coversion 0atePIPaId: 10/18/2019 A. Mechanical Ventilation and Reheat ROOM VAV Reheated Primary VAvoeadband ACTUAL DESIGN INFO (FROM EOUIPWS -rSCHEDULES.- AREA 5A515 - - OCCUPANCY BASIS BASIS MINIMUM AIr CAM - Prlman. Air CPM - 01 02 03 08 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 to B:0a 8m S U 08 z , • O Pass 0 Pass Pass Conditioned Spg 921 0.15 138 2.9 30.0 86 138 OPal OFail 0 Fail XN/A X}N/A O Pass 0 Pass Total 138 O Pass 0 Fall 0 Fail 0 Fail 13 N/A ON/A O Pass 0 Pass Conditioned SpE 1,950 0.15 293 6.1 30.0 183 293 Pass OFall OFail OFail EN/A 110 N/A o Pass 0 Pass Total 293 0 Pass 0 Fail 0 Fail 0 Fail ON/A ON/A 7A Pass O Pass 0 Pass Conditioned Sp 4,500 0.50 2,250 118.4 30.0 3,553 3,553 0 Fail 0 Fail O Fail XN/A I& N/A OPass OPsss Total 3,553 O Pass 0 Fail 0 Fall O Fall ON/A ON/A 0 Pass 0 Pass Conditioned Spa 4,112 0.50 2,056 108.2 30.0 3,246 3,246 ZPass 0 Fail 0 Fail O Fail EN/A XIN/A CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance May 2016 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC.NRCC-MCH.03-E (RevIsed 051161 CALIFORNIA ENERGY COMMISSION I CERTIFICATE OF COMPLIANCE NRCC-MCH-O Mechanical Ventilation & Reheat (Page 1 o 2) I j 1111": mJeetNa.ee Chopra Center Coversion I Date P3ed 10/18/2019 A. Mechanical Ventilation and Reheat ROOM VAV Reheated Primary VAVDeadband ACTUAL DESIGNI Rne EQUIPMENT SCHEr1J - AREA BASIS - - OCCUPANCYT1S BASIS MINIMUM Air CFM_ - !S,AIrCFM - 01 03 05 12 13 14 is 18 20 1t it ttttui It ti t Ua n.4O a 5 '8a 5 a o5 095 Sb a U U ob ab sss 8 8 a *5 5 O Pass 0 Pass Total 3.246 o Pass 0 Fail 0 Fail 0 Fall ON/A ON/A O Pass 0 Pass O Pass O Fail 0 Fail O Fail ON/A ON/A O Pass 0 Pass O Pass O Fail 0 Fail O Fail ON/A ON/A O Pass 0 Pass O Pass O Fail 0 Fail O Fail ON/A ON/A OF SS O Pass 0 Fail O Fall INA C) N/A 0 Pass O Pass 0 Fail 0 Fail ON/A 0 Pass 0 Pass O Pass O Fail 0 Fail O Fail ON/A E3 N/A CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance May 2016 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT,, CEC.NRCC.MCH.03.E (Revised 051161 CAU CERTIFICATE OF COMPLIANCE Mechanical Ventilation & Reheat : .. PmjzctName: Chopra Center Coversion 0atePepmed: ioJ18Io19 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1 I certify that this Certificate of Compliance documentation ,s accurate and complete - Decsmentatlen Author Ham: Abu Nabipur Oacumentatlm,Astho Signatwe - Company. JaycoCal Engineering 5T5natsre Date:10/18/2019 Address: 232.N. Lake Ave STE 217 CEWHEM Station Identification (If applicable): M-22298 Pasadena, CA 91101 626-449-2490 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The informafion provided on this Certificate of Compliance Is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part land Part 6 of the California Code of Regulations. The building design features or system design features Identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. i will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued r the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to ci ded with the documentation the builder provides to the building owner at occupancy. Responsible Desigeer Name: JaycoCal Engineering, Inc. Responsible DesignerSignatum: Company: JaycoCal Engineering, Inc. Date signed:, IV Address: 232 N Lake Ave., Suite 217 me Oty/Stute/Zip: Pasadena, CA 91101 Phone: 626-449-2490 -. CA Building Energy Efficiency Standards .2016 Nonresidential Compliance May 2016 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS I CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E I IRequired Acceptance Tests (Page 1 of 3) Choora Center Coversion D,to,,ed 10/18/2019 A. MECHANICAL COMPLIANCE FORMS & WORKSHEETS (indicate if worksheet is included) For detailed instructions on the use of this and all Energy Standards compliance documents, refer to the 2016 Nonresidential Manual Note: The Enforcement Agency may require all compliance documents to be incorporated onto the building plans. The NRCC.MCt1-04-E and NRCC-MECH-05-E are alternative compliance documents to NRCC-MCH-01-E, NRCC-MCH.02-E and NRCC-MCH-03-E for projects using only single zone packaged HVAC systems. YES NO Form Title NRCC-MCH.04-E (1 of 2) Certificate of Compliance. Required on plans when used. NRCC-MCH.04-E (2 of 2) Mechanical Acceptance Tests. Required on plans when used. NRCC-MCH.05-E (1 of 2) HVAC Prescriptive Requirements. It Is required on plans when used. Mechanical SWH Equipment Summary is required for all submittals with service water heating, pools or spas. It is NRCC-MCH.05-E (2 of 2) required on plans where applicable. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests (Page 2 of 3) Chopra Center Coversion I DPPd 10/18/2019 Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this compliance document will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The NRCC-MCH-04-E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed and replaced equipment. In addition a Certificate of Acceptance documents shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. The building inspector must receive the properly filled out nd signed mpliance documents before the building can receir final occupancy. Test Description MCH-02-A MCH-03-A MCH04-A MCH-05-A MCH-06-A MCH-07-A MCH-11-A MCH-12-A MCH-14-A MCH-18-A Test Performed By: Equipment Demand Automatic Distributed Energy Requiring Single Air Control Demand FDD for Energy Management Testing or fi of Outdoor Zone Distribution Economizer Ventilation Supply Shed Packaged Storage DX Control Verification Units Air Unitary Ducts Controls (DCV) Fan VAV Control DX Units AC Systems System Camer42BI 4 1 Camer42BI 7 " Camer42Bl 5 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC.NRcC.McH04.E (Revised 011101 CERTIFICATE OF COMPLIANCE Required Acceptance Tests NACC-MCH-04- Via' of 3) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT .. . :. . ..:. . •';.. 1. I certify that this Certificate of Compliance documentation is accurate and complete. . .•.•. :•: •: ..• •• DrltutlonAuthorName Abi Nabipur Documentation Author Slnatvre Coafl jaycoCal Engineering . 5jnstiireDatm 10/18/2019 : Address: 232 N. Lake Ave STE 217 . Identificagon M-22298 Of/55150J54 Pasadena, CA 91101 Phone: 626-449-2490 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information prOvIded onthis Certificate of Compliance is true and correct. I am e!lglble under DivisIon 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible 3J •Théenergy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance :confOrm to.the requirements of Title 24, Part land Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the Information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) Issuecy o the building, and made available to the enforcement agency for all applicable Inspections. I understand that a completed signed copy of this Certificate of Compliance Is required to I ci ed with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: JaycoCal Engineering, Inc. Responsible 0csInerSInatu' Company. JaycoCal Engineering, Inc. Date Signed.. , - Address: 232 N Lake Ave., Suits 217 Ucense: Otylstate/Vp: Pasadena, CA 91101 626-449-2490 CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Pagel of 2) Equipment Tag(s)1 FC/1-1.2 (1 TON) FCJ2-1 2 1 TON) FCt3-1 7 ' TOM MANDATORY MEASURES T-24 Sections Regulremen? As Scheduled' Requirement, As Scheduled` Requirement3 As Scheduled9 Heating Equipment EfficIency" 110.1 or 110.2(a) n/a n/a n/a n/a n/a n/a Cooling Equipment Efficiency' 110.1 or 110.2(a) i/a n/a n/a n/a n/a n/a Thermo stats5 110.2(b), 110.2(c) ietback Setback Setback Setback Setback Setback Furnace Standby Loss Control6 110.2(d) nm n/a n/a Low Leakae AHU 110.2(f) NIP nnp NP nnnp NP none Ventilation 120.1(b) 138 86 293 183 3.553 3.553 Demand Control Ventilation 120.1(c)4 NR No NR No NR No Occupant Sensor Ventilation Control" 120.1(0S, 120.2(e)3 Shutoff and Reset Control? 120.2(e) Reg Programmable Reg Proqrammable' Reg Programmable S Outdoor Air and Exhaust Damper Control 120.2(f) Reg Auto Reg Auto Reg Auto Automatic Demand Shed Controls 120.2(h) NR none NR none NR none Economizer FDD 120.2(i) IR No NR No NR No Duct insulation 120.4 n/a Inone I n/a I none I n/a I none PRESCRIPTIVE MEASURES __________ ________________ _________ ________ ____________ Equipment is sized in conformance with 140.4(a & b) 24,286 Btu/hr 24,000 Btu/hr 12,346 Btu/hr 48,000 Btu/hr 196,979 Btu/jl 252,000 Btu/hr 140.4 (a & b) 20,049 Btu/hr 20.000 Btu/hr 17,317 Btu/hr 44.000 Btu/hr 168,415 Btu4i 238.000 Btu/hr Economizer 140.4(e) NR No Economize NR No Economizei NR No Economizer Electric Resistance Heating'` 140.4(g) No No No No No No Duct Leakage Sealing and Testing." 140.4(1) NR No NR No NR No Notes: Provide equipment tags (e.g. AC1 orACi to 10). Multiple units of the some make and model with the some application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A' if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. katuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under 'Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and port load efficiency) enter both with the appropriate labels (e.g. COP and lEER). S. In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heat pump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. If the unit has ofurnace which is rated at .1225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for 225,000 Btuh indicate "N/A' In the left column, enter both the required ventilation value from Table 120.IA and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled, lithe space is naturally ventilated enter "N/A" in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time contra Is from the standard. In the right column identify the device that provides this functionality (e.g. EMES or programmable timeclock). Enter N/A If there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, o MCH44-A compliance document must be submitted. CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) oJ,tNam: Choora Center Coversion I Pep44d: 10/18/2019 Equipment Tag(s)1 FC/41.5 (4 TON)______ MANDATORY MEASURES uirement' As Scheduled? Requirement' As Scheduled" Requirement' As Scheduled' Heating Equipment Efficiency4 110.1 or 110.2(a)We n/a Cooling Equipment Efficiency' 110.1 or 110.2(a) n/a Thermostats5 110.2(b). 110.2(c)aCk Setback Furnace Standby Loss Control4 T-24 Sections INR 110.2(d) Low Leaka ,e AHU 110.2(f) nonn Ventilation 120.1(b) 6 Control Ventilation4 3.246 Demand 120.1(c)4 No Occupant Sensor Ventilation Control4 120.1(05, 120.2(e)3 Shutoff and Reset Control? 120.2(e) Reg Programmable Outdoor Air and Exhaust Damper Control 120.2(f) Reg Auto Automatic Demand Shed Controls 120.2(h) NR none Economizer FDD 120.2(i) NR No Duct Insulation 120.4 n/a none PRESCRIPTIVE MEASURES _____ __________ Equipment is sized in conformance with 140.4(a & b) 179,646 Btu/h 240,000 Btu/h 140.4 (a & b) 154.282 BtuTh 232.500 Btu/hr Economizer 140.4(e) NR No Economize Electric Resistance Heating'° 140.4(g) No I No Duct Leakage Sealing and Testing." 140.4(1) NR I No Notes: Provide equipment tags (e.g. ACI orACI to 10). Multiple units of the same make and model with the some application and accessories can be grouped together. Enter the following Information as appropriate: Unit Manufacturer; Unit Model Number (Including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" If no heating); and, rated cooling capacity (enter "N/A" if no coaling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard in the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and SEER). in the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heat pump with electric heat),. in the right column indicate the capabilities of the thermostat as scheduled. If the unit has ofurnace which is rated at Z225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A' in the left column, enter bath the required ventilation value from Table .120.2A and for the number of occupants times IS cfm/person. in the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "N/A" in the left column and "the space is naturally ventilated" in the right column, if the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). if either DO/ or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate 'N/A" In the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A If there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing Is required, a MCH.04-A compliance document must be submitted. CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 STATE OFcALFOR,4IA Requirements for Pãékigé Pmindn.n,n: Chopra Center 10118/2019 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT :• - / 1 I certify that this Certificate of Compliance documentation Is accurate Documentation Author Name: Abi Nabipur .;"°'°r'"°• - centsanr JaycoCal Engineering SlgnatureDate 1011812019 Address: 232 N. Lake Ave STE 217 CIonIdentlflcapptcubI: M-22298 Ow/State/Zip: Pasadena, CA 91101 Phone: 626-449-2490 - RESPONSIBLE PERSON'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 Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design Identified on this Certificate of Compliance conform to the requirements of Title 24, Part land Part 6 of the California Code of Regulations. The building design features or system design features Identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building p It(s) issued for the buildIng, and made available to the enforcement agency for all applicable Inspections. I understand that a completed signed copy of this Certificate of Compliance I r ulr d to be Includednaith the documentation the builder provides to the building owner at occupancy. Respenslble Designer Name: JaycoCal Engineering, Inc. Responsible Designer Signature: ,# company: JaycoCal Engineering, Inc. Date Signed: Lq Address: 232 N Lake Ave.. Suite 217 7t7/•j/ Jj Pasadena, CA 91101 Phone: 626-449-2490 CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2616 Il _ STATE OF CALIFORNIA FAN POWER CONSUMPTION 111 WIN - CEC-NRCC-MCH.07-E (Revised 01116) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements (Page 1 of 2) Project Name: Chopra Center Coversion Date Prepared: 10/18/2019 Constant Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS A02 x A04 x 746 / (A03a x A03b) MOTOR DRIVE FC/1-1,2 (1 TON) -Supply Fan 0.200 85.5% 97.0% 2.0 360 Variable Air Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumi ition offans §140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B02 x B04 x 746 / (1303a x B03b) MOTOR DRIVE Totals and Adjustments - FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c)of the 01 TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 360 W Building Energy Efficiency - Standards. 02 SUPPLY DESIGN AIRFLOW 800 CFM A) If filter pressure drop (SP.) is 03 TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)1 0.450 W/CFM greater than 1 inch W. C. or 245 - 04 SP. in W.0 or Pa Pascal then enter Spa on line 4. Enter Total Fan pressure drop across the fan (SPy) on line S. - 05 SPf in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 06 Fan Adjustment = 1-(SP. - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on row 7 07 - ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.450 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 I. STATE OF CALIFORNIA FAN POWERCONSUMPTION CEC-NRCC-MCH-07-E (Revised 01116) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRçc-McH-07-E Power Consumption of Fans Requirements - (Page 1 of 2) Project Name: Chopra Center Cove rsion - - Date Prepared: 1011812019 Constant Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS A02 x A04 x 746 / (A03a x A03b) MOTOR DRIVE FC/2-1,2 (2 TON) - Supply Fan 0.200 85.5% 97.0% 2.0 360 Variable Air Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WAIFS B02 x B04 x 746 / (B03a x B03b) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the 01 TOTAL FAN SYSTEM POWER (WAIFS, SUM COLUMN F) 360 W Building Energy Efficiency Standards. 02 SUPPLY DESIGN AIRFLOW 1,600 CFM A) If filter pressure drop (SP.) is 03 TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)' 0.225 W/CFM greater than 1 inch W. C. or 245 04 SPa in W.0 or Pa Pascal then enter Spa on line 4. Enter Total Fan pressure drop across the fan (SPf) on line S. - 05 SPf in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 06 Fan Adjustment = 1(SPa - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on row 7 07 1 ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.225 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.2S ~ffl VAV systems. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA FAN POWER CONSUMPTION CERTIFICATE OF COMPLIANCE Power Consumption of Fans Requirements Project Name: Chopra Center Cove rsion Date Prepared: ERGY COMMISSION NRCC-MCH-07-E (Page 1 o 2) 101181201 q Constant Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS A02 x A04 x 746 / (A03a x A03b) MOTOR DRIVE FC/3-1,7 (3 TON) - Supply Fan 0.300 85.5% 97.0% 7.0 1,889 Variable Air Volume Fan Systems NOTE: Provide one copy of this works heet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption offans §140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B02 x B04 x 746 / (B03a x 803b) MOTOR DRIVE Totals and Adjustments - FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the 01 TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 1,889 W Building Energy Efficiency - Standards. 02 SUPPLY DESIGN AIRFLOW 8,400 CFM A) If filter pressure drop (SPa) is 03 TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2)1 0.225 W/CFM greater than 1 inch W. C. or 245 - 04 SP. in W.0 or Pa Pascal then enter 5a on line 4. Enter Total Fan pressure drop across the fan (SPf ) on line 5. - 05 SP1 in W.0 or Pa B) Calculate Fan Adjustment and enter on line 6. 06 Fan Adjustment = 1-(SP. - 1)/SPf C) Calculate Adjusted Fan Power Index and enter on row 7 07 - ADJUSTED FAN POWER INDEX (Line 3 x Line 6)1 0.225 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 ) p. STATE OF CALIFORNIA FAN POWER CONSUMPTION CEC-NRCC-MCH-07-E (Revised 01116) CALIFORNIA ENERGY COMMISSION - CERTIFICATE OF COMPLIANCE NRCC-MCH-07-E Power Consumption of Fans Requirements - (Page 1 of 2) Project Name: Chopra Center Cove rsion Date Prepared: 10/18/2019 Constant Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Constant Volume Fan Systems when using the Prescriptive Approach. See Power Consumption offans 5140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS A02 x A04 x 746 / (A03a x A03b) MOTOR DRIVE FC/4-1,5 (4 TON) - Supply Fan 0.400 85.5% 97.0% 5.0 1,799 Variable Air Volume Fan Systems NOTE: Provide one copy of this worksheet for each fan system with a totalfan system horsepower greater than 25 hp of Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consum tion offans 5140.4(c). 01 02 03 04 05 FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY NUMBER OF FANS PEAK WATTS B02 x B04 x 746/ (B03a x B03b) MOTOR DRIVE Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 140.4-A in §140.4(c) of the 01 TOTAL FAN SYSTEM POWER (WATTS, SUM COLUMN F) 1 799 W Building Energy Efficiency Standards. 02 SUPPLY DESIGN AIRFLOW 8,000 CFM A) If filter pressure drop (SPa) is 03 TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row 2)1 0.225 W/CFM greater than 1 inch W. C. or 245 - 04 SP. in W.0 or Pa Pascal then enter SP, on line 4. Enter Total Fan pressure drop across the fan (SP f) on line S. - 05 SPf in W.0 or Pa B) Calculate Fan Adjustment and - enter on line 6. 06 Fan Adjustment = 1-(SP,-l)/SP, C) Calculate Adjusted Fan Power Index and enter on row 7 07 - ADJUSTED FAN POWER INDEX (Line 3 x Line 6)' 0.225 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/cfm for Constant Volume systems or 1.25 W/cfm for VAV systems. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA FAN POWER CONSUMPTION 4 CERTIFICATEOF COMPUANCE NRCC-McI1-07-E Power Consumption of Fans Requirements (Page 2 of 2) Pr*ctme: Chopra Center CoversiQn I DattPripared:10/1812019 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Abi Nabipur DUment5tloflAUthor Signature: - Ccmpany JaycoCal Engineering SiVattife Date: 10118/2019 Arese: 232 N. Lake Ave STE 217 CW HERS Ceriffivation Iditntificationapplicable): M-22298 City/State/Zip: Pasadena, CA 91101 e6264492490 RESPONSIBLE PERSON'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 Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part land Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be 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 1 completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provildigs to thqmjilding owner at occupancy. Responsible Designer Name: JaycoCal Engineering, Inc. Responsible Designer Signs Company: JaycoCal Engineering, Inc. Date SIanedfD -10-10 Address: 232 N Lake Ave., Suite 217 License: tom. Vile CIty/State/ZIp: Pasadena, CA 91101 phone: 626449-2490 In CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORDIDW DccG" QUESTIONNAIRE BPDATE I - - Business Name Business Contact Telephone # Omni Hotels & Resorts, La Costa, Carlsbad Eric Myer 760-804-7434 Project Address City State Zip Code APN# 2100 Costa Del Mar Road Carlsbad CA 92009 216123-03, 04, 05 Mailing Address . City . State Zip Code Plan File# 4001 Maple Ave., Suite 300 Dallas Texas 75219 Telephone # Project. Contact Applicant E-mail Steve Fierce sf ierce@tska.com 213-614-0900 The 'following questions represent the facility's activities, NOT the Spec!fic project description. cling the item, whether your business will use, process, or, store any the Fire Protection Agency with jurisdiction prior to plan submittal. Ocóupancy RatIng: Facility's Square Footage (including proposed project): I. Explosive or Blasting Agents r5. Organic Peroddes 9. Water Reaclives. 13. Corrosives 2 Compressed Gases 6 Oxidizers 10 Cryogenics Other Health Hazards 3 Flammable/Combustible Liquids 7 Pyrophorics 11 Highly Toxic or Toxic Materials 15 None of These 4 Flammable Solids 8 Unstable Reactives 12 Radioactives Call (858) 565-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) . I 0 II Is your business listed on the reverse side of this form? (check all that apply) 2 0 lxi Will your business dispose of HaziH661S Substances or Medical Waste in any amount? 3 0 IXI Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons 500 pounds and/or 200 cubic feet? 4 0 lxi Will your business store or handle carcinogens/reproductive toxins In any quantity' 5 0 IM Will your business use an existing or Install an underground storage tank 6. o lxi Will your business store or. handle Regulated Substances (CalARP)? 7 0 lxi Will your business use or install a Hazardous Waste Tank System (Title 22 Article 10)' 8 0 lxi 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? (califomla's Aboveground Petroleum Storage ç. If the answer to any Diego, CA 92123. caIARP Exempt Date Initials CalARP Required Date Initials CaIARP.Complete Date Initials PART Ill SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT IAPCDj Any YES* answer requires a stamp from APCD 10124 Old Grove Road San Diego, CA 92131 aocdcomosdcountv.caoov (858)15866265o). L'No stamp required if 01 Yes and Q3 Yes 12448 NOJ. The following questions, are Intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD Residences are typically exempt, except - those with more than one building on the property single buildings with more than four dwelling units;,townhomes condos mixed commercial use deliberate burns residences forming part of a larger project I Excludes garages & small outbuildings] YES NO 1. lxi 0 Will the project disturb 160 square feet or more of exiting building materials? 2 0 I] Will any load supporting structural members be moved Notificabenmay be required 10 working days prior to commencing demolition 3 EEl 0 (ANSWER ONLY IF QUESTION I or 2-IS YES) Has ansbestos surv_ey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on 'the survey results, will the project disturb any asbestos containing material? Notification may be required io working days prior to commencing asbestos removal. 00 Will the project or associated Construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet. (vpAiw.sdapcd.oraIinfäIfactsIoermits.odf)for typical equipment requiring an APCD permit. . 6 0 0 (ANSWER ONLY IF QUESTION 51S YES) Will the project or associated construction equipment be located Within 1,000 feet of a school boundary Briefly descnbe business activities Briefly describe proposed project Conference Canto! Relfiodel of exiáting"conference center I declare under penalty of perjury that to the best of my knowledge and b o made herein are true and correct Steve Fierce, Architect, TSK Architects, Inc. (_. 121 19 /2019 Name of Owner or Authorized Agent Sic 3natur—e-bf-Swrldr or AuthorIed Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:______ FOR OFFICAL USE OLY: BY: ' DATE:. EXEMPT OR No FURTHER INFORMATION REQUIRED RELEASED FOR'BUILDINO PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD' APCD COUNTY-HMD . APCD COUNTY-lIMO APCD A stamp in this box Only exempts businesses from completing or updating a Hazardous materials Iusiness lien. otner permitting requirements may suit apply. HM-9171 (08/15) . County of San Diego— DEH - Hazardous Materials DMsion (f CLIMATE ACTION PLAN City o Carlsbad 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. 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. NOTE: The following type of permits are not required to fill out this form + Patio •• Decks + PME (wlo panel upgrade) + Pool A 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. .4 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webDape and download the latest form. Application Information Project Name/Building Permit No.: BP No.: PropertyAddress/APN: J0 c-r. 2t C.t-LA 1 CA, Applicant Name/Co.: f . r-9 EWZE5 Applicant Address: / 700t2_ Contact Phone: - Contact Email: Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company. name/address: -j- £( (,(L1. 0700 Contact Email: qgj 0 hk- C-i) 1/fri IJ '31 k) -r12-r 1t tb .tJ(;Lu:'s, C4 co I 2 Applicant Signature: Date: B-50 Page 1 of 6 Revised 08/19 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 alterations and additions to existing buildings, tch Building Permit Valuation worksheet. Building Permit Valuation (BPV) Lom workshej $_!~~eq I -X.L/ Construction Type Complete Section(s) Notes: A high-rise residential building is 4 or more stories, including a LI Residential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 0 New construction 2A, 3A, 1B, 28 4A 3B, 4A 0 Additions and alterations: BPV < $60,000 N/A N/A All residential additions and alterations BPV ~! $60,000 1A 4A 4A 1-2 family dwellings and townhouses with attached garages O Electrical service panel upgrade only ' only *Multi-family dwellings only where interior finishes are removed BPV ~! $200,000 1A, 4A* IB, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Nonresidential 0 New construction Alterations: 2t $200,000 or additions 2: 1,000 square feet BPV 2:$1,000,000 2! 2,000 sq. ft. new roof addition 1B, 28, 313, 413 and 5 B, 5 1B, 2B, 5 Building alterations of 2! 75% existing gross floor area 2B, 5 1 also applies if BPV 2~ $200,000 CAP Ordinance Compliance Checklist Item Check the appropate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. I• Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. D Residential addition or alteration? $60,000 building permit valuation. See CMC section 18.30.190. Year Built Single-family Requirements Multi-family Requirements O Before 1978 Select one: O Duct sealing 0 Attic insulation 0 Cool roof 0 Attic insulation O 1978 and later Select one: O Lighting package 0 Water heating Package O Between 1978 and 1991 Select one: O Duct sealing 0 Attic insulation 0 Cool roof O 1992 and later Select one: O Lighting package 0 Water heating package Nonresidential* new construction or alterations? $200,000 building permit valuation, or additions? 1,000 square feet. 0 N/A_____________________________ Updated 8/15/2019 2 ON/A O Exception: Home energy score a 7 (attach certification) ' City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix A5, Division A5.2 - Energy Efficiency. A5.203.1.1 Choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seal doors .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) N/A_____________________________ 0.4 Daylight design PAFs 0.5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: 0.95 Energy budget 0 .90 Energy budget N/A_____________________________ A5.211.1" . On-she renewable energy $ N/A_____________________________ A5.211.3 0 Green power (if offered by local utility provider, 50% minimum renewable sources) N/A_____________________________ A5.212.1 Elevators and escalators N/A___________________________ A5.213.1 Steel framing N/A_______________________ * Includes hotels/motels and high-se residential buildings For alterations ~: $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems F1 Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (213 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (high-rise residential) or 18.30.170(B) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdct Exception 0 o 0 Total System Size: kWdc kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. Nonresidential new construction or alterations ~$1,000,000 BPV and affecting 75% existing floor area, or addition that increases roof area by ~2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: 0 Gross Floor Area (GFA) Method GFA: Mm. System Size: kWdc 0 If < 10,000s.f. Enter: 5 kWdc 0 If ~: 1O,000s.f. calculate: 15 kWdc x (GFA/10,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. 0 Time- Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:*** x.80= Mm. system size: kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction Please refer to CIVIC sections 18.30.150 and 18.30.170 when completing this section. o For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) O Heat pump water heater AND PV system .3 kWdc larger than required in CIVIC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) El Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher Solar water heating system that is.either .60 solar savings fraction or 40 s.f. solar collectors Exception: For systems serving multiple dwelling units, install a central water-heating system with all of the following: Gas or propane water heating system 0. Recirculation system per CIVIC 18.30.150(B) (high-rise residential, hotel/motel) or CIVIC 18.30.170(B) (low- rise residential) Solar water heating system that is either: .20 solar savings fraction .15 solar savings fraction, plus drain water heat recovery Exception: B. 0 Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. Water heating system derives at least 40% of its energy from one of the following (attach documentation): Solar-thermal 0 Photovoltaics 0 Recovered energy Water heating system is (choose one): Heat pump water heater Electric resistance water heater(s) DSolar water heating system with .40 solar savings fraction 0 Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 1 5. JTransportation Demand Management (TDM): Nonresidential ONLY I An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Employee ADT Estimation for Various Commercial Uses Use I !rwJi Office (all)2 20 13 Restaurant 11 11 Retai13 8 4.5 Industrial 4 . 3.5 Manufacturing 4 3 Warehousing 4 1 i Unless otherwise noted, rates eètimated from ITE Trip Generation Manual, lOthEdition 2.For all office uses, use SANDAG rate of 20 ADT/1,000 Sf to 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 1,000 sf= 8 ADT 9,334 sf- 1,000 sf= 8,334sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Acknowledgment: I acknowledge that the plans submitted may be subject to the City of Casbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. 72 Applicant Signature:_ Date: / Person other than Applicant to be contacted for TDM compliance (if applicable): Name (Printed): Phone Number: LC to(4. 0,7 Email Address: e I D 0 -4's C-0 VVI Updated 8/15/2019 . 6 " City of Carlsbad Climate Action Plan Consistency Checklist I 4EIectnc Vehicle Charging LI Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21 .140 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,""Ready" or "Installed.") *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation 2! $60,000 or include an electñcal service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation 2t $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. D Nonresidential new construction (includes hotelslmotels) 0 Exception Total Parking Spaces Proposed I 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 Updated 8/15/2019 5 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY WARMAM 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date: jo.2-2- Business Name:c+kspz 3T— Street Address: 2/00 Co -t- eL '1AY'— Email Address: _24IC... L'i.,thh. PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: o Acid Cleaning o Food Processing o Metal Powders Forming o Assembly o Glass Manufacturing o Nutritional Supplement/Vitamin o Automotive Repair o Industrial Laundry Manufacturing o Battery Manufacturing o Ink Manufacturing o Painting/Finishing o Biofuel Manufacturing o Laboratory o Paint Manufacturing o Biotech Laboratory o Machining/Milling a Personal Care Products o Bulk Chemical Storage o Membrane manufacturing Manufacturing o Car Wash (i.e. water filter membranes) o Pesticide Manufacturing! Packaging o Chemical Manufacturing o Metal Casting/Forming o Pharmaceutical Manufacturing o Chemical Purification o Metal Fabrication (including precursors) o Dental Offices o Metal Finishing o Porcelain Enameling Dental Schools Electroplating • o Power Generation Dental Clinics Electroless Plating o Print Shop o Dry Cleaning Anodizing o Research and Development o Electrical Component Coating (i.e. phosphating) o Rubber Manufacturing Manufacturing • Chemical Etching/Milling o Semiconductor Manufacturing o Fertilizer Manufacturing Printed Circuit Board o Soap/Detergent Manufacturing o Film/X-ray Processing Manufacturing o Waste Treatment/Storage New Business? Yes [] No[] SIC Code(s) if known: Date operation began/will begin:__________________ Tenant Improvement? Yes 0 NoD If yes, briefly describe improvement: Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gall day): List hazardous wastes generated (type/volume): Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes 0 Date: No 11 Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT MUM SCREENING SURVEY WAVEWAM 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Cleaning Services Carpet/Upholstery Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers: Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Residential based Businesses 9,.Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) CERTIFICATION STATEMENT I certify that the information above is true and correct to the best of my knowledge. Signature: Z'i,7A.1A Print Name: Atk-b DATE:_______ Facility Contact: ZEJ1ttZ. Title:_________________________________ ENCINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControltencinaira.côm Page 2 of 2 PERMIT REPORT r ity of Carlsbad Print Date: 12/15/2020 Permit No: PREV2020-0137 Job Address: 2100 COSTA DEL MAR RD, Permit Type: BLDG-Permit Revision Parcel #: 2165900100 Valuation: $ 0.00 Occupancy Group: R, 113, A-3 #of Dwelling Units: Bedrooms: Bathrooms: CARLSBAD, CA 92009-6823 Work Class: Commercial Pei Track #: Lot #: Project #: Plan #: Construction Type:V B Orig.Plan Check # CBC2O19 0503 Plan Check #: Status: Closed - Finaled rmit Revisi Applied: 10/05/2020 Issued: 12/14/2020 Finaled Close Out: 12/15/2020 Inspector: CRenf Final Inspection: Project Title: Description: OMNI HOTEL - CHOPRA CENTER: EXISTING STAIR AND HANDRAIL RENOVATION - NEW METAL STAIR GUARDRAIL IN PLACE OF LOW STUD WALL Contractor: DAVIS REED CONSTRUCTION INC 12250 EL CAMINO REAL, # SUITE 240 SAN DIEGO, CA 92130-2202 (858) 523-9760 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE • $35.00 MANUAL BLDG PLAN CHECK FEE • $337.50 Total Fees: $ 372:50 Total Payments To Date: $ 372.50 Balance Due: $0.00 Building Division • • • Page 1 of 1 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 crTCjY of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number CBC201 9-0503 Plan Revision Number O&V&96 - 613' Project Address 2100 Costa Del Mar Rd, Carlsbad, CA 92009 General Scope of Revision/Deferred Submittal: Existing stair and handrail renovation CONTACT INFORMATION: Name Kevin Quan Phone 2136140900 Fax Address 316 W 2nd Street, Penthouse Level city Los Angeles Zip 90012 Email Address Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: It Plans El Calculations El Soils El Energy El Other 2. Describe revisions in detail 3. List page(s) where each revision is shown Existing stair and handrail renovation. New metal stair guardrail A8.01 in place of low stud wall (see keynote 9 on A1.02) A1.02 Does this revision, in any way, alter the exterior of the project? El Yes I] No Does this revision add ANY new floor area(s)? El Yes •No Does this revision affect any fire related issues? El Yes j No Is this a comple!7 1,Aft.0 r? '—! Y • No .€SSianature L__... Date 10/2/2020 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 40-602-2719 E: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsG1 A SAFEbuiLt Company DATE: OCT. 12, 2020 0 APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0503 (REV.-1) - PREV2020-0137_ SET: I PROJECT ADDRESS: 2100 COSTA DEL MAR ROAD PROJECT NAME: CHOPRA CENTER CONVERSION & RENOVATION The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI 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. fl 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: TSK AlA,4eve Fierce) Telephone #: 213-614-0900 Date contacted: (by>) Email: sfiercetska . corn Mail Telephone Fax In Person REMARKS: Metal stair deferred submittal is under this permit. Sheets A1.02 & A8.01 are affected. Plans and supporting calculations are provided for review & approval. Original Scope: Six of existing treatment rooms are converted into hospitality suites and part of interior space is converted into new meeting rooms on two levels. By: ALl SADRE, S.E. Enclosures: EsGil 10/06 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 r Repetitive Fee Repeats F * Based on hourly rate Comments: r' Other 17_Hourly EsGil Fee F I 21Hrs.@* $135.00I I $270.001 CARLSBAD CBC2019-0503 (REV.-1) - PREV2020-0137 OCT. 129 2020 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0503 (REV.-1) - PREV2020-0137 PREPARED BY: ALl SADRE, S.E. DATE: OCT. 12, 2020 BUILDING ADDRESS: 2100 COSTA DEL MAR ROAD BUILDING OCCUPANCY: B/R1/A3; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) METAL STAIR DEFERRED ITEM Air Conditioning Fire Sprinklers TOTAL VALUE ________ _________ __________ Jurisdiction Code 1CB Jay Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review: Complete Review I- Structural Only 700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES,CA 90017 213.310.8566 kpft.com Omni Hotel Stair Renovation Calculations KPFF JOB # 1900828 PREV2020-0137 August Ict 31 2020 2100 COSTA DEL MAR RD OMNI HOTEL - CHOPRA CENTER: EXISTING STAIR AND HANDRAIL RENOVATION - NEW METAL STAIR GUARDRAIL IN PLACE OF LOW STUD WALL 2165900100 CBC201 9-0503 10/5/2020 PREV2020-0137 HSS NEWEL POSTS CHECK I Project Title: Engineer: Project ID: Project Descr: Steel Column Software coovifahi ENERCALC. INC. 1983-2020. WWI 2.20.8.17 DESCRIPTION: HSS NEWEL POSTS Code References Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-16 General Information Steel Section Name: HSS 1-112x1-1!2x118 Overall Column Height 3.5 ft Analysis Method: Load Resistance Factor lop & Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade , A501, Fy = 36 ksi, Carbon Steel Brace condition for deflection (buckling) along columns: Fy: Steel Yield 36.0 ksi X-X (width) axis: E: Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT V-V Axis 3.5 ft, K = 2.1 V-V (depth) axis: Unbraced Length for buckling ABOUT X-X Axis = 10 ft. K = 2.1 Applied Loads Service loads entered. Load Factors will be applied for calculation Column self weight included : 7.70 lbs * Dead Load Factor BENDING LOADS... Lat. Point Load at 3.50 ft creating Mx-x,L0.20k <- 200 lb handrail load per ASCE 7-10 Ch 4 DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.8624 : I Maximum Load Reactions.. Load Combination +1 .20D+L lop 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... lop along V-V 0.20 k Pu 0.009240 k Bottom along V-V 0.20 k 0.9Pn 0.1980 k Mu-x -0.70 kft Maximum Load Deflections... 0.9 * Mn-x: 0.8343 k-ft AlongV-V 0.9014 in at 3.50ft above base Mu-y 0.0 k-ft for load combination :+D+L 0.9 * Mn-y: 0.8343 k-ft Along X-X 0.0 in at 0.0ft above base for load combination: PASS Maximum Shear Stress Ratio = 0.04619 :1 Load Combination i-I .20D+L Location of max.above base 0.0 ft At maximum location values are... Vu: Applied 0.20 k Vn Phi: Allowable 4.330 k Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLxIRx KyLy/Ry Stress Ratio Status Location +I.40D 0.054 PASS 0.00 ft 1.67 1.00 158.63 453.24 0.000 PASS 0.00 ft +1.200+L 0.862 PASS 0.00 ft 1.67 1.00 158.63 453.24 0.046 PASS 0.00 ft +1.200 0.047 PASS 0.00 ft 1.67 1.00 158.63 453.24 0.000 PASS 0.00 ft +0.900 0.035 PASS 0.00 ft 1.67 1.00 158.63 453.24 0.000 PASS 0.00 ft Maximum Reactions Note: Only non-zero reactions are listec Axial Reaction X-X Axis Reaction It V-V Axis Reaction Mx - End Moments k-ft My - End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ lop D Only 0.008 0.200 +D+L 0.008 0.200 0.200 -0.700 +D+0.750L 0.008 0.150 0.200 -0.525 +0.60D 0.005 0.200 L Only 0.200 0.200 -0.700 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 0.008 0.200 Minimum 0.200 0.200 -0.700 Project Title: Engineer: Project ID: Project Descr: nw; aidir rianuraut rcenuvduun.e10 Steel Column Software coovuiaht ENERCALC. INC. 1983-2020. 8ui1d:12.20.8.17 DESCRIPTION: --None-- 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 @ lop @ Base @ lop Reaction, X-X Axis Base Maximum 0.008 0.200 Minimum 0.008 0.200 Reaction, V-Y Axis Base Maximum 0.008 0.200 0.200 -0.700 Minimum 0.008 0.200 Reaction, X-X Axis Top Maximum 0.008 0.200 Minimum 0.008 0.200 Reaction, V-V Axis Top Maximum 0.008 0.200 Minimum 0.200 0.200 -0.700 Moment, X-X Axis Base Maximum 0.008 0.200 Minimum 0.008 -0.700 0.200 0.200 -0.700 Moment, V-V Axis Base Maximum 0.008 0.200 -0.700 Minimum 0.008 0.200 -0.700 Moment, X-X Axis Top Maximum 0.008 0.200 0 Minimum 0.008 0.200 Moment, Y-Y Axis Top Maximum 0.008 0.200 O Minimum 0.008 0.200 Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. V-V Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L 0.0000 in 0.000 ft 0.901 in 3.500 ft +D+0.750L 0.0000 in 0.000 ft 0.676 in 3.500 ft +0.600 ( 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.892 in 3.477 It Steel Section Properties : HSS 1-1!2x1-1!2x1!8 Depth = 1.500 in lxx 0.19 in J = 0.238 inA4 Design Thick 0.116 in Sxx = 0.25 inA3 Cw 0.38 inA6 Width = 1.500 in R xx = 0.556 in Wall Thick = 0.625 in Zx 0.309 mnA3 Area = 0.180 inA2 I yy = 0.188 inA4 C 0.380 jA3 Weight 2.200 pIt S yy 0.251 inA3 Ryy 0.556 in Zy 0.309 inA3 Vcg - = 0.000 in Column Properties Steel Section: Depth 1.50 in Width 1.50 in Flange Thickness 0.1250 in Web Thickness in Plate Dimensions N : Length 5.625 in B: Width 5.625 in Thickness 0.3125 in Column assumed welded to base plate. Area 0.610 inA2 lxx inA4 Iyy inA4 Support Dimensions Width along X 5.625 in Length along 7' 12 in 5-/8 I 11 0I Project Title: NEWEL POST BASE PL CHECK I Engineer: Project ID: Project Descr: rue: awir rwnaraii rcenovaiion.eco i [Steel Base Plate Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 I ITiWEiIti1.l*PLu KPFF DESCRIPTION: Newel Post Base Plate Code References Calculations per AISC Design Guide # 1, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-16 General Information Material Properties AISC Design Method Load Resistance Factor Design Steel Plate Fy = 36 ksi Concrete Support f'c 0.90 ksi Assumed Bearing Area :Full Bearing Column & Plate cD c : LRFD Resistance Factor Nominal Bearing Fp per J8 0.650 07650 ksi Applied Loads P-V V.Z M-X Dead Load k k k-ft L: Live k 0.1250k 0.4380k-ft Lr: Roof Live k k k-ft S: Snow k k k-ft W: Wind k k k-ft Earthquake k k k-ft H : Lateral Earth k k k-ft P " = Gravity load, sign is downward. "+ Moments create higher soil pressure at +Z edge. "+ Shears push plate towards +Z edge. Anchor Bolts Anchor Bolt or Rod Description 1I2 Lag Screws Max of Tension or Pullout Capacity k Shear Capacity k Edge distance : bolt to plate 0.750 in Number of Bolts in each Row 2 Number of Bolt Rows........................ +±$ F MX +Z I dg. Project Title: Engineer: Project ID: Project Descr: Steel Base Plate Software coDvriaht ENERCALC. INC. 1983-2020. Build:12.20.8.17 DESCRIPTION: Newel Post Base Plate GOVERNING DESIGN LOAD CASE SUMMARY Mu: Max. Moment 0.595 k-in Plate Design Summary Ib: Max. Bending Stress 24.364 ksi Design Method Load Resistance Factor Design Fb : Allowable: 32.400 ksi Governing Load Combination i-I .20D+O.5OLr+1.60L+1 .60H Fy'Phi Governing Load Case Type Axial + Moment, L12 < Eccentricity, Tension on Bending Stress Ratio 0.752 Governing STRESS RATIO 1.0 Bending Stress OK Design Plate Size 5-518 x 5-518 x 0 -5116" fu : Max. Plate Bearing Stress 0.497 ksi Pu : Axial 0.000 k Fp : Allowable: 0.497 ksi Mu: Moment 0.000 k-ft Bearing Stress Ratio 1.000 Bearing Stress OK Load Comb.: +1.40D+1.60H Axial Load Only, No Moment Loading Bearing Stresses Pu : Axial 0.000 k Fp : Allowable 0.497 ksi Design Plate Height 5.625 in fu : Max. Bearing Pressure 0.000 ksi Design Plate Width 5.625 in Stress Ratio 0.000 Will be different from entry partial bearing used. Plate Bending Stresses Al : Plate Area 31.641 inA2 Mmax = Fu * LA2 /2 0.000 k-in A2: Support Area 31.641 inA2 lb : Actual 0.000 ksi sqrt( A2/AI) 1.000 Fb : Allowable 32.400 ksi Stress Ratio 0.000 Distance for Moment Calculation a m a 2.100 in 2.100 in X 0.000 inA2 Lambda 0.000 n . 0.000 in Lambda 0.000 in L = max(m, n, n) 2.100 in Load Comb.: +1.20D+0.5OLr+1.60L+1 .60H Axial Load + Moment, Ecc. > L/2 Calculate elate moment from bolt tension 0.000 k Tension per Bolt.......................... 0.701 k-ft Tension: Allowable.................... 84096.000 in Stress Ratio.................... 31.641 in A2 31.641 in*2 Dist. from Bolt to Col. Edge ............. Effective Bolt Width for Bending..... 1.000 Plate Moment from Bolt Tension ....... 2.213 in Bearing Stresses 1.360 in Fp : Allowable ............................... 0.050 k-in fu : Max. Bearing Pressure StressRatio.................... Plate Bending Stresses Mmax.......................................... lb : Actual ................................ Fb : Allowable ................................ Stress Ratio.................... Loading Pu: Axial ......... Mu: Moment........ Eccentricity........................ Al : Plate Area ......... A2 : Support Area ..................... sqit(A2/A1) Calculate plate moment from bearing... max(rn, n) Bearing Length Mpl : Plate Moment 0.951 k 0.000k 0.000 1.350 in 5.400 in 0.475 k-in 0.497 ksi (set equal to Fp) 1.000 0.595 k-in 24.364 ksi 32.400 ksi 0.752 lqpff Consulting Engineers 700 S Flower St, Suite 2100 Los Angeles, CA 90017 (213) 418-0201 Project OMNI HOTEL location CARLSBAD, CA client by JL date job no. sheet no. CHECK HANDRAIL CONNECTIONS: Checking Lag Screws: 11.1ew := 4 in M:=200 1bf.3.5 ft0.7 kipft 1:=5.625 in-0.75 in=4.875 in T:=—=(1.723.10) lbf T:==861.538 lbf ltip :=(0.5_) in0.313 in 16 :=lscrew - 1tip = 3.688 in Wiag367 lbf in T&iow:= Pt, Wiag= (1.353. iOu) Of Screws are 1/2" 0 x 4" Moment arm Tension force per lag screw; 2 screws resisting tension force Length of tapered tip for lag screw per NDS Table L2 Length of thread penetration' shall not include ttip per NDS 12.2.1.1 Per NDS Table 12.2A T DCR:= = 0.637 Tallow Checking Nails: Nails to each side of 4x blocking below newel post (Ref SSK1 2.4) V:=-j-=7L795 Wf (12) lOd sinker nails on each side of the blocking t3:= 1.5 in 2x4 stud side member V&i:=80lbf Single Shear Design Value Per NDS Table 12N DCR:= vu =0.897 Vaiiow Analysis Method: Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height 10.667 ft (Used for non-slender calculations) Wood Species Douglas Fir-Larch Wood Grade No.2 Fb+ 900.0 psi Fv 180.0 psi Fb- 900.0 psi Ft 575.0 psi Fc - Prll 1,350.0 psi Density 31.210 pd Fc - Perp 625.0 psi Modulus of Elasticity... x-x Bending y-y Bending Basic 1,600.0 1,600.0 Minimum 580.0 580.0 Loads Project Title: I (E) 2•x4 STUD WALL UNDER NEWEL POSTS Engineer: I Project ID: Project Descr: Wood Column rile: owir Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 I Lic. KPFF DESCRIPTION: (E) 2x4 Stud Wall Supporting Stringers Code References Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: IBC 2018 General Information Wood Section Name 2x4 Wood Grading/Manuf. Graded Lumber Wood Member Type Sawn Exact Width 1.50 in Allow Stress Modification Factors Exact Depth 3.50 in Cf or Cv for Bending 1.50 Area 5.250 inA2 Cf or Cv for Compression 1.150 Ix 5.359 inA4 Cf or Cv for Tension 1.50 ly 0.9844 inA4 Cm : Wet Use Factor 1.0 Ct: Temperature Factor 1.0 Cfu : Flat Use Factor 1.0 Axial Kf: Built-up columns 1.0 NDS 15.32 1,600.0 ksi Use Cr: Repetitive? No Brace condition for deflection (buckling) along columns: X-X (width) axis: Unbraced Length for buckling ABOUT V-V Axis = 4 It K: 1.0 Y-Y (depth) axis: Unbraced Length for buckling ABOUT X-X Axis = 10.667 ft, K: Service loads entered. Load Factors Will be applied for calculations. Column self weight included: 12.138 lbs * Dead Load Factor D = 15 PSF x 16712" = 20 PSF AXIAL LOADS Axial Load at 10.667 ft, D = 0.020, L 0.1330k L = 100 PSF X 16"/12" = 133 PSF Axial Load at 10.667 ft, L = 0.860 k E_- Compressive force from handrail overturning DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio 0.5783 :1 Load Combination +D+L Governing NDS Forumla Comp Only, fc/Fc' Location of max.above base 0.0 ft At maximum location values are... Applied Axial 1.025k Applied Mx 0.0 k-ft Applied My 0.0 k-ft Fc: Allowable 337.670 psi PASS Maximum Shear Stress Ratio = 0.0:1 Load combination +0.600 Location of max.above base 10.667 ft Applied Design Shear 0.0 psi Allowable Shear 288.0 psi Load Combination Results Maximum SERVICE Lateral Load Reactions.. Top along V-V 0.0 k Bottom along V-V 0.0 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Lateral Deflections Along V-V 0.0 in at 0.0 ft above base for load combination: n/a Along X-X 0.0 in at 0.0 ft above base for load combination: n/a Other Factors used to calculate allowable stresses... Bending Compression Tension Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination C o C p Stress Ratio Status Location Stress Ratio Status Location DOnly 0.900 0.240 0.01826 PASS 0.0 ft 0.0 PASS 10.667 ft +D+L 1.000 0.218 0.5783 PASS 0.oft 0.0 PASS 10.667 ft +D+0.750L 1.250 0.176 0.4329 PASS 0.oft 0.0 PASS 10.667 ft +0.600 . 1.600 0.139 0.01064 PASS 0.0 ft 0.0 PASS 10.667 ft Maximum Reactions Note: Only non-zero reactions areIisted. X-X Axis Reaction It V-V Axis Reaction Axial Reaction My - End Moments k-ft Mx - End Moments Load Combination @ Base @ lop @ Base @ Top @ Base @ Base @ Top @ Base @ Top O Only 0.032 +D+L 1.025 Project Title: Engineer: Project ID: Project Descr: Wood Column Software copyright ENERCAIC, INC. 1983-2020, Build:12.20.8.17 DESCRIPTION: (E) 2x4 Stud Wall Supporting Stringers Maximum Reactions Note: Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My - End Moments k-ft Mx - End Moments Load Combination @ Base @ Top @ Base @ Top © Base © Base @ Top © Base @ lOP +D+0.750L 0.777 +0.60D 0.019 L Only 0.993 Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+L 0.0000 in 0.000 ft 0.0000 in 0.000 ft +D+0.750L 0.0000 in 0.000 ft 0.0000 in 0.000 ft +0.60D 0.0000 in 0.000 ft 0.0000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.0000 in 0.000 ft Sketches - +x alDk WIW 1.50 in (N) 2x4 BLOCKING AS REO'D PER SSK1 2.3 SIM (N) FLOORING PER ARCH NOTCH (E) 3/4" SUBFLOOR AT BASE PL (2) (N) SIMPSON EA SIDE (E) FLOOR JOIS1 PER AS-BUILTS (N) 1 1/2" SO POST BASE PL 3/8"x5 1/2' SO (N) 3x12 BLOCKING (E) WALL STUDS BELOW ri ___ project OMNI HOTEL by JL 1-IJIf Consulting Engineers location CARLSBAD, CA date 700 S Flower St, Suite 2100 Los Angeles, CA 90017 client job no. (213)418-0201 sheet no. Check A34 Clips at Upper Level Ref: SSK12.5 From lag screw calc, Tu = 861 per lag screw For force on (N) 3x1 2 blocking, Provide (2) A34 clips top and bottom of blocking to (E) framing joist w/ (8) #9 x 11/2 SD for added capacity. Allowable force = 640 lbs x 2 = 1280 lbs > 861 lbs OK Retrofitted Middle Stringer Check Ref SSK12.6 Project Title: Engineer: Project ID: Project Descr: Wood Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 DESCRIPTION: Middle Stringer Retrofitted CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb + 900.0 psi E: Modulus of Elasticity Load Combination ASCE 7-16 Fb - 900.0 psi Ebend- xx 1,600.0ksi Fc - Pill 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(O.03) L(0.2) 3-2x6 15 PSF x 2' Trib (E) 2x1 2 Notched to Span =8.250ft 2x6 affective + (1) 100 PSF x 2' Trib 2x6 ea side Applied Loads 14 V,Service loads entered. Load Factors will be applied for calculations. Uniform Load: 0 = 0.030, L = 0.20, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.885 1 Maximum Shear Stress Ratio = 0.284: 1 Section used for this span 3-2x6 Section used for this span 3-2x6 fb: Actual = 1,035.00Dsi N: Actual = 51.20 psi Fb: Allowable = 1,170.00Dsi Fv: Allowable = 180.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span 4.125ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.210 in Ratio = 471 >=360 Max Upward Transient Deflection . 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.242 in Ratio = 409 >=240 Max Upward Total Deflection 0.000 in Ratio = 0<240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t CL M fo Fb V fV Fv D Only Length = 8.250 ft 1 0.128 0.041 0.90 1.300 +D+L 1.300 Length = 8.250 It 1 0.885 0.284 1.00 1.300 +D+0.750L 1.300 Length =8.250ft 1 0.554 0.178 1.25 1.300 +0.60D 1.300 Length = 8.250 ft 1 0.043 0.014 1.60 1.300 Overall Maximum Deflections 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.26 135.00 1053.00 0.11 6.68 162.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.96 1,035.00 1170.00 0.84 51.20 180.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.53 810.00 1462.50 0.66 40.07 225.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.15 81.00 1872.00 0.07 4.01 288.00 Load Combination Span Max. "-" Dell Location in Span Load Combination Max. 0+0 Dell Location in Span +D+L 1 0.2416 4.155 0.0000 0.000 Project Title: Engineer: Project ID: Project Descr: Wood Beam Software copyright ENERCALC. INC. 1983-2020, Build:12.20.8.17 DESCRIPTION: Middle Stringer Retrofitted Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.949 0.949 Overall MINimum 0.825 0.825 D Only 0.124 0.124 +D+L 0.949 0.949 +D+0.750L 0.743 0.743 +0.60D 0.074 0.074 L Only 0.825 0.825 Check Shear Flow Connecting (N) 2x6 to (E) 2x1 2 = 4.5 x 5.5"3 /12 = 62.3 inA4 V= 949 lbs max shear Q=Ay' A = 2.75" x 1.5" = 4.125 inA2 y'=1.5" t = VQ/l = 949 x4.125x 1.5/62.3 = 94 lbs 1 Od Nail per NDS Tbl 11 N = 115 lbs > 94 lbs OK Simpson A34 clip at headers of new retrofitted middle stringer: F.:—, 0.949 kip = 316.333 lbf - . One clip on either side of the stringer; connection for existing hanger conx =395 lbf FU DCR:=_ =0.801 F0 - 1qPff Consulting Engineers 700 S Flower St, Suite 2100 Los Angeles, CA 90017 (213) 418-0201 Project OMNI HOTEL location CARLSBAD, CA client by JL date job no. sheet no. Handrail Connection Check (N) 3x8 BLOCKING (3) lOd NAILS INTO BLOCKING EA SIDE 1 1/2° SO HANDRAIL (E) WALL STUDS - 1° MIN, TYP 2 MIN SO HANDRAIL BASE PL PER MFR (2)1/40 LAG SCREW W/2 1/2" MIN PENETRATION P = 200 lbs out of plane Moment Arm = 2 1/2" M = 200 lbs x 2.5" = 500 lbs-in Base plate = 2" SQ WI (2) screws I = 500 lb-in / 1" / (2) screws = 250 lbs from moment T = 200 lbs direct tension /(2) screws = 100 lbs T_tot = 350 lbs 1—allow = 218 lbs x 2" penetration = 436 lbs per NDS Tbl 12.2.A > 350 lbs OK Check Screws to Blocking: V = 500 lb-in 1(2) sides /6" moment arm = 42 lbs from moment V = 200 lb / (6) screws = 33 lbs from direct tension V_tot = 75 lbs V_allow = 115 lbs per NDS Tbl 11 N >75 lbs OK 1q)ff Consulting Engineers 700 S Flower St, Suite 2100 Los Angeles, CA 90017 (213) 418-0201 project OMNI HOTEL location CARLSBAD, CA client by JL date job no.. sheet no. Handrail Connection Check 1/2" MAX WALL OR NEWEL POST P = 200 lbs out of plane Moment Arm = 2 1/2" M = 200 lbs x 2.5" = 500 lbs-in fh,1 =P/L=O.2k/(2x1.25")=0.08k/" fh,2= Mc/l = dA3/1 2 = 2 x 1.25 A 3 / 12 = 0.326 in"3 c= 1.25/2=0.625 in M = 0.5 k-in fh,2 = 0.96 k!" fh = 0.96 k/" + 0.08 k/" = 1.04 k/" cDRn = 1.392x D(l6ths) Dreq'd = 0.75 (16ths) weld thickness, USE 1/8" FILLET WELD MIN OK .w. . . . balance arerica Inc MAIN OFFICE: 1185 Linda Vista Drive, Suite B San Marcos, CA 92078 . . PHONE (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 CERTIFIED TEST, ADJUST AND. BALANCE REPORT DATE: 1.2/7/2020 PROJECT: Omni Hotels & Resorts Chopra Center . ADDRESS: 2100 Costa Del Mar Road Carlsbad, California 92009 ARCHITECT: TSK 316 West 2nd Street, Penthouse Los Angeles, California 90012 ENGINEER: iaycoCal Engineering, 232 North Lake Avenue, Suite 217 Pasadena, California 91 101 . HVAC CONTRACTOR: Countywide Mechanical Systems, Inc.. . 1400 North Johnson Avenue, Suite 110 _____ FA El Ca*on, California 92020 TAB CONTRACTOR ADDRESS: 1185 Linda Vista Suite B San Marcos, California 0078 JOB NUMBER: . 3173 . . • ,.. ettitld G° 7 balance ameriI.ca inc www.balanceamericainc.com TABLE OF CONTENTS Project Title Sheet Table of Contents Certified TABB Contractor Certificate Certificate of TABB Quality Assurance Certified TABB Contractor Certificate - Balance America, Inc. Certified TABB Supervisor Certificate Certified TABB Technician Certificate Instrument Calibration Certificates PG. 1 . - FC-3-1 Supply Fan Test. PG. 2 - FC-3-1 Air Inlets/Outlets PG. 3 - FC-3-2 Supply Fan Test PG. 4 - FC-3-2 Air Inlets/Outlets PG. 5 - FC-3-3 Supply Fan Test PG. 6 - FC-3-3 Air Inlets/Outlets PG. 7 - FC-3-4 Supply Fan Test PG. 8 - FC-3-4 Air Inlets/Outlets PG. 9 - FC-3-5 Supply Fan Test PG. 10 - FC-3-5 Air Inlets/Outlets PG. 11 - FC-3-6 Supply Fan Test PG. 12 - FC-3-6 Air Inlets/Outlets PG. 13 - FC-3-7 Supply Fan Test PG. 14 - FC-3-7 Air Inlets/Outlets PG. 15 - .FC-4-1 Supply Fan Test PG. 16 .- FC-4-1 Air Inlets/Outlets PG. 17 - FC-4-2 Supply Fan Test PG. 18 - FC-4-2 Air Inlets/Outlets PG. 19 - FC-4-3 Supply Fan Test PG. 20 - FC-4-3 Air Inlets/Outlets PG. 21 - FC-4-4 Supply Fan Test PG. 22 - FC-4-4 Air Inlets/Outlets . . . PG. 23 - FC-4-5 Supply Fan Test •. PG. 24 - FC-4-5 Air Inlets/Outlets PG. 25 .- Chilled Water Temperatures PG. 26 - Heating Hot Water Temperatures TAB Drawings 3173 Omni Hotels and Resorts Chopra Center o V? 4 ..* •fr '.•' •?r qp - Report Certification No. 0005439 I,.. Certified TABB Contractor Certificate i ..i N3DA1EAU Th!PnOFE5$WIiLcHWE This Certifies that Omni Hotels & Resorts Chopra Center was balanced in accordance with SMACNA's TAB Procedural Guide. . aa Supervisor. Krikor Babayan TABB# BB206001S Cçntraçtors Represntative. L I TB069421.1C . . . Technician: Krikor Babayan TABB# BB899835T 1;9fltrCt0F' ID —'.. 4. •IP I.• . . 17 V 71 TESTING, ADJU$TRJQ AND IAIANCING BUREAU "THE PROFESSiONAL'S cuocr TfB 22i1 4 •: . 4 Of- 'ar •- I Certificate of TABB Quality Assurance Certiflcate Date: 11/13/2020 This certifies that the contractor i as of the Certificate Date a TABB Certified Contractor. Confirmation ofTABI3 certification as of any other date may be obtained by calling the TABB Director of Certification at 703 299 5646, or by cheking at www tabbcertitied org If alter going through the TABS Certified customer ..satisfaction procedure, the customer remains dissatisfied with the Contractor's testing, adjusting and balancing work, or report, the customer may make a complaint to TABB in accordance with the TABB Quality Assurance Program (the 'Program'). All terms and conditions of, and limitations in, the.Prograrn arestated in Section 5 of the TABB Certification Manual,.availabie at www.tabbcertificd.org; or. be calling the TABB Director of Certification at 703.2993646. if a complaint made pursuant to the Program is not reso1ved by ajóbsite visit ancFagreement, the customer may pursue the complaint with TABB or opt for other rights or remediOs. ifa complaint is pursued within TABS and TABB finds no fault with the work, that will be final. if TABS finds fault with the work, the Contractor is bound to respect that Decision. TABS may direct the Contractor to perform remedial work without charge. If the Contractor refuses, TABS may require the Contractor to pay for another TABB Certified Contractor to do so. TABB will determine what it will do in lfghtof the Circumstances. Limitations on complaints that TABS will consider and on TABB!s Program responsibility or liability, tire stated in the CertificationManual, identified above. The customer is encouraged to review the entire Quality Assurance Program, the terms of which govern overthis Certificate. John }lamiIton Chief Operations Officer 8MB!? MUTAI. I AIR I RAIL I TRANSPORYATIO "J%W. — — IF INTERNATIONAL TESTING, ADJUSTING AND BALANCING BUREAU CERTIFICATION BOARD THE PROFESSIONALS CHOICE' This certifies that BafitnceAmena4 Inc. Ilascompteteitlie requirements of certification as a Testing, II. cijusting anicBa(ancing Contractor on W - 5*' 17~v 'r ICB Labor -, Marcfi 25, 2019 j.en1 e1 '4 ft + çutbIis/,00, p t 1983 s \ Jr ) of Co J'5~ . 4r~ NEMIC Management Co-Chairman ICB Management Co-Chairman qtRO6c4211 fMarcli 31. 2021 Certification No. Expiration Date qP I-, Labor Co-Chairman AAA Management Co-Chairman Administrator of ICB/TABB TESTING, INTERNATIO ABOARDiTHE ADJUSTING AND BALANCING BUREAU CERTIFICATION PROFESSIONAL'S CHOICE" #0728 ISO/IEC 17024 Personnel Certification Program tt°aC Certfjcttj o7z Sheet Me tat ancUtIr ConcCitIonIna Indüstrii 'This cert ifies that Krikpr cBabavan J-(as successfu'tfy comp etecithe requirements ft(VZI(BcB Supervisor BcB206001S Certification # Renewed Fe6ruaiy 5, 2019 Valid Date fMarcli 31, 2021 Expiration Date Valid during qualified employment am D. INTERNATIONAL TES? THE ING AND BALANCING BUREAU CERTIFICATION BOARD FESSIONAL'S CHOICE" #0728 ISO/IEC 17024 Personnel Certification Program to-,naC cut Cert y icatjo, 0. Sheet NetatandAir. ConcCit Ion Ing Indüs try 'This certifies that K-vfe)4 jacobsmeier J-(as succesu((y comp(eteithe requirementsfor 'V4cBcB Technician BcB1172459T Certification # Renewed 0cto6er21, 2019 Valid Date October 21, 2019 Labor Co-Chairman Management Co-Chairman (December 31, 2021 Expiration Date Administrator of ICB/TABB Valid during qualified employment te)I ALNOR CERTIFICATE OF CALIBRATION 'JSl Incorporated. Alnor Products, 500 Cardigan Road, Shoreview, MN 55126 USA TEL:1-800-874-2811 1-651490-2811 I: 1-651-490-3824 www.alnor.com ENVIRONMENT CONDITION TEMPERATURE 75.5 O F RELATIVE HUMIDITY 45.0 % RH BAROMETRIC PRESSURE 28.97 inlIg MODEL EBT10 Micromanometer I E8T731 SERIAL No. EBT732039014 CALIBRATION STANDARDS USED 8 As LEFT CM IN TOLERANCE Maiiurncter Calibration Bench I - 0 As FOUND 0 Our OF TOLERANCE Ctit ItRATION O,vr, TESTING POINTS IMRoIIrRIc PRESSURE MEASIJKEI) i lu.IIg DlvFEKc'rIAL I'KESSISKE 1istr14in i in.ilzO CALIBRATION STANDARD INSTRUMENT OUTPUT ALLOWABLE RANOF CALIBRATION STANDARD INSTRUMENT OUTPUT ALLOWABLE I 19.66 19.63 19.21- 20.05 00916 0.0914 0.0891 -0.0935 2 28.91 28.91 28.34-29.48 0.500 0.500 0.490 -0,510 3 35.62 35.62 34.91 -38.33 3.01 3.01 2.95-3.07 4 • - - 12.1 12,1 11.9-12.3 5 - - 14.6 14.6 14.3-14.9 TESTING PoIIS TEMPERtTLIRE MEASURED IN OF' CALIBRATION STANDARD NSTR IUMENT OUTPUT ALLOWAULE RANGE 5.0 5.0 4.5-5.5 2 77.0 77.0 76.5-77.5 3 1 158.0 157.9 157.5- 158.5 lndscarur out of tolerance condition 'Circuit poalion of temperature nieasure'nci.1 only, not including probe TSI incorporated does hereby certify that the above described instrument conforms to the or1q1mi1 manufacturer's specifications (not applicable to As Pound data) and has been calibrated using standards whose accuracies are traceable to the A'uiiosial Institute of Standards and Technology within the limitations ofNIST's calibraijo,, services or have been derivetlfrons accepted values of natural ph.rsicol constants or have been derived by the ratio type ofself calibration techniques. Thefollowing ratios express the expanded uncertainty at a confidence level of 95% (i.e.with a coveragefactor A' =2) of the cahibruliota facilities wills respect to the isistrutnen: being calibrated.- for barometric pressure a 6.7: I;far thfferenlial pressure a 3:l;for temperature 1.16:1. TSI is registered to ISO-9001:2015, Quality Assurance Requirements. This report mm' not be reproduced, except lisfull, uuialest permission for the publication of art approved abstract is obtained its writi,:g froiss the calibration organization issuing this report. Measurement Vtiriahle Strn ti) Niuiiuc'i iJ:ae L;.g Caliblzaleml czut:hnittin I2jJ~e DC Voltage £002798 08-16-I9 02-28-21 DC Voltage £002797 08-16-19 02-28-21 Pressure £002124 09-11-20 09-30-21 Pressure £002447 03-20-20 05-31-21 Calibration procedure used: 10000022097 Sep. 23, 2020 Cahy 0 Calibration Date 1083501A ' I ALNOR' CERTIFICATE OF CALIBRATION *I .S1 I ncorpur;ilcd. .tliuir I' iaIiiti. 51111 C 'ardiga ii Road. Sluires ian. MN 55I20 USA 'Iu.:I-800.874-29I I 1451-4011-2811 I\t 1-651-4911-3824 wwn.aliwr.cum ENVIRONMENT CONDITION TEMPERATURE 73.7 ö F RU.xrivE I IUMIOITY 45.0 % RH FMRO'•urKlr VRIS.SURC 28.') mug MODEl. EBVM Balometere I EBT73I SI:1u41.No. EB1732039014 CAI.rnRArIoN S1ANDAR0 I.ISII, 0 Ak I I II I@ K •r(n FK\(I Capture hood Calit,ralioii S5 stem 2 OM FUUND 0 Oum t* IbLLKA\cI Cu .1 Rht%t'ION DATA Tolerance: I (3? of reading, + 7.0 tfrs) Iui is Si i'ii. U 1 04. w Kl)) Is ft/IRiiI RI II K\ UJ %Ii SIi(II) IN f13/raiin CAI iIsRXriO 517AMMRl3 ISiKUMIJ Oljii'iii Afl?hvAUI r• I(i5.GL Ci.inRxiiO SiAMMRI) IaS1K(IMtI Oi;rrui ALIO'Ailt 1 RA(,I 1898 1912 1835-1961 1898 1890 1835-1961 2 1504 1513 1452-1556 1498 1497 1447-1549 3 1199 1202 1157-1241 1200 1208 1157-1243 4 901 905 867-935 899 907 866-932 5 599 603 575-623 598 604 574-622 6 300 298 284-315 300 302 284-316 7 99 98 90-108 99 105 90-108 * Indicates out of tolerance condition iS! Inearporared dais hereby certify Sisal Site isbuvi' described iiislris?iielst conforms to the UriL'iil(ll siitinufUclureic speeUicaliaii% (lift applicable to 45 Found thaW) isis.! has been calibrated imin!, xiant!or.k wiwse accur.srks are irticaiibha 10 the Xiithiniii hs5lillifr of Standards, situ! Tecissuoiagj within the liniituIims. of XIST's eahibriniwa n'r1'iees or liars, been sian vailfrosts iseaqiw.! ;'ssisses / sumiral physical constants or mire been derived by the rathi l.rpe of self euhibrariass Iachsniqsse. The auhibrisfisas rsuiuJór this iustrunsatst is at least 1.40:! to 1001t'/ndn (170 ssr'/hr, 47 list and 2.1). 1 at all sillier paissr& iS1 is registered to ISO-91101:2015. Qnalit.i .Isx,srasica RaqsliresswusLs'. This report usisy not he raprosissead. except lain!!. ssssless peswiLcsioss for the publication oft.n approved abstract i. obtained its writing trw,, the cishibnislioss organi.islion issssis:g shit report tirenwnt_YjJ IX' VoIo, I:0iu85 'Iharnnimeicr iIl03')2 I'ressiira 1:(I021)82 Pressure 1002080 Ilow 1-.003994 how I003993 Barometric Pressure 1003782 JncJsiiiiraiic! H-11-14 118.28.2(1 1)4-I 0-20 04.I6.20 10-18-17 10-19-17 05-20-20 (iil,bration Dime Dame 12-31-241 02-28-2) 10-31.21) 10-31-20 10-31-21 10-31-21 05-31-21 C. .itibralioh, procedure used: 10000022609 Sep. 23. 2029 1063503A C3 By (..) Calibration Dale HDM-300 HYDRODATA MULTIMETER CERTIFICATE OF RECAUBRATION CO ID: 020 ,Y71 S/N:_Wo2.oZ Customer:,'.4Lq,Vc( A,7E/lt/ ,,i/t. City: J4il ,ziRoS State: C4 P0 #: Customer Eqpt ID#: Calibration Due Date: Order #: 203022.. Test meter is zeroed prior to taking pressure readings. As-Received By i1' IIe#fiu-'i F"d'Y.. Test By -id. I6uv1 Test By Date eD/Zi5/30 z 0 Rh_ $ % Date /0/S6/l0O Rh 4'2. % Date Rh______ Ambient Temperature ?? 'F Ambient Temperature 71 OF Ambient Tempera 'F Barometric Pressure 8. S in Hg Barometric Pressure 28.'13 in Hg Barometric Pressure Hg All within spec VIS>0 NA All within spec NO All within spec YES NO HOM Pressure Standard Heise #1.1 Used at Set Points: 3.0; 14.0 SIN 41744142459 As-Rcvd Test 2 Test 3 HDM Pressure Standard Heise #3.1 Used at Set Points: 3.0;14.0 SIN 41745142460 ra 4023> Test 3 HDM Pressure Standard Heise #11-1 Used at Set Points: 3.0:14.0 SIN 45651I48600 As-Rcvd Test 2 Test 3 HDM Pressure Standard Heise #1-R Used at Set Points: 25.0; 31.0; 140.0 SIN 41744/42457-1 AsRcvd Test 2 Test 3 HDM Pressure Standard Heise #3-R Used at Set Points: 25.0; 31.0:140.0 SIN 41745/42458 Test 3 HDM Pressure Standard Heise #11 A Used at Set Points: 25.0; 31.0; 140.0 SIN 45651/48599 As.Rcvd Test 2 Test 3 HDM Pressure Standard Heise 02-1 Used at Set Points: 225.0; 275.0; 1025 SIN 41747/42484 As-Rcvd Test 2 Test 3 HDM Pressure Standard Heise #4A.L Used at Set Points: 225.0; 275.0; 1025 SIN 44806/47224 c!5tT , Test 3 HDM Pressure Standard Heise #12-1. Used at Set Points: 225.0; 275.0; 1025 SIN 45652/48802 As-Rcvd Test 2 Test 3 HDM Pressure Standard Heise #2-R Used at Set Points: 1620; 2000; 4500; 8300 SIN 41747142462 As-Rcvd Test 2 Test 3 HDM Pressure Standard Heise#4A-R Used at Set Points: 1620; 2000; 4500; 8300 SIN 44806I47216 <90Ejj> <60> Test 3 HOM Pressure Standard Heise #12-R Used at Set Points: 1620:2000:4500:8300 S/N 45652/48601 AsRcvd Test 2 Test 3 DIFFERENTIAL PRESSURE (Pd) TEST (in wc) TEST METER TOLERANCE = ± 2.0 % ± 0.3 in we AS-RCVD TEST WITHIN SPEC NO N/A See Notes Approx Set Pt Standard Test Meter % Duff Standard Test Meter . % Duff Standard Test Meter % Duff 3.0 500 -0 oo 00 3.0 o \10 14.0 /'M9 Ay 6' .7, /+4'0 25.0 Z38 26S 617 00 31.0 3/3? si•c sc ,,vi 3/V -iq 140.0 . /'/ 22 /*,. 9 /2. 1.VZ B. /978 - 225.0 2/./ 2/9 V .19 2Z2-3 .-c.V \4A 275.0 26 2Bf? .ol 28Z3 299 110 1025 /0J/ / /0J2 of ioJ 8 /3/ 1620 /& 'IV /6'V/ -1,8 Id' 'If 4938 - 18 2000 tavr 2o','6 .oc f?90 /990 4500 'f'/7.7 '/'/I8 - U 50 B qco 9 - 8300 82 f & 8z _: ox 63sz . GAGE PRESSURE (P2) TEST (in wc) TEST METER TOLERANCE = t 2.0 % t0.3 in wc AS-RCVD TEST WITHIN SPEC ~YE)SNO N/A See Notes Approx Set Pt Standard Test Meter % Duff Standard Test Meter % Di Standard Test Meter % Duff 3.0 3.00 to oo -Too J. 0 o 14.0 /'/.39 /Y.'/ .o? /.f/. V4 /93 .83 25.0 95.91S ic -. , z55,9 s It/ -. 31.0 ?/y3 1/9 -,o sic, 3'/ -Js* 140.0 //8. 77 • /9? 5 .'/9 /'/7 9 /yr9 -.13 225.0 Z1.8.3 , 2/ _.S1 zzs .z .16 275.0 288 Z 29 ,6.7 .17 29? 8 28 -i,' 1025 f0J09 iao -.o9 /j/q ,'o1 -0? 1620 // 16,6110 -49 /(iSf /6 Ily 10 2000 2008 200? .194' /919 /?97 /0 4500 'N?? 4/V9L. -07 Vr/ 1/11f5 8300 ?VO 3O -. 12- B3? /3 - Shortridge Instruments, Inc. 7855 East Redfield-Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridpe.com HDM 300 Racal Rev21/07130118 I of 2 07,3011e HDM-300 HYDRODATA MULTIMETER CERTIFICATE OF RECALl BRATION S/N: wozoaa Order#: R2o027- 0 TEMPERATURE TEST- HYDRODATA MULTIMETER (° F) TEST METER TOLERANCE = 10.20 F AS-RcVD TEST WITHIN SPEC NO NIA See Notes RTD Simulator: SIN 249 As-Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4° F RTD Simulator: SIN 250 As-Rcvd Test 2 Test 3 'Set Point: 35.6° F 95° F 154.4° F RTD Simulator SIN 253 As-Rcvd Test 2 Test 3 Set Point: 35.6° F - 95° F 154.4° F RID Simulator: SIN 254 As-Rcvd Test 2 Test 3 Set Point: 35.6° F 950 F 154.4° F RTD SimulatOr: SIN 256 As-Rävd Test 2 Test 3 Set Point: 35.6°F 95° F 154.4°F RTD Simulator SIN 257 As-Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4° F RTD Simulator: SIN 292 As.Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4°F RTD Simulator: SIN 293 As-Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4°F RTD Simulator: SIN 294' As-Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4°F RID Simulator SIN 313 As-Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4° F RTD Simulator: SIN 314 As-Rcvd Test 2 Test 3 Set Point: 35.6P ,F 95° F 154.4° F RID Simulator: SIN 315 As-Rcvd Test 2 Test 3 Set Point: 35.6° F 95° F 154.4° F RTD Simulator: SIN 316 est2 Test 3 Set PolnggMD 95° F 154.4°F RID Simulator: SIN 317 Test 3 Set Point: 35.6° Ft5°F154.40 F RID Simulator SIN 318 dit2 Test 3 Set Point: 35.6° F 95° F RTD Simulator Temperature Enuiwilant St Pnir,t Tpqt Motor fluff Tst Motor fluff Test Meter Duff 35.60 / . / 95.00 9SO - .0 .0 11 1% 154.40 F /5f. '/ , 0 /.S .q1 .o NOTES: Procedure used: Procedure for Differential Pressure, Gage Pressure, and Temperature Recalibration of HydroData Muitimeters SIP-CP11 Revision: 05 Dated: 07/31/14. This instrument has been calibrated using Calibration Standards which' are traceable to NIST (National Institute of Standards .and Technology). Calibration accuracy ratio is 4:1 for pressures and temperature. Quality Assurance Program and calibration procedures meet the requirementsforANSllNCSL Z5401, ISO 17025, MIL-STD 45862A and manufacturer's specifications. Calibration accuracy is certified when meters are used with properly functioning accessories only. Uncertainties'are expressed in expanded terms (twice the calculated uncertainty). This report shall not be reproduced, exceptin full, without the written approval of Shoriridge Instruments, Inc. Results relate only to theitem calibrated. Limitations on use: See Shortridge Instruments,, Inc. Instruction Manual for the use of HydroData MuItimeters The enclosed HDM Calibration Standards form(s) is/arean integral part 6f this célibration and must remain with this Certificate of Calibration. Note: There may be more than onesuch form Included that pertains to this calibration Calibration Technician(s): d-l<S4 Calibration Date:___________________ Calibration Approved by: Y. Title: &L Date:/o/i ô/ozo Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Anzona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com HDM 300 Recal Rev21I07I30I18 2 of 2 07130118 Iw SUPPLY FAN TEST balance ameflça II1 MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA =F-FAN NO. FC-3-1 REMARKS LOCATION Meeting Room 132 SERVICE Meeting Room 132 MANUFACTURER Trane MODEL NUMBER BCHD036AI SERIAL NUMBER H20E47633 TYPE Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME • 1/ HP / No Access / No Access VOLTS/PHASE/HERTZ 5 115/1 /60 F.L. AMPS/S.F. 7.5 / Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE DIAM x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 11 2 / 20"x20"x2" I Mery 8 TEST DATA DESIGN ACTUAL CFM TOTAL - SUPPLY AIR 1,200 1,220 CFM - RETURN AIR 1,000 1,010 CFM - OUTSIDE AIR 200 . 210 FAN RPM 1,385 ' 1,220 S.P.INIS.P.OUT . ,' ---- -0.19/0.16 TOTAL / EXTERNAL S.P. Not Given 0.35 VOLTAGE T1-T212-T3T3-TI 115 117 AMPERAGE TI-T2-T3. 7.5 3.9 REMARKS:. TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 06 - PAGE: I TESTING ADJUSTING AND BALANCING BUREAU w. AIR INLETS/OUTLETS balance america inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 'PROJECT: Omni Hotel Chopra Center SYSTEM: FC-3-1 JOB NO. 3173 TEST APPARATUS: FLOWHOOD AREA - SERVED OUTLETS I DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE [_SIZE AK CFM FPM Supply Air _ _____ 132 1-1 LD 10" 1.0 300 330 110% 132 1-2 LD 10" 1.0 300 300 100% 132 1-3 LD 10" 1.0 300 290 97% 132 1-4 LD 10" 1.0 300 300 100% 1,200 1,220 102% Return Air 1-RI RR 16" 1.0 11000 1,010 101% Outside Air 200 . 210 105% REMARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 08 AK PAGE: Testing Adjusting and Balancing Bureau SUPPLY FAN TEST bajance:america Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractors License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-3-2 REMARKS LOCATION Meeting Room 133 SERVICE Meeting Room 133 MANUFACTURER Trane MODEL NUMBER BCHD036AI SERIAL NUMBER H20E47632 TYPE Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME * 1 HP / No Access / No Access VOLTS/PHASE/HERTZ 115/1/60 F.L. AMPS/S.F. 7.5 / Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L.. Direct Drive NO. FILTERS/SIZE/TYPE 2 / 20"x20"x2" / Mery 8 TEST DATA DESIGN I ACTUAL CFM TOTAL - SUPPLY AIR 1,200 1,250 CFM - RETURN AIR 1,000 1,030 CFM - OUTSIDE AIR 200 220 FAN RPM 1,385 1,385 S.P. IN/S.P. OUT ---- -0.11/0.17 TOTAL / EXTERNAL S.P. Not Given 0.28 VOLTAGE TI-T2T2-T3T3-T1 115 116 AMPERAGE TI-T2-T3 7.5 3.7 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 06 PAGE: 3 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS balance america inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM: FC-3-2 JOB NO. 3173 TEST APPARATUS:FLOWHOOD AREA SERVED OUTLETS DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM FPM Supply Air _ _____ 133 2-1 LD 10" 1.0 300 330 110% 133 2-2 LD 10" 1.0 300 320 107% 133 2-3 LD 10" 1.0 300 300 100% 133 2-4 LD 10" 1.0 300 300 100% 1,200 1,250. 104% Return Air 133 2-RI RR 16" 1.0 1,000 1,030 103% Outside Air 200 220 110% IF I ----- REMARKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: 08 AK PAGE: 4 Testing Adjusting and Balancing Bureau LIT,. SUPPLY FAN TEST bcIançeamenca Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractors License No. 947703 . PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA =F FAN NO. FC-3-3 REMARKS LOCATION Men's Bathroom SERVICE . Meeting Room 134 MANUFACTURER Trane MODEL NUMBER BCHD036A1 SERIAL NUMBER H20E47625 TYPE . Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME . 1/2 HP I No Access / No Access VOLTS/PHASE/HERTZ 115/1/60 F.L. AMPS/S.F. . 7.5 I Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE . Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2 I 20"x20"x2" I Mery 8 U TEST DATA DESIGN I ACTUAL. CFMTOTAL -SUPPLY AIR 1,200 1,290 CFM -RETURN AIR 1,000 1,070 CFM - OUTSIDE AIR 200 220 FANRPM 1,385 1,385 S.P.INIS.P.OUT ---- -0:17/0.23 . TOTAL /EXTERNALS.P. Not Given 0.40 VOLTAGE TI-T2T2-T3T3-T1 115 . 117 AMPERAGE T1-T2-13 7.5. 3.9 F'CEMAKS: TEST DATE 12/7/2020 . READINGS BY: DKIKJ form: 06 PAGE: 5 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS balancearnerico inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@baIanceamericainc.com Contractors License No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM: FC-3-3 JOB NO. 3173 TEST APPARATUS: _FLOWHOOD AREA SERVED OUTLETS DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW . CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM FPM Supply Air _ _____ 133 3-1 LD 10" 1.0 300 320 107% 133 3-2 LD 10" 1.0 300 330 110% 133 3-3 LD 10" 1.0 300 310 103% 133 3-4 LD 10" 1.0 300 330 110% 1,200 1,290 . 108% Return _Air 133 3-RI RR 16" 1.0 1,000 . 1,070 107% Outside Air 200 . 220 110% REMARKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: 08 AK PAGE: 6 Testing Adjusting and Balancing Bureau w SUPPLY FAN TEST bdIanceamerica Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-3-4 REMARKS LOCATION Meeting Room 146 SERVICE Meeting Room 146 MANUFACTURER Trane MODEL NUMBER BCHD036AI SERIAL NUMBER H20E47627 TYPE . Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME 1/ HP / No Access I No Access VOLTS/PHASE/HERTZ 115/1/60 F.L. AMPS/S.F. 7.5 I Not Listed ' MOTOR SHEAVE MAKE . Direct Drive MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2 I 20"x20"x2" / Mery 8 TEST DATA DESIGN ACTUAL CFMTOTAL - SUPPLYAIR 1,200 1,210 CFM - RETURN AIR 1,000 1,010 CFM - OUTSIDE AIR 200 200 FAN RPM 1,385 1,350 S.P.INIS.P.OUT ---- -0.13/0.24 TOTAL / EXTERNAL S.P. Not Given 0.37 VOLTAGE TI-T2T2-T3T3-T1 115 117 AMPERAGE TI-T2-T3 7.5 3.7 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 06 PAGE: 7 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS 0010 nCe:amerlco in . MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255• info@balanceamericainc.com Contractors License No. 947703 PROJECT: Omni Hotel Chopra Center . SYSTEM: FC-3-4 JOB NO. 3173 TEST APPARATUS:FLOWHOOD AREA SERVED OUTLETS . DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO._JTYPE [_SIZE AK CFM FPM SupplyAir 146 4-1 LD 10". 1.0 300 290 97% 146 4-2 . LD 10" 1.0 300 . 300 100% 146 4-3 LD 10" .1.0 300 310 103% 146 4-4 LD 10" 1.0 300 310 103% 1,200 . 1,210 101% Return Air 146 4-RI RR 16" 1.0 11000 1,010 . 101% Outside Air 200 200 100% REMARKS: TEST DATE 12/7/2020 . READINGS BY: DK I KJ form: O8AK ., PAGE: 8 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST bajance amenca IflC MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760)798-9255- info@baIanceamericainc.com Contractors License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 . FAN DATA FAN NO. FC-3-5 REMARKS LOCATION . Storage Room SERVICE • Meeting Room 2 MANUFACTURER Trane MODEL NUMBER . BCHD036AI SERIAL NUMBER H20E47626 TYPE . Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME 1 HP I No Access I Nd Access VOLTS/PHASE/HERTZ . 115/1/60 F.L. AMPS/S.F. 7.5 / Not Listed . MOTOR SHEAVE MAKE Direct Drive MOTOR 'SHEAVE DIAM. x BORE . Direct Drive FAN SHEAVE MAKE . Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2 I 20"x20"x2" I Mery 8 TEST DATA DESIGN I ACTUAL CFMTOTAL - SUPPLYAIR 1,300 1,285 CFM - RETURN AIR 1,100 1,070 CFM - OUTSIDE AIR 200 215 FAN RPM 1,385 1,660 S.P. IN I S.P. OUT ---- -0.21/0.19 TOTAL / EXTERNAL S.P. Not Given 0.4 VOLTAGET1-T2T2-T3T3-T1 115 117 AMPERAGE TI-T2-T3 7.5 4.6 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: 06 PAGE: 9 TESTING ADJUSTING AND BALANCING BUREAU I 11 w. AIR INLETS/OUTLETS b.aIanc.sam erica inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255• info@balanceamericainc.com Contractor's License No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM: FC-3-5 JOB NO. 3173 TEST APPARATUS:FLOWHOOD AREA . SERVED OUTLETS . DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. I TYPE SIZE AK 'CFM FPM Supply Air _____ 5-1 CD 6" 1.0 100 110 110% Metting Room 2 5-2 LD 10" 1.0 300 290 97% Metting Room 2 5-3 LD 10" 1.0 300 280 93% Metting Room 2 5-4 LD 10" 1.0 300 . 300 100% Metting Room 2 5-5. LD 10" 1.0 300 305. 102% 11300 1,285 99% Return Air 5-R1 RR 16" 1.0 1,100 1,070 97% Outside Air 200 215 108% REMARKS: . 1 - Mechanical schedule suppy air design is 1200 cfm; grille total design is 1300 cfm. TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 08 AK PAGE: 10 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST balance america inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173. FAN DATA =F —FAN NO. FC-3-6 REMARKS LOCATION Entry 105 SERVICE .. Meeting Room I MANUFACTURER Trane MODELNUMBER BCHD036AI. SERIALNUMBER H20E47628 TYPE FanCoil MOTORMAKE/STYLE No Access MOTORHP/RPM/FRAME 1/2 HP / No Access I No Access VOLTS/PHASE/HERTZ 115/1/60 F.L.AMPS/S.F. 7.5/NotListed MOTOR SHEAVEMAKE Direct Drive MOTOR SHEAVEDIAM.xBORE DirectDrive FANSHEAVEMAKE DirectDrive FANSHEAVEDIAM.xBORE DirectDrive NO.BELTS/MAKE/SIZE/C.L. DirectDrive NO.FILTERS/SIZE/TYPE 2/ 20"x20"x2" /Merv8 TEST DATA DESIGN I ACTUAL CFMTOTAL - SUPPLYAIR 1,200 1,185 CFM - RETURN AIR 1,000 990 CFM- OUTSIDE AIR 200 195 FANRPM 1,385 . 1,840 S.P. IN / S.P. OUT ---- -0.18/0.20 TOTAL /EXTERNAL S.P. Not Given 0.38 VOLTAGE T1-T2 T2-T3 T3-T1 115 117 AMPERAGE TI-T2-T3 7.5 .5.1 . REMARKS: TEST DATE 12/7/2020 READINGS BY: DKIKJ form: 06 PAGE: .11 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS baiancsdmerica Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255' info@balanceamericainc.com Contractors License No. 947703 PROJECT: Omni Hotel Chopra Center •SYSTEM:FC-3-6 JOB NO. 3173 . TEST APPARATUS: FLOWHOOD AREA SERVED OUTLETS I I . DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM FPM Supply Air _ _____ Meeting Room 1 6-1 . LD 10" 1.0 300 285 95% Meeting Room 1 6-2 LD 10" 1.0 300 285 95% Meeting Room 1 6-3 LD 10" 1.0 300 . 305 102% Meeting Room 1 .6-4 LD 10" 1.0 300 310 103% 1;200 . 1,185 99% Return Air Meeting Room I 6-RI 'RR 16" 1.0 11000 990 99% Outside Air 200 . 195 98% REMARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 08 AK PAGE: 12 Testing Adjusting and Balancing Bureau w SUPPLY FAN TEST baiance arnença inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255. info@balanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-3-7 REMARKS LOCATION Refunction 110 SERVICE. Refunction 110 MANUFACTURER Trane MODEL NUMBER BCHD036A1 SERIAL NUMBER H20E47629 TYPE Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME 1/2 HP / No Access / No Access VOLTS/PHASE/HERTZ 115/1/60 F.L. AMPS/S.F. 7.5 / Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2 I 20"x20"x2" / Mery 8 TEST DATA DESIGN I ACTUAL CFM TOTAL - SUPPLY AIR . 1,200 1,245 CFM - RETURN AIR 1,000 1,030 CFM- OUTSIDE AIR 200 215 FAN RPM . 1,385 1,720 S.P. IN / S.P. OUT ---- -0.19/0.15 TOTAL I EXTERNAL S.P. Not Given 0.34 . VOLTAGE TI-T2 T2-T3 T3-TI 115 116 AMPERAGE TI-12-13 7.5 3.6 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK I KJ form: 06 PAGE: 13 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS bdlane•dmerica Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractors License No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM:FC-3-7 JOB NO. 3173 (TEST APPARATUS:FLOWHOOD AREA SERVED OUTLETS DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE TR-1 CFM I FPM Supply Air _ _____ 108 7-1 LD 10" 1.0 300 310 103% 108 7-2 LD 10" 1.0 300 320 107% 108 7-3 LD 10" 1.0 300 300 100% 108 7-4 LD 10" 1.0 300 315 105% 1,200 1,245 104% Return Air 108 7-RI RR 16" 1.0 11000 1,030 103% Outside Air . 200 215 108% IF-MARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 68 AK PAGE: 14 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST baiance an erica flç MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 - PHONE: (760) 798-9255W info@balanceamericainc.com Contractors License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. . FC-4-1 REMARKS LOCATION Refunction 135 SERVICE . Refunction 135 MANUFACTURER Trane MODEL NUMBER BCHD054A1 SERIAL NUMBER H20E47630 TYPE - Fan Coil MOTOR MAKE/STYLE . No Access MOTOR HP/RPM/FRAME 11 No Access / No Access VOLTS/PHASE/HERTZ . 115/1/60 F.L. AMPS/S.F. . . 13.3 / Not Listed MOTOR SHEAVE MAKE Direct Drive' MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE . Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2/ 20'x20"x2" / Mery 8 TEST DATA DESIGN. ACTUAL CFM TOTAL - SUPPLY AIR 1,600 1,640 CFM - RETURN AIR 1,300 1,320 CFM - OUTSIDE AIR 300 . 320 FAN RPM . 992 500 S.P. IN / S.P. OUT ---- -0.14/0.19 TOTAL / EXTERNAL S.P. Not Given 0.33 VOLTAGE TI-T2T2-T3T3-T1 115 116 AMPERAGE TI-T2-13 13.3 5.9 REMARKS: el I TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 06 PAGE: 15 TESTING ADJUSTING AND BALANCING BUREAU 'I AIR INLETS/OUTLETS balance amenca inc,MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor'sLicense No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM: FC-471 JOB NO. 3173 TEST APPARATUS:FLOWHOOD AREA SERVED OUTLETS I DESIGN• AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM. FPM Supply Air _ _____ 135 1-1 LD 10" 1.0 300 320 107% 135 1-2 LD 10" 1.0 300 310 103% 135 - -3 LD 10" 1.0 250 260 104% 135 1-4 LD 10" 1.0 250 270 108% 135 1-5 - LD 10" 1.0 250 240 96% 135 1-6 LD. 10" 1.0 250 240 96% 1,600 1,640 103% Return Air 135 • 1-Ri RR 16" 1.0 1,300 • 1,320 102% Outside Air 300 320 107% TEST.DATE •12/7/2020 • READINGS BY:DK / KJ form: 08 AK • PAGE: 16 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST bajance america inc MAIN OFFICE: 1185 Linda Vista Drive suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractors License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-4-2 REMARKS LOCATION Women's Restroom SERVICE 135 MANUFACTURER Trane MODEL NUMBER BCHD054AI SERIAL NUMBER H20E47634 TYPE Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME 1 I No Access I No Access VOLTS/PHASE/HERTZ .115/.1/60 F.L. AMPS/S:F. . 13.3 / Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE . Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE . 2/ 20"x20"x2" / Mery 8 TEST DATA DESIGN ACTUAL CFM TOTAL - SUPPLY AIR 1,600 1,620 CFM - RETURN AIR 1,300 1,310 CFM - OUTSIDE AIR 300 . 310 FANRPM 992 1,190 S.P.IN/ S.P.OUT . ---- -0.20/0.21 TOTAL /EXTERNALS.P. Not Given 0.41 VOLTAGE TI-T2T2-T3T3-TI 115 117 AMPERAGE TI-12-T3 . 13.3 6.2 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ . form: 06 PAGE: 17 TESTING ADJUSTING AND BALANCING BUREAU w AIR INLETS/OUTLETS balance arnenco inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractors License No. 941703 PROJECT: Omni Hotel Chopra Center . SYSTEM: JOB NO. 3173. . . TEST APPARATUS: FC-4-2 FLOWHOOD AREA SERVED OUTLETS DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM I FPM Supply Air 135 2-1 LD 10" 1.0 300 330 110% 135 2-2 LD 10" 1.0 300 300 100% 135 2-3 LD 10" 1.0 250 230 92% 135 2-4 LD 10" 1.0 250 240 96% 135 2-5 LD 10" 1.0 250 1 .270 108% 135 2-6 LD - 10" 1.0 250 . 250 100% . _____ _____ _____ _____ 1,600 1,620 101% Return Air 135 • 2-RI RR 16" 1.0 1,300 1,310 101% Outside Air 300 310 103% REMARKS: TEST DATE • 12/7/2020 READINGS BY: DK/KJ form: 08 AK PAGE: 18 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST balance america inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255• info@balanceamericainc.com Contractors License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-4-4 REMARKS LOCATION Entry 105 SERVICE Pre-function 110 MANUFACTURER Trane MODEL NUMBER BCHD054A1 SERIAL NUMBER H20E47635 TYPE Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME I / No Access / No Access VOLTS/PHASE/HERTZ 115/1/60 F.L. AMPS/S.F. 13.5 / Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE DIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2/ 20"x20"x2" I Mery 8 TEST DATA DESIGN ACTUAL CFM TOTAL - SUPPLY AIR 1,600 1,725 CFM - RETURN AIR 1,300 1,395 CFM - OUTSIDE AIR 300 330 FAN RPM 992 992 S.P. IN / S.P. OUT ---- -0.22/0.21 TOTAL I EXTERNAL S.P. Not Given 0.43 VOLTAGE TI-T2T2-T3T3-TI 115 117 AMPERAGE TI-12-T3 13.5 8.2 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: 06 S PAGE: 19 TESTING ADJUSTING AND BALANCING BUREAU p .w. AIR INLETS/OUTLETS bciariceamerica Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255• info@balanceamericainc.com Contractors License No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM: FC-4-3 JOB NO. 3173 TEST APPARATUS: FLOWHOOD AREA SERVED OUTLETS I I DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM FPM Supply Air Men's Restroom 3-1 CD 6" 1.0 100 90 90% Women's Restroom 3-2 CD .6" 1.0 100 95 95% Women's Restroom 3-3 LD 6" 1.0 200 205 103% Women's Restroom 3-4 LD. 6" 1.0 200 220 110% Women's Restroom 3-5 LD 6" 1.0 200 1 210 105% Entry 3-6 LD 6" 1.0 200 210 105% Entry 3-7 LD . 6" 1.0 200 220 110% Entry 3-8 LD 6" 1.0 200 190 95% Entry 3-9 LD 6" 1.0 200 180 90% 1,600 1,620 101% Return Air 3-RI RR 16" 1.0 1,300 1,290 99% Outside Air 300 330 110% IEMAKKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: O8AK PAGE: 20 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST balance americq Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-4-5 II REMARKS LOCATION Entry 105 SERVICE Entry 105 MANUFACTURER Trane MODEL NUMBER BCHD054A1 SERIAL NUMBER. H20E47636 TYPE Fan Coil MOTOR MAKE/STYLE No Access MOTOR HP/RPM/FRAME I / NQ Access / No Access VOLTS/PHASE/HERTZ 115/1/60 F.L. AMPS/S.F. 13.5 / Not Listed MOTOR SHEAVE MAKE Direct Drive MOTOR SHEAVE bIAM. x BORE Direct Drive FAN SHEAVE MAKE Direct Drive FAN SHEAVE DIAM. x BORE Direct Drive NO. BELTS/MAKE/SIZE/C.L. Direct Drive NO. FILTERS/SIZE/TYPE 2 / 20"x20"x2" / Mery 8 TEST DATA DESIGN ACTUAL CFM TOTAL - SUPPLY AIR 1,600 1,675 CFM - RETURN AIR • 1,300 1,350 CFM - OUTSIDE AIR 300 325 FAN RPM 992 796 S.P. IN / S.P. OUT ---- -0.13/0.25 TOTAL / EXTERNAL S.P. Not Given 0.38 VOLTAGETI-T2T2-T3T3-TI 115 117 AMPERAGE TI-T2-T3 13.5 7.0 REMARKS: TEST DATE 12/7/2020 READINGS BY: - DK/KJ form: 06 PAGE: 21 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS balance arnenca inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255• info@balanceamericainc.com Contractors License No. 941703 PROJECT: Omhi HOtel Chopra Center SYSTEM: _FC-4-4 JOB NO. 3173 TEST APPARATUS:FLOWHOOD AREA SERVED OUTLETS DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or %of DESIGN NO. TYPE SIZE , AK -CFM FPM Supply Air 110 4-1 LD 12" 1.0 400 440 110% 110 4-2 LD 12" 1.0 400 430 108% 110 4-3 LD 12" 1.0 400 440 110% 110 4-4 LD 12" 1.0 400 415 104% 1,600 11725 108% Return Air 4-R1 RR 16" 1.0 1,300 1,395 107% Outside Air 300 330 110% REMARKS: TEST DATE 12/7/2020 READINGS BY: DK/KJ form: 08 AK PAGE: 22 Testing Adjusting and Balancing Bureau SUPPLY FAN TEST bajance ameriçq mc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractors License No. 947703 PROJECT Omni Hotel Chopra Center JOB NO. 3173 FAN DATA FAN NO. FC-4-3 REMARKS LOCATION . . Men's Bathroom SERVICE Entry I Bathrooms MANUFACTURER . Trane MODEL NUMBER . . BCHD054AI SERIALNUMBER .H20E47631 TYPE FanCoil MOTORMAKE/STYLE .No Access MOTORHP/RPM/FRAME 1 N Access /No Access VOLTS/PHASE/HERTZ 115/l/60 F.L.AMPS/S.F. 13.3/ Not Listed MOTOR SHEAVE MAKE DirectDrive MOTORSHEAVEDIAM.xBORE DirectDrive FANSHEAVEMAKE Direct Drive FANSHEAVEDIAM.x BORE Direct Drive NO.BELTS/MAKE/SIZE/C.L DirectDrive NO.FILTERS/SIZE/TYPE 2 I 20"x20"x2" /Mery TEST DATA DESIGN ACTUAL CFMTOTAL -SUPPLY AIR 1,600 1,620 . CFM -RETURN AIR 1,300 1,290 CFM - OUTSIDE AIR 300 330 FANRPM 992 890 S.P. IN / S.P. OUT ---- -0.15/0.21 TOTAL /EXTERNAL S.P. Not Given 0.36 VOLTAGE T1-T2 T2-T3 T3-T1 115 117 AMPERAGE T1-T2-T3 13.3 6.3 REMARKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: 06 PAGE: 23 TESTING ADJUSTING AND BALANCING BUREAU AIR INLETS/OUTLETS balance arfl enca inc MAIN OFFICE: 1185 Linda Vista Drive Suite B: San Marcos, CA 92078 PHONE: (760) 798-9255• info@balanceamericainc.com Contractors License No. 947703 PROJECT: Omni Hotel Chopra Center SYSTEM: FC-4-5 JOB NO. 3173 TEST APPARATUS: FLOWHOOD AREA SERVED OUTLETS I DESIGN AIRFLOW CFM PRELIMINARY AIRFLOW READINGS FINAL AIRFLOW CFM REMARKS and/or % of DESIGN NO. TYPE SIZE AK CFM FPM Supply Air 107 5-1 CD 6" 1.0 100 100 100% 106 5-2 CD 611 1.0 100 105 105% 105 5-3 LD 6" 1.0 200 190 95% 105 5-4 LD 6" 1.0 200 220 110% 105 5-5 LD 6" 1.0 200 200 100% 105 5-6 LD 6" 1.0 200 • 210 105% 105 5-7 LD 6" 1.0 200 220 110% 105 5-8 _D 6" 1.0 200 210 105% 105 5-9 LO 6" 1.0 200 220 110% 1,600 1,675 105% Return Air 5-RI RR 16" 1.0 1,300 1,350 104% Outside Air 300 325 108% REMARKS: TEST DATE 12/7/2020 READINGS BY: DK / KJ form: 08 AK PAGE: 24 Testing Adjusting and Balancing Bureau Air/Water Temperatures bdahc'6 dmellcdinc - - MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE: (760) 798-9255 info@balanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center SYSTEM Chilled Water JOB NO. 3173 LOCATION Varies AREA SERVED -- - KIM#kI-(tsi: TEST DATE: 11/6/2020 READINGS BY: DK/KJ FILE 29.1 PAGE: 25 Testing Adjusting and Balancing Bureau Air/Water Temperatures bäkince dmericc Inc MAIN OFFICE: 1185 Linda Vista Drive Suite B, San Marcos, CA 92078 PHONE? (760) 798-9255' info@baIanceamericainc.com Contractor's License No. 947703 PROJECT Omni Hotel Chopra Center SYSTEM Heating Hot Water JOB NO. 3173 LOCATION Varies AREA SERVED -- _ ----_I!- --- I'(EMAKKS: TEST DATE: 11/6/2020 READINGS BY: DK/ KJ FILE 29.1 PAGE: 26 Testing Adjusting and Balancing Bureau -J tsk OTOLOSI 2112 AllOt L0011.EAMOIO llAn:RISRTNOg ?ITIIIO.lftfltl CAPITAlS AT lOTS KEY NOTES CD : CD CD 20022022(2W CD TEDACT TO ADMIT nm nonoimon WHEY (Intl ATTAIIATCIIACEATOII Al lIlt RItA o ® Ti'Mi5 ISAT 1*101 ITOMICT RAlCAX MI . 75(111/fl (AllOt AnAl ((AMOS 0 TIll null) lOg CAITflIli 17 AC CD ICOn, mmsno Cnn ACTSWT. - 0 RATED FJAU. LEGEND (TA 1! C1011ollontOg EWUN Dl ADO) • AC ATI (A RI)1 1105 I CDI *01110 (14*0! LTIDIP011DIIICIAIT. 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