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2250 RUTHERFORD RD; ; CBC2018-0102; Permit
(:iCty Of Carlsbad Commercial Permit Print Date: 11/20/2018 Permit No: CBC2018-0102 Job Address: 2250 Rutherford Rd Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2120611700 Lot #: Applied: 02/21/2018 Valuation: $162,273.39 Reference #: Issued: 05/18/2018 Occupancy Group: Construction Type: Permit Finaled: # Dwelling Units: Bathrooms: Inspector: MCoIl Bedrooms: Orig. Plan Check It. Final Plan Check U: Inspection: 11/20/2018 9:31:20AM Project Title: Description: MERCEDES R&D: 3,489 SF TI (OFFICE WAREHOUSE TO SAME) Owner: MERCEDES-BENZ RESEARCH AND DEVELOPMENT NORTH AMERICA INC 2250 Rutherford Rd C/O Sarah Tucci CARLSBAD, CA 92008 BUILDING PERMIT FEE ($2000+) . $849.65 BUILDING PLAN CHECK FEE (BLDG) - $587.30 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE F Occupancies TI $609.00 MANUAL BUILDING PLAN CHECK FEE . $7.46 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $7.00 STRONG MOTION-COMMERCIAL . $45.44 Total Fees: $2,249.85 Total Payments To Date: $2,249.85 Balance Due: $0.00 Please take NOTICE that approval of your project includes the 'Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING DBUILDING DFIRE DHEALTH DHAZMAT!APCD I Building Permit Application Plan Check NoQ3C2r1Q-tO2.. Est. Value - (City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 I a.rlsbacl. email: building@carlsbadca.gov Plan Ck. Deposit Date 2 - 2.1- %' Iswpp I www.carlsbadca.gov JOB ADDRESS 2250 RUTHERFORD ROAD I SUITE#/SPACE#/UNITI I APN I - 140 - 024 - CT/PROJECT# LOT# PHASE# #BATHROOMS BUSINESS NAME IC0NsTR.TYPE OCC.GROUP 1#OFUNITS7OOMS 1TENANT MERCEDES R&D I VB I B/F-I DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) TENANT IMPROVEMENT OF EXISTING WAREHOUSE AND OFFICE BUILDING INCLUDING DEMOLITION AND ADDITION OF WALLS AND PARTITIONS, INTERIOR DOORS, FIXTURES, CEILINGS, FLOORING AND OTHER MATERIALS. TOTAL T.I. AREA = 3,489 SQ. FT. EXISTING USE I PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE I AIR CONDITIONING FIRE SPRINKLERS WAREHOUSE/OFFICE I SAME ES NO[2] I l YESNOEI YESNOE APPLICANT NAME KIRK MOELLER- MAA ARCHITECTS PROPERTY OWNER NAME MBRDA Primary contact ADDRESS - - ADDRESS 2173 SALK AVE. SUITE 250 2250 RUTHERFORD ROAD CITY . STATE ZIP CITY - STATE ZIP CARLSBAD CA 92008 CARLSBAD CA 92008 PHONE PHONE FAX 760-431-7775 1 619-488-9418 I EMAIL . EMAIL kirk(maaarchitects.com christopher.rhoadescdaimIer.com DESIGN PROFESSIONAL . SAME AS APPLICANT CONTRACTOR BUS. NAME (i,-rc&, , ADDRESS ADDRESS CITY - STATE •ZIP CITY STATE ZIP av,154LL e$+ PHONE . - FAX . PHONE .—/ 7Z/, IFAX -74C I,- /( 3 EMAIL EMAIL Cc. STATE LIC. # STATE LIC.# q173 5 .3 q I CLASS I CITY BUS. LIC.# I &05 / 2- 70 e5- (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commendingwith Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 000000 Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain .a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensa 'on, as required by Section 3700 of the Labor Cod for the performance of the work for which this permit is issued. My workers' compensation ipsurancp canter and policy number are: Insurance OE- &adZ&9AHftol1cy No. 7/ ' Expiration Date /1 section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING: Failure to secure om ye un wful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensatio ma d o n S on 3 060 e Labor code, interest and attorney's tees. £ CONTRACTOR SIGN A -. 7 / [:]AGENT DATE I hereby affirm that lam exempt from Contractor's License ,Law for the following mason: [] 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 loan owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractofs License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law). [] 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 EYes [::]No I (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address / phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address I phone! type of work): ,PROPERTY OWNER SIGNATURE . []AGENT DATE (®OG)QG7Q 7W00 G(?Oø&J (®CD 00()170 D(!)OC®Ot)@ 001(?O ®(9111 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? Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes / No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ®OO!)?O®( (E)O()øiZ013039 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 0C(9i7 OOO(.(O® - I ceilitythatl have read the application and statethatthe above information is cerrectand thatthe information on the plans Is accurate. I agree to cemptywith all Cityordinances and State laws relating to bulldingconstruclion. I hereby authorize representative of the City of Carisbad 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 5'0 deep and demolition or construction of structures over 3 stories N height. EXPIRATION: Every permit Issued by the Building Offcial under the previsions of this Code shall expire by limitation and become null and void lithe building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time alter the work Is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. gCERTIFICATE .i E1 .iirj Fax (760) 602-8560, Email bUiIdinQ(äcarIsbadCa.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME - OCCUPANT NAME - - ADDRESS BUILDING ADDRESS CITY -STATE ZIP CITY STATE ZIP Carlsbad CA PHONE - FAX - - - . . EMAIL - OCCUPANT'S BUS. LIC. No. DELIVERY OPTiONS PICK UP: - CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) - . . ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL! FAX TOOTHER: - CHANGE OF USE/ NO CONSTRUCTION APPUCANT'S SIGNATURE DATE Permit Typo: BLDG-Commercial Application Date: 02/21/2018 Owner: MERCEDES-BENZ RESEARCH AND DEVELOPMENT NORTH AMERICA INC Work Class: Tenant Improvement Issue Date: 05/18/2018 Subdivision: PARCEL MAP NO 12416 Status: Closed - Finaled Expiration Date: 05/20/2019 Address: 2250 Rutherford Rd Carlsbad, CA 92008-8814 IVR Number: 9670 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Relnspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Building Deficiency See card for notes. No 11/19/2018 11/19/2018 BLDG-Final 076378-2018 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Building Deficiency See card for notes. No BLDG-Building Deficiency Partial, need B-59 paperwork Yes 11/20/2018 11/20/2018 BLDG-Final 076625-2018 Passed Michael Collins Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Building Deficiency - Not ready No BLDG-Building Deficiency Partial, need B-59 paperwork Yes BLDG-Building Deficiency See card for notes. No BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Electrical Final Yes BLDG-Fire Final 074261.2018 Scheduled Cindy Wong Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No November 20, 2018 Page 4 of 4 040 =,PER ISPECTION'MISTORY; REPORT, (Q~P~'.02). Permit Type: BLDG-Commercial Application Date: 02/21/2018 Owner: MERCEDES-BENZ RESEARCH AND DEVELOPMENT NORTH AMERICA INC Work Class: Tenant Improvement Issue Date: 05/18/2018 Subdivision: PARCEL MAP NO 12416 Status: Closed - Finaled Expiration Date: 05/20/2019 Address: 2250 Rutherford Rd Carlsbad, CA 92008-8814 IVR Number: 9670 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 RoughTopout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 09/20/2018 09/20/2018 BLDG-14 070590.2018 Cancelled Andy Krogh Reinspection Complete Frame/Steel/Boltingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/23/2018 10/23/2018 BLDG-85 T-Bar, 073785-2018 Passed Michael Collins Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency arms 101-103, no tiles to be installed 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 11/01/2018 11/01/2018 BLDG-Final 074775-2018 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 11/06/2018 11/06/2018 BLDG-43 Air 075259-2018 Passed Michael Collins Complete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency Rooftop equipment Ok. Yes BLDG-Final 075261-2018 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency See card for notes. No BLDG-Building Deficiency Not ready No 11/16/2018 11/16/2018 BLDG-Final 076236-2018 Cancelled System Administrator Reinspection Complete Inspection November 20, 2018 Page 3 of 4 Permit Type: BLDG-Commercial Application Date: 02/21/2015 Owner: MERCEDES-BENZ RESEARCH AND DEVELOPMENT NORTH AMERICA INC Work Class: Tenant Improvement Issue Date: 05/18/2018 Subdivision: PARCEL MAP NO 12416 Status: Closed - Finaled Expiration Date: 05/20/2019 Address: 2250 Rutherford Rd Carlsbad, CA 92008-8814 IVR Number: 9670 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 07/25/2018 07/25/2018 BLDG-84 Rough 064926.2018 Partial Pass Michael Collins Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Phase 1 wall framing at restrooms/model Yes rooms BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes 07/26/2018 07/26/2018 BLDG-14 065015-2018 Partial Pass Michael Collins Reinspection Incomplete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim hard lid at restrooms Yes 08/14/2018 08/14/2018 BLDG-17 Interior 066727.2018 Passed Paul Bumette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/24/2018 08/24/2018 BLDG-11 068050-2018 Partial Pass Paul Bumette Reinspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 08/31/2018 08/31/2018 BLDG-Il 068786.2018 Passed Michael Collins Complete Foundation!Ftg!Pier 5 (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Footing/steel at Rm 105 Yes BLDG-Building Deficiency Not ready No BLDG-14 068787-2018 Passed Michael Collins Complete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim hard lid at restrooms Yes BLDG-Building Deficiency Wall only at VP office Yes 09/07/2018 09/07/2018 BLDG-85 T-Bar, 069317.2018 Passed Paul Burnette Complete Ceiling Grids, Overhead November 20, 2018 Page 2 of 4 Permit Type: BLDG-Commercial Application Date: 02/21/2018 Owner: MERCEDES-BENZ RESEARCH AND DEVELOPMENT NORTH AMERICA INC Work Class: Tenant Improvement Issue Date: 05/18/2018 Subdivision: PARCEL MAP NO 12416 Status: Closed - Finaled Expiration Date: 05/20/2019 Address: 2250 Rutherford Rd Carlsbad, CA 92008-8814 IVR Number: 9670 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/19/2018 06/19/2018 BLDG-111 061422.2018 Failed Michael Collins Reinspection Complete Foundation/Ftg/Pier S (Rebar) * Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-12 Steel/Bond 061423-2018 Failed Michael Collins Reinspection Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/20/2018 06/20/2018 BLDG-12 Steel/Bond 061583.2018 Partial Pass Michael Collins Reinspection Incomplete Beam - Checklist Item COMMENTS Passed BLDG-Building Deficiency Footing/steel at Clay & Foam modeling Yes rooms only. 06/27/2018 06/27/2018 BLDG-21 062303.2018 Passed Michael Collins Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Kitchen/Restroom waste to POC Yes 07/13/2018 07/13/2018 BLDG-11 063945.2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier S (Rebar) - Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 07/24/2018 07/24/2018 BLDG-14 064797.2018 Failed Michael Collins Reinspection Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-34 Rough 064796.2018 Failed Michael Collins Reinspection Complete Electrical - Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-43 Air 064798.2018 Failed Michael Collins Reinspection Complete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency No November 20, 2018 Page 1 of 4 V C*V CL 8 1 REPORT OF CONCRETE CYLINDER TEST NOVA Services 4373 Viewridge Ave., Suite B (AM 1' tGi San Diego, CA 92123 e-) v - - Phone: (858) 292-7575 /0 /— Cc.AJ V5/2 lit-Yc- Fax: (858) 292-7570 Mercedes Benz TI Ph 2 J CX( Report Date: 10/3/18 ,4.kL. 15J Project Number: 1018161 Lab Number 10036 Project: Mercedes Benz TI Ph 2 Architect: MAR Client V Mercedes Benz Engineer: R2H Address: 2250 Rutherford Rd. Contractor Pacific Providence Carlsbad, 'CA V V Sub Contractor: s & S Grading & Paving Attn: V Building Authoritycity of Carlsbad V FIELD TEST CONDITIONS AND RESULTS (ASTM C 31) Sample Date: 9/4/2018 Time: 9:30 am Sampled By: PF Design Strength Age: 28 Days V 40eiji~7SV~ngth.*_4500 PSI Ticket AV 3855087 Truck#: 1346 Time in Mixer. 90 Load #:i Admixtures: n/ Placement Description: Material Supplier Robertson's Mix I.D. No: RS450P42 Water Added On Site, Gal: n/a Slump, in.: 5 (ASTM C143) Air Content, %: n/a (ASTM C 173) Concrete Temp. °F: 81 Ambient Temp. °F: 70 Plastic Unit Weight, PCF: -n /a Sample Location: west end of the center car lift room 105. LABORATORY TEST RESULTS (ASTM C 39) Test V Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture .10036-A 9/11/2018 7 48468 4.00 12.57 3860 86% 5 10036-B V 10/2/2018 28 62473 4.00 12.57 4970 110% 2 10036-C 10/2/2018 28 64369 4.00 12.57 5120 114% 2 10036-D c7/28 64888 V V 4.00 12.57 ,51_6 0 /115% 5 10036-E 10/30/2018 56 TYPES OF FRACTURE • i2UIXfl Typel TypeS r1l Ty.3 F] Type 4 Types Type B Reported by: cg IV _VVV_ Remarks: Specimen Shape: Cylinder Specimen Size: 4x8 Compressive Test Machine: Machine Serial No.: . c-g~py '/fr1S 'C 7 REPORT OF CONCRETE CYLINDER TEST NOVA Services c3Sz 4373 Viewndge Ave., Suite B FIA), San Diego, CA 92123 Phone: (858) 292-7575 Fax: (858) 292-7570 Mercedes Benz TI Ph 2 Report Date: 9/28/18 Project Number: 1018161 Lab Number: 9912 Project Mercedes Benz TI Ph 2 Architect: MAA Client: Mercedes Benz Engineer R2H Address: 2250 Rutherford Rd. Contractor: Pacific Providence Carlsbad, CA Sub Contractor: S & S Grading & Paving Attn: Building Authority: city of Carlsbad FIELD-TEST CONDITIONS AND RESULTS (ASTM C 31) Sample Date: 8/28/2018 Time: 10:05am Sampled By: DB Design Strength Age: 28 Days DesignStrength:'45 00 PS Ticket#: 3854486 Truck#: 1357 Time in Mixer. 81 Load #:1 Admixtures: Water reducer Placement Description: Material Supplier. Robertson's Mix I.D. No: R5450P42 Water Added On Site, Gal: 28. 5 Slump, in.: 5 (ASTM CI43) Air Content, %: n/a (ASTM C 173) Concrete Temp, °F: 90 Ambient Temp, °F: 72 Plastic Unit Weight; PCF: n/a Sample Location: cIP thickened edge /pit walls @ depressed S.O.G. area. LABORATORY TEST RESULTS (ASTM C 39L_ Test - Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture 9912-A 9/4/2018 7 56489 4.00 12.57 4500 100% 3 9912-B 9/25/2018 28 73188 4.00 12.57 5820 129% 2 9912-C 9/25/2018• 28 .73686 4.00 12.57 5860 130% 2 9912-D 9/25/2018 28 73049 4.00 12.57 5810 129% 2 9912-E 10/23/2018 56 TYPES OF FRACTURE " n7l", L~ R I Type I Type 2 N F1 [I Type 3 F1 Tvpe4 Type S Type S Reported by: Remarks: Specimen Shape: Cylinder Specimen Size: 4x8 Compressive Test Machine: Machine Serial No.: REPORT. OF CONCRETE CYLINDER TEST NOVA Services - 4373 Viewridge Ave., Suite B San Diego, CA 92123 0 / Phone: (858) 292-7575 Fax: (858) 292-7570 Mercedes Benz TI Ph 2 / Report Date: 9/12/18 Project Number 1018161 Lab Number: 10036 Project: Mercedes Benz TI Ph 2 Architect: MAA Client: Mercedes Benz Engineer: R2H Address: 2250 Rutherford Rd. Contractor Pacific Providence Carlsbad, CA Sub Contractor: S & S Grading & Paving Attn: Building Authority: city of Carlsbad FIELD TEST-CONDITIONS AND RESULTS (ASTM C 31) Sample Date: 9 /4 /2018, Material Supplier: Robertson's Time:9:30am , Mix l.D. NO: Rs450P42 Sampled By: PF Water Added On Site, Gal: n/a Design Strength Age: 28 Days Slump, in.: 5 (ASTM C 143) Design Strength: 4500 PS! Air Content, %: n/a (ASTMC 173) Ticket#: 3855087 . Concrete Temp, °F: 81 Truck#: 1346 Ambient Temp, °F: 70 . Time in Mixer: 90 Plastic Unit Weight, PCF: n/a Load #:1 Admixtures: n/a Placement Description: •' I Sample Location: West end of the center car lift room 105. . LABORATORY TEST RESULTS (ASTM C 39) 0 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture 10036-A .9/11/2018 7 48468 4.00 12.57 3860 86% 5 .10036-B 10/2/2018 . 28 10036-C 10/2/2018 28 ' 10036-D 10/2/2018 28 10036-E 10/30/2018 56 Remarks: Specimen Shape: Cylinder Specimen Size: 4x8 S Reported by: Compressive Test Machine: Machine Serial No.: TYPES OF FRACTURE 2:It ffl Typel - Type EL] Type LI Type Type Type REPORT OF CONCRETE CYLINDER TEST NOVA Services 4373 Viewndge Ave., Suite B San Diego, CA 92123 Phone: (858) 292-7575 Fax: (858) 292-7570 Project Number: Project: Client: Address: Mercedes Benz TI Ph 2 Report Date: 9/7/18 1018161 Lab Number: Mercedes Benz TI Ph 2 Architect: Mercedes Benz ' Engineer: 2250 Rutherford Rd. Contractor: Carlsbad,' CA Sub Contractor: 9912 MAA R2 H Pacific Providence S & S Grading & Paving Attn: Building Authority:city of Carlsbad FIELD TEST CONDITIONS AND RESULTS (ASTM C 31) Sample Date: 8 /2 8/2018 Time: 10:05am Sampled By: DB Design Strength Age: 28 Days Design Strength: 4500 PSI Ticket#: 3854486. Truck#: 1357 Time in Mixer: 81 Load #:i Admixtures: Water reducer Placement Description: Material Supplier: Robertson' s Mix I.D. No: RS450P42 Water Added On Site, Gal: 28. 5 Slump, in.: 5 (ASTM C 143) Air Content, %: n/a (ASTM C 173) Concrete Temp, °F: 90 Ambient Temp, °F: 72 Plastic Unit Weight, PCF: n/a Sample Location: cip thickened edge/pit walls 8 depressed S.O.G. area. LABORATORY TEST RESULTS (ASTM C 39 Test' - . ' Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture 9912-A , 9/4/2018 7 56489 4.00 12.57 4500 100% 3 9912-B 9 /25/2018 28 9912-C 9/25/2018 28 9912-D 9 /2 5/2018 28 9912-E 10/23/2018' 56 TYPES OF FRACTURE VNI N IR I Type 1 N Type 2 LJE Type Type lypeG Reported by: Remarks Specimen Shape: Cylinder Specimen Size: 4x8 Compressive Test Machine: Machine Serial No.: OJINSULATboN 'L.P. Fed. Id# 205576054 Lic. #888804 4 Insulation/Fireplaces Insulation Certificate Your Home/Building has been insulated with Certainteed Fiberglass Insulation products, which are designed for today's safety standards and tomorrows energy requirements. Fiberglass is inorganic and therefore permanently noncombustible, so it does not have to be treated with fire-retardant chemicals that will likely lose their effectiveness over time. It has not been treated with chemicals that can corrode wiring or metal. Fiberglass will not absorb moisture nor will it settle over time as many other Insulation materials. 1 This also certifies that Certaintëed Fiberglass Insulation has been professionally installed in this home/building to provide the followihg thermal øerformance and meets Title 24 requirements. Insulation is installed in the structure described below as follows: Work Area Item Installed Square Footage Attic Area'— Batts Ph3- New Hard Cap R-19 16" x 48" - Unfaced - Batts 600 Roof Area SRI F-2 33 x 96 Black • 4,666 Roof Area - SRI F-2 33 x 96 White 12,733 Sound Walls Ph3 R-11 16" x 96" - Unfaced - Wood Framing 400 Soind Walls Ph2 - R-11 16" x 96" - Unfaced - Wood Framing 100 r Job Name: Mercedes-Benz Design Center Job Address:2250 Rutherford Rd Carlsbad, CA 92008 * Expandable Foam Caulking to meet Title 24 Air Infiltration Standards is Included Signed Tom Berry - Director of Sales Date: October 5, 2018 R- Means resistance to heat flow. The higher the R-value, the greater the insulating power. Ask your builder for the fact sheet on R-values. Keep this certificate with your other valued papers. If you ever sell this home/building, this certificate should be passed on to the buyer. Azusa Branch #872 Palm Springs Branch #873, 9876 Escondido Branch #874 600 S Vincent Ave 72-060 Corporate Way 2061 Aldergrove Ave Azusa, CA 91702 Thousand Palms, CA 92276 Escondido, CA 92029 Phone: (626) 812-6070 Phone: (760) 834-3355 Phone: (760) 839-3200 GEOTECHNICAL i MATERIALS. SPECIAL INSPECTIONS NOVA SBE.SLBE'. SCOOP FINAL REPORT Construction Materials Testing Laboratory DATE: October 2, 2018 NOVA Project No. 1018161 TO City of Carlsbad Building and Development 1635 Faraday Avenue Carlsbad, CA 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND CONSTRUCTION MATERIALS TESTING PERMIT NO.: CBC2018-0102 PROJECT: Mercedes Benz TI Phase 2 2250 Rutherford Road Carlsbad, California The special inspection services and construction materials testing were provided / performed by: NOVA Services, Inc. 4373 Viewridge Avenue, Suite B San Diego, CA 92123 The work which we provided special inspection/construction materials testing for consisted of: SoIs, Concrete, Eloxy Anchors/Dowels. RESPONSIBLE MANAGING ENGINEER OF SPECIAL INSPECTION AGENCY & TESTING LABORATORY: James E. Parker State of California Registration Number: C41507 Expiration Date: 12/31/2019 I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection and/or material sampling and testing for the structure/s constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by The City of Carlsbad. Executed on October 2, 2018 F, ESSi0,ç NO. 41507 * 4373 Viewridge Avenue, Ste. B I San Diego, CA 921231 P: 858.292.7575 F: 858.292.7570 S I - J.• . HORRO CIK.S 16466 Bernardo Center Drive, Suite 279 E0 San Diego, CA 92128 Office: 858.673.8416 - www.horrocks.com August 14, 2018 VIA EMAIL (Christopher.rhoades@daimler.com) Mr. Christopher Rhoades o Mercedes-Benz Advanced Design Center 2250 Rutherford Road Carlsbad, CA 92008,. Re: Mercedes-Benz Modeling Pit Caissons Dear Mr. Rhoades: R21-1 Horrocks has been informed that twenty (20)12" diameter x 10'-()" deep caissons will be added below the new 52'x14' (approx.) showroom vehicle lift. The caissons will be spaced in a grid approximately 10'- 0" on center or less and poured monolithically with the floor slab. The addition of these caissons is acceptable provided one (1) additional #5 bar each way is installed in the floor slab and runs continuously over the center of each caisson. All structural elements specified on the contract drawings are required to be installed per plans. Should you have any questions or need any additional information, please do not hesitate to contact our office. Thank you. . Sincerely, . . 1121-1 HORROCKS Robert Hendershot Principal 5' •- 0- 15J2018 Mail - Ron@pacificprovidence.cc JR Drilling phase 2 - caissons - Friday vjo~w David Lewis <DLéwis@usa-nova.com > trot ' Wed 8/15/2018 9:50 AM To:Dispatch <dispatch©usa-nova.com>; Cc:Rick Day <rick@pacificprovidence.cc>; Mb Jordan Stockham Sculpting Manager <jordan.stockham@daimler.com>; Gina Kostecki <gina@pacificprovidence.cc>; Wail Mokhtar <WMokhtar@usa-nova.com>; Ron La Fleur <Ron@pacificprovidence.cc>; Mike Day <mike@pacificprovidece.cc>; Steve - S&S Grading <s-sgrading@sbcglobaLnet>; Mb Chris Rhoades Senior Design Manager <christopher.rhoades@daimler.com>; Hi Julie, I just spoke with Ron and we need to schedule a staff geologist/engineer to observe the depth and size of the diameter during the drilling of the caissons. David Lewis - SVPJ,BD NOVA Services, Inc. SLBE, SBE Cell: 619-944-8889 dlewis@usa-nova.com Civil Engineering Geotechnical Engineering Fault Studies Grading/Shoring Observation Construction Survey Special Inspection Laboratory Materials Testing Stormwater Monitoring From: Ron La Fleur <Ron@pacificprovidence.cc> Sent: Wednesday, August 15, 2018 9:00 AM To: David Lewis <DLewis@usa-nova.com> Cc: Rick Day <rick@pacificprovidence.cc>; Mb Jordan Stockham Sculpting Manager <jordan.stockham@daimler.com>; Gina Kostecki <gina@pacificprovidence.cc>; Mike Day <mike@pacificprovidence.cc>; Steve - AS Grading <s- sgrading@sbcglobal.net>; Mb Chris Rhoades Senior Design Manager <christopher.rhoades@daimler.com> Subject: Drilling phase 2 - caissons - Friday David, FYI I contacted Julie at dispatch and rquested a special inspector on Friday for a full day starting at 8:00 to confirm the 10' depth of the 20 - 12" concrete caissons at the center platform pit in the phase 2 area. https-J/ouok.offioe.com/owa?realm=pactficprovidence.cc&exsvurl=1&ll-cc=1033&modurl=0 112 8115/2018 Mail - Ronpacificprovidence.cc Ale have a stamped letter from the structural engineers approving the use of the 20 - 12" x 10' deep concrete caissons with a 6" cage of #4 rebar. Pacic \. 4PR fi OVtDE.NC€ CON ST R U CTIO.N Ron LaFleur Project Manager Pacific Providence Construction, Inc. 760-500-1977 C 760-758-1226 p 760-758-1613 f Ron.@.pacificprovidence.cc hftps-J/oullOk.o.com/owa/?realm=pacificprovidénce.cc&exsvur=1 &JJ-cc=1033&modurt=O 212 Ghostrider inc. Any Where Any Time PH. 760-473-5052 Around the World, Around the Clock PH. 858-212-5660 P.O. Box 1120 Fallbrook, CA 92088 E-mail, twghostriderOl@yahoo.com _E-mail, ghostriderinchotmail.com @ )DAILY INSPECTION REPORJI WENT Owner PROJECT State Mixed Use 30 DATE 11/19/2018 ADDRESS 3068 State Street ARCHITECT MM Architects CITY Carlsbad, CA 92008 2173 Salk Avenue, Suite 250, Carlsbad, CA 92008 JOB# Ghostrider, Inc. ENGINEER K & S Engineering, Inc. BUILDING PERMIT/DSA/OSHPD# CB152398 7801 Mission Center Court, Ste. 100, San Diego, CA 92108 i'i*ii FILE# Not Applicable CONTRACTOR Richard and Richard W.O.# Not Applicable Reinforce Masonry Rebar: Gr/Type: 1* A-615/Grade 60 Approved Plans Available Pre-Grout Rebar Clearances Pending First Lift Rebar Positions Per Plans Low Lift Rebar Sizes Per Plans Rebar Laps Per Plans Weather Sunny Bright Safety Gear: Hard hats,G lassel REMARKS: Inspected rebar for masonry walls along GL C between GL's 4 + 5, along GL the entirety of GL A (MW-1 walls), MW-1 walls between GL's A + B and between GL's 4+ 5, and a small section along GL 2 between GL's A +B on project as shown on approved plans. Rebar was found to be of grade, size and in conformity with approved drawings for project. Footings were dry and free of excess mortar and debris. Work on project is ongoing. Note: Some masonry pilaster bars did not have proper clearance to masonry shells, Contractor has been notified and plans to rectify clearances before grout pour tomorrow, clearances will be checked at time of pour. Contractor is in the process of adding masonry shells to the face of C12 pilaster along GL 2 just south of GI A. Plans call for a 16" masonry pilaster, contractor used 12" block and cut faces off and is now rebuilding to correct 16" dimension. First lift and first grout on project. Ei71FIC4110111 OF COMPLIANCE: To the best of àurknowledge, all c,f the reported work unlessoiherwise noted, substantially complies with approved plans. spedftaMmiand applicable sections of the building codes. For this report to be valid it must have afinal report, signed by the special inspector, stating "Final Report of Inspection and material testing". Without jinal report this document is invalid. This report covers the locations of the Wa kreported only and doesn't constitute engineering opinion Grp- ject controi Time in: Time out: Signature —cL-----_------- ianLogue Authorization: THE DEPUTYS ICC & San Diego #1332: This is not government (urn,. The Federal, State, County and City seals only signify that inspections are conducted under Federal, State. County and ON Codes (2016, CB.CI. This docoment Is not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. Ghostrider, Inc. 01-2008. Rev. (19) 1/2016 Ghostrider inc. Any Where Any Time PH. 760-473-5052 Around the World, Around the Clock PH. 858-212-5660 P.O. Box 1120 Fallbrook, CA 92088 E-mail, twghostriderOl©yahoo.com E-mail, ghostriderinc©hotmail.com OJENT Owner DATE 11/16/2018 ARCHITECT MM Architects 2173 Salk Avenue, Suite 250, Carlsbad, CA 92008 ENGINEER K & S Engineering, Inc. 7801 Mission Center Court, Ste. 100, San Diego, CA 92108 CONTRACTOR Richard and Richard PROJECT State Mixed Use 30 ADDRESS 3068 State Street aTy Carlsbad, CA 92008 JOB # Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CB152 398 PLAN FILE# Not Applicable W.O.# Not Applicable u419.*LiJ L1iL1j I1 Column Rebar Rebar: Gr/Type: It A-615/Grade 60 Approved Plans Available In-place,WaII Rebar Steel, Box Tube: #A-500 Rebar Clearances Pending-Column Struc. St. Welding Rebar: Gr/Type: It A-706 Rebar Positions Per Plans Electrode: It E71T-8 Rebar Sizes Per Plans Rebar Laps Per Plans A.W.S. D1.8 Sunny Bright Electrode Storage Wire Storage REMARKS: Inspected lap splices for the following, foundation level, columns (Deck & Foundation Verts.) on project as shown on approved plans on S1.0, GL Intersections: A.5&5, B.5&5, A.5&4.2, B.5&4.2, A.8&3, A.4&1.5, A.8&1.5 and B.2&1.5. Lap splices were correct according to lap splice schedule on S0.1. Rebar for elevator pit, cast-in-place walls. Walls were of correct grade, size and in conformity with the approved drawings. Inspected (field) welding for the rebar to steel column as shown on approved drawings (at GL Intersection 3&B.2/S1.0). Welders are using a low-hydrogen (F.C.A.W.) welding process on projects weldments. Welders have current "Welder Qualification Records" and "Procedure Qualification Records" per the requirements of the "American Welding Society". D1.1. Work on project is ongoing. Time in: Time out: Signature i!yIorWi Authorization: THE DEPUTYS ICC & SAN DIEGO #1287: This is not a government form. The Federal, State, County and City seals only signify that inspections are conducted under Federal. State. County and City Codes 12016'; CB.CI. This daa,,mentis not used/or advertising, mo,*eting orpmmotions This document Is used to convey compliance with the Codes. Ghostrider, Inc. 014008. Rev. (19) 1/2016 (Paafr PROVIDENCE CO N ST RU CTIO N 31619 Via Puerta Del Sol Bonsall, CA 92003 Lic. B 923539 Request For Information CLIENT: Mercedes-Benz Design Center DATE: 7/25/18 ADDRESS: 2250 Rutherford Road RFI #12 CITY: Carlsbad, CA 92008 PROJECT: Job 1809 ADDRESS: same CITY: same REQUEST MADE BY: Ron LaFleur - PPC Please review and comment on the following items as soon as possible to ensure that your project stays on schedule. Please contact Ron LaFleur - 760-500-1977if you have any questions. Thank you for your prompt attention to this matter. ITEM# RFI #12 Ceiling joist chart. The framing for the ceiling joists in the mens bathroom over the urinals is built with 20ga 3.5 material. The span is 12'- 5" above the urinals, and 11 '-5" above the toilets and door. This was built using the attached ICC ESR-3064P chart The chart on the plans D14 / AD2 allows for a different lesser span then what is called out on this attached chart. Note #1 states or approved equal. The framer built the ceiling using the attached chart, the inspector would like documentation from you that this is acceptable. A 3-5/8" 20 ga. strongback was installed midspan. Which allows for the span and spacing. Will the use of this ICC ESR-3064P chart be able to superceed the chart on the plans - D14 / AD2 for the city Inspector to use for inspection? MAA Architects Response It is acceptable by MAA Architects to utilize the attached Allowabel Ceiling Span chart. This chart complies with ICC ESR-3064P as well as the standard Steel Stud Manufactures Association span chart. Kirk Moeller 7-25-18 BY THE ØflJ. SYSTEM ThiCqE$3 EPESTS ror Si. SIMTOFt JOT. T. !.ctAren.F ThE 06104 INWIESS, - FLIRG CELM SMIULLEM T. FOR SWM SPANS ALOWPAE CEL4G PAi4 CAUAAflN$ BASED ON MM yinb SrRthCTh S7EEL 3 MIUI(S. US I 5PM4 MACED VAWE$ 4. END BEARNG WGTI I • 4 PSF IAWRAJ. suN1oalrQF OC3IMES$1Ot4 RAGE T jo SPAUM ,oc Tj ç _j_ir 24 t.r i-r 27 Ify-r '° J..w .! 1741 312S I 'ii Ia.? Jr ¶54 144 i14 3SI25 33 w-r q 1-2 t4'40 t3ff. z.r i.r ' - I2O 112 1U0 tT71 15•-11 362S137 27 33 12-Ir U-lr I 1O4 194- Z2S137 43 -- -.--.4 i3• ir ir-r 27-o iee- w-r I 22'rl IC-T _302ST62 (_3 lt2r 3=1622 1 Ii.ir 4* i$3 20.T irq 125 27 117-11*10-11 9.11 ' ! 4=125 30 fl4 ICr wr I54r I44 W4 3- w-o---w-w ir W•T .3 i7IF 4mslzs i3ü 124 11u'.r 183 If-Ir 1P'4 1B-4 i ____ V90- 14. 4=137 J 27 1214, 11"S J_10'3 4OOSi37 I 40S01 L . ir i!._ IS .r W'O 1?0 15W i.r i?'6 L33 2I5 W.W lrq 4S-1 L' .r 15.3 Vro 23-r 21-7 19'4 WOUS 1 27 1 rir 1-4 17.WØ 1• 18'.5 T.i 18.11F ir ! 2I$ Mir t14 1S i.io ir.iO' MSI25 3.0 12'4 11.io iur 33 iT i3 W.O- OCS1.2 43 5 l3-I t4'ITAW iii'r 600S137 33 14'.W 14 17$' 43 153 1O' 135' 23r-l' 21_5' WV 2I1 1' L33 le-ir 15' u5r ii-r 29 r 24.c 6S2.: _I43, 11O' [19-7 I_s_ rr p ...!. !u4•_ SCALE I?- E-O' ITEM# I RFI #12 Ceiling joist chart Response EsGil A SAFEbuitt'Company DATE: 5/2/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0102 SET: II PROJECT ADDRESS: 2250 Rutherford Rd. PROJECT NAME: Mercedes Benz Tenant Improvement U APPLICANT U JURIS. The plans transmitted herevithhave been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. Eli 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 ch&ck list is enclosed for the jurisdiction to forward to the applicant contact person. - The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / Telephone #: Date contacted: / (bye ) Email: Mail Telephone Fax In Person LII REMARKS: By: Jason Pasiut Enclosures: EsGil 4/26/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 DATE: 3/2/2018 JURISDICTION: Carlsbad F I. EsGil ASAFEbuittCornpany LI APPLICANT /11 JURIS. PLAN CHECK#.: CBC2018-0102 SET:! PROJECT ADDRESS: 2250 Rutherford Rd. PROJECT NAME: Mercedes Benz Tenant Improvement 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 odeswhen 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. The applicant's copy of the check lit is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Kirk Moeller El 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: Kirk Moeller Telephone #: 760-431-7775 Date contacted: 312. Jis (by Email: kirk@maaarchitects.com 6 au Telephone Fax In Person REMARKS: - By: Jason Pasiut Enclosures: EsGil 2/23/2018 ri 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 18-0102 3/2/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0102 JURISDICTION: Carlsbad OCCUPANCY: B, FI,SI USE: Auto Design TYPE OF CONSTRUCTION: VB ACTUAL AREA: 33,390sf. ALLOWABLE FLOOR AREA: within STORIES: 1 HEIGHT: unchanged SPRINKLERS?: YES OCCUPANT LOAD: 135 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 2/21/2018 . ESGIL CORPORATION: 2/23/2018 DATE INITIAL ELAN REVIEW PLAN REVIEWER: Jason Pasiut COMPLETED: 3/2/2018 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code andstate laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law: To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2018-0 102 3/2/2018 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0102 PREPARED BY: Jason Pasiut DATE: 3/2/2018 BUILDING ADDRESS: 2250 Rutherford Rd. BUILDING OCCUPANCY: B, Fl, SI BUILDING PORTION AREA (Sq. Ft) Valuation Multiplier Reg. Mod. VALUE ($) 3489 46.51 162,273 Air Conditioning Fire Sprinklers TOTAL VALUE 162,273 Jurisdiction Code Icb 113y Ordinance 1997 UBC Building Permit Fee V I $849.711 1997 UBC Plan Check Fee I $552.311 Type of Review. El Complete Review El Structural Only El Repetitive Fee Repeats El Other Hourly EsGil Fee Hr. I $484.331 Comments: Sheet 1 of 1 Carlsbad CBC20180 102 r 3/2/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential 'projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The Citywill route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego,' CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE:. Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. . PLUMBING Please show on the plumbing plan that the drainage piping is vented by means of one or more vent pipes with an aggregate cross-sectional area that is not less than that of the sewer pipe. CPC 904.1. Please show all vent pipe sizes proposed. (3 small branches coming off the I 1/2' vent in the men's restroom; small branch at ladies water closet, small branch coming off the floor drain in the ladies restroom, the long branch in the ladies restroom from the lavatory to the connection at the shower wall). . MECHANICAL Show on the plans how the installation of new mechanical equipment on the roof will meet, the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage,. and applicable section of 13.6 unless exempted by 13.1.4. Show on the plans that the existing structural framing is sufficient to support the weight of the new RTU being installed. CMC 303.8. END OF REVIEW To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: E3 Yes 0 No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468; to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Jason Pasiut at Esgil. Thank you. .4 13.Engineerin99 Inc. STRUCTURAL CALCULATIONS MERCEDES BENZ TI FOR MAA ARCHITECTS SUBJECT SHEET NO RoofDesign ........... .......... ............... ................................. 1-8 Pit/Turn Table Design .............................................................................................................................9-14 Job No.: 18006 Designed By: JAP Date: 03/26/2018 : Checked By: BTB 16466 Bernardo Center Dr. #279 Lehi, UT San Diego, CA 92128 Las Vegas, NV 858.673.8418 RH Engineering, Inc. JOB NO.to6 PROJECT_ML(S SJ J TI •DATE I/25/20./5 BY ZAP SUBJECT bF CWeCk. SHEET OF P4'L.W t.A/ too 31q/t-r4i 13Att -r4 &4 acpsf .'.z,Xr/1= SP. Ly 1i.X) (L ps4. (icrA- I)I(OS) oac5c (i'J 3,g,o/bs L.(' 26p t1 4LJ T5, b 7br c.O#DS ?,3c'I5 cb PARLt L/ Sk>r,,fl A: I B&kil -?-/Pt- r-l3 't-t77,i g e,w £..o, . p3-c AtrJ = de., Ps Sk6- UJT. 5.ojf Ftme i4crt;. &L- FoA ,1 4 Afo/ •brz ae,o ao lh.s 7 EA eLID (?L)). L-t f¼ :I Q ). L- ir-2 Lr a;(4&)- (iz4tj* o. c 4 '/8o lbs , +&F64 .Io/bJ3/Zo/bs +ffb5 -415 b5 34. IM.s 4 RH Engineering, Inc. JOB NO. 2 PROJECT 4cP-cg 736-, liT DATE BY SUBJECT c't -4C.- SHEET OF C AcZ.'xujj 9 -t7 D. = 4L1e'i s . TOTAL, D Xi o:: 40 s 14 11i'E z-57M Lqt 1- A o t19.. R'i rr ' 4' ooç Dr-4(7 4i - To rF 7"f5 ,4r/ GA5 T// 2'OF trA?,),,4o1f1l, * I _757rM( gjvF A 4 ',4j;3, L768 -y (re4) -'( LAJ -I2'-cY' OF Sy 74 * - - -i'o14L MJE4 o i'. 1&) I26 /t/ 4SWTM ,3'i/ rc g4,4, (AiJ A •.> Alt -co iP. TO r72'b1 RovT 42e'4J 1z fe ) ?5c (9'J z o.c'k T k) gxF',4I2&4s -)6L 3ky&c4,41-pj- s 76I ,/4(5 5 / , 5 ,4SCS Jb Zt'R& yZ2 7N r '(4&M; NO T '-" 4''A) /c7 ic Li /3 )tIFt I6A)Y It.&1.i Title Block Line 1 Project Title: 3 You can change this area Engineer Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 - Pñnted: 14 FEB 2018, 11:47AM Wood Beam File S:\18\18006--1\2-CALC-1\MERcED-1.EC6 I ENERCALC. INC. 1983-2017. Build:6.17.3.29. Ver:6.17.3.29 Description : New Girder (Skylight Support w/ 250 lbs Live Point Load) Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties -Analysis Method: Load Resistance Factor D Fb - Tension 1,350.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 - Fb - Compr 1,350.0 psi Ebend- xx 1,600.0 ksi Fc - Pl 925.0 psi Eminbend - xx 580.0ksi Wood Species : Douglas Fir - Larch . Fc - Perp 625.0 psi Wood Grade : No.1 - Fv 170.0 psi - Ft 675.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling ....__---------.--*.,--... ----------------------------------..- . . V - V 4x10 .............. .........................., ........................ Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Point Load: Lr = 0.250 k 4.0 ft, (Live Roof Load From Skylight) Uniform Load: 0 = 0.0050 ksf, Tributary Width = 6.0 ft, (Dead Load From Skylight) [DESIGN SUMMARV . - - Maximum Bending Stress Ratio = 0.0921 Maximum Shear Stress Ratio = 0.054 :1 ' Section used for this span 4x10 Section used for this span 4x10 fb : Actual 277.77 psi fv : Actual = 15.94 psi FB : Allowable = 2,799.36 psi Fv: Allowable = 293.76 psi Load Combination +1.200+16OLr+050L+160H Load Combination +1.200+1.60Lr+0.50L+1.60H Location of maximum on span , 4.000ft Location of maximum on span = 7.241 ft Span # where maximum occurs = ' Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.013 in Ratio = 7652 >=360 - Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.022 in Ratio = 4396 >=180. Max Upward Total Deflection 0.000 in Ratio = 0<180.0 ---------------------------------.---------------•--------.--.-.----------------- ------.-----------.--.----.•- - . .- L Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress M Ratios V C FN C i Cr Cm C t CL Mu Moment Values lb Fb Shear Values Vu fv Fv +1.400+1.60H . . 0.00 0.00 0.00 0.00 Length =8.0ft 1 0.047 0.035 0.60 1.200 1.00 1.00 1.00 1.00 1.00 0.41 99.67 2099.52 0.17 7.78 220.32 +1.200+0.5OLri-1.60L+160H • 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.0 ft 1 0.052 0.033 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.61 145.54 2799.36 0.21 9.57 293.76 +1.200+1.50L+0.50S+1.60H -. 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length r8.0ft 1 0.031 0.023 0.80 1.200. 1.00 1.00 1.00 1.00 1.00 0.36 85.43 2799.36 0.14 6.67 293.76 +1.200+1.5OLr+050L+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.0 ft 1 0.099 0.054 0.80 - 1.200 1.00 1.00 1.00 1.00 1.00 1.16 277.77 2799.36 0.34 15.94 293.76 +1.20D+160Lr+050W+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.099 0.054 0.80 1.200 1.00 1.00 1.00 1.00 1.00 1.16 277.77 2799.36 0.34 15.94 293.76 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed: 14 FEB 2018, 11:47AM d B File S:\18\18006--1\2-CALc-1\MERcED-1.EC6 00 earn ENERCALC, INC. 1983-2017, Build:6.17.3.29, Ver:6.17.3.29 Lic. # : KW-06000291 Licensee : R2H ENGINEERING INC. CA Description : New Girder (Skylight Support wl 250 lbs Live Point Load) Load Combination Segment Length Span '# Max Stress Ratios M V X C FN C i Cr Cm C C L Mu Moment Values lb Fb Shear Values Vu f'.i Fv +1.20D+0.50Li-1.605+1.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.Oft 1 0.031 0.023 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 2799.36 0.14 6.67 293.76 +1.200+1.605+0.50W+1.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.031 0.023 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 2799.36 0.14 6.67 293.76 +1.200+0.5OLr+050L+W+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.042 0.026 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.61 145.54 3499.20 0.21 9.57 367.20 +1.200+0.50L+0.505+W+1.60H : 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.024 0.018 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 3499.20 0.14 6.67 367.20 +1.20D+0.50L+0.205+E+1.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.oft 1 0.024 0.018 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 3499.20 0.14 6.67 367.20 +0.90D+W+0.90K 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.0ft 1 0.018 0.014 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.27 64.07 3499.20 0.11 5.00 367.20 +0.900+E+0.90H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.0ft 1 0.018 0.014 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.27 64.07 3499.20 0.11 5.00 367.20 [bvera - Load Combination Span Max. %" Deft Location in Span Load Combination Max. + Dell Location in Span 0.0218 4.029 0.0000 '' Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support Overall MAXimum 0.273 -, 0.273 Overall MINimum 0.089 0.089 +D+H 0.148 0.148 0.148 0.148 +D+Lr+H 0.273 0.273 +D+5+H 0.148 0.148 +D+0.750Lr+0.750L+H - 0.242 0.242 +D+0.750L+0.7505+H , 0.148 . 0.148 +D+0.60W+H . ' 0.148 0.148 +0+0.70E+H 0.148 0.148 +D+0.750Lr+0750L+0450W+H 0.242 0.242 +D+0.750L+0.7505+0.450W+H 0.148 0.148 +0+0.750L+0.7505+0.5250E+H . 0.148 0.148 +0.60D+0.60W+0.60H 0.089 0.089 +0.60D+0.70E+0.60H 0.089 0.089 D Only 0.148 0.148 LrOnly 0.125 0.125 L Only S Only WOnly . E Only H Only 5 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 - - Printed: 14 FEB 2018, 11:46AM Wood Beam File" S:\18\18006--1\2-CALc--1tMERcED-1.Ec6 I ENERCALC. INC. 1983-2017. Build:6.17.3.29. Ver:6.17.3.29 Description: New Girder (Skylight Support w/ 20 psf Live Load) < F CODE REFERENCES -II THIS LOAD COMBINATION GOVERNS BECAUSE IT YEILDS THE LARGERST DEFLECTION AND SUPPORT REACTIONS. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Matérial_Properties Analysis Method: Load Resistance Factor D Fb - Tension 1,350.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10. Fb - Compr 1,350.0 psi Ebend- xx 1 ,600.0ksi Fc - Pl 925.0 psi Eminbend - xx 580.0ksi Wood Species :.Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade No.1 Fv 170.0 psi Ft 675.0 psi Density 31.20pcl Beam Bracing : Beam is Fully Braced against lateral-torsional buckling ----* ....- ....................................-....----.--.-----*.-----.-..--.--.-...........--...-.--.. - 0(0.03) Lr)0.12) + + A,lu1 Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Uniform Load:, 0 = 0.0050, Lr = 0.020 ksf, Tributary Width = 6.0 ft, (Dead & Live Load From Skylight) EDEsIGNSuMrARv _J:T Maximum Bending Stress Ratio = 0.162 1 Maximum Shear Stress Ratio -- = 0.121 : 1 Section used for this span 4x10 Section used for this span 4x10 fb : Actual = 454.73 psi fv : Actual = 35.50 psi FB : Allowable = 2,799.36p5i Fv: Allowable = 293.76 psi Load Combination +1.200+1.60Lr+O.50L+160H Load Combination +1.200+1.60Lr+0.50L+1.60H Location of maximum on span = 4000ff Location of maximum on span 7.241 It I Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.030 in Ratio = 3187>=360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.039 in Ratio= 2436>=180. Max Upward Total Deflection 0.000 in Ratio = 0<180.0 I Maxrn,um Forces& Stresses for Load Comations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C FN C i Cr Cm C t C L Mu fb Fb Vu fv Fv +1.400+1.60H 0.00 0.00 0.00 0.00 Length =8.0ft 1 0.047 0.035 0.60 1.200; 1.00 1.00 1.00 1.00 1.00 0.41 99.67 2099.52 0.17 7.78 220.32 +1.20D+05OLr+160L+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.Oft 1 0.072 0.053 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.84 200.84 2799.36 0.34 15.68 293.76 +1.20D+1.60L+0.505+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.oft 1 0.031 0.023 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 2799.36 0.14 6.67 293.76 +1.20D+1.60Lr+050L+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.oft 1 0.162 0.121 0.80 1.200 1.00 1.00 1.00 1.00 1.00 1.89 454.73 2799.36 0.77 35.50 293.76 +1.20D+1.60Lr+050W+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.162 0.121 0.80 1.200 1.00 1.00 1.00 1.00 1.00 1.89 454.73 2799.36 0.77 35.50 293.76 +1.20D+0.50L+1.603+160H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: 6 You can change this area V Engineer: Project ID: using the Settings menu item Project Descr: and then using the "Printing & V Title Block selection. . V Title Block Line 6 - V Pnnied: I4 FEB 2018,11:46fiM Wood Beam File= S \18\18006-1\2-CALC-1\MERCED-1 EC6 . .. ...., ENERCALC, INC. 1983-2017, Build:6.17.3.29, Ve6.17.3.29 Description : New Girder (Skybght Support wl 20 psf Live Load) Load Combination . Max Stress Ratios Moment Values Shear Values Segment Length SpaA # . M V .0 FN C i Cr Cm C I CL Mu tb Fb Vu fv Fv Length = 8.0 It . 1 0.031 0.023 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 2799.36 0.14 6.67 293.76 +1.20D+1.605+0.50W+1.60H . 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.Oft 1 0.031 0.023 0.80 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.43 2799.36 0.14 6.67 293.76 +1.200+0.5OLr+0.50L+W+160H . -1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.057 0.043 1.00 . 1.200.. 1.00 1.00 1.00 1.00 1.00 0.84 200.84 3499.20 0.34 15.68 367.20 +1.200+0.50L+0.505+W+1.60H . . 1.200 .1.00 1.00 1.00 1.00 1.00 V 0.00 0.00 0.00 0.00 Length r8.0ft . 1 0.024 0.018 100 1.200 100 100 100 100 1.00 036 85.43 3499.20 0.14 6.67 36720 +120D+050L+020S+E+1.60H 1.200 1.00 1.00 1.00 1.00 1.00 000 0.00 0.00 0.00 Length = 8.0 ft - 1 0.024 0.018 1.00 1.200 1.00 1.00 100 1.00 1.00 0.36 85.43 3499.20 0.14 6.67 367.20 +0.90D+W+0.90H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.oft 1 .0.018 0.014 1.00 1.200 1.00 1.00 1.00 100 100 0.27 64.07 3499.20 0_11 5.00 367.20 +0.90D+E+0.90H . 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.oft 1 0.018 0.014 1.00 .1.200 - 1.00 1.00 1.00 1.00 1.00 0.27 64.07 3499.20 0.11 5.00 367.20 -? [veraII Maximum Deflections Load Combinalior Span - Max. "- Deft Location in Span Load Combination Max. +" Defi Location in Span +D+Lr+H - 1 0.0394 4.029 0.0000 0.000 L rs .. Support notation : Far left is #1 Values in KIPS Load Combination 'Support 1 Support 2 . Overall MAXimum - 0.628 - 0.628 Overall MiNimum V 0.089 0.089 +0+1-I . 0.148 0.148 - +D+L+H - ' 0.148 0.148 +D+Lr+H - . 0.628 0.628 +D+S+H . 0.148 0.148 +D+0.750Lr+0750L+H - 0.508 0.508 +D+0.750L+0.7505+H - 0.148 0.148 +D+0.60W+H 0.148 0.148 +D+0.70E+H - . 0.148 , 0.148 +D+0.750Lr+0.750L+0450W+H 0.508 0.508 +D+0.750L+0.750S+0.450W+H V - . 0148 0.148 +D+0.750L+0.750S+0.5250E+H - 0.148 0.148 +0.60D+0.60W+0.60H • 0.089 0.089 +0.60D+0.70E+0.60H 0.089 0.089 D Only 0.148 - 0.148 Lr Only 0.480 0.480 LOnly Sonly WOnly EOnIy H Only - 7 ASCE Live and Roof Live Load Reduction File R:kprojects\18kl8006-1\2-MC-I\MERCED-l.EC6 lit it'ATE'I1I1I4}.1 [jyeLd ReductiäWPer ASCE f Section 4.8 & Reduced Description Load Type Lô AT: Trib Area K LL Roof Pitch Ri R2 L -or- Lr Roof Live Reduction Roof Live 20.0 psf 960.0 sq ft FIat 0.60 1.0 12.0 psf Engineering, Inc. JOB NO. /cb 8 PROJECT I7,-D5 r?,~7Pq 7Z DATE BY S1LP SUBJECT tu.'ai. SHEET OF o-rj t9 Ek c-v frs AD.44kAA7& 71) &-PPJ2r Pt DrrOI J5 l -4t) r'tt LA I •1 •1 L , L 'I Gx s k"'TY S4'- L&)&ii I LOAD .LrJ oOØ o4 w ; j L-i Mro o o (F?cwt J,4Jç) L o4 oJ I2 ps-P 4 TR.si Ai?jA 'Tt T-r8 zc7-A S'7L- L4.lrR 3 -t'P ?OP t 7T3- I T6-TA C 1LoAD 47j Tt 766 Z 1 I I D4D ikfl OF?OP TS R-4-JD (/ ?'p To N4 A 77'1L ro7?9 F4LT4. o 165,/' 7eo it 5r?.2 fZ.4i rs -rc 0i3 _c_'-703.? 7-- OF W-F 72i'( rS6 rL- 7N 4.6555 4 . TcTL L - t. I I 4 R2H Engineering, Inc. JOB NO Jc PROJECT: 4'1L DATE P BY JA P. SUBJECT. PXT 76A90 T$3E 40 SHEET OF D(f TS Fosz. TH Prr. Fc1. /z57a'b —Diry ciF P4I4 CpJ:'i7c pcf (srt). Ai pr5r () 's F6 - A4e. A,&,//r (A:c J .5 25S.c.-Z /)5. Ai áF P14 r,6 'A p.J ? f - r -ss'i (.75/i (1s-c) ' l 5ULICATCOO' c,4O 9J (FtiR T1579k)J D ? ' D - * LI10 1 * Z$7OJ --• 1 ZJ e.Zj =/o3 W kr15. L'u. Tl Z Ccw r- Ro4t 2 C,411.5 0U OP 1't476. c74 '> (A'p iJ/39 IAP o pçf' 4E 4= ;o. 5r5 t (.5-) -) L 2 T2 I5 TP TM 7/jA-' L?i4D C F' CADt&& /'A D'w CSoA('.I -. - JH6L S67S' -PA 0 L,4 Z4 Vr 7-y C &-)7cS • . - 'o'z; _bt ry04 b /b, 9 - pjflppjflp tnt JOB NO. 1c?6 PROJECT I1 cJ'5 1k)? TI DATE /5/2 / BY iAP SUBJECT' 0r/t 7/8Z (//<. SHEET OF Y4'5 (i(4 Ahl i4 7A) Dk pu- raf i- oi I i• .ciii ,Q7 c)1.cRc1) - j-"x *WAL, d "Ouz .. ... .- + - - ----.• 1- - t .- . - cLAvs1 7 o7A$ . - ,. I 4 . . 1PL4T .. 4. . * .7. \ IdB,b4 - - + - 4 + - i - / -•. - * I 4,, 4 ' + -+ - ---- - ' ____________________ _________________ - "'t . ., 1 ---•••'- -- _____I_____ - 44 ... •,. .cAbv-fOJ. '. .4. 7-- 1: -' --I k/, 63 - L3 Tt L z 2 i4 (cl -41 J' '71 (ift)/2J ,A * 'VzC 10 11 - J'norina,rina 1np JOB NO. I PROJECT '4')s T DATE BY i'4 P SUBJECT f&"61/6-C<-lZVtA& SHEET OF .1 _.. I. VI - 4 4.. .4 4... ., •j 4 •,•1/ T 4 -'i ...::. b-4iIi "k - 4 .7 - 4 f • - . .....1 " $V 4Ly5S f U i1,tL hAss J /) 6tp 471 -.4 .....4. 44 4 .4 4 . 4 4 ,. •.._.*.4.. - + •. 4 . . . . S .4 1 4 . 4 - . 4, Title Block Line 1 Project Title: 12 You can change this area , Engineer: Project ID: using the "Sethngs" menu item Project Descr: and then using the "Printing& Title Block" selection. - Title Block Line 6 , . Printed: 7 FEB 2018, 8:09AM Point Load on Slab - - - - - File= S:kl8k18OO6-1\2-CALC-iWERCED-l.EC6 ENERCALC INC 19834017 Ver617329 ILic. # : KW-06000291 Licensee R21-1 ENGINEERING INC. CA Description;. Pit & Turn Table(U) 'RiLC6fes Calculations perACl 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 Anal ical Values d - Slab Thickness . 6.0 in Ks - Soil Modulus of Subgrade Reaction 110.0 pci ES - Reqd Factor of Safety 3 0 : 1 Ec - Concrete Elastic Modulus 3,644.15 ksi f - Concrete Compressive Strength 4.50 ksi -Poisson's Ratio 0.150 Mm. Adjacent Load Distance 41.921 in Pn = 1.72 [(Ks RI I Ec) 10,000 + 3.61 Fr dA2 Min Adjacent Column Distance = 1.5 * ( [ Ec d"3/(12 * (1- u12) Ks] A 1/4) Ks = Soil modulus of subgrade reaction. , Ec = Concrete elastic modulus Ri = 50% plate average dimension * srt( PIWid PlLen) /2 d - Slab Thickness Ec = Concrete elastic modulus , .. u - Poisson's ratio Fr - Concrete modulus of rupture= 7.5 sqrt( f'c) Ks = Soil modulus of subgrade reaction d - Slab Thickness CapaciyTabie .J.:. Plate (in) RI Applied Concentrated Load on Flate - (kip) Governing Pu Pn Load ID Wid I Len (in) D Lr L S W E Ld Comb (kip) (kip) Check Pit 1.00 1.00 0.50 1.40 0.60 +D+L 2.0 116.9 Pass, FSr58.43>r3 'Center Bea 18.84 18.84 9.42 3.00. 11.00 +D+L 14.0 200.7 Pass, FSr14.34>r3 iTWheel Se 7.47 6.31 3.43 0.30 4.00 +D+L 4.3 144.4 Pass, E533.59>3 Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section lbs = Moment .... Actual ft-I = Moment.....Allowable ft-I = .Shear ..... Actual psi = Shear ..... Allowable psi = Wall Weight psf = Rebar Depth d in = Lap splice if above in = Lap splice if below in = Hook embed into footing in = Concrete Data fc psi= Fy psi 0.000 0.0 0.0 8,348.1 0.0 100.6 100.0 6.19 17.44 7.83 7.83 4,500.0 Stem OK ft= 2.00 = Concrete in= 8.00 = #5 in 12.00 = Edge Soil Pressure @ Toe = 180 psf OK Soil Pressure @ Heel = 121 psf OK Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 227 psf ACI Factored @ Heel = 153 psf Footing Shear @ Toe = 2.5 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 100.6 psi Sliding Calcs Slab Resists All Sliding! Lateral Sliding Force = 175.2 lbs title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. :[ C'antilevered Retaining Wall Description : Turn Table Pit Criteria Retained Height = 2.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = :0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel = 20.0 psf NOT Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overturning I Axial Load Applied to-Stem Axial Dead Load 75.0 lbs Axial Live Load 60.0 lbs Axial Load Eccentricity = 0.0 in F Design Summary Wall Stability Ratios Overturning 3.12 OK Sliding = 0:16 OK Slab Resists All Sliding Total Bearing Load = 402 lbs ... resultant ecc. = 1.04 in Project Title: Engineer: Project Descr: Soil Data Allow Soil Bearing = 1500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 389.0 psf/ft Soil Density, Heel = 110.00 pcI Soil Density, Toe = 110.00 pcI Friction Coeff btwn Ftg & Soil = 0.400 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem 1 Lateral Load = 0.0 p11 ..Height to Top = 0.00 ft Height to Bottom = 0.00 ft Wind on Exposed Stem = 0.0 psf 13 Project ID: Printed: 7 FEB 2018, 8:22AM Filer S:\18\18006-1\2-CALC-1\TURNTA-1,EC6 ENERCALC, INC. 1983-2017, Build:6.17.3.29, Ver.6.17.3.29 Calculations per ACI 318-14, ACI 530-11, IBC 2015, CBC 2016, ASCE 7-10 Adjacent Footing Load Adjacent Footing Load = 1,217.0 lbs Footing Width = 0.00 ft Eccentricity = 36.00 in Wall to Ftg CL Dist = 1.50 ft Footing Type Line Load Base Above/Below Soil - -2.0 ft - at Back of Wall Poisson's Ratio = 0.300 Load Factors Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 le Bloc: title Line 1 Project Title: 14 You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed: 7 FEB 2018, 8:22AM Cantilevered Retaining Wall File SA18\18006-1~2-CALC-1\TURNTA-l.EC6 - ENERcALc INC. 1g83-2o17BtnfrJ61732gver617329 I Description Turn Table Pit Footing Dimensions &Strengths , Footing Design Results Toe Width = 2.00 ft Toe Heel Heel Width = 0.67 Factored Pressure = 227 153 psI Total Footing Width = 2.67.' Mu': Upward = 417 0 ft-lb Footing Thickness . = 8.00 in Mu': Downward = 240 0 ft-lb Mu: Design = 177 Oft-lb Key Width Key Depth 0.00 in 0.00 in Actual 1-Way Shear = 2.53 0.00 psi Key Distance from Toe 0.00 ft Allow 1-Way Shear = 100.62 100.62 psi Toe Reinforcing = #5 @ 14.00 in ft = 4,500 psi Fy = 60,000 psi . Heel Reinforcing = #5 @ 14.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Mm. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: Not req'd, Mu < 5 * Fr - Heel: Not req'd, Mu < S * Fr Key: No key defined I Summary of Overturning & Resisting Forces & Moments ..:.:OVERTURNING ........: RESISTING..... - Force Distance - Moment Force Distance Moment Item lbs It ft-lb lbs ft ft-lb Heel Active Pressure = 160.0 . 0.89 .142.2 Soil Over Heel = 0.0 2.67 0.0 Surcharge over Heel = : 21.8 1.33 291 Sloped Soil Over Heel = Toe Active Pressure = -6.7 0.22 - -1.5 Surcharge Over Heel Surcharge Over Toe = - : Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = 75.0 2.33 175.0 Added Lateral Load = -- * Axial Live Load on Stem = 60.0 2.33 140.0 Load @ Stem Above Soil . = - ,. Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions Total = 1752 - O.T.M. = 169.8 Footing Weight = 266.7 1.33 355.6 Resisting/Overturning Ratio = '. 3.12 Key Weight = Vertical Loads used for Soil Pressure = 401.7 lbs Veil. Component = - Total 341.7 lbs R.M. 530.6 * Axial live load NOT included in total displayed, or used for overturning - - : resistance, but is included for soil pressure calculation. Ift Commissioning Report Mercedes Benz Advanced Design .5 . Studio 2250 Rutherford Carlsbad, CA 92008 prepared for: Pacific Providence Construction 31619 Via Puerta Del Sol Bonsall, CA 92003 Revised November 15, 2018 plan prepared by: 'M WIL MA Engineers, Inc. 5160 Carroll Canyon Road, Suite 200 San 'Diego, CA 92121 tlunneberg®ma-engr.com Commissioning Report - rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 1 Table of Contents Executive Summary ......................................................................................................1 System Deficiencies Identified During Commissioning and Resolution ... 2 Site Photos..... ....... ............. ............................................................................................... 4 Commissioning Plan .................................................................................................... 13 Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 1 1. Executive Summary The project known as the tenant improvement at the Mercedes Benz Advanced Design Studio (MBADS) in Carlsbad, California Consists of improvements made to an existing light industrial building. The existing building, originally called "Chrysler Pacifica", was built in 1997. The scope of the project includes: New LED lighting and controls (occupancy sensors, photocells, and manual dimming controls) throughout the design studio and surrounding offices. A new rooftop packaged HVAC unit that provides cooling to the server room. New restroom/shower/changing facilities and a new gas-fired domestic water heater, (with timeclock-controlled circulation pump). New exhaust fans The project underwent a comprehensive commissioning of the newly installed HVAC (including related control systems), lighting (including related control systems), and domestic hot water systems. No on-site renewables were installed as part of this project. This process was implemented by Tom Lunneberg, P.E. of MA Engineers, Inc (MAE). MAE is an independent provider of commissioning services. MAE provided fundamental commissioning services, in accordance with the 2013 California Green Building Standards Code. This report documents the findings and resolution of building system deficiencies identified during the commissioning process. A list of commission issues identified is presented in Section 2 of this report. After identifying and correcting various building system deficienciesit is our opinion that the commissioned systems are in conformance with the owner's project requirements and the basis of design. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 2 2. System Deficiencies Identified During Commissioning and Resolution The following pages present the "Commissioning Issues Log" that was maintained throughout the commissioning process. With the exception of the noted issues, the systems were found for operate in accordance with the owner's performance requirements and the basis of design. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 3 Item # Impacted Equipment Issue Corrective Action . Rooftop HVAC unit The condenser fins are dented National Air to serving IT/server room and damaged on all three faces, straighten fins. reducing system capacity and efficiency. 2 -Shower in Women's The flow from the shower Contractor inspected Shower/Locker/Changing fixture is very low when and cleaned filters. Facilities compared to the flow form the same type of fixture in the Men's shower. It is possible the filter screen is clogged with construction debris and needs to- be cleaned. 3 Gas-Fired Water Heater The hot water supply Contractor adjusted temperature was measured at water heater the taps to be 149 degrees-F. thermostat. • Any temperature in excess of 120 degrees-F is considered to pose a risk of scalding with short exposure durations (per Mayo Clinic). Suggest the setting on the water heater • thermostat to a lower setting. It is currently set to position 'B' which is midway between "Hot" and "Very Hot" on the water heater labeling. There are seven temperature settings on - the thermostat and we suggest • - using one of the four lower available settings to provide a - supply temperature closer to 120 degrees F. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 4 3. Site Photos Figure 1: New LED light fixtures in the design studio. Photocells automatically turn off lights when adequate daylight is present from skylights. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 5 Figure 2: Photocell mounted to undersize of roof (between the light fixtures) measures incoming light and shuts off electric lights when they are not needed. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 6 Figure 3: Lighting zone and control diagram for design studio. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 7 RHEESI SALES COMPANY ouriXal I%SSEMRUI) VOI4T sMrru, ARKANSAS USE IN Tim • MC5IWI,NO./ Iunl.A048oL 000 SISIUALNOI F121802294 011110"I WAY - MIT1. DAfl5/ 03/2018 C0MlitIiSSOi4CO1)IS 8441 I(l\VI3I450II'LY: vOl;IS 40 I'Ej 3 IrA 430 'l11oAnN0 v(Er 60Gl 414-5604 CUMI'l(IiSSOiil(CIRCU(I I)voI:i) 460 I'U 3 IkI.A 6.2 I_NA 41 cOMIIssoR(d114c0rr2)v01rs 460 1113 IUA r I.I0II N/A OiJI'DO0fllAN VOCIS 460 I'll I 111A I l-IP(KW) 4/3((L25) INDC)Oi4 I3LOWL3i4i VOLES 460 I'll 3 FIA 1.4 lII'(KW) 1/2(0.37) I)I3Sl(3N I'I4L3SSIjl4I5 550151(1 (3702 1.Pi) I t011 611)13. 250 '510 (3724 k116) LOW 611)13 PACE(I1iYCIIAtU2I1 I87(5.3)OZ(KC) 13-4106 O. CIRCUIT MAXIMtJS1 I)OSION ()411t13('iIiMI'LiilAitilu3. 20) F SINCLI2 I'OWI3R SUPPLY FOR 130111 UNrl AN;) UIMTISR 1(11' - SCRArCIl INK (WE SI11361113 OF 11121)313 I(I'I, IN9IALLI3I) l-I1(AIUl3. 13.11 HI3AII(I1. 14W I-iI3A'II1Il. Err (ill ri MIN. CE). MAX. FIJSI3 014 cicr. 3)43)3. MODI3I. NO. © HA - Ao1I'Acrry SIZE (CICC NEll. mm R. 400 V 1313 l-IACWlYi'13 1014 (iSA) IF NO IIIUVIEll Eli INS 161.1.131) II IS 611613 5.6 6.8 20 20 6101) 9.6 11.6 26 30 6421) 11.2 13.0 28 30 6451) 44.4 47.4 33 - 35 6203) 19.2 23.3 44 40 SLiI'ANAI 13 P0WI3I4SUi'PI.Y P01000tH IiNrr 6143) I H3ATIIIO 1411 SO1/litli INK 0WFS0C3Itt0F H.INK KIT II4S1AI.I.E1) CIRCUITI 403631314 KIT I-tIiAEIIIOKW HI'.Afl.1g Irr UNIt MU-I. ocr. MAX. FuSl2 OR CL-r. BXJK MODEl. NO. Cl) I'I.A AMIACITY SIZE (CIIC 4343)4. 511)141' R011. 480 V 103 146CR 'IVPIS FOR USA) P NO HE/lEE 1414' INSTAIJ.I3I) .4 60611 5.0 11.8 3 IS 6403) 9.6 11.6 IS 45 6420 11.0 13.5 47 20 *151) 44.4 47.4 22 25 62011 49.2 23.3 30 30 ClItCUn' 2 UNrI I.HN. ('Kr. AMIACIl V MAX. 641313 035 CIcI IIIl13AKI3I14l7J3 IS (CISC 111411. MISlI 4143 hAnk lYlE 10141046) Oil I1T-ilWUITflq44104' I3i0 SSAISI$5fl$4flTlJC..jflr RNIIl)1411A1l, 42.2163660 C®US USTED THIS MODEL COMPLIES WITH THE REQUIREMENTS OF ASHRAE 90.1-2007 Figure 4: Nameplate information for new packaged heat pump that provides temperature control in server/IT room. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 8 Figure 5: The condenser fins on the new heat pump are signficantly dented, which decreases capacity and efficiency by impeding heat transfer. Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 9 Figure 6: Additional condenser fins dented on a different side of the new heat pump. 4' - Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 10 Figure 7: Domester hot water temperature was measured at 149 degrees-F at the tap, which presents a risk of scalding. There are four available lower temperature settings below the 'B' setting currently used. + iITj Commissioning Report rev. 11/15/18 Mercedes Benz Advanced Design Studio (Carlsbad, CA) Page 12 I a BRADFORD WHITE CORPORATION (www.bradfordwhite.com) 200 LAPAYETTE ST. MIDDLEVILLE MI 49333 USA Model No:RG24OT6N A Serial No: NC37448075 D/N:-394 Cap. 40 (gal.) Input:40000 (Btu/hr.) Gas: NATURAL Gas press. Manifold: 4.0 (''w.c.). Inlet Supply Max:14.0 (''w.c.) Mm. 5.0 (w.c.). For closet installation. MINIMUM CLEARANCES FROM COMBUSTIBLE - CONSTRUCTION. 4 INCHES FRONT, 0 IN. LEFT 0 IN. RIGHT- 0 INCHES BACK, 12 IN. TOP _- 6 INCHES FROM VENT CONNECTOR. ANSI Z21.10.1-2013*CSA 4.1-2013 Press: Test '300 (psi), Working 150 (psi) are DOES NOT COMPLY W/JURISDICTIONS HAVING lOng/J NOx REGS ftFMRM 4 6 UNDER ONE OR MORE OF ThE F011OWING US PATENTS Re 34 534 81 1,T1416 4,6 5'14 AN .988,117,6,142,216; 6,395,280; 6,684,821 IJFOREIGN PA or e TENT APPUCATIONS PENDINa CURRENT CANADIAtI2P2 515. water heater .043; 1,289,832; 2,045,86 or~ 2; ,O9Z1Q5; 2,107,OIZ 2,108186, ffi flc)f 1.mee~Ujr of (where applicable) the mitt irnum e all STOPI knO —.I at t0 left the Safety lflfonnatlon 8. Depress and hold in u hear a Sat On this labet. ress igniter button until Id down Figure 9: Nameplate information for new gas-fired water heater rev. 11/15/18 Page 13 Commissioning Plan Mercedes Beflz Advanced Design Studio 2250 Rutherford Carlsbad, CA 92008 prepared for: Pacific Providence Construction 31619 Via Puerta Del Sol Bonsall, CA 92003 Revised July 25, 2018 plan prepared by: 1 F.40~M4. MA Engineers, Inc. 5160 Carroll Canyon Road, Suite 200 San Diego, CA 92121 tlunneberg@ma-engr.com Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 1 Table of Contents 1. Introduction .......................................................................................................1 1.1 Commissioning Scope...............................................................................................2 1.2 Commissioned Systems...........................................................................................3 Commissioning Team Communication ..........................................................................4 Roles and Responsibilities .................... . ....................... . ......................................... 5 2.1 Commissioning Team Roles: ..................................................................................5 ResponsibilityMatrix............................................................................................................6 Design Phase Commissioning Process ....................................................................8 3.1 Develop Commissioning Plan.................................................................................8 3.2 Commissioning Specifications ...............................................................................8 • 3.3 Owner's Project Requirements and Basis of Design Documents.............8 • 3.4 Issues Log .....................................................................................................................8 Construction Phase Commissioning Process ............................................................9 4.1 Pre-Construction Commissioning Meeting........................................................9 4.2 Periodic Site Inspections ......................................................... . ................................ 9 4.3 Meetings.........................................................................................................................9 4.4 Progress Reporting and Issue Log.......................................................................9 4.5 Equipment Submittals and Documentation....................................................10 4.6 Prefunctional Checklists.........................................................................................10 4.7 Functional Performance Testing... ...................................................................... 11 4,8 Issue Resolution ........ ................................................................................................ 11 4.9 Operation & Maintenance Manuals....................................................................12 4.10 Operator Training...................................................................................................13 Post Occupancy Commissioning Process ...............................................................13 5.1 Seasonal / Deferred Testing.................................................................................13 5.2 Commissioning Report............................................................................................14 Schedule .,,...................................................•1PPP ............................., ................15 Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 1 1.. Introduction The project known as the tenant improvement at the Mercedes Benz Advanced Design Studio (MBADS) in Carlsbad, California Consists of improvements made to an existing light industrial building. The existing building, originally called "Chrysler Pacifica", was built in 1997. The scope of the project Includes: New LED lighting and controls (occupancy sensors, photocells, and manual dimming controls) throughout the design studio and surrounding offices. . A new rooftop packaged HVAC unit that provides cooling to the server room. New restroom/shower/changing facilities and a new gas-fired domestic water heater (with timeclock-controlled circulation pump). , New exhaust fans This document, referred to as the Commissioning Plan or "Cx Plan" defines the scope of the building commissioning effort. This includes an overview of the -commissioning process, the roles and responsibilities of team members, the specific equipment to be commissioned, and an anticipated schedule of commissioning activities. The plan has been developed in accordance with 2013 California Green Building Standards Code, Section 5.410.2.3 - Commissioning Plan. The section indicates "Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned and shall be started during the design phase of the building project". This project is currently in design and nearing permitting. This commissioning plan is intended to be a "living" document that will be revised periodically during design, construction and testing. Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 2 1.1 Commissioning Scope Commissioning (Cx) is a systematic quality assurance process to ensure that building systems Operate according to the design intent and the owner's operational needs. The commissioning process focuses on the following specific activities: Develop, and update a Commissioning Plan Provide specifications for the commissioning process to be included in the construction documents Review Design Intent and Basis of Design documentation prepared in conjunction with the Owner and design team Verify proper installation and start-up of commissioned equipment through the use of Prefunctional Checklists and periodic site inspections Verify functional performance of commissioned systems and assist in issue resolution Verify that Operations and Maintenance (O&M) documentation is complete Verify facility staff training meets the needs of the operating staff Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 3 1.2 Commissioned Systems Commissioned systems will include the following new equipment. HVAC (1) New Packaged Heat Pumps (roof-mounted) Fixed outside air (serves a data room) Intended operation is 24/7 (to serve IT loads) (1) Programmable Thermostats (3) Exhaust Fans Hot Water Heating Systems (1) Gas-fired water heater with Time-Based Recirculating Pump Lighting Controls Multi-level switching Occupancy Sensors Outdoor Lighting Controls Renewable Energy Systems Not installed Commissioning Plan (vi) MBZ ADS (Carlsbad, CA) Commissioning Team Communication Owner Mercedes-Benz General Contractor Pacific Providence Construction 31619 Via Puerta Del Sol Bonsall, CA 92003. Commissioning Agent MA Engineers rev. 7/25/18 Page 4 Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 5 2. Roles and Responsibilities 2.1 Commissioning Team Roles: .. Party.'. ., ...:.. , Function..... .. Written Cx Products Owner Define system performance criteria Owner's Performance Requirements Provide access to information relating to base building systems design, facility staff, and maintenance procedures. Provide input in to the quantity and type of training desired. LEED Direct & Coordinate the LEED process. Credit Interpretation Requests (As Required) Consultant (if Maintain LEED scorecard. LEED Scorecards applicable) Submit credit interpretation requests as LEED Submittal required. Credit Resubmittal (As Required) Assemble submittal documentation. Credit Appeal (As Required) Prepare final submittal package. Prepare credit resubmittals as required. Prepare credit appeal as required. Commissioning Coordinate the Cx process. Cx Plan Authority () Review contractor submittals for commissioned Submittal Reviews - systems listed in Section 1.2 of this plan. Design Reviews Develop prefunctional checklists and final Prefunctional checklists startup plans. Functional performance test procedures Periodically observe equipment / system Progress reports installation during construction. Develop functional performance test Cx deficiency reports procedures. Commissioning report Oversee, direct, and document functional Systems manual performance testing. Near-warranty end review report Review O&M manuals for commissioned equipment and systems. Verify training. Conduct near-warranty end review Design Team Define system performance characteristics Basis of Design Document (NE) (i.e. Basis of Design). Cx Specifications Periodically observe equipment / system installation during construction. Resolve questions relating to system design Review and approve the air and water balance report Approve O&M manuals. General Integrate commissioning into the construction Cx meeting minutes during construction Contractor process and master schedule. O&M Manuals (GC) Facilitate and support the Cx process. In conjunction with the input provided by the owner develop and provide training plan Sub Execute prefunctional checklists. Construction Submittals Contractors Execute functional performance test Manufacturer startup reports (Subs) procedures under the direction of the CA. Completed prefunctional checklists Demonstrate proper system performance. Operator training plans Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 6 Responsibility Matrix A list of the responsibilities and tasks for each party of the commissioning team is presented in the table below. The member designated as the leader for a given task shall coordinate the overall execution of that task. Included under each task are sub-tasks with participating members identified with and "X". Participants identified under a given task may be asked to assist in an as-needed I as-directed role. 41 0 0 .0 .- 'C 0_2 - 2 E 0 I. aj C i_ i. .c - - - - E 4. oa c ._, w Wo o'::o --0' . 0- - Commissioning Responsibilities and Tasks ._ _ o. . j -UU A Overall coordination of the Cx work Lead X - Develop and update the Commissioning Plan - Plan and conduct commissioning meetings X - Coordinate commissioning activities X X Review and comment on the Commissioning Plan - X X X X - Maintain meeting minutes - - Ensure commissioning tasks are carried out X B Develop Design Intent and Basis of Design Lead - — Provide sample OPR format and assistance - Develop OPR and BOD X X - - Review OPR and BOD X X Update OPR and BOO and provide a record copy at - the end of construction C Design Development Review Lead X Review the project documents near, the end of Design - Development and provide written comments Evaluate review comments for possible inclusion in - design -- D Develop Cx specifications for construction Lead X Provide specification review, coordination, and - support Provide commissioning related specification language for inclusion in the construction documents Integrate commissioning specifications into the x construction documents E Construction Documents Review Lead X Review the construction documents near the end of - completion and provide written comments Evaluate review comments for possible inclusion into - the design - F Scoping Meeting Lead X - — Attend Scoping Commissioning Meeting X X _ - X __. X Review and comment on the Commissioning Plan at - the Scoping Meeting - Maintain meeting Minutes - X G Contractor Submittals of Commissioned Equipment Lead - _ X Provide equipment submittals, O&M data, and other x x x x - data for the commissioned systems to the CA - Review selected submittals for commissioned systems X Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 7 I.. C IJ 41 .9 MC I- .! 4ICU 2 ;2 u2 V . (h E o j . 41 .. .0 ...... M . 3:E 5 C. , c U c -'c Commissioning Responsibilities and Tasks 8 . i_ _.IL _ a sL&. ii.... lu 8 c. Re-submit equipment as necessary X X X X H Start-up and Pre-functional Checklists Lead X - Develop checklists and plans x — Review checklists (CA has final approval) X X X X Execute Checklists X X X Perform site visits & witness contractor startup (spot - test basis) I Functional Performance Testing Lead X - Develop functional performance test procedures x - Review test procedures (CA has final approval) x X X X X - Complete functional testing X X 3 O&M Manuals & Operator Training Lead - - Develop O&M Manuals I I X X X X Develop Commissioning Record and re-commissioning - (systems) manual Review O&M manual X X X X Re-submit O&M manual sections as directed X X X X K Warranty Period Lead X Complete deferred testing according to the project - specifications x x x Complete a post-occupancy (pre-warranty - completion) review of the commissioned systems L Final Commissioning Report Lead X a. Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 8 3 Design Phase Commissioning Process 3.1 Develop Commissioning Plan 3.1.1. The CA develops a draft Commissioning Plan The CA develops a draft Commissioning Plan for the project during the design phase. This document shall be used to guide the commissioning process and to inform project stakeholders on commissioning activities, responsibilities, and milestones. JES shall submit the draft Commissioning Plan to the owner, the design team, and the contractor for review and comment. 3.1.2 The CA Updates the draft Commissioning Plan during the design and construction phases The CA updates the Commissioning Plan throughout the course of the project and submit the revised drafts to the owner, the contractor, and the design team as appropriate. 3.2 Commissioning Specifications If not, already provided by the design team, the CA provides commissioning specifications outlining the commissioning process for inclusion in the construction documents. The specifications shall include, but not be limited to defining the features and systems to be commissioned, roles and responsibilities and requirements for equipment startup and functional performance testing. 33 Owner's Project Requirements and Basis of Design Documents The owner, develops a written Owner's Performance Requirements (OPR, also sometimes referred to as the Design Intent Document). The requirements help the entire team focus, on the aspects of the project which are most important to the owner. The design team will develop a written Basis of Design document (e.g. primary design assumptions such as occupancy, load and climatic assumptions, system descriptions, and detailed sequences of operation) that describes how the design of the facility and systems shall meet the Owner's performance requirements. These two documents shall be used to develop the functional performance tests. 3.4 Issues Log The CA shall coordinate with the owner (or owner's representative) and the design team to identify and resolve issues as they arise. This process shall begin in the design phase and continue after construction. The commissioning team shall develop and maintain a commissioning issues log for assisting in follow-up, determining deficiencies, and assigning responsibility for corrective actions. Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 9 4. Construction Phase Commissioning Process 4.1. Pre-Construction Commissioning Meeting The contractor and sub-contractors shall be provided with the Commissioning Plan for review and comment. Questions and comments shall be discussed at a pre- construction meeting focusing on the commissioning process. Roles, responsibilities, tasks, and a preliminary schedule for commissioning activities shall also be discussed. Members of the commissioning team shall be required to attend. 4.2 Periodic Site Inspections During construction, the Commissioning Authority shall make periodic visits to the site, as necessary, to witness equipment and system installations. 4.3 Meetings The Commissioning Authority shall attend selected coordination (design phase) and construction (construction phase) meetings in order to remain informed on project progress and to update parties involved in commissioning. Commissioning coordination shall occur during construction meetings. These coordination meetings shall be scheduled, through the general contractor, as required. These meetings may be scheduled as often as weekly once the start-up phase of the commissioned systems begins. Commissioning meetings may be combined with weekly MEP meetings in order to minimize the time impact on the construction team. Meetings may continue beyond substantial completion if significant issues are outstanding. During these meetings1 attendance by relevant members of the team shall be required. 4.4 Progress Reporting and Issue Log Throughout the commissioning process, the CA shall provide periodic progress reports as required. Progress reports shall be generated as start-up and testing for the commissioned systems proceeds. During functional performance testing, reports may be issued as often as daily to inform team members of issues as timely as possible in order to facilitate resolution. Additionally, the daily reports shall keep the owner informed as to the progress of commissioning activities. The reports shall be integrated into a master issue log that shall be updated as issues arise and get resolved. Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 10 4.5 Equipment Submittals and Documentation A courtesy copy of equipment submittals relevant to commissioned systems shall be routed to the CA in parallel with normal distribution / review process. Submittals for commissioned equipment and systems shall be reviewed for quality assurance and 2 for compliance with the owner's project requirements (design intent). The CA does not have the authority to approve or reject submittals; submittal review for contract compliance is the AlE's responsibility. Submittals shall include equipment cut sheets, shop drawings, TAB plan, Installation manuals and manufacturer startup forms, building management system point lists and detailed sequences of operation. The information shall be used to refine the prefunctional checklists and functional performance tests. 4.6 PrefunctiOnal Checklists The intent of the Prefunctional Checklists is to verify proper installation and resolve obvious deficiencies prior to functional testing, thereby shortening the duration of functional performance testing. Individual checklists shall be refined for each piece of equipment. Additionally, these checklists are intended to supplement, not replace any manufacturer startup checklists or documentation. Checklists may include items such as leak testing, voltage testing, rotational checks, instrument calibration, verifying variable frequency drive parameter programming, testing & balancing, labeling, and control system point-to-point checks. Multiple trades participate in completing each checklists and performing equipment start-up. The CA shall provide sample prefunctional checklists to Indicate the expected level of detail for inclusion in the contract documents. 4.6.1 Prefunctional Checklist Development Based on equipment submittals, contractor startup forms, manufacturer documentation and common issues the CA shall develop draft prefunctional checklists. The commissioning team shall be provided with draft prefunctional checklists for review and comment. As much as possible contractor forms and review comments shall be integrated with the draft prefunctional checklists, to avoid duplication, to develop the final prefunctional checklists The. contractor shall physically attach (via clear plastic sheath and zip tie) each checklist to its respective piece of equipment prior to equipment startup. Manufacturer installation/startup documentation (copies of completed documentation are acceptable) shall also be included within the sheath. 4.6.2 Préfunctional Checklist Execution Prior to and during equipment startup the checklist line items shall be completed by the individual actually performing the work. Parties responsible for indicating line items as complete shall be noted on individual line items. Checklists shall be spot Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page ii checked by the commissioning authority during installation and startup. The CA shall be informed of the schedule of startup activities for each commissioned system, including power-up, manufacturer start-up, and testing & balancing. When complete, the checklists shall be removed from the equipment by the contractor and provided to the CA for review and approval. It is important to note that prefunctional checklists must be successfully completed prior to functional performance testing. - 4.7 Functional Performance Testing The goal of functional performance testing is to assess complete system operation evaluating the interaction of individual components. Unlike prefunctional checklists, complete systems (e.g. chilled water system including chillers, pumps etc.) rather than individual pieces of equipment (e.g. chilled water pump) are tested. The scope of functional performance testing Includes automated controls, sequences ,of operation, and equipment, function during various modes of operation. Testing criteria, include design intent, basis of design, manufacturer requirements and sequences of operation. It is important to. note that Prefunctional checklists must be completed, submitted and approved, prior to functional testing In addition testing and balancing (TAB) must be completed and a 'preliminary report submitted, or final if available, prior to functional testing. 4.7.1 Functional Performance Test Development Prior to testing, the commissioning authority develops draft test procedures in a sequential written form and distributes to the team for review and comment. After design and construction team comments have been integrated, final functional performance test procedures shall be issued. 4.7.2 Execution of Functional Tests The controls prOgrammer shall perform the test in conjunction with, and under the direction of the CA. Installing contractor (s) / manufacturer (s) may be required for support during testing or to assist with problem resolution. Functional performance testing shall be scheduled through the contractor. 4.8w Issue Resolution Continuing from the design phase, the CA shall proactively coordinate with the owner (or the owner's 'representative), the Contractor, and the design team to resolve deficiencies identified through the prefunctional checklists and functional performance testing of equipment and systems. Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 12 Identified issues shall be included in the master issues log developed in the design phase. The commissioning team shall develop retesting plans and direct retesting of systems, as necessary, to confirm that deficiencies have been corrected. 4.9 Operation & Maintenance Manuals The intent of the O&M manual review is to ensure that the manuals are complete and have adequate information for the owner to maintain and operate the commissioned equipment andsystems. General: Bound in labeled binder liberally divided with tabs, or provided electronically, to provide efficient access :Name, address and telephone number of the manufacturer or vendor and installing contractor Submittal data O&M instructions with thernodel and features for this site clearly marked Data Requirements Include: - Instructions for installation, maintenance, replacement, startup, special maintenance and replacement sources, a parts list, a list f special tools, performance data, and warranty information Additional DocumentatiOn: Documentation package 'on as-built controls that includes a narrative for normal operation, shutdown, unoccupied operation, seasonal changeover, manual operation, controls setup and programming, troubleshooting, alarms, control drawings and schematics, control logic diagrams and final sequences of operation. 4.9.1. Operation & Maintenance Manual Preparation The contractor prepares operations and maintenance (O&M) manuals for commissioned, systems in accordance with the contract documents and LED requirements. - I CommissionWg Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) - Page 13 4.10 Operator, Training The goal :of the training plan review is to ensure that the owner's operational reqUirements and the design intent for the operation of the building are documented and communicated to fthe maintenance staff. Additionally, training is intended to provide the staff with the knowledge required to operate and maintain the equipment and systems. The scope of the revlew includes, but is not limited to, content, training staff, and materials to be used during the session. The following should be addressed in the training curriculum: General purpose of the system (design intent) Use of the O&M manuals Review of control drawings and schematics Startup, normal: operation, shutdown, unoccupied operation, seasonal changeover, manual operation, controls setup and programming, troubleshooting, and alarms Interations with other systems, adjustments and optimizing methods for energy conservation;, relevant health and safety issues Adjustments and optimizin6 methods for energy conservation Relevant health and safety issues Special maintenance and replacement sources Tenant interaction issues 'Discussion of how the feature or system is environmentally responsive S. Post Occupancy. Commissioning Process 5.1 Seasonal / Deferred Testing Building' systems may require tuning during the first year, after handover, of occupancy. During this period, the commissioning team shall evaluate building systems to ensure that the systems perform properly though the different seasons and modes of operation. Depending on the project schedule and other factors, it may be in the project's best interest to simulate different weather conditions with the building automation system (for example, by adjusting setpoints to simulate different loads) as opposed to waiting for ideal weather conditions. Functional performance testing shall proceed as described in Section 5.7 Functional Performance Testing. Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 14 5.2 Commissioning Report The CA shall provide a final commissioning report to the Owner. The report shall include an overview of the commissioning process, prefunctional and functional performance testing methods, identified deficiencies, resolved issues, and outstanding problems, including equipment installation and operation The report shall address the adequacy of the installed and commissioned equipment and systems in meeting the contract documents, Owner's design intent, and the basis of design. In addition, the review process for the O&M documentation and owner training shall be indicated. r\(s\Nvi nalq mm. bGd.h3) CiR4 tr! iqi efl iriC) ii c 10 bwoiq ia ;J iiT Ic4?3rtñ 'leinriq xcc 1tro.Tirnz (i O .vEv t1 9aibn' bvio ibiThb 'ii nai -Jiocii C.fi .c'Oi iXc r3 I!,Pe ptflbubrtt .m!D1c i'cia;uo 4CJ rm Jjjr rip 'h r , MAO ri io r'oc V;CAVcI qd.. n ob nI rlp9b Commissioning Plan (vi) rev. 7/25/18 MBZ ADS (Carlsbad, CA) Page 15 6 Schedule The following table summarizes the general schedule for commissioning activities. This schedule will be periodically updated: askAivit: •., .. Eirnated Date CA submits draft Commissioning Plan 7/2018 CA reviews commissioning specifications 7/2018 Owner submits Owner's Performance Requirements 7/2018 CA reviews Owner's Performance Requirements 7/2018 AlE submits/revises Basis of Design Document 7/2018 CA submits,draft Prefunctional Checklists 7/2018 CA submits draft Functional Performance Test Procedures 7/2018 Commissioning Kick-Off Meeting 7/2018 Contractor sends equipment submittals to CA 8/2018 AlE, Contractor, and Sub-Contractors review draft 8/2018 Prefunctional Checklists and comment CA incorporates comments and issues final Prefunctional 8/2018 Checklists CA submits Final Commissioning Plan 8/2018 Contractor and Sub-Contractors execute Prefunctional 10/2018 Checklists and start-up NE, Contractor, and Sub-Contractors review draft Functional 8/2018 Performance Test Procedures and comment CA incorporates comments and issues final Functional 10/2018 Performance Test Procedures CxA, Contractor and Sub-Contractors execute Functional 11/2018 Performance Test Procedures CA submits Final Commissioning Report 11/2018 (City of Carlsbad NONRESIDENTIAL GREEN BUILDING CODE STANDAIDS MANDATORY MEASURES CERTIFICATION CHECKLIST B-52 DeveloDment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov frhliform, slgnedir.d computed, and all receipts for the recycled materials shall Ii submitted to the Building Inspector prior to Final Inspection! Site Development Mandatory 5.106.1 Storm water pollution prevention plan. For projects of one acre or less, develop a Storm Water Pollution Prevention Plan (SWPPP) that has been designed specific to its site, conforming to (X) the State Storm water NPDES Construction Permit or local ordinance, whichever is stricter, as is required for projects over one acre. The plan should cover prevention of soil loss by storm water run-off and/or wind erosion, of sedimentation and/or of dust/particulate matter air pollution. 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and 5.106.4.2; or (X) meet local ordinance, whichever is stricter. 5.106.4.1 Short-Term bicycle parking. If the project is expected to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitor's entrance, readily visible to (X) passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a minimum of one two- bike capacity rack. 5.106.4.2 Long Term bicycle parking. For buildings with over 10 tenant-occupants, provide secure bicycle parking for 5 percent of tenant-occupied motorized vehicle parking capacity, with a minimum (X) of one space. 5.106.5.2 Designated parking. Provide designated parking for any combination of low emitting, fuel-efficient and carpool/van pool vehicles as shown in Table 5.106.5.3.1. (X) 5.106.8 Light pollution reduction. Comply with lighting power requirements in the California Energy Code and design interior lighting such that zero direct-beam illumination leaves the building (x) site. Meet or exceed exterior light levels and uniformity ratios for lighting zones 1-4 as defined in Chapter 10 of the California Administrative Code, using the following strategies: Shield all exterior luminaries or use cutoff luminaries (x) Contain interior lighting within each source (X) Allow no more than .01 horizontal foot candle 15ft. beyond the site (X) Contain all exterior lighting within property boundaries (x) Exception: See part 2, Chapter 12, Section 1205.6 for campus lighting requirements for parking facilities and walkways. 5.106.10 Grading and paving. The site shall be planned and developed to keep surface water away from buildings. Construction plans shall indicate how site grading or drainage system will (X) manage all surface water flows. Water Efficiency and Conservation Indoor Water Use 5.303.1 Meters. Separate meters shall be installed for the uses described in Sections 503.1.1 (x) through 503.1.3. 5303.1.1 Buildings in excess of 50,000 square feet. Separate sub-meters shall be installed as follows: For each individual leased, rented, or other tenant space within the building projected to (X) consume more than 100 gal/day. For spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory or beauty salon or barber shop projected to consume more than 100 gal/day. B-52 Page 1 of 5 Rev. 5/17 5.303.1.2 Excess consumption. Any building within a project or space within a building that is projected to consume more than 1,000 gal/day. (X) 5.303 Percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overall use of potable water within the building by 20 percent shall be provided (Calculate (X) savings by Water Use Worksheets or utilize Table 5.303.2.3). 5.303.2.1 Multiple showerheads serving one shower. When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shall not (X) exceed the maximum flow rates specified in the 20 percent reduction column contained in Table 5.303.2.3 or the shower shall be designed to allow only one showerhead to be in operation at a time. 5.303.6 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the requirements listed As applicable for each type in items listed in Table 5.303.6. Water closets (toilets) - flushometer type (x) Water closets (toilets) - tank type (x) Urinals (x) Public lavatory faucets (x) Public metering self-closing faucets (X) Residential bathroom lavatory sink faucets (X) Residential bathroom lavatory sinks (X) Residential showerheads (X) Single shower fixtures served by more than one showerhead (x) Outdoor Water Use 5.304.1 Water Budget. A water budget shall be developed for landscaping irrigation use. (x) 5.304.2 Outdoor potable water use. For new water service, separate meters or submeters shall be installed for indoor and outdoor potable water use for landscaped areas between 1,000 and 5,000 square feet. (x) 5.304.3 Irrigation design. In new nonresidential projects with between 1,000 and 2,500 square feet of landscaped area (the level at which the MLO applies), install irrigation controllers and sensors which include the following criteria and meet manufacturer's recommendations. 5.304.1.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in response to changes in plant's needs as weather conditions change. (x) Weather based controllers without integral rain sensors or communication systems that As applicable account for local rainfall shall have separate wired or wireless rain sensors which connects or (x) communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. Construction Waste Management Plan 5.408.1 Construction waste diversion. Establish a construction waste management plan or (x) meet local ordinance, whichever is more stringent. (x) 5.408.2 Construction waste management plan. Submit plan per this section to enforcement authority within the city. 5.408.1.4 Documentation. Provide documentation of the waste management plan (see form (x) B-59) that meets the requirements listed in Section 5.408.1.1 thru 5.408.1.3 and the plan is accessible to the enforcement authority. 5.408.3 Construction waste. Recycle and/or salvage for reuse a minimum of 50 percent of nonhazardous construction and demolition debris or meet local ordinance, whichever is more stringent. (x) Exceptions: Excavated soil and land-clearing debris Alternate waste reduction methods, developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. .5.408.3 Excavated soil and land clearing debris. 100 percent of frees. Stumps, rocks and B-52 Page 2 of 5 Rev. 5/17 and soils resulting primarily from land clearing shall be reused or Building Maintenance and Operation 5.4101 Recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials (X) for recycling. 5.410.2 Commissioning. For new buildings 10,000 square feet and over, building (X) commissioning for all building systems covered by 124, Part 6, process systems and renewable energy systems shall be included in the design and construction processes of the building project. Commissioning requirements shall include items listed in Section 5.410.2. - 5.410.2.6 (X) 5.410.2.1 Owner's Project Requirements (OPR). Documented before the design phase of the project begins the OPR shall include items listed in Section 5.41 0.4. (X) 5.410.2.2 Basis of Design (BOD). A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project and updated periodically to cover the systems listed in Section 5.410.2.2. (X) 5.410.2.3 Commissioning plan. A commissioning plan describing how the project will be commissioned shall be started during the design phase of the building project and shall include items listed in Section 5.410.2.3. (X) 5.410.2.4 Functional performance testing shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the (X) approved plans and specifications. 5.410.2.5 Documentation and training. A Systems manual and systems operations training are required. (x) 5.410.2.5.1 Systems manual. The systems manual shall be delivered to the building owner or representative and facilities operator and shall include the items listed in Section 5.410.2.5.1. (X) 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff for each equipment type and/or system shall include items listed in Section 5.410.2.5.2. (x) 5.410.2.6 Commissioning report. A complete report of commissioning process activities undertaken through the design, construction and reporting recommendations for post construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for (x) buildings less than 10,000 square feet. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. (X) Systems to be included for testing and adjusting shall include, as applicable to the project, the systems listed in Section 5.410.3.2. (x) 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry best practices and applicable national standards on each system. (X) 5.410.4.3 HVAC balancing. Before a new space-conditioned system serving a building or space is operated for normal use, the system should be balanced in accordance with the procedures defined by national standards listed in Section 5.410.3.3.1. (X) 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report (X) of testing signed by the individual responsible for performing those services. maintenance instructions and copies of guaranties/warranties for each system prior to final inspection. 5.410.4.5 Operation and maintenance manual. Provide the building owner with detailed operating and maintenance manual 5.410.4.5.1 Inspection and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. B-52 Page 3 of 5 Rev. 5/17 Environmental Quality Fireplaces 5.5031 Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace or a (X) sealed woodstove and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. As Applicable 5.503.1.1 Woodstoves. Woodstoves shall comply with US EPA Phase II emission limits. (X) Weather Resistance and Moisture Management 5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150, (X) manufacturer's installation instruction instructions or local ordihance, whichever is more stringent. 5.407.2 Moisture control. Employ moisture control measured by the following methods: 5.407.2.1 Sprinklers. Prevent irrigation spray on structures. (x) 5.407.2.2 Entries and openings. Design exterior entries and openings to prevent water intrusion (X) into buildings. Pollution Control 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final start up of the heating and cooling equipment, all duct and other related air distribution (X) component openings shall be covered with tape, plastic, sheet metal or other methods to reduce the amount of debris or duct which may collect _in_ the _system. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with outside and return air prior to occupancy that provides at least a MERV of 8. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6 5.504.4.1 Adhesives, sealants, caulks. Adhesives and sealants used on the project shall meet the requirements of the following standards: (X) Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits as shown in Tables 5.504.4.1 and 5.504.4.2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 Paint and coatings. Architectural paints and coatings shall comply with Table 5.504.4.3 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product- Weighted MIR limits for ROC in Section 94522 (a)(3) and other requirements, including prohibition on use of certain toxic compounds and ozone depleting substances (CCR, Title 17, Section 94520 et seq.). 5.504.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the standards listed in Section 5.504.4.4. 50504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 804.4.1. 5.504.4.5 Composite wood products. Hardwood, plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in Table 5.504.4. 5.504.4.5.2 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: Product certification and specifications Chain of custody certifications Other methods acceptable to the enforcing agency 5.504.4.6 Resilient flooring systems. Comply with the VOC emission limits defined in the 2009 (x) CHPS criteria and listed on its Low-emitting Materials List (or product registry) or certified under the _FloorScore_ program _of the _Resilient _Floor Covering Institute. B-52 Page 4 of 5 Rev. 5/17 Indoor Moisture and Radon Control 5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of the California Building Code, Title 24 Part 2, Sections 1203 (Ventilation) Chapter 14.1. (X) Air quality and Exhaust 5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the (x) minimum requirements of Section 121 of the California Energy Code, CCR, Title 24, Part 6 and Chapter 4 of CCR, Title 8 or the applicable local code, whichever is more stringent. 5.506.2 Carbon DIOXIDE (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the (x) requirements of the latest edition of the California Energy Code, Title 24, Part 6, Section 120.1.(C) (4). Outdoor Air Quality 5.508.1 Ozone depletion and global warming reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. As 5.508.1 CFCs. Install HVAC and refrigeration equipment that does not contain CFCs. applicable 5.508.1.2 Halons. Install fire suppression equipment that does not contain Halons. (X) (x) I, as the professional responsible for this project, certify that, to the best of my knowledge, the mandatory items listed on this form have been incorporated into the project in order to comply with Title 24, Part 11 of the 2016 California Green Building Standards. All receipts for recycled materials have been attached to this form. Project Address: ZZ5t1 70 f [2Fb AJ>0D Plan Ch Number: kDZ Print Name: 2! L4 Signed:_______________________ License Number: T'123 S Date: V1 I t ç- IN- B-52 Page 5 of 5 Rev. 5/17