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2180 RUTHERFORD RD; ; CBC2020-0117; Permit
Print Date: 06/11/2020 Job Address: 2180 Rutherford Rd Permit Type: BLDG-Commercial Parcel No: 2120702500 Valuation: $50,000.00 Occupancy Group: # Dwelling Units: Bedrooms: Building Permit Finaled (C ity of Carlsbad Commercial Permit Permit No: CBC2020-0117 Work Class: Cogen Status: Closed - Finaled Lot #: Applied: 03/16/2020 Reference #: Issued: 04/10/2020 Construction Type: PermitFinal Close Out: Bathrooms: Inspector: CRenf Orig. Plan Check #: Final Plan Check #: Inspection: 06/11/2020 Project Title: Description: CALLAWAY: ENERGY STORAGE SYSTEM Applicant: Owner: LUIS SALCEDO CALLAWAY GOLF COMPANY 230 N Orange Ave Brea, CA 92821-4072 2180 Rutherford Rd 714-240-0828 CARLSBAD, CA 92008 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $406.00 BUILDING PLAN CHECK FEE (BLDG) $284.20 SB1473 GREEN BUILDING STATE STANDARDS FEE $2.00 STRONG MOTION-COMMERCIAL $14.00 Total Fees: $706.20 Total Payments To Date: $706.20 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-2700 1760-602-8560 f I www.carlsbadca.gov Page 1 of 1 (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check t2.oO-O 17 Est. Value !QU 11 PC Deposit Date 3/16/2020 Job Address 2180 Rutherford Road, Carlsbad, CA 92008 Suite: APN: 2120702500 CT/Project #: Lot #:_________ Fire Sprinklers: C YES € NO Air Conditioning: 0 YES NO Electrical Panel Upgrade: 0 YES NO BRIEF DESCRIPTION OF WORK: 500kVA-1 112kWh Lithium Battery Energy Storage System installation. Complete energy storage system including DC batteries and bi-directional inverter interconnected to the customer's main switchgear. J Addition/New: Living SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? 0 V ON New Fireplace? 0 V 0 N, if yes how many? El Remodel: SF of affected area Is the area a conversion or change of use ? Cv ON 0 Pool/Spa: SF Additional Gas or Electrical Features? ElSolar: KW, _____ Modules, Mounted:ORoof OGround, Tilt:O YO N, RMA:OYON, Battery:OY ON, Panel Upgrade: Cv ON El Reroof: LI Plumbing/Mechanical/Electrical Only: II Other: Installation of new 500kVA-1112kWh Energy Battery Storage System. APPLICANT (PRIMARY CONTACT) Name: Luis Salcedo Address: 230 N. Orange Ave. City: Brea State: CA Zip: 92821 Phone: 714-240-0828 PROPERTY OWNER Name: Callaway Address: 2180 Rutherford Rd. City: Carslbad State:CA Zip: 92008 Phone: Email: Luis@pacificindustrialelectric.com Email: DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Name: Pacific Industrial Electric Address: Address: 230 N. Orange Ave. City: State: Zip: City: Brea State: CAZip: 92821 Phone: Phone: 7149909280 Email: Email: Luis@pacificindustrialelectric.com Architect State License: State License: 655104 Bus. License:_______________ (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 t'b its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.gov [B-I Page 1 of 2 Rev. 06/18 (OPTION A )-; WORKERS'COMPENSATION DECLARATION: I hearby 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 provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. IZI I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Travelers Property Casualty Company Pnfkv No. DTJUB7K377872 Exoiration Date: 7/1/2020 rl Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. Digitally signed by LuisS,?,do L u is Sa Iced o DNcnth5S,kdo,o-P,dflcInd,rI EIctd / CONTRACTOR SIGNATURE: D2o2O.03.1615e5:50.075 AGENT DATE: 3/16/2020 (OPTION 13 ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contracto?s License Law for the following reason: 11 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property-who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 1=11, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D 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. OYES 0 NO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired.the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is ccimmenced for a period of 180 days (Section 106.4.4 Uniform Building Code). I APPLICANT SIGNATURE: L ' S I 'd .mIWqdflddek,,.US DATE: 3/16/2020 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BUilding@carlsbadCa.gov B-I Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 03/16/2020 Owner: CALLAWAY GOLF COMPANY Work Class: Cogen Issue Date: 04/10/2020 Subdivision: CARLSBAD TCT#81-10 UNIT#02A Status: Closed - Finaled Expiration Date: 12/07/2020 Address: 2180 RUTHERFORD RD CARLSBAD, CA 92008-7328 IVR N.miber: 25446 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Thursday, June 11, 2020 - - - Page 2 of 2 ( ity of C Building Permit Inspection History Finaled Carlsbad Permit Type: BLDG-Commercial Application Date: 03/16/2020 Owner: CALLAWAY GOLF COMPANY Work Class: Cogan Issue Date: 04/10/2020 Subdivision: CARLSBAD TCT#81-10 UNIT#02A Status: Closed - Finaled Expiration Date: 12/07/2020 Address: 2180 RUTHERFORD RD CARLSBAD, CA 92008-7328 IVR Number: 25446 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/1712020 0311712020 BLDG-SW-Pre-Con 122526-2020 Cancelled Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Testing only No 05111/2020 05/1112020 BLDG-31 127066-2020 Passed Chris Renfro Complete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/1412020 05/14/2020 BLDG-11 127466-2020 Partial Pass Chris Renfro Reinspection incomplete FoundationlFtglPiers (Rebar) Checklist item COMMENTS Passed BLDG-Building Deficiency SOG pad for electrical equipment Yes 06110/2020 06/10/2020 BLDG-34 Rough 129776-2020 - Passed Chris Renfro Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough electrical inspection on battery Yes backup system and switchgear. Conductor sizes match per plans BLDG-Final Inspection 129777-2020 Failed Chris Renfro Reinspection incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final Not ready. All rough electrical wire No conductors need to be landed. Anchor bolts need to be tightened down on battery storage lockers. 06/11/2020 06/11/2020 BLDG-Final Inspection 129926-2020 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final No BLDG-Mechanical Final . No BLDG-Structural Final Yes BLDG-Electrical Final Yes Thursday, June ll,2020 Page lof2 EsCd A SAFEbuilt' Company DATE: 4-9-20 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2020-0117 SET: I PROJECT ADDRESS: 2180 Rutherford Road APPLICANT JURIS. PROJECT NAME: Callaway Commercial Energy Storage System, 500kVA The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. F1 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. E-1 The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: qf'!fiO (by:0)') Telephone #: Email: Mail Telephone Fax In Person LI] REMARKS: By: Scott Humphrey EsGil 3-19-20 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2020-01 17 PREPARED BY: Scott Humphrey DATE: 4-9-20 BUILDING ADDRESS: 2180 Rutherford Road BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurtsdiction Code I I #N/A 11997 USC Building Permit Fee lzi 1997 UBC Plan Check Fee L] Type of Review: r Complete Review. 69~~ 1 Structural Only I— Other r Repetitive Fee _______ 21 * r H Repeats .Hourly Hrs. @ EsGi $9o.00l Fee * Based on hourly rate I $180.001 Comments: in addition to the above fee, an additional fee of $ is due ( hour@ $ /hr.) for the CalGreen review. Sheet of STRUCTURAL CALCULATIONS CALLA WAY ENERGY STORAGE. SYSTEM 2180 Rutherford Rd Carlsbad, CA 92008 Pacific Industrial Electric 230 N. Orange Avenue Brea, CA 92821-4026 Prepared By IDG STRUCTURAL ENGINEERING 6040 N. Figueroa St. Los Angeles, CA March 6, 2020 Db(:..,2-0 W- (D I11 13 3/5/2020 U.S. Seismic Design Maps OSHPD 2180 Rutherford Rd, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1318162, 417.2806389 Genoptix Medical 9/ Callaway Golfs Capital Partners Sevlces 9 01tberford Rd 0 9 Eagle Creek Inc Google FORECAST 3D9 San Diego Sign iCompany, Inc Means Engineering 9 Map data 02020 Date 3/5/2020,12:11:24 PM Design Code Reference Document ASCE7-16 isk Category II Site Class 0 - Stiff Soil Type Value . Description S5 0.979 MCER ground motion. (for 0.2 second period) S 0.357 MCER ground motion. (for lOs period) SMS 1.085 Site-modified spectral acceleration value SMI null -See Section 11.4.8 Site-modified spectral acceleration value Sos 0.723 Numeric seismic design value at 0.2 second SA S01 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC • null -See Section 11.4.8 Seismic design category Fa 1.109 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.427 MCEG peak ground acceleration FPGA 1.173 Site amplification factor at PGA PGAM 0.501 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 0.979 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.087 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Ss0 1.5 Factored deterministic acceleration value. (0.2 second) Si RT 0.357 Probabilistic risk-targeted ground motion. (1.0 second) Si UH 0.392 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Si D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.9 Mapped value of the risk coefficient at short periods CR1 0.911 Mapped value of the risk coefficient at a period of 1 s https://seismicmaps.org 1/2 Anchorage Design: F= 2733 lb 0.9W = 11309 lb E= 1822 lb HCG= 47 in LCG= 91 in WCG= 20 in 2L4C.G. 1 O.9Wp- O.7E, Ft jFc FORCES SIDE VIEW FRONT VIEW IDG Job: Callaway Energy Sorage System Calculations By: LA Calculation: Seismic Anchorage of Nonstructural Components (STR) Checked By: PB Equipment Information: Model: ST556KWH-250UD H = 94 in Component: Container (ASCE Table 13.6-1) 1= 182 in W,= 12566 lb W= 39 in Seismic Design Parameters: SDS = 0.725 (See OSHPD Maps) I= 1 (ASCE Table 1.5-2) a= 1 (ASCE Table 13.6-1) RP = 2.5 (ASCE Table 13.6-1) = 2 (ASCE Supp. No. 1 Table 13.6-1) z= 0.0 ft h= 1.0 ft F = 0.4aPSDSWP(1+2z/h) / (R/l) = 0.12 W, (Fp)max = 1.6S0 lW = 1.16 Wp (Fp)min = 0.3SDSIPWP = 0.22 W EV = 0.25DSWP = 0.15 W, ASCE Section 13.3; Eq. 13.3-1, 13.3-2, 13.3-3 Side View: Front View: OTM = (F)(Hc6) = 129,126 lb-in OTM = (Fp)(HCG) = 129,126 lb-in RM = (0.9WP-EV)(LCG) = 862,825 lb-in RM = (0.9WP-EV)(WCG) = 186,758 lb-in F = (OTM-RM)/L = -4034 lb F = (OTM-RM)/W = -1464 lb F = (OTM+RM)/L = 5,454 lb F = (OTM+RM)/W = 8,023 lb 0.3T = F/2 = 0 lb T = OoF/2 = 0 lb 0.3V =0.3 001'/4 = 410 lb V= OF/4 = 1367 lb Use (1) 1/2" 0 Hilt! TZ each corner with 2" minimum embedment and 8" minimum edge distance. See Profis output. References: 1. ASCE 7-16 Chapter 11 - Seismic Design Criteria 2. ASCE 7-16 Chapter 13 - Seismic Design Requirements for Comments: Center of Gravity dimensions are assumed to. be at mid-height, mid-length, and mid-width. _ ELM www.hlltius Profis Anchor 2.7.5 Company: lDG Structural Engineering, Inc. Page: 1 Specifier: Leticia Acuña Project: CALLAWAY Address: 6040 N. Figueroa St. Los Angeles, CA 90042 Sub-Project I Pos. No.: Phone I Fax: 323-257-8854 I Date: 3/9/2020 E-Mail: Leticia@idgeng.com Specifier's comments: ENERGY STORAGE SYSTEM Input data Anchor type and diameter: Kwik Bolt TZ - SS 304 112 (2) Effective embedment depth: heta = 2.000 in., hnom = 2.375 in. Material: AISI 304 Evaluation Service Report: ESR-1917 SAFE---ST Issued I Valid: 5/1/2017 1 5/1/20119 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, f' = 2500 psi; h = 8.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (172.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (C)) Geometry [in.] & Loading [lb, in.IbJ Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hifti AG, FL-9494 Schaan HIS is registered Trademark of HUll AG, Schaan MEN Ed www.hiltius Profis Anchor 2.7.5 Company: IDG Structural Engineering, Inc. Page: 2 Specifier: Leticia Acuña Project: CALLAWAY Address: 6040 N. Figueroa St. Los Angeles, CA 90042 Sub-Project I Pos. No.: Phone I Fax: 323-257-8854 I Date: 3/9/2020 E-Mail: Leticia©idgeng.com 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PN Ilk., r'i Status Tension - - - -I- - Shear Pryout Strength 1427 2376 _/61 OK Loading FIN PV C Combined tension and shear loads Utilization , [%j Status 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must bestnctly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (C) 2003-2009 Hilt AG, FL-9494 Schaan Hilt is a registered Trademark of Huh AG, Schaan SIDE VIEW ASCE Section 13.3; Eq. 13.3-1, 13.3-2, 13.3-3 FRONT VIEW FORCES IDG Job: Callaway Energy Sorage System Calculations By: LA Calculation: Seismic Anchorage of Nànstructural Components (STR) Checked By: FB Equipment Information: Model: TBD H = 94 in Component: SWITCH (ASCE Table 13.6-1) 1= 36 in 1000 lb W= 36 in Seismic Design Parameters: 5DS= 0.725 (See OSHPD Maps) l,= 1 (ASCE Table 1.5-2) a = 1 (ASCE Table 13.6-1) R= 2.5 (ASCE Table 13.6-1) 00 = 2 (ASCE Supp. No. 1 Table 13.6-1) z=0.0 ft h= 1.0 ft Anchorage Design: F= 218 lb 0.9W = 900 lb E= 145 lb HCG= 47 in 1CG = 18 in WCG= 18 in F = 0.4aPSDSWP(1+2z/h) / (R/l) = 0.12 W, (1p)max = 1.6SDSIPWP = 1.16 W (Fp)min = 0.3SDslpWp = 0.22 W EV =O.2SDSWP = 0.15 W Side View: Front View: OTM = (Fp)(HCG) = 10,276 lb-in OTM = (00Fp)(HCG) = 10,276 lb-in RM = (0.9WP-EV)(LCG) = 13,590 lb-in RM = (0.9W-E)(W 6.) = 13,590 lb-in F = (OTM-RM)/L = -92 lb F = (OTM-RM)/W = -92 lb F = (OTM+RM)/L = 663 lb F = (OTM+RM)/W = 663 lb 0.3T = 0.3()0F/2 = 0 lb T = 0oF/2 = 0 lb 0.3V = 0.3()0F/4 = 33 lb V = ()0F/4 = 109 lb Use (1) 1/2" 0 Hilti TZ each corner with 2" minimum embedment and 8" minimum edge distance. See Profis output. References: 1. ASCE 7-16 Chapter 11 - Seismic Design Criteria 2. ASCE 7-16 Chapter 13 - Seismic Design Requirements for Comments: Center of Gravity dimensions are assumed to be at mid-height, mid-length, and mid-width. L," I ELM IIIIIII ] www.hilti.us Profis Anchor 2.7.5 Company: IDG Structural Engineering, Inc. Page: 1 Specifier: Leticia Acuna Project: CALLAWAY Address: 6040 N. Figueroa St. Los Angeles, CA 90042 Sub-Project I Pos. No.: Phone I Fax: 323-257-8854 I Date: 3/9/2020 E-Mail: Leticia@idgeng.com Specifier's comments: ENERGY STORAGE SYSTEM l Input data Anchor type and diameter: Kwik Bolt 12- SS 304 112 (2) LI.-----'- Effective embedment depth: hefact = 2.000 in., hnom = 2.375 in. Material: AISI 304 Evaluation Service Report: ESR-1917 SAFE---ST Issued I Valid: 5/1/2017 1 5/11/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, f' = 2500 psi; h = 8.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D. E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [lb. ln.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 Huh AG, FL-9494 Schaan Hub is registered Trademark of Huh AG, Schaan I NES 1W ] www.hiltuus Profis Anchor 2.7.5 Company: lOG Structural Engineering, Inc. Page: 2 Specifier: Leticia Acufla Project: CALLAWAY Address: 6040 N. Figueroa St. Los Angeles, CA 90042 Sub-Project I Pos. No.: Phone I Fax: 323-257-8854 I Date: 3/9/2020 E-Mail: Leticia@idgeng.com 2 Proof I Utilization (Governing Cases) Design values jib] Utilization Loading Proof Load Capacity ON I f3, ri.] Status Shear Pryout Strength 114 2376 -/5 OK Loading FIN Combined tension and shear loads pv c Utilization Itr.v r/61 Status 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilt! product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Huh AG, FL-9494 Scflaan Hilti is a registered Trademark of Huh AG, Schaan DG Job: Callaway Energy Sorage System Calculations By: LA STRUCTURAL ENGIREMOING Calculation: Seismic Anchorage of Nonstructural Components (STR) Checked By: FB PAD FOOTING DESIGN Model: ST556KWH-250UD Component: Container W = 12566 lb PAD BEARING CAPACITY Maximum Allowable Soil Pressure q5 = 500psf Square Footing width = 8ft Length = 15 ft Bearing Area = 121 ft' Footing Capacity Pa = Aq 60.37 kips P = 832.6 lbs PAD IS ADEQUATE FOR BEARING LOADS SLAB DESIGN Pu = 1166 lbs qu = 245.7 p11 SHEAR: = 42fc112bd V = 982.9 lbs = 0.75 f'c = 2500 psf dmin = 1.092 in <8 in PAD IS ADEQUATE FOR SHEAR LOADS BENDING: Mu = 1966 lb-ft Pmin Mu/4hi2 = 34.13 Pmfl = 200/f = 0.003 0.32 in use 8" thick pad w/ #4 bars @ 16"o.c. City Of 8Uik/j,, Car gblvisjOn APPROVE APR 1 0 2020 .. ... . .... ,.. .-. Y. ISSUED 0 220 #t.0,0O,0.A'..e 8004 CA 82821-0028 none: 714000.0280 FRO 714.999428! 22.00 l.t000.00on0000t.880008 P.dflthld..tI*IEkthtto. 0, 1.908t.0A1R 908000 000.9 97 ".-P-'-' P.dllclado.900JERdftCt FEB. 20 1973 00,8.0909 LIAR'. 0855190 8.8. C-IS ex,H I; stem 100 ROUSS 80 MOJ.BRAE CA 9800 ENERGY STORAGE 2180 RUTHERFORD "(I)A\) CARLSBAD CA, 92008 SCOPE OF WORK INDEX E000 TITLE SHEET INSTALLATION OFA 500 kVA-1ll2kWh LITHIUM-ION BATTERY ENERGY STORAGE SYSTEM. EOOI GENERAL NOTES, SYMBOLS & ABBREVIATIONS A COMPLETE ENERGY STORAGE SYSTEM INCLUDING DC BATTERIES. 81-DIREC7IONAL INVERTER THAT IS ELECTRICALLY INTERCONNECTED TO THE CUSTOMER'S MAIN EIOO ENERGY STORAGE SYSTEM SITE PLAN SWITCHGEAR. THE SYSTEM IS CONTROLLED BY STEM'S INTELLIGENTSOFTWARE WHICH Elol DETAILS, ELEVATIONS CHARGES THE SYSTEM DURING OFF-PEAK PERIODS AND DISCHARGES THE BATTERIES E200 CONDUIT AND CABLE SCHEDULE AUTONOMOUSLY TO MAXIMIZE CUSTOMER VALUE . - E300 SINGLE LINE DIAGRAM E400 SHORT CIRCUIT STUDY E500 DATA SHEETS -E501 DATA SHEETS SOOI SITE PLAN, VICINITY PLAN S101 EQUIPMENT PAD- VICINITY MAP I REFERENCE PLAN 01 ..... Ll boo -. I 'IIi 1T- - - iz - MIR JOB =woo T 1 L. LOCATION ; L! 1-.- +114 fIJJ S -'ali, I.J!7 19I I J— FLOQ11FLANSOM J-- __ Cr 4J SI2 OM02A'0O1VA I RUTHERFORD ROAD IP TIM 5N0D090N5Y I580TTO 9900009 !-WAN288WWO COMA w co:. LU. W CD 9"1 W d•_ I (I) .O w I- -J >- - Ln I- -- w 2 r 1411 o(g IF ABBREVIATIONS SINGLE LINE DIAGRAM SYMBOLS ELECTRICAL LEGEND GENERAL NOTES: taiu, ABBREV. DESCRIPTION ABBREV. DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION A OR AM AMPERE OR AMMETER KCMIL THOUSAND CIRCULAR MILS IN THE EVENT OF CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS ANDIOR SPECIFICATIONS 0 AC ALTERNATING CURRENT lAY KILOVOLT(S) 1200 AF 0 --- PHASE Q DUPLEX CONVENIENCE RECEPTACLE. WITH CODE REQUIREMENTS. THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MOR CARLSBAD CD. SNOB ACE) AIR CIRCUIT BREAKER (VA KILOVOLT AMPERE(S) 600 AT POWER BREAKER DRAW-OUT TYPE. 5KV OR HIGHER. RODA INDICATES QUANTITY 125V, 20A, 2P, 3W NEMA 5-20R WALL MOUNTED AT +12". U.O.N. COMPLETE JOE OR THE HIGHER STANDARDS SHALL PREVAIL Al CIRCUIT BREAKER AMP (VAR KILOVAR(S) CLASS 12SOA FRAME CURRENT TRANSFORMER (CT) OMISSION FOR THE DRAWINGS OR SPECIFICATIONS OR THE MISDESCRIPTION OF DETAILS OF WORK WHICH AR stem FRAME RATING DOG A TO SW RATIO (BAR OR MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OR SPECIFICATIONS, OR WHICH AR AG ABOVE-GROUND KR KILOWATT(S) 600/SW WINDOW TYPE ON 1 CONDUCTOR) 3-WAY TOGGLE SWITCH. 2OA-120V CUSTOMARILY PERFORMED, SHALL NOT RELIEVE -THE CONTRACTOR FROM PERFORMING SUCH OMITTED 01 iBo ROLUI000 IOAHR KILOWATT HOUR - POLARITY HARKS +46" NFl. #1222-2. LEVITON MISDESCRIBED DETAILS OF THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AN .LRRAR CAIRN AN AMPERE HOUR RAT KILOWATT TRANSDUCER XXX FU FUSED DISCONNECT SWITCH DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. Al ANALOG INPUT LOAD SINGLE-POLE TOGGLE SWITCH. 20A-120V 0 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED IMMEDIATELY UPON ThEIR RECEIPT AND SHALL PROM AIC AVAILABLE INTERRUPTABLE CURRENT AMMETER SWITCH - LOST LARGEST CURRENT TRANSFORMER (CT) (WINDOW TYPE ON 3 CONDUCTORS) +48" AFT. #1221-2, LEVITON NOTIFY THE OWNER OF ANY DISCREPANCIES. FIGURES MARKED ON DRAWINGS SHALL IN GENERAL BE FOLLOWED I PREFERENCE TO SCALE MEASUREMENTS. LARGE SCALE DRAWINGS SHALL GOVERN SMALL SCALE DRAWINGS. Th A/R AS REQUIRED LO WEE OIL III-. III LIGHTNING ARRESTOR Q) JUNCTION BOX, CONCEALED CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE WORK AND WILLS AS LP LIGHTING PANEL ABOVE CEILING RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. THE CONTRACTOR SHALL FURNISH ALL PERMTIWAND PAY FEES . AT CIRCUIT BREAKER AMP TRIP RATING H MOTOR STARTER IIH E— SURGE CAPACITOR . tJ FUSED DISCONNECT SWITCH. RATING AND POLES AS INDICATED - MCC MOTOR CONTROL CENTER SINGLE-PHASE POTENTIAL ON TINE DRAWING(S) S. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITER'S LABEL (UL) AND SHALL B 238 ABRO GAn5,ASNSN ATE AUTOMATIC TRANSFER SWITCH MCP MOTOR CIRCUIT PROTECTOR • CONTROL TRANSFORMER INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. CAN2A2i.WI25 AUX AUXILIARY MIN MINIMUM HI-H ,ç RESISTANCE GROUNDING A - AMP RATING (f") [}J DISCONNECT SWITCH. RATING AND POLES AS INDICATED ON THE DRAWING(S) B. UNLESS NOTED OTHERWISE. ALL WIRE SHALL BE STRANDED COPPER. ALL WIRES SHALL BE UL LISTED. RATED FOR 80 PROM 114890.0200 Pa 714000-92 AWG AMERICAN WIRE GAUGE MM MIUMETER HI-R = HIGH RESISTANCE VOLTS, TYPE THHNITHWN INSULATION. NO. 12 AWG MINIMUM SIZE EXCEPT FOR CONTROLS. 51000 OnA 0R9200RO 551ooe dmMApn Mo MM BCP BOILER CONTROL PANEL lAIR MOTOR lA' CONDUIT RUN EXPOSED PSAIMMARNROCA. BKR BREAKER MV MEDIUM VOLTAGE TRANSFORMER _________ THE CONTRACTOR SHALL INSTALL ALL CONDUITS AND WIRES WITH A MINIMUM NUMBER OF BENDS AND IN SUCH A MANNE AS TO CONFORM TO THE STRUCTURE. AVOID OBSTRUCTIONS, KEEP OPENINGS CLEAR AND MEET ALL STRUCTURAL COO P.dllcbidStI0ICAthICC0. BLDG BUILDING 3-PHASE. 3-WINDING DELTA PRIMARY CONDUIT CONCEALED BELOW FLOOR, REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE A CODE SIZED JUNCTION BOX WERE REQUIRED. lANA MEGAVOLT AMPERES ® DEVICE NUMBERS & FUNCTIONS ARE PER ANSI/IEEE C37.2 3-PHASE. 3-WINDING AYE WITH NEUTRAL SECONDARY (RATING AS OR UNDERGROUND SOP BALANCE OF PLANT N NEW OR NORMAL SHOWN ON PLAN) SIALTIGNT FLEXIBLE CONDUIT THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES AND THE BERVIM C CONDUIT OR "COMMON" NC NORMALLY CLOSED UTILITY. TRANSFORMER NEUTRAL SHALL BE GROUNDED. CAT CATALOG NOR NEUTRAL GROUNDING RESISTOR TRANSDUCER ___________ ° CONDUIT STUB-UP OR RISER B. THE ENTIRE WIRING SYSTEM SHALL TESTED FOR SHORT CIRCUITS, GROUNDS AND BE1WEE FEB. 20 CB CIRCUIT BREAKER NO NORMALLY OPEN -( IT = CURRENT VT - VOLTAGE L.JJJ.J ______ BE INSULATION RESISTANCE CONDUCTORS AND TOGROUND. 1973 GEMS CONSTANT EXHAUST MONITORING SYSTEM , ANTS NOT TO SCALE r1"rn POWER TRANSFORMER CONDUIT DOWN THE Il 10. E CONTRACTOR SHALL VERIFY EXISTING SITE CONDmoNS. SERVICE REQUIREMENTS. AND EXACT LOCATIONS 0 COS CO-GENERATOR SWITCHGEAR OL OVERLOAD ELEMENT I 'T TYPE CONDUIT FITTING SERVICE FACILITIES BEFORE SUBMITTING BID. CUT (S) CIRCUIT(S) PS PULLED G OR PUSHBUTTON . _____________________________________________ ii. ALL NEW PANELS AND ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH A SELF-ADHESIVE_ ENGRAVED. LAMINATE 005104 P1 POWER FACTOR ACRYLIC OR MELAMINE NAMEPLATE WITH BLACK LETTERING ON WHITE BACKGROUND. ALL PANELBOARDS SHALL INDICAT CONTROL SYMBOLS CNTL CONTROL THE PANEL NAME, VOLTAGE AND WHERE PANEL IS FED FROM AND SHALL BE PROVIDED WITH 'TYPEWRITTEN DIRECTOR CNTR CONTRACTOR FFS PRIMARY FUSIBLE SWITCH "j- L" TYPE CONDUIT FITTING CARD IDENTIFYING ALL LOAD SERVED BY EACH CIRCUIT BREAKER. COMP COMPRESSOR PAIL PANEL 12. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIX DESCRIPTION SYMBOL DESCRIPTION CONC CONCRETE POC POINT OF CONNECTION GROUND ELECTRODE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY AL CONN CONNECT OR CONNECTION PP POWER PANEL STATUS INDICATING LAMP ._... . CONDITIONS. DATA INFORMATION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATION SECTIONS WHSR ELECTRICAL WORK INTERFACES WITH OTHER TRADES, CONT CONTINUOUS PR PAR (W/ COLOR INDICATED) -'-O 0 CIRCUIT BREAKER PSI POUNDS PER SQUARE INCH 0 GREEN It}—® GROUND ROD - 3/40 S TO'L COLOR CODING: COLOR SHALL BE GREEN FOR GROUNDING CONDUCTORS AND WHITE FOR NEUTRALS; EXCEPT WHER OR CT CONTROL RELAY CURRENT TRANSFORMER PT POTENTIAL TRANSFORMER OR R - RED A = AMBER COPPER CLAD STEEL NEUTRAL OF MORE THAN ONE SYSTEM ARE INSTALLED IN SAME RACEWAY OR BOX. OTHER NEUTRAL SHALL BE WHIT WITH COLORED (NOT GREEN) STRIPE. THE WINING FOR 3-PHASE SYSTEM SHALL BE CHECKED FOR CLOCKWISE (ABC * PRESSURE TRANSMITTER W - PHASE ROTATION. COLOR OF UNGROUNDED CONDUCTORS IN DIFFERENT VOLTAGE SYSTEM SHAILBEAS FOLLOWS. CU COPPER PVC POLYVINYL CHLORIDE —0""D---- SWITCH GROUND CONNECTION DC DIRECT CURRENT PAR POWER MOMENTARY MOMENTARY PUSHBUTTON 201111120V 4881277V 151KV CABLES PHASE A- BLACK TAPE BROWN TAPE YELLOW TAPS DI DIGITAL INPUT R REVERSE PHASE B- RED TAPE ORANGE TAPE REDTAPE DR DIAMETER ELY RELAY "- PHASE C - BLUE TAPE YELLOW TAPE BLUE TAPE DIST DISTRIBUTION RECP RECEPTACLE —0 X 0-- THERMAL OVERLOAD +48" DEVICE MOUNTING HEIGHT - FROM ALL OUTDOOR EXPOSED CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS) UNLESS OTHERWISE NOTED. ON DOWN —--- MAINTAINED PUSHBUTTON ELEMENT FINISHED FLOOR TO CENTER OF DEVICE REF REFERENCE MAINTAINED W/ MUSHROOMHEAO . 18, ALL VIBRATING EQUIPMENT (MOTORS, TRANSFORMERS. ETC.) SHALL BE CONNECTED WITH A LIQUIDTIOHT FLEX CONDUIT, SO DIGITAL OUTPUT REDO REQUIRED U.O.N. UNLESS OTHERWISE NOTED LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUITS SHALL BE FT IN LENGTH MAXIMUM. OP DISTRIBUTiON PANEL ROD RIGID GALVANIZED STEEL CONTRACTOR SHALL PROVIDE BARRICADE, SAFETY SIGNS AND OTHER DEVICES TO ISOLATE WORK AREA DURINI OS DISCONNECT SWITCH SCE SOUTHERN CALIFORNIA EDISON FUSE (F-FUSE SIZE) RELAY. TIMER. COIL ETC. W.P. WEATHERPROOF CONSTRUCTION, UPON OWNER REPRESENTATNE'SAPPROVAL. OT DWG DOUBLE THROW DRAWING SCH SCHEDULE F (W IDENTIFICATION NUMBER AS SHOWN ON PLAN) CONTRACTOR SHALL REPAIRIPATCH AND WEATHER PROOF ANY OPENING CAUSED BY EQUIPMENIIPIPING INSTALLATION EMERGENCY OR EXISTING SCR SEC SELECTIVE CATALYTIC REDUCTION SECONDARY . - - ._ .o_... NO . () MOTOR - 3 PHASE AND SHALL PAINT WHERE NECESSARY. ALL POWER SHLIIBOWNS SHALL BE EERÔRMED DURING OFF HOURS. WEEKENDS OR ON HOLIdAYS ONLY. ALL POWER - = OS LA EACH SECT SECTION GENERAL CONTACT SHUTDOWNS SHALL BE COORDINATED AND APPROVED BY OWNER IN WRITING. CONTRACTOR SHALL PROVIDE DIVINEI ECON ECONOMIZER 515 SECONDARY FUSIBLE SWITCH } STA. RELAY. ETC SPACE HEATER MOTOR - 3 PHASE WITH A MINIMUM OF TWO WEEKS ADVANCE NOTICE IN WRITING PRIOR TO ANY SCHEDULED SHUTDOWNS. id ESS ENERGY STORAGE M SHLO SHIELD NC INDICATING HORSEPOWER AND FULL LOAD AMPS - lB. DAILY CLEAN-UP OF JOB IS MANDATORY. IX ELECT ELECTRICAL SPIT SHEET 0 E THE ENTIRE ELECTRICAL INSTALLATION SHALL BE PROVIDED WITH 2/4" MINIMUM CONDUIT INCLUDING CONTRO IS EMT ENC ELECTRICAL METALLIC TUBING ENCLOSURE SOL SOLENOID NO () THERMOSTAT CONDUITS. . . ED EDGE OF SP SINGLE POLE OR SPARE ----A1---o---- SOLENOID CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL NEW OR MODIFIED ELECTRICAL EQUIPMENT PER LATEST N ETA ST SINGLE THROW MOTOR SPACE HEATER STANDARDS. E.P.S. ENERGY & POWER SOLUTIONS INC STR STARTER ESD EMERGENCY SHUTDOWN SOLENOID VALVE NC } PRESSURE SWITCH CONDUIT SEAL FITTING CONTRACTOR SHALL SEAL ALL CONDUIT PENETRATIONS TO MAINTAIN FIRE RATED INTEGRITY OF THE WALL EXIST , EXISTING SW SWITCH TESTED SHIELDED PAIR ALL ELECTRICAL WORK SHALL DE DESIGNED PER 2016 CALIFORNIA ELECTRICAL CODE. AND 2014 NATIONAL ELECTRI CA . I FB FORWARD ' FUSE BLOCK SWBD SWOR SWITCHBOARD . SWTTCHGEAR 0- C NO DETAIL CALLOUT. (DETAIL #11 CODE AND 2016 BUILDING ENERGY EFFICIENCY STANDARDS. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED. LABELED. OR CERTIFIED BY A NATIONALLY RECOGNIZE FOR FEEDER TE NC o TERMINAL IN MOTOR Is SHEET NUMBER WHERE DETAIL IS LOCATED. TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. Fl FINISHED FLOOR TED TERMINAL BOX TO BE DETERMINED CONTROL CENTER . "'..... - . - P ThIS BAR OCESNOT I050TIOSCYAA FLA FULL LOAD AMPS TIC THERMOCOUPLE PANELBOARD FLR FLOOR NO • TERMINAL IN GENERATOR TCB TURBINE CONTROL BOX CONTROL BOX 4BOVOISTRIBUTIONPANEL NI DI I I I I IS - FUSIBLE SWITCH TEMP TEMPERATURE LIGHT SWITCH l 1 - ________ FU FUSE TAP TYPICAL NC TERMINAL IN BOILER A POWER TRANSFORMER . PVC FULL VOLTAGE CONTACTOR - UG UNDERGROUND CONTROL PANEL - FVNR FULL VOLTAGE NON-REVERSING V OR AM VOLT OR VOLTMETER . . . . . - .........- - . - () FEDER (CABLE) RUN IDENTIFICATION # GCB GENERATOR CONTROL BOX VA VOLTAMP(S) .00' NO TB TERMINAL BLOCK - GCM GENERATOR CONTROL MODULE VFD VARIABLE FREQUENCY DRIVE CONNECTION c: CONDUIT RUN IDENTIFICATION # GEN GND GENERATOR GROUND MA VOLTMETER SWITCH NC LEVEL } SWITCH 1 MOTOR STARTER WITH NEMA SIZE INDICATED . W WATT(S) UNIT WIRING T - Ui GRN GREEN W/ yflTH AS OHS GALVANIZED RIGID STEEL GO WHM WAIThOUR METER 0 HP HORSEPOWER RH WATTMETER H FIELD WIRING . DO LU 0) P HRSG HEAT RECOVERY STEAM GENERATOR WP WEATHER PROOF SELECTOR SWITCH HAND/OFF/AUT O (5 HTR HEATER XFMR TRANSFORMER - LU w AP/ HIGH VOLTAGE - SPARE . Q. It O NB JUNCTION BOX - , i5> Z Do Q3 TR LOCAL/OFF/REMOTE - - >- -J.<. SELECTOR SWITCH 0 LO z w LU. 0 - SHEET NO. EOOI- - - - -500012019 REFERENCE NOTES TWO STORAGE SYSTEMS STSOSKWH-250A. UL 9540 LISTED FOR ENERGY STORAGE SYSTEMS, PER SUNGROW-APPROVED MODEL 250A, AND ENERG STORAGE INVERTER MODEL #SC 2501W. 250KW, UL 1741 SA LISTED TO CA RULE 21 SMART INVERTER STANDARDS. RACK WITH: STEM POWERMONITOR 61 SUE NETWORK HUB ACUVIM IIR EBB METER TESLA MASTER CONTROLLER ( 8SSA-489V SWITCHBOARD. NEMA 3R, WITH UGPS. MAN 3P400A FUSED SWITCH AND (2) 3P4E0A BRANCH CIRCUIT BREAKERS, 35KAIC () ROGOWSKI COIL CURRENT TRANSFORMERS. LIGHT GAUGE. LOW VOLTAGE ONLY SPLICE IF NECESSARY. MAKE PERMANENT LOW IMPEDANCE SPLICE IN JUNCTION BOX. TO TWISTED PAIR #18.22 AWG CABLE () CONTRACTOR TO SELECT AND UTILIZE NEMA 3R GUTTER SYSTEM AT THE CONTROL RACK. FOR NEAT CONNECTIONS OF 905V POWER OR COMM. TOM DEVICES ON RACK. UTILIZE DUAL CHANNEL GUTTER (POWER ICOMMS), Win FRONT COVER. SIZE AS NEEDED FOR POWER CONDUCTORS. () REMOVABLE PROTECTIVE BOLLARDS () FIXED PROTECTIVE BOLLARDS () AUX. POWER BOX, WITH BRANCH FUSES TO CONNECT CONTROL PANELS. () NEW ION METER 10 NEWCONCRETEPAO 11 EXISTING SWITCHBOARD-MSA. 1600A-4901277V. ESKAIC. INDOOR ii EXISTING 1250A-ISW MAIN SWITCHGEAR. cale: 112..,1'.O(l SUNGROW ENERGY STORAGE SYSTEM, FRONT VIEW 24X18X8 r 24X18X8 PULL BOX PULL BOX NEMA3R NEMA 3R FROM: SWBD-1 SECOND FLOOR WALL FRONT (I) EXISTING DOUBLE ENDED SUBSTATION-1 &2 3200A.480/277V TO: 12kV MAIN SWGR F405 (NEW ION METER).. 2B & FIRST FLOOR WALL ri [J1F4O5 F400 FAN F250 FROM: CTS (SWBD-ESS) TO: INV. #1 FROM: SWBD-ESS - TO: SWBD-ESS TO: INV. Scale: 3I8'.'1'-0?(I3 SUNGROW STORAGE SYSTEM CONTROL PANELS FRONT VIEW () FRONT EXISTING 2OSSA-12EV MAIN SWITCHGEAR I I\______ SUNGROW ENERGY STORAGE SYSTEM SIDE VIEW 211u RUTHERFORD RD CASLORAOCA.IORD stem Ecu Rouga RD UU.LMRADCAISDSS ADO NOR, OIWIORAERTWO or... CA 82021CR Phone: 714i990.0200 FM: 7I4I000.0205 0.005 itlla.fllpnth.cdIp.Wtyd psoIHEb,dsbbI EI.dUoCO. TEAEocuOODASASUORO.URDed OR40bYOHRTPIeEAEAN p.00bh,05IH.IEtRtDo. FEB. 20 973 ConEaEbOrSUOno #05014. A.. B. C-TO 911 02 * E.06-3O.2O .1 (4CTEACPl I P = L.. IT THIS OAR DOES NOT MEASURE I THEN MINING IS NOT TO SCAlE LU LU cl Of z .EIEJI/ w SHEET NO. E200 SEAE 5 a 9 CONDUIT AND CABLE SCHEDULE - FEEDER CONDUIT OTY RACEWAY FROM TO LOAD BKRJFUSE SIZE LENGHT VOLTS ACIDC %VD PHASE NEUTRAL CONTROL GROUND CABLE INSULATION CulAJ REMARKS F100 C100 (3) 30M1 (E) SWITCHBOARD-1 SWITCHBOARD-ESS 000 KVA 3P-800A 80 Ft 48EV AC 0.20% 38600 KCMIL 181/0 AWG THHNITHWN-2 Cu - Fbi C1O1 (1) 3PVC SWITCHBOARD-ESS INVERTER#1 250KVA 3P450A lOFt 480V AC 0.04% 3B600KCMIL I#3AWG THHNfflIWN-2 Cu - F102 C102 (I) SPVC SWITCHBOARD-ESS INVERTER #2 250EVA 3P400A 30 Ft 46EV AC 0.13% 3#600KCMIL 103 AWG THHNfTIfWN-2 Cu - F103 C103 (1) 3/4"EMr (E) SWITCHBOARD-ESS AUX. POWER BOX 2 WA TAP 10 Ft I 480V AC 0.02% 3 94 AWG 1 #8 AWG THIIN(THWN-2 Cu - F104 C104 (I) 3/4' EMT AUX. POWER BOX SITE MASTER CONTROLLER 2P-15A 5 F 480V AC 0.00% 2#12AWG 1#12AWG THHNITHWN-2 Cu - F105 CbS AUX. POWER BOX STEM POWERMONITOR 2P-ISA 5 F 46EV AC 0.00% 2#12AWG l#12AWG THHNITIWN-2 Cu - FIGS 0106 AWL POWER BOX 555 METER 3P-15A SR 46EV AC 0.00% 3 #12 AWG 1 #12 AWE ThHN/TRWN-2 Cu - P200 C200 (I) 3!4EMT SWED-ESS EBB METER lOFt 3-1PR#15 CTS WIRING - F400 C400 (1) 3/4GRC/PVC SITE MASTER CONTROLLER INVERTER#1 37 Pt CAT5oICAT6 - - P401 C401 (I) 3I4GRCIFTIC SITE MASTER CONTROLLER INVERTER42 02F1 CA75S/CAT6 F402 0402 (1) 314 'EMT SITE MASTER CONTROLLER SITE NETWORK HUE 5 F CAT5S/CAT6 - F403 0403 (1) 3/4 EMT SITE MASTER CONTROLLER ESS METER 5 F CAT5e/CAT6 F404 0404 (1) 3W EMI SITE NETWORK HUB POWERMONITOR 6.1 5 F CATS&CAi6 - F405 C405 (1) 3/4W EMT SITE NETWORK HUB ION SITE METER 10 Ft CAT5e/CATG ls I SW r;12W-aOOA I5OEFUSES 150E FUSES 20001266710/A ------------ ! 18012 200012667 KVA I2KV-480I277V I )3200Ar 3200AF ) 3000AT 3000AT I I 3000A-4801277V SWITCHBOARD-i TIE BREAKER 3000A-4801277V SWITCHBOARD-2 ------------ 132UUABUS -- ---3200ABUS 3p 3p 3p 3p 3p 1 3I, )1600AF )1600AF )1600AF '160OAF )1600AF '1600AP 11600AF 3200AF '1600AF 3T 1600AF 'i6O0AF 'i600AF )1600AF )1600AF ( j 800AT 800AT .. BOOAT 'I200AT . SOOAT '12OAT 'BOOAT '800AT '800AT 'aODAT '1200AT I20AT 800AT L ! SPARE J SPARE SPARE 'I. - ... . ( . NETWORK ff~F 00ASHUB r-------- AUX. POWER BOX A BOOFU0 I . 5A )400A MASTER 6MO~NITOII 5A 5A SA CONTROLLER L..f---------------------- F403 ® . M ESS ETER F106 — LOAD SUMMARY MAXIMUM DEMAND 28510/A 343A 25% OF MAXIMUM DEMAND 72KVA 87A NEW LOAD 500K/A 600A TOTAL 857K/A 10311A (E) SERVICE 300W.' 1030A NEW LOAD 0• IF TIllS BAR OCISNOT MEASURE r ThEN 0905215 80(1ST TO IGAIE I t MAIN 12JcV-2000ASWITCHGEAR Sol SPARE SPARE IjSPARE SPACE ( . EXISTING LOAD EXISTING LOAD 2180 RUThERFCRDRO 5800 CA 84808 stem 800 ROLUIGRO UIJSRAE CA 20300 223 NOV. OtTO. AIGile 8,05, CA 92321 .4028 o: 714090-0280 FIG 714,092.0205 Th.000 37, 10030 0,4 10 III... 0003100 2F2 02 *02 0(090310? P.sfflsbld,,.9bIIGtCO3 Tb*03*OII2OIX'.0IV.10200958 000V.l8Y*00*100702919( PaO31h,00SM10WltttCt TS _ NER#l O urijE - SUNGROW STORAGE SYSTEM MODEL # ST55OSM#250UD I I "ALL INONECONTAINER.250WAI556REH Ii T CONTPJNER#2 LI-BATTERY L-------------------- ----- ------------------- ---__ i i SUNGROW STORAGE SYSTEM MODEL# STS56KWH-25111JD ALL IN ONE CONTAINER, 250KVAI5S6KWH NEW WORK . . w >-x LU o . I— —j (12.20' UJ >- CD ,1 . . •.• - , . SIIEETNO (D SEE DWG E200 FOR CODUIT AND CABLE DESCRIPTION - E300 SF0506039 XF-1 \ INV-I -0' 'NV-2 '1'Isc3PPri35A ( 1sc3P454A 1c3P454A 4'1scSLOPñ23A I 1scSLG454A !cSLG454A 4-Isc3P37163A .4, In SW 38603 A FIOI P102 4'Isc3P28430A 4'Isc3P26449A 4'Ise SLG26l45A 4'IscSLO23829A .J,Ise 3P453A 4-1cc3P453A .4,IzcSLG453A 4 Ise SLO453A ) 3P-400A ) 3P-400A I --L;- 1sc3P29938A . VU-800A Ic SLO 27882 A 3P-800AS F103 .J, Ise 3P25323A 4.0scSLO22785A g'3FU-60A 1c3P25323A AUX. POWER BOX lsc SW 22785 A 8100 4'1cc3P29045A - I'IscSLO26989A .4.-Isc3P900A .1,IcSW897A XF-5 '.l' Isc 3P 37174 A 4.IscSLO38600A XF-7 Isc .j,hSL038608A XF-2 .4, Ise 3P 37174 A 4,lscSLO38608A XF-6 c .4.. Ise 3P37l74A .4, Ise SW 38608 A XF-8. 41sc3P37I74A 4Ise SLG38608A SDG&E In 3P 12500 A To SLO 12761 A NEW WORK Ise 3P 13327 In SLO 13312 CBL-0005 CBL-0006 4' Ise 3P516A 4'icc3P277A 4'iccSLG344A - 4'IccSW185A .4,Icc3PI2415A ..L-icc3PI2637A .4, Ise SW 12398 A .j, icc SW 12544 A BUS-0015 !cs3PI29l5A In SLG 12727 A CBL-00I0 4' Icc 3P 79 A CBL-0009 4' Icc SLG 52 A IT, Isc3PI99A .J...Icc3Pl2379A 4' Ise SW13IA j.-Ise SLG12058A .4,Ise 3P12268A . . - . ... ,p'I' 6 4'Icc3PPi79A 1' In SLG Pci 51 A -- -- -. .41cc3P-l}578A -.. .... . ..,.-. . .. .............. I 3p9 4iccSLGI1743A c 4'Isc3PPriI99A 4' In SW PA 129 A 4Ise 3P22307A BUS-0011 .J,Ise SW22959A Icc3P I3922AIccSLOI3228A BUS-OSlOIcc3P28573A Jbiff 3 l. Icc SLO 26890 A REAR ROLL IccP 1176A icc SW 745 A 1(4 MIXER ,J icc 3? 6271 A - MILL FRONT ROLL icc SLG 3835A ............... In SW 745 A BUS-0014 I Ise 3PI2932A In SLOI2738A CBL-0007 4' In 3P 259 A CBL-0008 4'-IccSLGI70A 4'1cc3P259A I 4Icc3PI2230A 4'iccSLGI70A I ...I.-Ise SLGII96IA I .4,1cc3PI2230A 4IccSLGII96IA XF-II XF-IIA 4'isc3PPri259A -'"T' 4'Isc3PP.i259A 4'IccSLOPril68A I 4'iccSWPciI68A 4 icc 3P 33027 A I 4. lsc 3P.33027 A 34444A 4.34 . .. 8135-0005 -j- Icc 3? 40865 A 3? 40865 A I InSW39495 A iccSLO39495A Tlsc H#I #2 Icc 3P 7839 A 3P7839A IccSW505IA In SLO 5051A 3P-3200A9 3P-3000AT OOAF OOAT I 3P-I600AF SUB-I ) 3P-800AT 1c3P38059A In 5L039496A 1cc3P37I74A In SLO 38608 A 3P-3200AF 3P-3000AT Ise 3P 37174 A Ise SW 38608 A 3P-3200A1 ) 3P-3000AT In 3P 37174 A Ise SLO 38608 A ) 3P-3000AT 3P-3200AF 3P-3200AF SUB-8 3P3000AT Ise 3P37I74A Ise 3P37I74A 1SI SLO386O8A 0ccSLG38608A !PrnoPht Sngmw S1556)cWH-25OUO ES system .........---------.--.---- -------. I Ci c TVRhklntand 4__ ' U-Hd- - - - Mom0edm10p PI.p* -43 f' C SUO0W..SUPP1Y. co. .Ltd...... '1659 O40. Xiyo...be4 - '. :I5torogo der'epp1ydb-...Ltd. .5 250D58 Met ci ' 0_78 0 Mthgchudot Rood Boyoñ 're6hnolOgy L 54ut.so14 -' .p. 30d88 H t 4'4' - CISea p 4. tv . 'csco Rotnoottoni pOe±p,.*,'. 1 Be. Al Tedod to .$'- ANSI/CANIUL9540 2016 '- . 4//'tt Model Deeigntio ST500FJPH-25 6 ST500KWR25OA. .... . .... - - e'r5481001250sTS4810!111250A - 1 Ra6d Veltag ' o5 AC8it16OHUo .. t 4; lrpogetA4225Y. 59.3-60.JH8) n-'...... Ret d CurreOt ... 300A 339A mew (255014 275kw £ Prdt t Mo C14 C I '4 1 j Output Rat4ogU AC 480V 65Ro I33OA max. 275kw mew p toe ivatallto& ecc6rdiug tdothliceAaèe/ 00 smatalletidu ±n?tru0t2.eua oodx 16 Is s Ted I - vaI 4'036/08/.2ole J /4 44' j • 0 0 } 740•V•./OIP Vj wxb 41 00- 5 i-4 I I 41 J'.4' I U 44 2 'TOh0I40 ( /(/0 0. 00 OerJ040'.00'0.qt0I.oWtu,r0-Ict,cO It0V.W,00000200 0 J.0,n0t.'00O0.t.000 SThS6KWH-2SOKVA STORAGE SYSTEM (i UL-9540 (2 - NOT USED .3 PowerStore 5X: Hoth Site Network Hub PowerMonitor 61 ) ciiPanel LOILSeTh Technical Specifications Technical Specifications Site Configuration Guide . Model 500 Model 165 Provides re&-timeenergy usage data to manage energy ___2_ 0 The Stem Model 500 Site Network Hub is an industrial networking solution utilizing Ethernet and use an costs. Tesla SMC + PM6.1 + SNH + Site Meter + ESS Meter options to support the requirements of Stem and customer system -' - - - yc METERING Via External Monitor MAX CURRENT DRAW (POE) IYA TPOWERM0900000I "' Ethernet via Site Network Hub - tiOPORTU LAN. LAN and Power, V INPUTUOLTAGE 240 VAC Split phase V - V PowerMonitor I2O/2O8 VAC WYE 0 04 • V V SlneloPhotooUon . 3ph0103un0v0040vlllnntoline) 3phen4 Um, Vc600v Pine noOne) CELWLARO CERTIFICATIONS FCC Part 15. FCC ID 8: USG-P1710 2771480 VAC WYE - - - OPERATING TEMPERATURE 0'Fto140'F(Q'Cto6O'C) 24O VAC DELTA DIMENSIONS : __________ HUMIDITY 5.95% men-condensing 480 VAC DELTA ..V __- - ENCLOSURE Polycerbonate UP 54 IiIiI,I INPUT CURRENT 2A CAT III NOMA4 Stool Panel V 3ITUsErMIR4Hue V MAX CLEARANCE BETWEEN 255t(7.6m) UNEFREOUF.NCY 60 Hz _______________ ISPL0000005rtecOcTpOl.LEO DEVICEUAIPDCITE _______________________ WITHSTAND VOLTAGE 3kVA NETWORK HUS mile 11111 111111 WEIGHT 12.4 Res (5.62 kg) OPiRATINGTEMP 14*F to 131"F (-IO'C to 55*C) HUMIDITY TQP_[P. P=M1!SVSTEM 20-95% non-condensing RS-4i5 TO COMMUNICATIONS Ethernet and Cellular ENCLOSUR= PROTECTION IP 66 D WEIGHT 18lbs(Skg) ceeoso 14x12x6in I PARAMETER UPDATE 1Hz I V I . • • , PORTOPCNINGDIAMETER 1.0 inch • I SITEMETEC ESSMETER . I REOUIAEDFuSING CC Class, fl FRONTVIEW SIDSVIEW 8OTTOMVIEW meDelay(FNspacify) V - CERTIFICATIONS U161010 NtMA4XW.tenproofPlesoloPonel RS-485 DISCONNECT BREAKER Yee ACI. AC IN GROUDINC REOU!RCMENT 18 AWG Protective Earth "now 'I oI.Oa S% or); i n ReAd- POWER METER AND CONTROL ('01 SITE NETWORK HUB (-I POWER MONITOR 8.1 (e ACUPAT4EL METER 7 SUNR0N I SMISUPIOSDI ST556KWH-250UD LT 556KWH-25OUD Storage System SSoSofl15Po 55GIOH OSOUD v. i:11 t -~CPP~tymow em— .. -?--- -,-- V 0dMt.51epC001a040( V lloadi,,o- Iag.!,g (sThMr /TL,OES - Optirnired poemdedg to flpt bno4.ndano de,gJdndbJ fld/oy4LCQ ocoo op t0 04090 0 9Odt I IPn °W 04040d0r..tO - L '°°° Z 00 4000000/0 400' 90 - - .4p4 4- °? P We9httM4 /0400 000pt /04 W4040/to b ....L.0 •-4Vp ...... 'r -iw ...___.. -. .--.._ ......... Op.rnlinol0040ntu,.nng. -SOto!Ot/-22toI22 cPcuir'IAepAM M40000Jr.9.I000d0 S0O0../UC0ft c006rocc..crocom.o..yccamb.r nasan/Wntornncod9000 - '.40000 40004y Mo - 1' 0000 0000 00000 -. 0000400 - . 000o0009000 —' — -- .=._.__ .... A- - N. ik ,;5) v,<.t .. "iC -i - - - vuJ¼, -kn,i/t1 y, (j'•q I T %71I j tj'\4'S.:i; \i •-c •'• - Pngo2012 0 ll t - irvnlseuesoa500t - uEsuuno flees 000vjls0 I5 SoT 10 scalE E501-: - mae 9 or 9 jse - :L' .) Wer. Stem Inc. A 860-002 R— 01.00 Certificate psa.:uL1741sA GrOUP Certificate of Compliance Certificates: 70184195 Master Contract-. 253758 Pevijeet: 70104195 Date Issued: 201545-I1 Issued to: SUNGROW POWER SUPPLY CO.,LTD No. 1699Xiyoo Rd. New & fligt. Technology Industrial Der, Zone Hefei, 230088 CHINA Attention: Roughest Do The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US'for Canada and US or with adjacent indicator 'US'for US only or without either indicator for Canada only. tensility: MasZ,Tovt- Michael Tong C0 0 ,111) US PRODUCTS - . . -, --.. '-i.: . '.: .• .•........... CLASS - C531 109 -POWER SUPPLIES-Disleiboted G - enmonna Power Systems Eqoipmeot CLASS. C531189 - POWER SUPPLIES -Dittnbuted Genmalintt-Power Systems Equipment -Certified to U.S. Stasdueda Power Converter System (Stand-Alorm or Grid Support Utility Interactive Investor), Model SC25OICU, permanently coosected, bi-directional for sue with.bottery m005gomosl typeet. For details rotated to toting, sine, configuration, etc., refemece should he nude to the CSA Certification Record, Certificate of Compliooce Amen A, or the Descriptive Report. CSA cop - Group Certificate: 70184195 Master Contract: 253750 Projeec 70184193 Doeeitsued, 2015-05-I1 APPLICABLE REQUIREMENTS CSA C222 No. 1071-01 - General Use Power Supplies °UL 1741 - Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resosreos (Second Edition, Revision Seploosbcr7, 2016) *Note: Coofonsilyeo UL 1741 (Second Edition, Revision September 7, 2016) includes complionco with applicable requirements of IEEE 1547.2003 (P2008). IEEE I547.1-2005(R201 I). California Rule 21 ansi Supplement SA. W SA carcup Supplement to Certificate of Compliance Certlfionte: 70184195 Master Cosstroet: 253758 - Thej nlotaeta fitte4 iadnadb.g the latest reso.thm d.oerihodbeler4 one oltgtMe to be neerkedit, aearenlaam sdth the refranored Ceeltfisutto Product Certification Project Date Description 70184193 2018-05-1I PowerCoovester System (Stood-AlonoorGrid Support Utility Interactive Iovoetrr) Model SC250KU. Stem Inc. 880.083 Rev 01.00 Powaestate 8.OULIT4I Certificate '... `.u-CERTIFICATEEOF COMPLIANC-E,-) I 4 2017 at t CeflIfiateNumher 0827-E492576 -. .. ..RepoetReferi.ce E485270,20170426 Issue Date '-2Oj7-JUNE-27 -. \. .. I - / Iaouedta 'Sungrow Power Supply Co Ltd ' - - - 'Noi699Xiyou Road Hefel 'r I .. AnIi13 OQ88CHINA; !! This Int0 certify that STATIC INVERTERS, CONVERTERS AND11 'Ji • rapeenentativa aumples of "*ACCESSORIES FOR USE IN INDEPENDENT POWE ,SYSTEMS- - ;. -•'"\ lk7JSeeMdendumpage , tf'°\ ' f: Sja 1444.been investigated by UL in accordance with the - .-. Standard(s) Indicated on this Certificate. - ( a ({ U Standard(s) for Safety: UL 1741- Standard for Safety for inverters, Converter: Controllers and Interconnection System EqUipment for With Distributed Energy Resources, IEEE Standard fist interconnecting Distributed Reourcos with Eteistric Pa Lk . ttL ,tL L)\Procedüres for Eauipment Interconnectino Otty those products beating the UL Certtcallon Ma CertIfIcatIon and Follow-Up SeMce. 1 Look for the UL Cortilcatos Math on the product. 6i rj, Pagnlef2 '-',_:) - - Y\,.CE-RTIFICATE1O..:F tCOMPLi'ANCE, frdUn 'Ce,tl8cateNuenber.,'20170627.E492576 RepetRefereiecI E485270-20170426 - (t . 0 4)lsstieDate 2017JUNE-27 - t, ip tjt -r' i.t w.i - .'°'- -- - This 510 cattily that representative oamples of the product as specified on this cartifictite were tasted L according to the cement UL raqu em 515 I ' "L - J Pennanently-cannected, Battery input,-Power Conversion System, which could be - it,. tused as utility- Interactive or Stand- AWorn ode, 3-phase inverter with bidirectional - kfunistlon for/SC to DCcharge'contm[ling function.-- .MOdeISC25OKU ( - i•r*,.'. r 1 ' ¼,)çF. Jtilj. A'1 V1''ui 'Vt ' ,, sv •I '. v vs 7 'S • 6 UtY;061i )0 11 F9 'J 6 ,,- -- 7. (C ~ .. . t au-v au-v 4dj 't'i ' 1 L1 1 1 )!3j:t a fv utu050nreor0050s cAeuneasca.mesa stem 150 aOt.L5t5 05 .nu.nnuaouotast swoopndSun,duantamooutoaov, em Sass, Three Avnsso 5,nn.CAS2OSI.4020 Inns: 714,500-0200 Fcc: 714,sau.020t Tiredneal eornoetaneaesnnvemu Iv treat *5, nn 5,. eatnrnIt of p.omntodc.ututektueo. T,austnsr.onesu,.atoaoralead .on0tSyn,emeeer*Seb, Pccabuthantutslaco. .1,11J. E1gF Cmmnaco,OUo.rna a 055104. I POWER CONVERTER MODEL SC250Kti (ii UL 1741 CERTIFICATE OF COMPLIANCE—'CERTIFICATE OF COMPLIANCE..-"- CestW,catettaasher 1612.118O)1 & 1L(L t',hl iT (:r, I) u 'Vinoii \ ii - fiepattRefee000e. MN4918B'20120131 ' IssueDate 2016-JULY12 i th Refereflio t&4918O-2O12O13l ,. . ; th y't ) Li )t510000I. 2016-JULV112 1 I isattedlo. SAMSUNGSDICO LTD " ----u- - - ,. -. 3 t Thisis to ceuty got re cots neon nlllra product osspecified on8ruec.etlgca(enrere tooted . Mtomobve Battety Sistems 818 Kadtun-RI Samnam- naeoedbl5 be Ote cssrren(ULeeqoreeneots. " 'u- L MinUiJU-Gun;"" '-'-c.1\ UIsan689-810KOREA - - . - -- - Thlslatocetlilythat COMPONENT-UTHIUM BATTERIES ' i.' - tIER Casnpaneevt- Sneendery, Illtteut-lnst Prismatic Large sets as noted below. -! 1 - '' - - 1 - .1., p opr0000tesve numitlea of See addendum Page CUO&YROW2. , '- - 7' - . Have been Investigated by UL In accordance with the Standatd(s)tndtcatedonthisCeotdlcate 1 - CMOSOCRIIIIOS.. CSOS4ORsOII-o, C0094580057,, CMse4lil000e5.. C510940R00040 ctsiSg4oRegost- -. . - - - -. - 'N51g Thestjfrm nestismedettsmtsemeons5se mode name ongld have apgn,talnlogte ' i. r ' olyttottatnerte m 1tieiretvsalanorpIetIsasn sonlrcdirsg si~andsurdts) forr Setheyn. Standard forSafetylol-uthlumBatteries, UL_ 1642,, e 1 Additional hltOsmattous See the UL Online CettIItCat1InS Directory at : -- "1T' '- .-° I. (1 - www uLcomldatabase for additional kufonnatton 1 I 11 1 4 I a. - Only those peoducte heating the UL Cettiteallon Merit nlsâedd ho cortaidared-an bela covered by UL'S Certification and Felow-Up ServIce. -------. The UL Recognized Component MerIt generally consists ot the menutnctures's identification and catalog - asCiI's,, model number or other product denignetton as apenifltd order 7A~ toe the particular Recognition as published in Ste appropriate UL Directory. As a supplementary means of identifying products that basS been produced under UI'S Component Recogruibts Program, UI Recognized Component Math: .t may he used as conjunction with the rotated Recognized Mel. The Recognized Coatettsnt Mark In required when speeded in the ul. Directory preceding the r050grelaata eq under *Ma*hW for tire tndMdsaf 4, recognitions. k - Recognized components am incomplete In vatifirs constructional features -. - - /1 / - - •. - - , - -- - - - capabtdies and are rdaoded Reuse as cnmpcneeta of cetoptele eqotitmSot submitted ferbvaealtgo5ists reSter IhualordisettnepsrotnhsstatntissisUte0otd. The fined Scceplance *film cornpcneasriodépendonl upon gti ) ou.tafobcnend000mcomptebeqtsipmentguvmbledtoulU,C \ / "u t.. r - - - - - - - - s: . s - '' , \ . LeokreqgtetilCettuteohnn Moth enlhepreduct. \er.r) f't I ' (t 1.1 I 'I-dr. ' - f - -;' ,•' - n-s - is - - ,y r -- (a., ..f C ', -•on ..----------- .- - - - - ,a A Pupeld I I I. - -- - - - - - -, -- - -- -- ii Pate2ni2 v - ------. ':- - - I U11642 ( StEm Inc. 850-005 Rey 0100-- 1 II' (ur t j'r i a ;:CERTIFIC,TErOF COMPLIANCE tAil ERTII$TE pF COMPLIANCE, ft \' ( '15 ' 'u\t • ( \ 'r\ ( I _ ! -J.1, tIn 0 Fisipo H49407-2016092 i017-`NOVEMBER-21 Issue Date 2017-NOVEMBER-2i 'A V, L C suaedtot SAMSUNG SDi CO LTD ti: This !thaIroe naPtes!odactao5PetedOo this cettdicalawere tasted emdoiding to the current UL requinernords. 1 428-5 GO G NGSE DONG GIHEUNG U YONGIN SI GYEONGGI DO146-577 KOREA USR-Comporents eattenestfsr Us. ir Soul otarylppilcatovs This Into certify that COMPONENT BATTERIES FOR USE IN LIGHT-u ,.vç , •, Models Mcti°YEIPM7S2.0000I ELPM762.00002 ELPM7G2 00003 ELPM762-00004 ELPM762 A - .:repsantative eamptesot ELECTRIC RAIL AND STATIONARY APPLICATIONS : 1 - 000os; ELPM7e2-05508E1PM782-01057. EIPM7S2-00014, EIPM7e2-00015, EIPM782-0O0lti re See Addendum Page -e ELPM7e2-00018 ELPM7e2-00020 and 51PM782-00023 sotichgea boo - - -:- - -- - - 1 -• - - - a Model: EIPJ112-00006, EIPJ112-00015, EIPJI12-00015. E1PJ112-00017, E1PJ112-00025, - - -.. - - Have been investigated by UL in accordance with the,-*, ,'1 -. EIPJ122-00011, ELPJI22-00025.ELPJIO4-05005 and EIPJI14-05003 Standard(s) indicated an this Ce5tficate1j '15i 'e ( pneo10 8550 Use in Slatfonarylppllcatonn Cestllied for Canada 1 a jt ds../4u 'i\Ji/ v "" a' Sea dard(e) for Safety', Staitiard for Safety for Battenes For Use In Light Electnc°vu 'c ' Model E62-00O14a d ELPe2-00a15 f t cti a, 1Rwi(LER) Applications And StatlonaryApptcabonsUL Li . ha '1'° ' 'Iv_:W'\, " Saftchrlie 4. Additional Infatmntton a, Seethe UL Onitne Cerbficat:ons Direct&y at i Mndgl ELPJS22-00011 Ii lu-41 f I lt SI '1 w t., te ul comldatabase for additional information - - . -J 4, - -• - . - - - - - Only those products heating the UL Certification Moth should be considered as beingro vuu by UI'S - Certification and Follow-UP Service. - - - - - - . - The UI Recognized Component Murk generally consists of the mavufactorer's.idtntllcatlon and catalog , v number, model number or otter product designation as specified utder'Mndeng,tor the particular / ,. .1 - ,Rfioàsnlllon as published In the appmprtale UL Directory. As a supplementary means of identifying products that have been produced under UI's Composenl Recognition Program. UI's Recognized Component, MattE IW may be used In coaluncton with the reqslred Recognized Marks. The Recognized ComponenlMarh Is - u-JreiuImd when specified in the UL Directory Preceding the recognitions or underMarIdngd'-for the Individual tet emr5na 0' I. . 4Re666nlied iiimpormiftare Incomplete In cetlals covtttucti000l features orrestttcted In performunce 5) capabIlities and ire intended for use as components tit cothpIeta eqsipmenl sub hoed Itt investigation rather. - 'than tSr direct separate Installation In the geld. The finsd acceptance at the compoiiont to dependent apes Its - I Installation and use incomplete equipment submitted tuUllLC. - '' -. t .y 5.1:1 l' it11 -- 1u Look for the UL Certification Mark en the ymdoct IF -- -----j I ,. , I - - I 1 Il 1 .a1, - I '\ 'htt.!/mui L,,ut 4 • trsn_r_ S ? Paget0t21. -", _ - - -. .,1 ,, 4 1. UL 1973 SPO11ic .. * .. HatWy WdIIm i B a PwdFIn,0m50819c ARICAZEITIIARBIAC \ I ... . C * iywoo 9 - M0B8BghL A ' Vo St AYe V a - ..WB,sermBn i ,j 9MdtTBIàj'BlOomBB9 9 QPnm ec 'A .3 :i SITE .\ IDBEIn F •-. ". I . ... I t\1 I'•.., . ?-... .. . .. . .., iceoir a osqesces 9 A 1 - I A MAr 9A(AABaflZ - . A 3 LAIRI39 _,-h- GUNNAR a a 9 .-_ / yzloRllhmford948a 9 ... ''-GRMPthcMGdIcaI WS I .TEEWABAA&. LbosSoi 9 ' -' -. 1 " 9 C I •. OR ECAIST SO -01 'A-'.-r' S8IiDI09BSI9 - 1. p 9älcrednoiose. AIAFEQ I +_,T-- Ire ProtBAtron Prcdutts ' I ,. 'A L-3CbirrorupNatIu*s 34 3 9 A -* CSTSBBGiLBIP 9MB811511B8(IIIS93 PIoionics 14 _ -- 9eemar ir 10. '. Site Plan NOT TO SCALE 0 ALL TRADES B. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS ON THE SITE. SPECIAL INSPECTIONS V A. THE FOLLOWING ABBREVIATIONS OR ACRONYMS MAYBE USED IN THESE DRAWINGS: PROJECT = CAU.AWAY ENERGY STORAGE SYSTEM THE CONTRACTOR SHALL MAKE A SURVEY FOR GENERAL CONSISTENCY OF FIELD THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN CHARGE WHO IS ACTING AS CONDITIONS WITH INFORMATION SHOWN 04 THE CONTRACT DOCUMENTS BEFORE THE OWNERS AGENT SHALL EMPLOY ONE OR MORE DEPUTY INSPECTORS TO PROVIDE PROPERTY 2195 RLTIHERFORD RD STARTING WORK. THIS SURVEY SHALL INCLUDE VERIFICATION OF DIMENSIONS INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW AN THE CARLSBAD, CA 92008 AND ELEVATIONS. STATEMENT OF SPECIAl. INSPECTIONS. THE REGISTERED DEPUTY INSPECTOR SHALL SEA PERSON AS SET FORTH IN LOS ANGELES MUNICIPAL CODE SECTION 91.1794.1.3 stem IDG = IDG STRUCTURAL ENGINEERING SHOULD THE CONTRACTOR BECOME AWARE OF DISCREPANCY OR AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE SUPERINTENDE PROJECT STRUCTURAL ENGINEER INCONSISTENCY BETWEEN FIELD CONDITIONS AND INFORMATION SHOWN IN ThE OF INSPECTION.G FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERA 104 ROU.BIB RD PRIMARY CONTACT: FARSHID BEHSHID. CONTRACT DOCUMENTS AT ANY TIME, THE CONTRACTOR SHALL IMMEDIATELY REQUIRING SPECIAL INSPECTION. THE REGISTERED DEPUTY INSPECTOR SHALL BE NOTTFYARCHTTECT. IF THE DISCREPANCY OR INCONSISTENCY INVOLVES OR APPROVED BYAND SHALL BE RESPONSIBLE TO THE REGISTERED DESIGN PROFESSION IN CODE 2019 CBC; PRIMARY BUILDING CODE FOR PROJECT. EFFECTS WORK SHOWN INThE STRUCTURAL DRAWINGS. IDG SHALL ALSO BE CHARGE OF THE DESIGN OF THE STRUCTURE. ALL SPECIAL INSPECTIONS SHALL BE MADE NOTIFIED. AND THE CONTRACTOR SHALL OBTAIN DIRECTION FROM ISO BEFORE A REGISTERED DEPUTY INSPECTOR. WHENEVER THE TERM TIPECLAL INSPECTOR' IS USE BUILDING THE CITY OF CARLSBAD DEPARTMENT OF BUILDING AND SAFETY. PROCEEDING WITH AFFECTED WORK. THIS CODE, TI SHALL MEAN REGISTERED DEPUTY INSPECTOR'. DEPARTMENT THE INTERNATIONAL BUILDING CODE, 2018 EDITION: SECONDARY THE CONTRACTOR SHALL CONFIRM AND LIMIT LOADS IMPOSED ON THE IBC = BUILDING CODE FOR PROJECT. STRUCTURE BY NEW MECHANICAL EQUIPMENT OR OTHER NEW NONSTRUCTURAL ITEMS. INCLUDING FRAMES, CURBS OR OTHER SUPPORTS AS OCCUR. WEIGHTS INSPECTION THE CALIFORNIA BUILDING CODE, 2019 EDITION (CONSISTING OF AND OTHER LOADS SHALL BE COMPARED TO AND SHALL NOT EXCEED THOSE TRADE INSPECTION DUTIES - DURATION CBC = THE 2018 IBC AS ADOPTED BY THE STATE OF CALIFORNIA); SHOWN IN THESE STRUCTURAL DRAWINGS. WHERE WEIGHTS OR LOADS ARE NOT SHOWN, THE CONTRACTOR SHALL DETERMINE AND SUBMIT THEM TO IDG. ADHESIVE INSPECTION OF MATERIALS CONTINUOUS SECONDARY BUILDING CODE FOR PROJECT WHICH SHALL VERIFY COMPATIBILITY WITH STRUCTURAL DESIGN BEFORE ANCHORS AND INSTALLATION IN THE INTERNATIONAL CODE CONFERENCE; AUTHOR OF IBC. INSTALLATION. ACCORDANCE WITH [CC APPROVAL. ICC SOURCE AUTHORITY FOR GENERAL CODE REQUIREMENTS. NO SUBSTITUTION. CHANGE OR OTHER DEVIATION FROM THE REQUIREMENTS OF THE AMERICAN CONCRETE INETITIJIE. SOURCE AUTHORITY FOR ANY CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE APPROVAL OF o,ru.reeo IS.,:r3DOO.O1iD ACI STRUCTURAL CONCREWORIL OWNER. - THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION; SOURCE e. UNAUTHORIZED SUBSTITUTION. CHANGE OR DEVIATION SHALL BE SUFFICIENT Pufflct,d.SBUIEACVAC. AISC = AUTHORITY FOR STRUCTURAL STEEL WORK. CAUSE FOR REJECTION OF THE WORK ANDIOR OF PAYMENT REQUESTS. THE AMERICAN IRON AND STEEL INSTITUTE; SOURCE AUTHORITY SHALL BE MADE AMTHOUTWRTTTEN APPROVAL FROM ISO. 8. NO DEVIATION FROM INFORMATION SHOWN IN THE STRUCTURAL DRAWINGS - REINFORCING STEEL AISI AWS FOR LIGHT GAGE STEEL FRAMING. THE AMERICAN WELDING SOCIETY; SOURCE AUTHORITY FOR WELDING. B. SHOP DRAWINGS AND OTHER SUBMITTALS PREPARED BY SUBCONTRACTORS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION. A. IN ADDITION TO CODE. THE FOLLOWING SPECIFICATIONS AND STANDARDS APPLY TO THE MANUFACTURE. FABRICATION AND INSTALLATION OF REINFORCING STEEL IDC7 THE AMERICAN SOCIETY FOR TESTING OF MATERIALS; SOURCE u. ACCEPTANCE OFASHOP DRAWING SHALL NOT CONSTITUTE APPROVAL OF IN STRUCTURAL CONCRETE AND/OR MASONRY WORK FOR PROJECT ASTM AUTHORITY FOR MATERIAL QUALTTYAND TESTING STANDARDS. ANY DEVIATION FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS. 1. CR81 HANDBOOK THE CONCRETE REINFORCING STEEL INSTITUTE; SOURCE 8. REQUESTS FOR APPROVAL OF PROPOSED ALTERNATE DETAILS. MATERIAL - , ASTMAS1BGRADEEOFORALLREINFOR'CING STEEL(UNO). - STRUCTURAL E1 G AUTHORITY FOR REINFORCING STEEL FABRICATION AND SUBSTITuTIONS OR OTHER DEVIATIONS SHALL BE DIRECTED TO lOG 813,10 NORTH FIGUEROA STREET CRSI INSTALLATION STANDARDS. INDEPENDENTLY FROM AND IN ADVANCE OF SUBMISSION OF AFFECTED SHOP - - DRAWINGS OR START OF AFFECTED PARTS OF THE WORK. 3. ASTMA1E5 FOR COLD DRAWN WELDED WIRE FABRIC (UNO(. LOB ANGELES, CA 95042 - - ASV ABOVE C AWE 0I.4 FOR WELDING OF REINFORCINGSTEEL ....... C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ON THE PROJECT SITE. A.B. ANCHOR BOLTS(S) WHICH IN HIS B. QUALITY DETAILING AND CONSTRUCTION STANDARDS SHALL BE OBSERVED. APX = APPROXIMATE ORAPPROXIMATELY 1, SHOULD THE CONTRACTOR BECOME AWARE OF ANY ONDITION - - OPINION MIGHT CAUSE DISTRESS OF ANY PART OF THE CONSTRUCTION OR 1. REINFORCEMENT SHALL BE TRACEABLE FROM SOURCE TO SITE AND SHALL BE ENDANGER STABILITY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER SAMPLED AND TESTED TO CONFIRM PHYSICAL PROPERTIES AS REQUIRED BY ARCH ARCHITECTURAL ARCHITECT AND ISO AND TAKE ANY ACTION NECESSARY TO PROTECT LIFE AND BUILDING DEPARTMENT OR OTHERWISE NOTED IN THE PROJECT PROPERTY PENDING DIRECTION FROM OWNER - SPECIFICATiON. ., . . ' .... . . .................. ,-- . - .....--. .' ElAN = BETWEEN . . 3. MEANS REOD = REQUIRED AND METHODS OF CONSTRUCTION SHALL BE SELECTED.BY.THE..................2:" CONTRACTOR. WHO SHALL BE RESPONSIBLE FOR BRACING OR SHORING AS - REINFORCEMENT DELIVERED TO THE-SITE SHALL BEACCOMPANIED BY APPROPRIATE TESTING REPORTS AND CERTiFICATiON, INCLUDING EVIDENCE OF -cWi REQUIRED TO ASSURE SAFEIYAND STABILITY DURING CONSTRUCTION AND TO CONFORMANCE WITH SPECIAL DUCTILITY REQUIREMENTS SPECIFIED ABOVE. BLW - BELOW ....................................SATISFY BUILDING DEPARTMENT REQUIREMENTS: - - - . - - 2. LACK OF CERTIFICATION OR INADEQUATE CERTIFICATION SHALL BE SUFFICIENT - BOT = BOTTOM 3. DESIGN LIVE LOADS ON COMPLETED STRUCTURE ARE INDICATED BELOW CAUSE FOR REJECTION OF MATERIAL. UNCERTIFIED OR INADEQUATELY FLOOR! DECK LIVE LOAD = 40 PSF CERTIFIED MATERIAL SHALL NOT BE STORED AT THE SITE OR USED IN THE - CLR = CLEAR ROOF LIVE LOAD 20 PSF WORK AND IF DELIVERED TO ThE OTIS SHALL BE IMMEDIATELY REMOVED. COL = COLUMN D. TI SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLAN ThE WORK do AS TO MINIMIZE ITS IMPACT ON THE OPERATIONS OF THE BUILDING'S OCCUPANTS. WHO -............ - - - - - 4. SUBJECT TO IDES WRITTEN APPROVAl, REINFORCEMENT NOT MEETING THE SPECIAL DUCTILITY REQUIREMENTS SPECIFIED ABOVE (NOTE 2) MAY BE CONT = CONTINUOUS - - MAY INTEND TO ATTEMPT TO REMAIN IN OPERATION TO THE GREATEST EXTENT POSSIBLE DURING THE PROJECT- -. -. PERMITTED IN LOCATIONS NOT SUBJECT TO YIELDING UNDER SEISMIC LOAD. (E) = EXISTING (CONTRACTOR TO FIELD VERIFY) I. NO PROCEDURE WHICH CAUSES DAMAGE TO THE BUILDING OR ITS CONTENTS S. BARS SHALL BE COLD BENT AS DETAILED OR OTHERWISE NECESSARY AROUND OR WHICH AFFECTS OCCUPANT OPERATiONS SHALL BE USED UNLESS NO PINS OF REQUIRED RADIUS. REBENDING OF BARS SHALL NOTES PERMITTED EA = EACH REASONABLE ALTERNATIVE THAT WOULD REDUCE THE IMPACT IS POSSIBLE. - (LINO). EL ELEVATION -...................... RESPONSIBILITY TO INFORM THE OWNER OR 2. ITSHAILBEThECONTRACTOWS ' 0 BENDS'SHALEBE £4ADEIN SHOP WHENEVER POSSIBLE. BENDINGOF IN PLACE W LANDLORD OF ANY PROCEDURE WHICH MIGHT IMPACT THEIR OPERATIONS BARS INANY MANNER WHICH MIGHT CAUSE STRESS TO EXISTING CONCRETE EMBD EMBEDMENT WITH AS MUCH ADVANCE NOTICE AS POSSIBLE AND TO MAKE AI.L REASONABLE SHALL NOT BE PERMITTED (UNO). - Q EQ = EQUAL . - - - EFFORTS TO COORDINATE OPERATIONS WITH THE OCCUPANTS SO AS TO MIGHT 7. RUST, GREASE. MILL SCALE OR OTHER MATERIAL WHICH EFFECT BOND IS MINIMIZE THE DISTURBANCE. TO CONCRETE SHALL BE REMOVED IN AN APPROVED MANNER WITHOUT FIN = FINISH (SEE ARCHITECTURAL DETAILS) E. THE DESIGN REPRESENTED IN THESE DESIGN DRAWINGS IS BASED ON THE DAMAGE TONE REINFORCEMENTAND BEFORE PLACEMENT OF CONCRETE. FOF = FACE OF FINISH FOLLOWING DESIGN PARAMETERS: B. SEE CONCRETE NOTES FOR PLACEMENT DRAWING REQUIREMENTS. - PP = FULL PENEtRAtION (WELD) EARTAA]UAKE DESIGN DATA: SEISMIC DESIGN CATEGORY -V C. WELDING OF REINFORCEMENT IS NOT PERMITTED. UNLESS SPECIFICALLY OCCUPANCY CATEGORY = II - DETAILED IN THE CONSTRUCTION DOCUMENTS. F.S. = FAR 5I(L IMPORTANCE FACTOR I 1.S D. ADDITIONAL TRIM AND CRACK CONTROL STEEL MAY BE REQUIRED DURING THE GA GAGE (SHEET METAL OR WIREASAPPUCAOLE) S ITE CLASS o 0 EYE ROGRESS OF THE WORK, AN ALLOWANCE OFATLEASTOPIDPERCENTGYWEIGHT - P63 - E Sr = 0.357 OF THE TOTALREINFORCEMENT SHALL BE SETASIDE FOR THIS PURPOSE. SUCH lORE = HORIZONTAL =0.723 STEEL SHALL BE FABRICATED AND PLACED ATIDG'S DIRECTION. LLH = LONG LEG HORIZONTAL (ORIENTATION OF UNEQUAL LEG ANGLE) S. 5.357 - LLV = LONG LEG VERTICAL (ORIENTATION OF UNEQUAL LEG ANGLE) Re =2.5 Fr eS.IBW0 LEN = LONG SIDE HORIZONTAL (ORIENTATION OF RECTANGULAR TUBE) 4. FOUNDATIONS STRUCTURAL CONCRETE FOUNDATIONS HAVE BEEN PROPORTIONED EASED ON THE. FOLLWNI3 - ............... . .. .... . . . - ISV = LONG SIDE VERTICAL (ORIENTATION OF RECTANGULAR TUBE) ALLOWABLE BEAING PRESSURES IN ACCORDANCE WTII CC I. CONTINUOUS FOOTING: 1.500 PSF A. El ADDITION TO CODE. THE FOLLOWING SPECIFICATIONS AND STANDARDS APPLY TO MAX MAXIMUM IL LATERAL PASSIVE PRESSURE lBS PCI STRUCTURAL CONCRETE WORK FOR PROJECT: - - LOTrASO RD ES NOT M.B. = MACHINE BOLTS OR BOLTS 3INDICATED ASTM A307 FASTENERS) F ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). MEASURE A13ENBRAAMNG - MIN = MINIMUM ACI CODE OF STANDARD PRACTICE. (RI NEW ASTM C33 FOR AGGREGATE (UNO(. NIC = NOT IN CONTRACT (WORK EXCLUDED FROM SCOPE) ASTM C1SS TYPE IORII FOR CEMENT. ALL STRUCTURAL CONCRETE INCONTACT WITH SOIL SHALL BE MADE WITH 'TYPE II CEMENT. 5 NOM = NOMINAL .. . . B. ASTM C200 FOR AIR ENTRAINING ADMIXTURES WHERE SPECIFIED OR ADDED AT NTS NOT TOSCALE CONTRAGTOR'SOPTIOIK D.C. = ON CENTER S. ASTM 0454 FOR WATER-REDUCING. RETARDING, ACCELERATING. WATER.REDUCIN AND RETARDING OR WATER-REDUCING AND ACCELERA1INGADMIXTURES WHERE OF = OPPOSITE SPECIFIED OR ADDED AT CONTRACTOR'S OPTION. PC PIECE . ASTM COlE FOR FLY ASH OR OTHER POZZOLANIC ADMIXTURES WHERE SPECIFIED - ADDED AT CONTRACTORS OPT ]ON. NO MORE THAN TElL OF THE TOTAL CEMENT .. w PP = PARTIAL PENETRATION (WELD) - CONTENT IN ANY STRUCTURAL CONCRETE MIX SHALL BE SUCH MATERIAL (UNO(. PSF = POUNDS PER SQUARE FOOT ASTM C94 FOR READY-MIXED CONCRETE ALL STRUCTURAL CONCRETE SHALL BE )0 m DELIVERED TO THE SITE READY-MIXED. . - (I) Z - ROD REQUIRED : w i B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING PROPER PREPARATIONS PR I SIM = SIMILAR TO THE PLACEMENT OF STRUCTURAL CONCRETE. 12 >- EMS = SHEET METAL SCREW (SELF TAPPING UNO) -REINFORCEMENT SHALL BE PLACED AS CLOSE TO THE SURFACE OF CONCRETE AS o PERMITTED WHILE MAINTAINING MINIMUM COVER AS FOLLOWS (UNO) I- SYM SYMMETR(CAI, OR SYMMETRY . AT SURFACES CASTAGAJNST EARTH -THREE INCHES (31. AT SURFACES EXPOSED TO EARTH OR WEATHER: 8. - o. STD = STANDARD OR LARGER BARS INCHES >-D - 5 I. FOR 06 -TWO (2') SMALLERAND ONE-HALF INCHES - TOP OF CONCRETE IL FOR#BAND -ONE (i-ID'). TOG B LU PROJECTING CORNERS OF EXPOSED CONCRETE STRUCTURAL MEMBERS SHALL TOF = TOP OFFINISH - FORMED WITH SI4' CHAMFER (UNO(. w 105 TOP OF SL (NOT TOP OF SLAB) a REINFORCING STEEL ANCHOR BOLTS. AND OTHER INSERTS SHALL BE SECURED IN LI POSITION BEFORE CONCRETE PLACEMENT. SETTING DURING DRAFTER PLACEME TYP = TYPICAL SHALL NOT BE PERMITTED (UNO). UNO = UNLESS NOTED OTHERWISE 4. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES BEFORE PLACEMENT Oft. CONCRETE TO ASSURE PROPER INCORPORATION OF REQUIRED SLEEVES. INSER 0000004 __________ VERT VERTICAL CURBS, DEPRESSIONS AND SIMILAR ITEMS. - C. CONCRETE SHALL BE PLACED. FINISHED. AND CURED IN ACCORDANCE WITH THE RECOMMENDATIONS OF REFERENCED STANDARDS. s bO i - SAME or - SHEET NOTES: ALL STRUCTURAL CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. PROVIDE PEDESTRIAN PROTECTION DURING CONSTRUCTION PER 3306, CBC. EQUIPMENT SCHEDULE Lo MANUFACTURER Q(4535 DESCRTIOH S ILXW S HI IIN..APXJ WRIGHT ILB.1 ANCHORAGE COMMENTE 01 SUNGROW 2 ENERGY STORAGE 176,,42s94.5 12566 USE iir 0 HEn IQAO( BOLTTZ-SS EACH CORNER (4)TOTAL REFERENCE SYSTEM WITH 325 MIN. EMBEDMENT ICC-ESR 1917 AND 8 MW. EDGE DISTANCE USE 1120 KILn KINK BOLT TZ-SS EACH CORNER REFERENCE () TO BE DETERMINED I SWITCH BOARD 35536 E945 1000 (4)TOTAL WITH 3.25' MIN. EMBEDMENT ICC.ESR 1917 AND 5' MIN. EDGE DISTANCE TO DRAIN 4'IS STD PIPE HOT DIP GALVANIZED FILLED WITH CONCRETE 2110 RIITHSRFOIW RE CAASSRSECAISEIN stem 100 ROLLINS RD IS.L.RAECAIIWO WWWSINm.cOl, 100 I,00adn0S90RTatsPE0I 50005 o 105102 PSCIIRMESDIuIEWVICC IDG STRUCTURAL ENGINEERING 6040 NORTH FIGUEROA STREET LOS ANGELES. CA 00042 FEAR BAR DOES ROT MEASURE rEAm DRAWING S ROT TO REAL I. w II— co >-I c/,. UJ 0. (Dc'i I- 0 — I—S •O — a a 0 (u, w z w . SHEET RD. :81,01 ShOW Of - CONCRETE FOOTING EXPANSION JOINTAT MIN. 3% Sl.OPE— PAVING LOCATIONS A.SPMAL rT00 7:011 _(E) SOIL 1I=T-= .TiT : 4 CAST-IN-PLACE BOLLARD 5101 4'0 510 PIPE HOT DIP GALVANIZED FILLED WITH CONCRETE EXPANSION JOINTAT PAVING LOCATIONS ASPHALT OR CONCRETE PAVING SOIL 5w.. llp ) () (N) STATIONARY () BOLLARD (TYP.) W THICK T TI TI ig1L1 LT T T TI 1HL' 110 I ' I typ REMOVABLE- PLAN - ESS INSTALLATION 3/8=1-0' ROUNDED CONCRETE CAP TO DRAIN U, EXPANSION JOINT AT PAVING LOCATIONS F ................... . . - . ... .-... ... . ASPHALT OR 04 G Ir D.C. EACH WAY TOP CONC 0 0 BOTTOM SEND TOP BARS NG] pp =1 E—Zi I 2 EQUIPMENT PAO . . . ...... .-.-•....... ............ ... . .. ......... slol 1" = WEIREI EDGE DIE I. PER SCHEDULE Rl . 5 ANCHOR 1 1/2' = 1-0 CHAMFER (TYP.) *4L I ØPIPESLEEVE 114 MIN.WALLTHGKNESS . MOT DIP _tiHHII ftt REMOVABLE BOLLARD SloT V=