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Home My WebLink About2290 COSMOS CT; ; CBC2022-0457; PermitBuilding Permit Finaled Commercial Permit Print Date: 06/14/2024 Job Address: 2290 COSMOS CT, CARLSBAD, CA 92011-1517 Permit Type: BLDG-Commercial Work Class: Parcel#: 2130504400 Track#: Valuation: $40,000.00 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: REEF LI FESTYLE: 4 EV CHARGING STATIONS Applicant: TYRRAADAMS 2445 IMPALA DR CARLSBAD, CA 92010-7227 (760) 889-8664 FEE BUILDING PLAN CHECK FEE (manual) Property Owner: LV COSMOS COU RT LLC 2290 COSMOS CT CARLSBAD, CA 92011-1517 BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) ELEC: OTHER COMPLEX ELECTRICAL SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SM IP) Cogen Total Fees: $855.20 Total Payments To Date: $855.20 Permit No: Status: (city of Carlsbad CBC2022-0457 Closed -Finaled Applied: 12/30/2022 Issued: 04/12/2023 Finaled Close Out: 06/14/2024 Final Inspection: 06/05/2024 INSPECTOR: Kersch, Tim Balance Due: AMOUNT $300.00 $98.00 $444.00 $2.00 $11.20 $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 FURTH ER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov C cityof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check W2°-u,__ ·0'/6') Est. ValueC/f. ~ {Y2 0 PC Deposit :/204-J4£_ Dat~ /~ 2;C) ~ . Suite: APN: 2130504400 -----· Job Address 2290 Cosmos Court, Carlsbad, CA 92011 Tenant Name#: Reef Lifestyle, LLC. Lot#: 5 Year Built: 1989 ---------- Year Built:___ Occupancy: Commercial Construction Type: __ _ Fire sprinklers0ESQNO A/C:QYESQNO BRIEF DESCRIPTION OF WORK: 4 EV Charging Stations ___ .....;;......;;_ _________________________ _ D Addition/New:. ____________ New SF and Use, __________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ 0Tenant Improvement: _____ SF, _____ SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: Proposed Use: ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ D Solar: ___ KW, ___ Modules, Mounted:ORoof OGround D Re roof: ___________________________________ _ D Plumbing/Mechanical/Electrical I ✓ I Other: EV Charging Stations PROPERTY OWNER APPLICANT {PRIMARY CONTACT) Name· Tyrra Adams Name: LV Cosmos Court, LLC c/o Luminous Capital Mgt Address· 2445 Impala Drive Address: 8583 Irvine Center Drive, Suite 120 City· Carlsbad State:_C_A __ .Zip: 92010 City: Irvine State: CA Zip:_9_26_1_8 __ _ Phone· 760-889-8664 Phone: 949-939-9975 Email· tyrra@evagreenpower.com Email: matt@luminouscm.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:. _________________ Business Name: EVA Green Power, Inc. Address: Address: 2445 Impala Drive City_· _______ .State: ___ .Zip: _____ City: Carlsbad State: CA Zip:_9_20_1_0 ____ _ Phone: Phone: 760-931-2641 Email· Email: tyrra@evagreenpower.com Architect State License: CSLB License #:_1_04_1_0_71 _____ Class:_C_-1_0 _____ _ Carlsbad Business License# (Required): BLNR002899-03-2018 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. /agree to comply with all City ordinances and State laws relating to building construction. / /' J / / NAME (PRINT): Antonio Corradini SIGN~\,, ~L,.I.,~--~.' DATE: / z_ 22 f 2o 2 2... 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaffirm underpenaltyof perj ury that lam licensed under provisions of Chapter 9 (commencing with Section 7000)of Division] of the Business and Professions Code, and my license is inf ul/ force and ef fect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE}: D1 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. Policy No. ______________________________________ _ -OR-I ■ !1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: _v_en_tu_re_P_a_cifi_,c_ln_s_ura_n_ce_Se_rv_ice_s ___________ _ Policy No. 9222645-21 Expiration Date: _______________ _ -OR- Ocertificate 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 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. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of t he work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name: ____________________ Lender's Address: ____________________ _ CONTRACTOR CERT/FICA TION: 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. /agree to comply with all City ordinances and State laws relating to building construction. / /( NAME (PRINT): Antonio Corradini SIGNATURE:~~k' DATE: 12,,,/zz,,&Zi_ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: n 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. ~44, 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). -OR- D1, 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). -OR-□1 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form• is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application Is submitted orat the following Web site: http: I /www.leginf o.ca.gov/calaw.html. OWNER CERTIFICATION: I certify that/ have read the applicationandstate that theaboveinformation is correct and that the inf ormation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Matthew Stephenson SIGN: ~ S ~>t-DATE: 12/22/2022 Note: If the person signing above Is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0457) Permit Type: BLDG-Commercial Application Date: 12/30/2022 Owner: LV COSMOS COURT LLC Work Class: Cogen Issue Date: 04/12/2023 Subdivision: PARCEL MAP NO 11589 Status: Closed -Finaled Expiration Date: 12/26/2023 Address: 2290 COSMOS CT IVR Number: 45562 CARLSBAD, CA 92011-1517 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 06/14/2023 06/14/2023 BLDG-34 Rough 214117-2023 Failed Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No NOTES Created By TEXT Created Date Angie Teanio 951-415-4435 Jonas 06/13/2023 BLDG-Final Inspection 214116-2023 Failed Tim Kersch 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 Corrections issued. No NOTES Created By TEXT Created Date Angie Teanio 951-415-4435 Jonas 06/13/2023 06/19/2023 06/19/2023 BLDG-34 Rough 214625-2023 Failed Tim Kersch Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No NOTES Created By TEXT Created Date Angie Teanio 951-415-4435 Jonas 06/13/2023 Angie Teanio 951-514-5324 Tim 06/16/2023 BLDG-Final Inspection 214624-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Structural Final See card for correclion. Yes BLDG-Electrical Final Corrections issued. No NOTES Created By TEXT Created Date Angie Teanio 951-415-4435 Jonas 06/13/2023 Angie Teanio 951-514-5324 Tim 06/1 6/2023 06/26/2023 06/26/2023 BLDG-34 Rough 215313-2023 Passed Tim Kersch Complete Electrical Friday, June 14, 2024 Page 1 of 2 PERMIT INSPECTION HISTORY for (CBC2022-0457) Permit Type: BLDG-Commercial Work Class: Cogen Status: Closed -Finaled Application Date: 12/30/2022 Owner: LV COSMOS COURT LLC Issue Date: 04/12/2023 Subdivision: PARCEL MAP NO 11589 Expiration Date: 12/26/2023 IVR Number: 45562 Address: 2290 COSMOS CT CARLSBAD, CA 9201 1-1517 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio Angie Teanio Status COMMENTS TEXT 951-415-4435 Jonas 951-514-5324 Tim 06/05/2024 06/05/2024 BLDG-Final Inspection 250966-2024 Passed Friday, June 14, 2024 Checklist Item BLDG-Building Deficiency BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio Angie Teanio COMMENTS See card for correction. Corrections issued. TEXT 951-415-4435 Jonas 951-514-5324 Tim Tim Kersch Passed Yes Created Date 0'6/13/2023 06/16/2023 Passed Yes Yes Yes Created Date 06/13/2023 06/16/2023 Complete Page 2 of 2 1rue North COMPLIA NCE SERVICES March 7, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: CBC2022-0457 True North No.: 23-018-01 7 Carlsbad, CA 92008 Plan Review: TI Reef Lifestyle, LLC Address: 2290 Cosmos Ct Applicant Name: Tyrra Adams Applicant Email: tyrra@evagreenpower.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: N/ A Occupant Load: N/ A Type of Construction: N/ A Sprinklers: N/ A Stories: N/ A Area of Work (sq. ft.): NIA sq. ft. The plans have been reviewed for coordination with the pennit application. Valuation: Confinned Scope of Work: Confirmed Floor Area: See Notes Below Notes: EV Chargers, no floor area Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. 2. Drawings: One (I) copy dated February 17, 2023 by Eva Green Power. Structural Calculations: One (1) copy by Eva Green Power. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 Califomia Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. In order to expedite the pennitting process, we have made annotations (in red ink) to Sheet Al .3. 2. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 15375 Barranca Pkwy, Suite A202, Irvine, CA 92618 T / 562. 733.8030 • • • Project Name: Cosmos EV Charger Project Project Address: 2290 Cosmos Court, CA 92011 Supporting Calculations and Documentation Included: • Structural Calculation • EV Charger Data Sheet • EV Charger Stand Data Sheet Green P □wer /;J. > 1--0 1 ; , 11:-•£NGIN££RING STRUCTURAL CALCULATIONS FOR EQUIPMENT ANCHORAGE & FOUNDATIONS COSMOS CARPORT 2290 COSMOS COURT CARLSBAD, CA 92011 PREPARED FOR EVA GREEN POWER PREPARED BY 4 S.T.E.L. ENGINEERING, INC. 26030 ACERO MISSION VIEJO, CA 92691 PH: (949) 305-1150 PROJECT NO. 22-1165 December 19, 2022 • • • • ~/ SIEtfENG/NEERING Sheet: 2 Client: EVA GREEN POWER Job No.: 22-1165 Project: COSMOS CARPORT Date: 12/12/22 CALCULATION INDEX Engineer: 4STEL INDEX TO STRUCTURAL CALCULATIONS SECTION DESCRIPTION PAGES 1 USGS WIND DESIGN PARAMETERS 3 ~ 3 2 EQUIPMENT ANCHORAGE & FOUNDATION DESIGN 2.1 SEISMIC LOADS FOR PAD MOUNTED EQUIPMENT 4 • 2.2 EQUIPMENT & FOUNDATION DESIGN 5 ~ 23 2.3 EQUIPMENT ANCHORAGE CALCULATION 24 ~ 34 • • Page 2 of 34 ~t SIE#ENGINE'E'RING Sheet: ------- Client EVA GREEN POWER JobNo.: 22-1165 ------- Project COSMOS CARPORT EQUIPMENT ANCHORAGE & FOUNDATIONS Date: 12/12/22 ------- _w __ lN_D_D_E_S_I_G_N_P_A_R_A_M_E_T_E_R_S ____________________ Engineer: __ 4_S_T_E_L_ L\TC Hazards by Location Search Information Addreea: Coordinate•: E'9v,tk>n: 2290 Cosmos Ct. Carlsbad, CA92011. USA 33. 1224968, -117.2693568 257 ft 2022-12-06T19·48· 21 .816Z Wind Temecula C\ i Mop data 02022 Googk!, INEGI ASCE 7-16 MRI 10-Year 67 mph MRI 25--Year 72 mph MRI SO-Year 77 mph MRI 100-Year 82 mph Risk Category I 89 mph Risk Category 11 96 mph Ri•k Category Ill 102 mph Rlsk Category IV 107 mph ASCE 7-10 MRI 10-Year MRI 25--Yonr MRI SO-Year MRI 100-Year Risk Category I RiSk Category II Risk Category Ill-IV 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph 115 mph ASCE 7-05 ASCE 7-05 Wind Spe,,d 85 mph Tho msults indicatod hera DO NOT ronoct any stato 01 Jocal amondmonts to tho valuos or any d&linoat1on lines made duriflfl me building COd8 adoplloo process UMrs $h0uld confirm any outpul obft11Md from this tool with the local Autl'lorlty Having Jurlsdlelion before proc&&dJng w,'th dt1Slgn Pl&ase not8 thst the ATC Hazards by Locntlon website w/11 not be updated to support ASCE 7~22. EJnJLfHlLW.hy Page 3 of 34 • • • • • t:t SIEIENGINEERING Client EVA GREEN POWER Job No.: 22-1165 ------ Project COSMOS CARPORT Date: 12/12/22 ------ SEISMIC LOADS FOR NONBUILDING STRUCTURES 4STEL Engineer: ------ I SEISMIC LOADS FOR NONSTRUCTURAL COMPONENTS -ASCE 7-16, SECTION 15.4.1 I Risk Category = II (Tbl. 1.5-2) Seismic Importance Factor, le = 1.00 (Tbl. 1.5-2) Response Modification Factor, R = 1.25 (Tbl. 15.4-2) Approximate Period Parameter, Ct = 0.02 (Tbl. 12.8.2) Approximate Period Parameter, X = 0.75 (Tbl. 12.8.2) • Average Height, hn = 5.00 (ft) Fundamental Period, Ta= C1(hnt or T = 0.067 (s) (Eq. 12.8-7) Spectral Accel. At 1 s, S1 = 0.355 (g) (Fig. 22.1) Short Period Spectral Accel., Ss = 0.972 (g) (Fig. 22.2) Long-Period Site Coefficient., Fv = 1.945 (g) (Tbl. 11.4-2) Design Spectral Accel. At 1 s, So1 = 0.460 (g) (Eq. 11.4-4) Design Short Period Spectral Accel., Sos = 0.778 (g) (Eq. 11.4-3) Ts= So1/Sos = 0.592 (Sec.11.3) Cs = Sos/(R/le) = 0.622 (g) (Eq. 12.8-2) k = 1.0 (Sec. 11.4.8) Maximum Cs= k·S01/[T8(R/18)] = 5.507 (g) (Eq. 12.8-3 & Sec. 11.4.8) Minimum Cs = 0.044·S0s·le ~ 0.03 = 0.034 (g) (Eq. 15.4-1) If S1 ~ 0.6g, Minimum Cs = 0.8S1/(R/10) = N/A (Eq. 15.4-2) Seismic Lateral Load Coefficient, Cs = 0.622 (g) (Governing Value) Seismic Vert. Load Coeff., Cv = 0.2S0s = 0.156(9) (Eq. 12.4-4a) Seismic Overstrength Factor, Qo = 2.0 (Tbl. 15.4-2) • • Page 4 of 34 t:t SIEIENGIN£ERING Client EVA GREEN POWER Project COSMOS CARPORT LOOP EV CHARGER PAD KEY PLAN ------------------------- LOOP EV CHARGER PAD KEY PLAN ELEVATION OF EV CHARGER BOLLARD !00P 0 J_, PLAN VIEW OF EV CHARGER BASE PLATE ----7"---~ ---5"---,, 0 ---s·--- ---s)f--- Page 5 of 34 Sheet: JobNo.: 22-1165 Date: 12/12/22 Engineer: 4STEL • • • • ~t SIEtfENG/NEERING Client: EVA GREEN POWER Job No.: 22-1165 Project: COSMOS CARPORT Date: 12/1 2/22 ELECTRICAL PAD Engineer: 4STEL ---------------------------- PAD MOUNTED EQUIPMENT DATA EQUIPMENT WEIGHT (lb) LOOP EV Charger 79 CONCRETE PAD DATA Concrete Pad Length, Lx = Concrete Pad Width, Ly= Concrete Pad Thickness, tc = Concrete Pad Edge Depth, de= Concrete Pad Edge Width, Top of Cone.Pad Above Grade, Concrete Density, F.S. Concrete Foundation Weight, LENGTH WIDTH HEIGHT (in) (in) (in) 7.50 9.00 55.00 3.00 (ft) 1.00 (ft) 1.50 {ft) 2.00 (ft) 0.00 (ft) 0.500 (ft) 150 (pct) CONC. EQUIP. PAD W = Pc,( Lx,Ly,tc + ( Lx.Ly -(Lx -2.be),(Ly -2.be) ).(de -tc)] = ALLOWABLE SOIL VALUES Use presumptive values per CBC 2019 Table 1806.2 Allowable Soil Bearing Pressure, P5a = 1,500 (psf) Allowable Soil Passive Pressure, Pp= 100 (pcf) ~ Allowable Soil Cohesion, C5 = 130 (psf) BT DAT Page 6 of 34 Hcg Xcg Ycg (in) (In) (in) 27.50 0.00 0.00 675 (lb) ~t SIF«ENGINEERING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD ---------------------------- EQUIPMENT PAD SEISMIC ANALYSIS Job No.: 22-1 165 Date: 12/12/22 Engineer: 4STEL Seismic Lateral Force Coeff., Cs = 0.622 Allowable Soil Bearing Pressure, P sa = 1500 (psf) 100 (pcf) 130 (psf) Concrete Pad Length, Lx = 3.00 (ft) Allowable Soil Passive Pressure, p -p- Concrete Pad Width, L -y-1.00 (ft) Allowable Soil Cohesion, Cs= Concrete Pad Edge Depth, de= 2.00 (ft) SEISMIC LOADS TO COMPONENT UNIT WP H Xcg Ycg Fp Hcg (lb) (ft) (ft) (ft) (lb) (ft) CONCRETE PAD 675 0 0 0 0 0 LOOP EV Charger 79 4.58 0.00 0.00 49 2.29 IWp= 754 (lb) I Fp = 49 (lb) Fp = Cp.Wp ex,o = (I Wp.Xcg) I IWp = M0 = Fp.(Hc9 +da) ey,o= (IWp·Ycg)IIWp = I M0 = 0.000 (ft) 0.000 (ft) ..---C-B_C_A_lt_A_S_D_L_o_a_d_C_o_m_b_i_na-t-io_n_1_6_-2_1_: __ D_+_E_/_1 _.4 ____ __,I BTEQ Load Case 1, Seismic X-Direction : D + E xl1.4 ex,o+E = ex.o I + (IMJ 1 .4) / "i.W p = 0.130 (ft) p5(max)= ["i.Wp/(Lx.Ly)].( 1 +6.ex.o+el Lx) p5(max) = 2."i.Wp I [ 3.(Lxf2 -ex,D+E).Ly] p5(max) = 317 {psf) < Psa = Check Overturning & Sliding Stability MR(min)= "IWp.( Lx/2-I ex,o l ) = 1,131 (ft.lb) Load Case 2, Seismic Y-Direction: D + E yl1.4 ey.D+E = I ey,D I+ c~::M.,11 .4) / "i.W p = 0.130 (ft) p5(max) = [ "i.Wpf(Lx.Ly) ].( 1 + 6.ey,D+E/ Ly) p5(max) = 2.L.Wp) / [ 3.(Ly/2 -ey,D+E).Lx] p5(max) = 447 (psf) < Psa = Check Overturning & Sliding Stability M 1m1n1 _ ( I I ) R -"i.Wp. Lyl2 -ey,o = 377 (ft.lb) < ➔ ➔ 1,500 < ➔ ➔ 1,500 Page 7 of 34 Lx / 6 = 0.500 (ft) ex.o+E :,;; Lx l 6 ex.D•E > Lx / 6 X (4/3) = 2,000 (psf) MR/ (I MJ1 .4) = Ly/ 6 = 0.167 (ft) ey,D+E $ Ly/ 6 ey,D+E > Ly / 6 X (4/3) = 2,000 (psf) MR/ (I MJ 1.4) = Mo (ft-lb) 0 137 137 (ft.lb) 11.54 3.85 O.K. O.K. O.K. O.K. • • • • • ~t SIEIENGINEERING Client: EVA GREEN POWER Project: COSMOS CARPORT JobNo.: 22-1165 Date: 12/12/22 _E_L_E_C_T_R_IC_A_L_P_A_D ______________________ Engineer: 4STEL EQUIPMENT PAD SEISMIC ANALYSIS CBC Alt ASD Load Combination 16-22 : 0.9D + El1.4 BTEQ Load Case 1, Seismic X-Direction : 0.9D + E xl1.4 ex.o+E = I ex,o I + ( IM0/1 .4 ) / (0.9.IW p) = p5(max) = [ 0.9.IWµf(Lx.Ly) ].( 1 + 6.ex,D+E/ Lx) p5(max) = 2 X 0.9.IWp I [ 3.(Lx/2 -ex,D+E).Ly] P 5 (max) = 285 (psf) Lxl 6 1,500 X (4/3) = 2,000 (psf) MR(min)= 0.9.IWp.(Lx/2 -I ex,o l) = 1,018 (ft.lb} Check Sliding Stability Lx(eff) = min .[ Lx, 3.( Lxf2 -8x,D+E)] = 3.000 (ft) Load Case 2, Seismic Y-Direction: 0.9D + E yl1.4 ey,D•E = I ey,o I + ( I MJ 1 .4 ) / (0.9.IW p) = p5(max) = [ 0.9.IWµf(Lx.Ly) ].( 1 + 6.ey,D+E/ Ly) P5 (max)= 2 X 0.9.IW p} / [ 3.(L/2 -8y,D+E}.Lx ] P 5 (max) = 403 (psf) Ly I 6 X (4/3) = 2,000 (psf) MR/ (IMJ1 .4) = 3.46 O.K. O.K. O.K. O.K. t:t S4'EIE:NG/NE:E:RING Client: EVA GREEN POWER Job No.: 22-1165 Project: COSMOS CARPORT Date: 12/12/22 ELECTRICAL PAD Engineer: 4STEL EQUIPMENT PAD WIND ANALYSIS PER ASCE 7-16 Chapter 29 Wind Exposure = Wind Velocity Pressure Coefficient, K2 = Topographgical Factor, K21 = Wind Gust Effect Factor, G = Wind Force-X Coefficient, Ctx = Wind Force-Y Coefficient, Cty = Concrete Pad Length, Lx = Allowable Soil Bearing Pressure, P5a = Allowable Soil Passive Pressure, Pp= C 0.85 1.00 0.85 1.67 1.68 3.00 (ft) 1,500 (psf) 100 (pcf) Basic Wind Speed, V = Wind Directionality Factor, Kd = Wind Elevation Factor, Ke= % = 0.00256.Kd.K2.K2,.K8.V2 = Wind Pressure, Pwx = qh.G.Ctx = Wind Pressure, Pwy = qh.G.Cty = Concrete Pad Width, Ly= Concrete Pad Edge Depth, de= Allowable Soil Cohesion, C5 = WIND LOADS TO COMPONENT UNIT w H Xcg Ycg Arx Arv (lb) (ft) (ft) (ft) (ft2l (ft2l CONCRETE PAD 675 0 0 0 0 0 LOOP EV Charger 79 4.58 0.00 0.00 3.44 2.86 'f..W(x,y) = 754 (lb) F(x,y) = Pw(x.y)·AT(x,y) Mo(x.y) = F(x,y)-(0.55.H+da) IMo(x) = 251 (ft.lb) ex,D = ey,D = I Mo(y) = (IW .Xcg) / IW = (IW.yc9) I IW = 211 (ft.lb) I F(x,y) = 0.000 (ft) 0.000 (ft) CBC ASD Load Combination 16-12: D + 0.6W Load Case 1, Wind X-Direction: D + 0.6W x ex,o+w = I ex.o I + 0.6.IMox I IW = 0.200 (ft) < p5(max)= [I W/(Lx.Ly)].( 1 +6.ex,o+wllx) ➔ P 5 (max) = 2.I.W I [ 3.(Lx/2 -ex.D+w).Ly] ➔ P 5 (max) = 352 (psf) p5(max) = [ IW/(Lx.Ly) ].( 1 + 6.ey,D+W /Ly) ➔ p5(max)= 2.I,W/[3.(Lyl2-ey,D+wl.Lx] ➔ P 5 (max) = 504 (psf) Lx I 6 Ly/6= 0.167(ft) ey,o+w :<, Ly / 6 ey,o+w > Ly / 6 Fx (lb) 0 83 83 (lb) 7.51 96 (mph) 0.85 1.0 17.0(psf) 24.2 (psf) 24.4 (psf) 1.00 (ft) 2.00 (ft) 130 (psf) Fy (lb) 0 70 70 (lb) O.K. O.K. O.K. O.K. • • • • • • ~t SIEIENGINEERING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD EQUIPMENT PAD WIND ANALYSIS PER ASCE 7-16 Chapter 29 CBC ASD Load Combination 16-15 : 0.6.D + 0.6.W Load Case 1, Wind X-Direction: 0.6.D + 0.6W x Job No.: 22-1165 Date: 12/12/22 Engineer: 4STEL ex,o+w = I ex,o I + 0.6.Z:Mox / (0.6.IW} = 0.333 (ft} < Lx / 6 = 0.500 (ft} p5(max) = [ 0.6.IW/(Lx.Ly} ].( 1 + 6.ex,o+w l Lx) ➔ ex,o+w ~ Lxl 6 P (max)_ s - P (max)_ s - 2 x 0.6.IW / [ 3.(Lxf2 -ex.o+w}.Ly] ➔ ex,o•w > Lx / 6 251 (psf} < P5a = 1,500 (psf} Check Overturning Stability MR/min)= 0.6.Z:W.(Lx/2-I ex,o l) = 679 (ft.lb} Load Case 2, Wind Y-Direction: 0.6.D + 0.6W y BTW ey,o+w = I ev,o I + 0.6.:EM0y / (0.6.:EW} = P (max)_ s - 0.280 (ft} ➔ > Ly/ 6 = 0.167 (ft} P (max)_ s -2 x 0.6.:EW I [ 3.(Ly/2 -ey,o•w}.Lx ] ➔ ey.o•w > Ly/ 6 P (max)_ s -456 (psf} < P sa = 1,500 (psf} Check Overturning Stability M (min) _ ( I I ) Ry -0.6.:EW. Lyf2 -ey,o = 226 (ft.lb} Page 10 of 34 O.K. 0.K. O.K. O.K. ~; SIEIIENGINEERING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD ---------------------------- PAD MOUNTED EQUIPMENT DATA EQUIPMENT WEIGHT (lb) LOOP EV Charger CONCRETE PAD DATA Concrete Pad Length, Concrete Pad Width, Concrete Pad Thickness, Concrete Pad Edge Depth, Concrete Pad Edge Width, Top of Cone.Pad Above Grade, Concrete Density, F.S. Concrete Foundation Weight, 79 Lx = Ly= tc = de= be= da = Pc= LENGTH WIDTH HEIGHT (in) (in) (in) 7.50 9.00 55.00 2.00 (ft) 2.00 (ft) 1.50 (ft) 2.00 (ft) 0.00 (ft) 0.500 (ft) 150 (pcf) CONG. EQUIP. PAD da W = Pc-[ Lx.Ly.tc + ( Lx.Ly -(Lx -2.be).(Ly -2.be) ).(de -tc)] = ALLOWABLE SOIL VALUES Use presumptive values per CBC 2019 Table 1806.2 Allowable Soil Bearing Pressure, Psa = 1,500 (psf) Allowable Soil Passive Pressure, Allowable Soil Cohesion, BT DAT Pp= 100 (pct) t--------1 Cs = 130 (psf) Page 11 of 34 Hcg (in) 27.50 900 (lb) Job No.: 22-1165 Date: 12/12/22 Engineer: 4STEL Xcg Ycg (in) (in) 0.00 0.00 • • • • • • ~4 SIEtfENGIN££RING Client: EVA GREEN POWER Project: COSMOS CARPORT Job No.: 22-1165 Date: 12/12/22 _E_L_E_C_T_R_IC_A_L_P_A_D ______________________ Engineer: 4STEL EQUIPMENT PAD SEISMIC ANALYSIS Seismic Lateral Force Coeff., Cs = 0.622 Allowable Soil Bearing Pressure, P sa = Concrete Pad Length, Lx = 2.00 (ft) Allowable Soil Passive Pressure, p -p- Concrete Pad Width, L -y-2.00 (ft} Allowable Soil Cohesion, Cs= Concrete Pad Edge Depth, d -e-2.00 (ft) SEISMIC LOADS TO COMPONENT UNIT Wp H Xcg Ycg Fp Hcg Mo (lb) (ft) (ft) (ft) (lb) (ft) (ft-lb) CONCRETE PAD 900 0 0 0 0 0 0 LOOP EV Charger 79 4.58 0.00 0.00 49 2.29 137 1500 (psf) 100 (pcf) 130 (psf) IWp= 979 (lb} "IFp = 49 (lb) "[.Mo= 0.000 (ft) 0.000 (ft) 137 (ft.lb) F p = Cp.W p ex,o = ("IW p·Xcg) I "IW p = M0 = Fp.(Hc9 +d8) ey,o= Ci..Wp-Yc9)/"[,Wp = ~C_B_C_A-lt_A_S_D_L_o_a_d_C_o_m_b_i_na-t-io_n_1_6_-2_1_: __ D_+_E_/_1 __ 4----~I BTEQ Load Case 1, Seismic X-Direction : D + E xl1.4 ex,o+E = ex,o I + ("IMc/1 .4) I "[.W p = 0.100 (ft) p5(max) = [ "IWpf(Lx.Ly) ].( 1 + 6.eX,D+E/ Lx) P s (max)= 2."IW p / [ 3.(Lx/2 -ex,o+E).Ly] p5(max) = 318 (psf) < Psa = Check Overlurning & Sliding Stability MR(min)= "'IWp.( Lx/2 -I ex,ol ) = 979 (ft.lb) Load Case 2, Seismic Y-Direction : D + E yl1.4 ey,D+E = I ey,o I + ("IMc/1 .4) / "IW P = 0.1 oo (ft) p5(max)= [I Wp/(Lx.Ly)].( 1 +6.ey,D+E lly) p s (max) = 2.r.w p) / [ 3.(Lyl2 -ey,D+d.Lx 1 P 5 (max) = 318 (psf) Lx / 6 X (4/3) = 2,000 (psf) MR / ("IMof 1 .4) = Ly/ 6 = 0.333 (ft) ey,D+E $ Ly/ 6 ey,D+E > Ly/ 6 X (4/3) = 2,000 (psf) MR/ ("IMof 1 .4) = O.K. 9.99 0.K. 0.K. 9.99 O.K. (: SIE-1£NGIN££RING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD ---------------------------- EQUIPMENT PAD SEISMIC ANALYSIS CBC Alt ASD load Combination 16-22: 0.90 + E/1.4 Job No.: 22-1165 Date: 12/12/22 Engineer: 4STEL Load Case 1, Seismic X-Direction: 0.9D + E xl1.4 ex,D+E = I ex,o I + ( LM0/1 .4 ) / (0.9.LW p) = p5(max) = [ 0.9.LWp/(Lx.Ly) ].( 1 + 6.ex,D+E/ Lx} p5(max) = 2 X 0.9.LWp / [ 3.(Lxf2 -ex,D+E).Ly] 0.100 (ft) < Lx / 6 = 0.33 (ft) P 5 (max) = 286 (psf) < P sa = Check Overturning Stability MR(min)= 0.9.LWp.(Lx/2 -I ex,ol) = 881 (ft.lb) Check Sliding Stability ➔ ➔ 1,500 Lx(eff) = min.[ Lx, 3.( Lx/2 -ex,D•E)] = 2.000 (ft) Load Case 2, Seismic ¥-Direction: 0.9D + E yl1.4 ex,D+E $ Lx / 6 ex.D+E > Lx / 6 X (4/3) = 2,000 (psf) O.K. O.K. ey.D•E = I ev.o l + ( LMJ1.4) / (0.9.LWp) = 0.100 (ft) < Ly/ 6 = 0.33 (ft) BTEQ p5(max) = [ 0.9.LWp/(Lx.Ly) ].( 1 + 6.ey,D+E/ Ly} p5(max) = 2 X 0.9.LWp) I [ 3.(Lyf2 -ey,D+E).Lx] P s (max) = 286 (psf) Ly! 6 1,500 X (4/3) = 2,000 (psf) Page 13 of 34 O.K. O.K. • • • • • • ~: SIEl£NG/N££RING Client: EVA GREEN POWER Job No.: 22-1165 Project: COSMOS CARPORT Date: 12/12/22 ELECTRICAL PAD Engineer: 4STEL EQUIPMENT PAD WIND ANALYSIS PER ASCE 7-16 Chapter 29 Wind Exposure= Wind Velocity Pressure Coefficient, K2 = Topographgical Factor, Kzt = Wind Gust Effect Factor, Wind Force-X Coefficient , Wind Force-Y Coefficient, Concrete Pad Length, Allowable Soil Bearing Pressure, Allowable Soil Passive Pressure, G= Ctx = Cty = Lx = Psa = Pp= C 0.85 1.00 0.85 1.67 1.68 2.00 (ft) 1,500 (psf) 100 (pcf) Basic Wind Speed, V = Wind Directionality Factor, Kd = Wind Elevation Factor, Ke = qh = 0.00256.Kd.K2.K2t.Ke.V2 = Wind Pressure, Pwx = %.G.Ctx = Wind Pressure, Pwy = %.G.Cty = Concrete Pad Width, Ly = Concrete Pad Edge Depth , de= Allowable Soil Cohesion, C5 = WIND LOADS TO COMPONENT UNIT w H Xcg Ycg Arx Arv (lb) (ft) (ft) (ft) ctt2l (ft2l CONCRETE PAD 900 0 0 0 0 0 LOOP EV Charger 79 4.58 0.00 0.00 3.44 2.86 L-W (x,y) = 979 (lb) F(x,y) = Pw(x,y)•Ar(x,y) Mo(x.y) = F(x,y)-(0.55.H+d8) I Mo(x) = 251 (ft.lb) ex,D = ey,D = IMo(y) = (I W .Xcg) I I W = (IW.yc9) I IW = 211 (ft.lb) I F(x,y) = 0.000 (ft) 0.000 (ft) CBC ASD Load Combination 16-12: D + 0.6W Load Case 1, Wind X-Direction : D + 0.6W x ex,o+w = I ex,D I + 0.6.I Mox / I W = 0.154 (ft) < p5(max) = [ IW/(Lx.Ly) ].( 1 + 6.ex,D+wl Lx} ➔ p5(max) = 2.IW I [ 3.(Lx/2 -ex,D+w).Ly] ➔ P s (max) = 358 (psf) < P sa = 1,500 (psf) Check Overturning & Sliding Stability MR/min)= I W .( Lx/2 -I ex,D I ) = 979 (ft.lb) Load Case 2, Wind Y-Direction : D + 0. 6W y ey,o+w = I ey,o I + 0.6.IM0y / r.w = 0.129 (ft) < p5(max) = [ ~W/(Lx.Ly) ].( 1 + 6.ey,D+wl Ly) ➔ p5(max) = 2.IW I [ 3.(Ly/2 -ey,D+w).Lx ] ➔ p5(max) = 340 (psf) < P58 = 1,500 (psf) Check Overturning & Sliding Stability MRt in) = I,W .( Lyl2 -I ey,D I ) = 979 (ft.lb) BTW Page 14 of 34 Lx / 6 = 0.333 (ft) ex,o+w S Lx I 6 ex,o+w > Lx I 6 Ly/ 6 = 0.333 (ft) ey.o+w s Ly / 6 ey.o+w > Ly / 6 Fx (lb) 0 83 83 (lb) 6.50 96 (mph) 0.85 1.0 17.0(psf) 24.2 (psf) 24.4 (psf) 2.00 (ft) 2.00 (ft) 130 (psf) Fy (lb) 0 70 70 (lb) OK. OK. OK. O.K. ~t S#FIENGINEER/NG Client: EVA GREEN POWER Pr~eci: COSMOSCARPORT ELECTRICAL PAD EQUIPMENT PAD WIND ANALYSIS PER ASCE 7-16 Chapter 29 CBC ASD Load Combination 16-15: 0.6.D + 0.6.W Load Case 1, Wind X-Direction: 0.6.D + 0.6W x Job No.: 22-1165 Date: 12/12/22 Engineer: 4STEL ex.o+w = I ex,o I + 0.6.IMox I (0.6.IW) = 0.256 (ft) < Lx / 6 = 0.333 {ft) p5(max) = [ 0.6.IW/{Lx.Ly) ].( 1 + 6,ex,o+w I Lx) ➔ ex.o+w ~ Lx / 6 P (max)_ s - p (max)= s 2 x 0.6.IW I [ 3.(Lx/2 -ex.o+w).Ly] ➔ ex,o+w > Lx / 6 260 (psf) < P sa = 1,500 (psf) Check Overturning Stability MR)min)= 0.6.IW.(Lxf2-I ex,ol) = 587 (ft.lb) Load Case 2, Wind Y-Direction: 0.6.D + 0.6W y BTW ey,o+w = I ev.o I + 0.6.IM0y / (0.6.:IW) = 0.215 (ft) < Ly/ 6 = 0.333 (ft) p 5(max)= [0.6.IW/{Lx.Ly)].(1 +6.ey,o+wl Ly) ➔ ey,o+w ~ Ly/6 p (max)= s 2 x 0.6.IW I [ 3.(Lyf2 -ey.o+w),Lx] ➔ ey,o+w > Ly/ 6 p (max)= s 242 (psf) < P sa = 1,500 (psf) Check Overturning Stability M (min)_ I I) Ry -0.6.:IW.(Lyl2 -ey,o = 587 (ft.lb) Page 15 of 34 O.K. O.K. O.K. O.K. • • • • • • ~4 SIEIIENGIN££RING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD EQUIPMENT ANCHORAGE Strength Level Seismic Lateral Force Coefficient, C5 = 0.62 (g) Strength Level Seismic Vertical Force Coefficient, Cv = ± 0.16 (g) Strength Level Wind Pressure, Pw = 24.2 psf Equipment Wea (lb) H (ft) HcG (ft) Aw,x (ft2) 1 I LOOP EV Charger 79 4.58 2.29 3.44 LRFD Wind Loads (0.9D + 1.0W) Job No.: 22-1165 Date: 12/12/22 Engineer: 4STEL Aw,y (ft2) 2.86 LRFD Seismic Loads (0.9D + n0 .E) nv = No. of anchors resisting shear nv = No. of anchors resisting shear dmin = Shortest distance between anchor rows n1 = No. of anchors resisting uplift VE= Cp.WEQ Vu= Oo.VE VA= Vu/ nv TA= (0.9WEo-Ev)lnv -HcG•Oo.VE/(dMIN·nt) < 0 Ev= Cpv.WEo 0 0 = 2.0 Seismic Anchor Demand UNIT Ve nv (lb) 1 I LOOP EV Charger 49 4 Wind Anchor Demand UNIT Vw nv (lb) 1 I LOOP EV Charger 83 4 BTAX VA (lb) 25 VA (lb) 21 dmin = Shortest distance between anchor rows n1 = No. of anchors resisting uplift Vw= Pw.Aw VA= Vu/ nv TA= 0.9WEO/nv -0.55.H.Vwf(dMIN·nt) < 0 HcG dmin "t Ev TA (ft) (ft) (lb) (lb) 2.29 0.250 2 12 436 0.55H dmin "t TA (ft) (ft) (lb) 2.52 0.250 2 401 Page 16 of 34 Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD ---------------------------- PAD MOUNTED EQUIPMENT DATA EQUIPMENT WEIGHT (lb) TRANSFORMER CONCRETE PAD DATA Concrete Pad Length, Concrete Pad Width, Concrete Pad Thickness, Concrete Pad Edge Depth, Concrete Pad Edge Width, Top of Cone.Pad Above Grade, Concrete Density, F.S. 450 Lx = Ly= tc = de= be= da = Pc= LENGTH WIDTH (in) (in) 30.00 20.00 3.50 (ft) 2.67 (ft) 0.67 (ft) 0.67 (ft) 0.00 (ft) 0.17 (ft) 150 (pcf) CONC. EQUIP. PAD _ _. __ .I ___ T_., ________ _ Lx X Ly Concrete Foundation Weight, HEIGHT (in) 37.00 W = Pc-[ Lx.Ly.tc + ( Lx,Ly -(Lx -2.b8).(Ly -2.be) ).(de -tc)] = ALLOWABLE SOIL VALUES Use presumptive values per CBC 2019 Table 1806.2 Allowable Soil Bearing Pressure, Psa = 1,500 (psf) Allowable Soil Passive Pressure, PP = 100 (pcf) Allowable Soil Cohesion, Cs = 130 (psf) BT DAT Page 17 of 34 Hcg (in) 18.50 939 {lb) JobNo.: 22-1165 Date: 12/12/22 Engineer: 4STEL Xc9 Ycg (in) (In) 0.00 0.00 • • • • • t:: SIEl£NGIN££RING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD ---------------------------- EQUIPMENT PAD SEISMIC ANALYSIS Job No.: 22-1165 Date: 12/12/22 Engineer: 4STEL Seismic Lateral Force Coeff., Cs = 0.622 Allowable Soil Bearing Pressure, P58 = 1500 (psf) 100 (pcf) 130 (psf) Concrete Pad Length, Lx = 3.50 (ft) Allowable Soil Passive Pressure, p -p- Concrete Pad Width, Ly= 2.67 (ft) Allowable Soil Cohesion, Cs= Concrete Pad Edge Depth, de= 0.67 (ft) SEISMIC LOADS TO COMPONENT UNIT Wp H Xcg Ycg Fp Hcg Mo (lb) (ft) (ft) (ft) (lb) (ft) (ft-lb) CONCRETE PAD 939 0 0 0 0 0 0 TRANSFORMER 450 3.08 0.00 0.00 280 1.54 479 IWp = 1,389 (lb) I Fp = 280 (lb) IM0 = 0.000 (ft) 0.000 (ft) 479 (ft.lb) F p = Cp.W p ex,o = (IW p·Xcg) I IW p = M0 = Fp.(Hc9 +d8) ey,o= (IWp·Yc9)/"i.Wp = .--C_B_C_A_lt_A_S_D_L_o_a_d_C_o_m_b_i_na-t-io_n_1_6_-2_1_:--D-+-E/-1-.4-------,I BTEQ Load Case 1, Seismic X-Directlon: D + Ex/1.4 ex,o+E = ex,ol + (IMo/1.4) I IWp = 0.247 (ft) p5(max)= [I Wp/(Lx.Ly)].( 1 +6.ex,D+EI Lx) p5(max) = 2.IWp / [ 3.(Lx/2 -ex,D+E),Ly] p5(max) = 211 (psf) < Psa = Check Overturning & Sliding Stability MR (min)= "[,W p-( Lx/2 • I ex,o I ) = 2,431 (ft.lb) Load Case 2, Seismic Y-Direction: D + E yl1.4 ey.o+E = I ey.o I + (IMJ1 .4) / IW P = 0.24 7 (ft) p5(max) = [ IWp/(Lx.Ly) ].( 1 + 6.ey,D+E/ Ly) P $(max)= 2.IW p) / [ 3.(Lyl2 • ey,D+E).Lx] p5(max) = 231 (psf) < Psa = Check Overturning & Sliding Stability MR1m1111 = I Wp.(Lyf2-ley,o l )= 1,855(ft.lb) < ➔ ➔ 1,500 < ➔ ➔ 1,500 Page 18 of 34 Lx / 6 = 0.583 (ft) ex,o+E S Lx / 6 ex.D+E > Lx / 6 X (4/3) = 2,000 (psf) MR/ (IMJ1.4) = Ly/ 6 = 0.445 (ft) ey,D+E S Ly/ 6 ey,D+E > Ly/ 6 X (4/3) = 2,000 (psf) MR/ (IMJ1.4) = O.K. 7.10 O.K. O.K. 5.42 O.K. t:t SI El£NGIN££RING Client: EVA GREEN POWER Project: COSMOS CARPORT Job No.: 22-1165 Date: 12/12/22 _E_L_E_C_T_R_IC_A_L_P_A_D ______________________ Engineer: 4STEL EQUIPMENT PAD SEISMIC ANALYSIS CBC Alt ASD Load Combination 16-22: 0.9D + E/1.4 BTEQ Load Case 1, Seismic X-Direction: 0.9D + E xl1.4 ex,D+E = I ex,o I + ( IM0/1 .4 ) I (0.9.IW p) = p5(max) = [ 0.9.IWp/(Lx.Ly) ].( 1 + 6,ex,D+E/ Lx) P s (max)= 2 X 0.9.IW p I [ 3.(Lx/2 -ex.D+E).Ly] p5(max) = 190 (psf) < Psa = Check Overturning Stability 0.24 7 (ft) ➔ ➔ 1,500 < Lx / 6 = 0.58 (ft) ex,D+E :,; Lx / 6 ex.o+E > Lx / 6 X (4/3) = 2,000 (psf) MR(min)= 0.9.IWp.(Lx/2 -I ex,o l) = 2,188 (ft.lb) Check Sliding Stability Lx(eff) = min.[ Lx , 3.( Lx/2 -ex,D+E )] = 3.500 (ft) Load Case 2, Seismic Y-Direction: 0.9D + E yl1.4 ey.D+E = j ey,o I + ( I MJ 1 .4 ) / (0.9."i,W p) = P 5(max) = [ 0.9.IW p/(Lx,Ly) ].( 1 + 6.ey,D+E /Ly) p5(max) = 2 X 0.9.IWp) I [ 3.(Lyl2 -ey,D+E).Lx] P 5 (max) = 208 (psf) Ly / 6 1,500 X (4/3) = 2,000 (psf) MR(min)= 0.9.IWµ,(Lyf2 -I ey,o l) = 1,669 (ft.lb) Page 19 of 34 O.K. O.K. O.K. O.K. • • • • • • • • t:t SIEl£NGIN££RING Client: EVA GREEN POWER Job No.: 22-1165 Project: COSMOS CARPORT Date: 12/12/22 ELECTRICAL PAD Engineer: 4STEL EQUIPMENT PAD WIND ANALYSIS PER ASCE 7-16 Chapter 29 Wind Exposure = Wind Velocity Pressure Coefficient, K2 = Topographgical Factor, K2t = Wind Gust Effect Factor, G = Wind Force-X Coefficient , Ctx = Wind Force-Y Coefficient, Cty = Concrete Pad Length, Lx = Allowable Soil Bearing Pressure, P 58 = Allowable Soil Passive Pressure, Pp= C 0.85 1.00 0.85 1.54 1.49 3.50 (ft) 1,500 (psf) 100 (pcf) Basic Wind Speed, V = Wind Directionality Factor, Kd = Wind Elevation Factor, Ke = qh = 0.00256.Kd.K2.K21.Ke.V2 = Wind Pressure, Pwx = qh.G.Ctx = Wind Pressure, Pwy = qh.G.Cty = Concrete Pad Width, Ly= Concrete Pad Edge Depth , de= Allowable Soil Cohesion , C5 = WIND LOADS TO COMPONENT UNIT w H Xcg Ycg Arx Arv (lb) (ft) (ft) (ft) (ft2) (ft2) CONCRETE PAD 939 0 0 0 0 0 TRANSFORMER 450 3.08 0.00 0.00 5.14 7.71 IW (x,y) = 1,389 (lb) F(x,y) = Pw(x,y)·AT(x,y) Mo(x.y) = F(x,y)-(0.55.H+d8) I Mo(x) = 214 (ft.lb) 8x,D = 8y,D = IMo(y) = (IW .Xcg) I IW = (IW.yc9) I I,W = 310 (ft.lb) IF(x,y) = 0.000 (ft) 0.000 (ft) CBC ASD Load Combination 16-12: D + 0.6W Load Case 1, Wind X-Direction : D + 0.6W x ex,D+W = I ex,D I+ 0.6.IMox I r.w = 0.093 (ft) < p5(max) = [ I,W/(Lx.Ly) ].( 1 + 6.ex,o+wl Lx) ➔ p5(max) = 2.IW I [ 3.(Lxf2 -8x,D+w).Ly ] ➔ P 5 (max) = 172 (psf) < P sa = 1,500 (psf) Check Overturning & Sliding Stability MRx(min)= IW.(Lx/2-lex,ol )= 2,431 (ft.lb) Load Case 2, Wind Y-Direction : D + 0.6W y ey,o+w = j ey,o I+ 0.6.I,M0y / IW = 0.134 (ft) < p5(max) = [ I:W/(Lx.Ly) ).( 1 + 6.ey,D+wl Ly) ➔ p5(max) = 2.I,W I [ 3.(Lyl2 -ey,D+w).Lx] ➔ P 5 (max) = 193 (psf) Lx / 6 Ly/ 6 = 0.445 (ft) ey.o+w :,; Ly I 6 ey.o+w > Ly I 6 Fx (lb) 0 115 115(1b) 96 (mph) 0.85 1.0 17.0 (psf) 22.3 (psf) 21.6 (psf) 2.67 (ft) 0.67 (ft) 130 (psf) Fy (lb) 0 166 166 (lb) OK. OK. O.K. OK. t:1 SIE-IENGINEERING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD JobNo.: 22-1165 Date: 12/12/22 Engineer: 4STEL EQUIPMENT PAD WIND ANALYSIS PER ASCE 7-16 Chapter 29 CBC ASD Load Combination 16-15: 0.6.D + 0.6.W Load Case 1, Wind X-Direction : 0.6.D + 0.6W x ex,o+w = I ex.o l + 0.6.I M0xl (0.6.IW) = 0.154 (ft) < Lx / 6 = 0.583 (ft) P (max)_ s -[ 0.6.I W/(Lx.Ly) ].( 1 + 6,ex,o+wl Lx) ➔ ex.o+w ~ Lx / 6 P (max)_ s -2 x 0.6.IW I [ 3.(Lxf2 -ex,o+w).Ly] ➔ ex.o•w > Lxl 6 • p (max)= s 113 (psf) < P sa = 1,500 (psf) O.K. • Check Overturning Stability MR/min)= 0.6.IW.(Lx/2 -1 ex,o l) = 1,459 (ft.lb) Load Case 2, Wind Y-Direction: 0.6.D + 0.6W y BTW ey,o+w = I ev,o I + 0.6.IMoy / (0.6.IW) = 0.223 (ft) < Ly/ 6 = 0.445 (ft) p 5<max)= [0.6.IW/(Lx.Ly)].( 1 +6.ey,o+wl Ly) ➔ ey,o+w ~ Ly/6 p (max)= s P (max)_ s - 2 x 0.6.IW I [ 3.(Ly/2 -ey,o+w).Lx] ➔ ey.o•w > Ly/ 6 134 (psf) < P sa = 1,500 (psf) Check Overturning Stability MR/min)= 0.6.I W.(Lyf2-I ey_o l) = 1,113 (ft.lb) Page 21 of 34 0.K. O.K. O.K. • • • • • • t:t SIEl/£NG/N££RING Client: EVA GREEN POWER Project: COSMOS CARPORT ELECTRICAL PAD EQUIPMENT ANCHORAGE Strength Level Seismic Lateral Force Coefficient, C5 = 0.62 (g) Strength Level Seismic Vertical Force Coefficient, Cv = ± 0.16 (g) Strength Level Wind Pressure, Pw = 21.6 psf Equipment WEQ (lb) H (ft) HcG (ft) Aw,x (ft2) 1 I TRANSFORMER 450 3.08 1.54 5.14 LRFD Wind Loads (0.9D + 1.0W) JobNo.: 22-1165 Date: 12/12/22 Engineer: 4STEL Aw,y (ft2) 7.71 LRFD Seismic Loads (0.9D + 0 0 .E) nv = No. of anchors resisting shear nv = No. of anchors resisting shear dmin = Shortest distance between anchor rows nt = No. of anchors resisting uplift VE= Cp.WEa Vu = Oo.VE VA= Vu/ nv TA= (0.9WEQ-Ev)lnv -HcG•Oa.VE/(dMIN·nt) < 0 Ev= Cpv.WEa Oo = 2.0 Seismic Anchor Demand UNIT Ve nv (lb) 1 I TRANSFORMER 280 4 Wind Anchor Demand UNIT Vw (lb) nv 1 I TRANSFORMER 166 4 BTAX VA (lb) 140 VA (lb) 42 dmin = Shortest distance between anchor rows n1 = No. of anchors resisting uplift Vw = Pw.Aw VA= Vu / nv TA= 0.9WEofnv -0.55.H.Vwf(dMIN·nt) < 0 HcG dmin "t Ev TA (ft) (ft) (lb) (lb) 1.54 1.16 2 70 288 0.55H dmin TA (ft) (ft) "t (lb) 1.70 1.160 2 20 Page 22 of 34 ,:,,s., Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: I Equipment Anchor 22-1106 Specifier's comments: END TENSION ANCHORS 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Kwik Bolt TZ2 -SS 304 1/2 (2 1/2) hnom2 2210260 KB-TZ2 1/2x3 3/4 SS304 hef,act = 2.500 in., hnom = 3.000 in. AISI 304 ESR-4266 12/17/2021 112/1/2023 Design Method ACI 318-14 / Mech Page: Specifier: E-Mail: Date: Base material: Installation: cracked concrete, 2500, fc' = 2,500 psi; h = 18.000 in. hammer drilled hole, Installation condition: Dry Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb) tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: no Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hiltl AG, FL-9494 Schaan Hilti Is a registered Trademark of Hiltl AG. Schaan Page 23 of 34 • 12/12/2022 • • • • • • •=iiS•• Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case I Equipment Anchor 22-1106 Description Load case: Design loads 2 Load case/Resulting anchor forces Anchor reactions [lb) Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x 500 50 50 max. concrete compressive strain: -[%o] max. concrete compressive stress: -[psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load Nu, [lb) Steel Strength* 500 Pullout Strength* N/A Concrete Breakout Failure** 500 * highest loaded anchor **anchor group (anchors in tension) Page: Specifier: E-Mail: Date: Forces [lb]/ Moments [in.lb] N = 500; Vx = 50; Vy= 0; M, = 0; My = 0; M, = 0; Shear force y 0 Capacity 4' Nn [lb) 8,906 NIA 1,265 Input data and results must be checked for conformity with the existing conditions and for plausibil1ty! PROFIS Engineering ( c ) 2003-2022 Hllli AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt1 AG. Schaan Page 24 of 34 2 12/12/2022 Seismic Max. Util. Anchor [%] yes 40 Utillzatlon 13N = N.11♦ N" Status 6 OK NIA NIA 40 OK 2 ,:,,s., Hilti PROFIS Engineering 3.0 .81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Equipment Anchor 22-1106 3.1 Steel Strength N58 = ESR value cj> N,a ~ Nua refer to ICC-ES ESR-4266 ACI 318-14 Table 17.3.1.1 Variables A,0 N [in.2] 0.10 Calculations N58 [lb] 11,875 Results N58 [lb] 11,875 futa [psi] 120,404 cj> steel 0.750 3.2 Concrete Breakout Failure _ (ANc ) Neb -ANcO II' ed.N II' c.N II' cp.N Nb cj> Neb :2: Nua cj>nonduct<le 1.000 ANc see ACI 318-14, Section 17.4.2.1 , Fig. R 17.4.2.1(b) ANc0 = 9 h!r IV ed.N = 0.7 + 0.3 ( ts~:) ~ 1.0 = MAX(Ca.m,n, 1.5h•f) < 1.0 lj.l cp.N Cac Cac - /7 1.5 Nb = kc ,._ • "\/fc h0r Variables h8r [in.] Ca min [in.] lj.l c.N 2.500 2.500 1.000 Calculations ANc [in.2] ANc0 [in.2] lj.l ed.N 39.06 56.25 0.900 Results Neb [lb] cj> concrete ¢>seismic 2,594 0.650 0.750 Page: Specifier: E-Mail: Date: cj> N,0 [lb] 8,906 500 ACI 318-14 Eq. (17.4.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) C8c [in.] kc 6.000 21 lj.l cp.N Nb [lb] 1.000 4,150 4> nonductile 4> Neb [lb] 1.000 1,265 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti Is a registered Trademark of Hiltl AG, Schaan Page 25 of 34 • 3 12/12/2022 • ( [psi] 1.000 2,500 500 3 • • • • • 1:115;.1 Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 4 Shear load Equipment Anchor 22-1106 Page: Specifier: E-Mail: Date: Load Vu, [lb) Capacity ♦ V" [lb) Steel Strength* Steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction x+•• 50 N/A 50 50 • highest loaded anchor ••anchor group (relevant anchors) 4.1 Steel Strength v.. = ESR value v.,..,, ~ vu. Variables A.ev [in.2] 0.10 Calculations V58[lb] 8,348 Results v •• [lb] 8,348 refer to ICC-ES ESR-4266 ACI 318-14 Table 17.3.1.1 fut• [psi] 120,404 4> steel 4> V .. [lb] 0.650 5,426 50 Input data and results must be checked for conformity with the exisllng conditions and for plausibil1tyl PROFIS Engineering ( c) 2003-2022 Hllti AG, FL-9494 Schaan Hilli is a registered Trademark of Hllti AG, Schaan Page 26 of 34 5,426 N/A 3,632 709 4 12/12/2022 Utilization 13v = V u,J♦ vn Status 1 OK N/A N/A 2 OK 8 OK 4 1:115;.1 Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Equipment Anchor 22-1106 4.2 Pryout Strength V cp = kcp [ (;::) 'I' ed.N 'I' c,N 'I' cp.N Nb ] q, Vcp ;:::Vua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ljl ed.N ljl cp,N Variables 2 cac [in.] 6.000 Calculations ANc [in.2] 39.06 Results 5,188 h01 [in.] 2.500 kc 21 ANcO [in.2] 56.25 q, conc,ete 0.700 C8 m;n [in.] 2.500 A a 1.000 ljl ed.N 0.900 q, Vcp [lb] 3,632 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.Sb) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ljl c.N 1.000 fc [psi] 2,500 'Vcp,N Nb [lb] 1.000 4,150 Vua [lb] so Input data and resulls must be checked ror conform,ty with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hitti AG, FL-9494 Schaan Hilti Is a registered Trademark of Hiltl AG, Schaan Page 27 of 34 • 5 12/12/2022 • • 5 • • • • i = i i 5 ~ • ----------------------Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: I Design: Fastening point: Equipment Anchor 22-1106 4.3 Concrete edge failure in direction x+ _ {Ave ) v cb -Avc0 'V ed,V 'l'c,V 'Vh,V 'Vparallel,V vb cj)Vcb ;;:Vua Ave see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) 'V ed,V 'V h,V Variables c01 [in.) 2.500 1.000 Calculations Ave [in.2] 23.44 Results 1,012 c02 [in.] 2.500 d8 [in.] 0.500 Avco [in.2] 28.12 cj) conc,ele 0.700 'V c,V 1.000 fc [psi] 2,500 'V ed,V 0.900 cj) vcb [lb] 709 5 Combined tension and shear loads 0.395 0.071 5/3 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.5.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-1 4 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.Gb} ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) h0 [in.] 10 [in.] 18.000 2.500 \JI pttrallel,V 1.000 'Vh,V Vb[lb) 1.000 1,350 Vu• [lb) 50 Utilization ~N v [%) Status 23 OK Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hlttl AG, Schaan Page 28 of 34 6 12/12/2022 6 i=iiS•• Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: I XMFR Anchor 22-1106 Specifier's comments: END TENSION ANCHORS 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Kwik Bolt TZ2 • SS 304 1/2 (2 1/2) hnom2 2210260 KB-TZ2 1/2x3 3/4 SS304 het,act = 2.500 in., hnom = 3.000 in. AISI 304 ESR-4266 12/17/2021 112/1/2023 Design Method ACI 318-14 / Mech Page: Specifier: E-Mail: Date: Base material: Installation: cracked concrete, 2500, f0' = 2,500 psi; h = 8.000 in. hammer drilled hole, Installation condition: Dry Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb) tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: no g I .. y X Input data and results must be checked for conformity with the existing cond1tions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hilli AG, FL-9494 Schaan Hllti is a registered Trademark of Hlltl AG. Schaan Page 29 of 34 • 12/12/2022 • • • • • i = i i 5 • • ----------------------Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case I XMFR Anchor 22-1106 Description Load case: Design loads 2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x 300 150 150 max. concrete compressive strain: -[%.] max. concrete compressive stress: -[psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load Nu, [lb] Steel Strength• 300 Pullout Strength• N/A Concrete Breakout Failure .. 300 • highest loaded anchor .. anchor group (anchors in tension) Page: Specifier: E-Mail: Date: Forces [lb]/ Moments [in.lb] N = 300; V, = 150; VY= O; Mx = 0; My = 0; M, = 0; Shear force y 0 Capacity ♦ Nn [lb] 8,906 N/A 1,265 Input data and results must be checked for conformity with the existing conditions end for plausibil1tyl PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hiltl AG, Schaan Page 30 of 34 Seismic yes Utilization f3N = Nu.'♦ Nn 4 N/A 24 2 12/12/2022 Max. Util. Anchor[%] 24 Status OK NIA OK 2 i = i i S • • ----------------------Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 3.1 Steel Strength I XMFR Anchor 22-1106 N,a = ESR value <!> N•• ~ Nu• refer to ICC-ES ESR-4266 ACI 318-14 Table 17.3.1.1 Variables A,eN [in.2] 0.10 Calculations N .. [lb) 11 ,875 Results N .. [lb) 11,875 futa [psi] 120.404 cj> steel 0.750 3.2 Concrete Breakout Failure (ANc) Neb = ~cO lj/ ed,N lj/ c,N ~/ cp,N Nb cj> Neb ~ Nu• 4>nonduct1le 1.000 ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ~c0 = 9 h!, lj/ ed,N : 0.7 + 0.3 ( 1\~:) $ 1.0 ljl cp,N Variables h0, [in.) Ca min [in.) lj/ c,N 2.500 2.500 1.000 Calculations ANc [in.2] ANc0 [in.2] lj/ ed,N 39.06 56.25 0.900 Results Neb [lb) cj> concrete 4>seismlc 2,594 0.650 0.750 Page: Specifier: E-Mail: Date: cl> N,0 [lb) 8,906 300 ACI 318-14 Eq, (17.4.2.1a) ACI 318-14 Table 17,3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.Sb) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) c.0 [in.] kc 6.000 21 lj/ cp,N Nb [lb) 1.000 4,150 c!>nonducllle <!> Neb [lb) 1.000 1,265 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hilll AG, FL-9494 Schaan Hilti is a registered Trademark of Hltti AG, Schaan Page 31 of 34 ( [psi) 1.000 2,500 300 3 12/12/2022 • 3 • • • • • 1:115;;1 Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 4 Shear load I XMFR Anchor 22-1106 Page: Specifier: E-Mail: Date: Load Vu• [lb) Capacity ♦ Vn [lb] Steel Strength• 150 Steel failure (with lever arm)' N/A Pryout Strength .. 150 Concrete edge failure in direction x+ .. 150 • highest loaded anchor .. anchor group (relevant anchors) 4.1 Steel Strength v.. = ESR value ~ v.1 .. 1 ~ vu. Variables A,.v [in.2] 0.10 Calculations v .. [lb] 8,348 Results V88 [lb] 8,348 refer to ICC-ES ESR-4266 ACI 318-14 Table 17.3.1.1 futa [psi] 120.404 ~ V,8 [lb] 0.650 5,426 Vua [lb] 150 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 HilU AG, FL-9494 Schaan Hllti is a registered Trademark of Hiltl AG, Schaan Page 32 of 34 5,426 NIA 3,632 709 4 12/12/2022 Utilization Pv = V ua/♦ V n Status 3 OK N/A N/A 5 OK 22 OK 4 ,:,,s., Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 4.2 Pryout Strength I XMFR Anchor 22-1106 V cp = kcp [{:::) 'I' ed,N 'I' c.N 'I' cp,N Nb ] 4> vcp ~v u. ANc seeACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO = 9 h!, lj/ ed,N = 0.7 + 0.3 ( ~.•s~:) $ 1.0 lj/ cp,N Variables kcp 2 6.000 Calculations ANc [in.2) 39.06 Results 5,188 her [in.) 2.500 kc 21 ANc0 [in.2) 56.25 $ concrele 0.700 Ca min [in.) 2.500 A. a 1.000 ljl ed,N 0.900 $ Vco [lb) 3,632 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ljl c,N 1.000 fc [psi] 2,500 'V cp,N Nb [lb) 1.000 4,150 Vua [lb) 150 Input data and results must be ch&eked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hllti AG. FL-9494 Schaan Hilti is a registered Trademark of Hllti AG, Schaan Page 33 of 34 • 5 12/12/2022 • • 5 • • ,:,,s., Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: I XMFR Anchor 22-1106 4.3 Concrete edge failure in direction x+ _ (Ave ) veb -Avco 'I' ed,V 'l'e,V 'l'h,V 'l'parallel,V vb VCb ~ vu. Ave see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avco = 4.5 c!1 'I' e<t.V = 0.7 + 0.3( 1 _~•~•1) :, 1.0 --ITTc;; 0 'l'h,V -'\J~-h-~ 1. a Vb = {1 G:/2 W:) "• \\C~15 Variables c,1 [in.] 2.500 1.000 Calculations Ave [in.2] 23.44 Results Vcb [lb] 1,012 c02 [in.] 2.500 d0 [in.] 0.500 Avco [in.2] 28.12 cf> concrete 0.700 'I' e,V 1.000 ( [psi] 2,500 If' ed,V 0.900 veb [lb] 709 5 Combined tension and shear loads 0.237 0.212 5/3 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.5.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) h, [in.] 10 [in.] 8.000 2.500 \JI parallel,V 1.000 'f'h,V Vb [lb] 1.000 1,350 Vua [lb] 150 Utilization PNv [%] Status 17 OK Input data and results must be checked ror conformity with the eJOsting conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hlltl AG, FL-9494 Schaan Hiltl is a registered Trademark of Hllti AG, Schaan Page 34 of 34 6 12/12/2022 6 ev charging network EV-FLEX™ Electric Vehicle Level 2 Charging Station Meet the best-in-class EV charging network technology for at home or on the go. The EV-FLEXTM Level 2 charging station is the ideal EV charging solution for multi-tenant residential. commercial. retail or municipal properties. + Sleek, compact modern design + Flexibly mounted on a wall, ceiling, pole or pedestal + WiFi & L TE cellular enabled for public or private networks + RFID. Smartphone App and Bluetooth user authentication + Real-time load management and demand response + Tamper resistant; rated for indoor/outdoor use + Universal compatibility Support: (888) 385-6671 www.evloop.io 1140 E Franklin Ave Ste A El Segundo. CA 90245 • EV-FLEX™ Specifications Electrical Connector Network Connectivity Firmware Core Specifications + 32 A/ 7.68 kW max output. 60 Hz + 208/240 VAC. single phase input + Hardwired, single port + 25 ft. charging cable (18 ft. optional) + SAE :nn2 Type 1 standard compliant + Built-in Wi-Fi (802.11 b/g/n) + Built-in L TE Cellular (Cat 1; AT&T or Verizon) + OCPP 1.6 Communication Protocol + 90-day. 15-minute encrypted interval data storage + Persistent data storage upon power interruption + Over the Air (OTA) updates available via Loop Network™ +Weatherproof.dust-tight: NEMA 4 (IP66). IK10 tamper resistant + Integrated cable management saddle and holster + Operating Temperature = -30 to 50 •c / -22 to 122 •F + Metering Accuracy= Embedded+/-3% + User Interface = Configurable OLEO display + Status Indicators = Power/Ready. Charging. Fault + Wall. ceiling, pole or pedestal mounting options + Main Enclosure Dimensions= 11.14" H x 7.56" W x 3.11· D +Weight = 5.28 kg / 11.64 lbs Certifications & Standards + UL. FCC, Energy Star Loop Network™ App (Optional) Warranty + Open ADR 2.0b compliant + CALeVIP. Charge Ready 2 + Web-based portal for desktop access & remote troubleshooting + Public or private network enabled + User access control through RFID. NFC. Bluetooth and/or QR code + Flexible billing models (Pay-Per-Use vs. Subscription) + Automated billing & real-time payment resolution + 3-year limited product warranty (parts only); optional 5-year and 10-year extended warranties available Ordering EV-FLEX™+ Wall Mount. Single Port Charger #EVS-32A-L2·001 EV-FLEX™+ Pedestal Mount. Single Port Charger #EVS-32A-L2-001-1P + Pedestal Mount. Dual Single Port Chargers #EVS-32A-L2-001-2P Support: (888) 385-6671 www.evloop.io 1140 E Franklin Ave Ste A El Segundo, CA 90245 :r t st ... ,..: ... 7.56"W ' @ LISTED ,,,,,.,,,aCA, ,,r~eVIP ev charging network Charging Station Pedestal + ADA Compliant + Weight: 20 lbs + Dimensions: 52.8" x 6" x 2" + Material: Powder coated extruded aluminum + Water resistant using UL-listed attachments (included) Support: +1 (888) EVLOOP1 www.evLoop.io 1140 E Franklin Ave Ste A El Segundo, CA 90245 • • Charging Station Pedestal Installation Instructions: Single Mount 1. Mount pedestal on sidewalk or concrete pad at desired location (use minimum 1/2" anchor bolts with 4" embedment in concrete). a. If working with bottom feed. pull wires through opening at the bottom of the pedestal. b. Apply epoxy on the bottom face of the base place to prevent water ingress. 2. Screw 90° elbow on 1" knockout on side of pedestal. Connect seal tight flex conduit to 90° elbow with straight seal tight connector. Adjust seal tight flex conduit length as needed. 3. Using pilot holes, install EV charger mounting plate on top portion of pedestal. on the same side where the 90° elbow was installed. 4. Open front cover of EV charger. slide charger on mounting plate. on seal tight connector. 5. Open top access cover. Then place lock ring on EV charger and use the top access cover to help pull wires into pedestal through seal tight ftex conduit and 90° elbow. Terminate wires in EV designated terminals. Put EVSE front cover back on. 6. Place lock ring on EV charger, pull wires into pedestal through seal tight flex conduit and 90° elbow. Terminate wires in EV designated terminals. Put EV charger cover back on. 7. Remove bottom access cover. Connect grounding wire to grounding lug located behind bottom access cover. 8. Connect feeding wires through side knockout at bottom of pedestal. a. If working with bottom feed. disregard this step. 9. Terminate wire connections through bottom access cover with waterproof wire nuts. 10. Reattach the bottom and top access covers. Place 1" threaded cap on any unused 1· knockout. 11. Using pilot holes as a guide. mount saddle for charger cable on the side of pedestal. Dual Mount Follow single mount process and repeat steps 2. 3. 4. 5. 6 and 11 on other side of pedestal. *Refer to Loop EV charger installation manual for further details on steps 4 & 5. .... ---.... 8-32 TORX SCREW--J:--1~----~ .. BLACK OXIDE FINISH ACCESS COVER ALUM. SHEET METAL 1 /4-20 GROUND STUDS NUT GASKET - ACCES (/) 1.25 THRU 1-11-1/2 NPSM THRU l,~,K~W COVER ALUM. SHEET METAL BLACK OXIDE FINISH <l>.63 Support: +1 (888) EVL00P1 www.evLoop.io 1140 E Franklin Ave Ste A El Segundo, CA 90245 OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID # __________________ I PLAN CHECK# _________________ I Business Name EVA Green Power, Inc Project Address 2290 Cosmos Court Mailing Address Business Contact Tyrra Adams City Carlsbad City State CA State Telephone # 760-889-8664 Zip Code 92011 Zip Code Applicant E-mail Telephone# BP DATE Plan File# rr va r n w r m 7 4 The following questions represent t e facl ty's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 13. Corrosives 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION (HMDI: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. Expected Date of Occupancy: FEES ARE REQUIRED Project Completion Date: (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). 1. 2. 3. 4. 5. 6. 7. 8. YES NO □ D!I B ~ Will your business dispose of Hazardous Substances or Medical Waste in any amount? □ □ □ □ □ Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Gil Will your business store or handle carcinogens/reproductive toxins in any quantity? Ii) Will your business use an existing or install an underground storage tank? ; Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (TIiie 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or realer than 1,320 allons? California's Above round Petroleum Stora e Act . 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES• answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp@sdcounty.ca.gov (858) 586-2650). (*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except • those with more than one building• on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. r Excludes garages & small outbuildings.] YES NO 1. D Kl Will the project disturb 160 square feet or more of existing building materials? 2. D ~ Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 3. D D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 4. D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 1 O working days prior to commencing asbestos removal. 5. D IX] Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/perrnits.pdD for typical equipment requiring an APCD permit. 6. D D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe business activities: Commercial office space Briefly describe proposed project: Install EV Charging Stations I declare under penalty of perjury that to the best of my knowledge and belief t e responses made herein are true and correct. Ma.-Slaphenaon Jtfatti&r&: ")~ Name of Owner or Authorized Agent Signature of Owner ~dAgent 12 / 22 / 2022 Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCD •A stamp 1n this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other perm1tt1ng requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE D Battery Manufacturing/Recycling D Boat Yard D Car Wash D Dealership Maintenance/Painting D Machine Shop D Painting D Radiator Shop D Rental Yard Equipment D Repair/Preventive Maintenance D Spray Booth D Transportation Services D Wrecking/Recycling CHEMICAL HANDLING D Agricultural supplier/distributor D Chemical Manufacturer D Chemical Supplier/Distributor D Coatings/Adhesive D Compressed Gas Supplier/Distributor D Dry Cleaning D Fiberglass/Resin Application D Gas Station D Industrial Laundry D Laboratory D Laboratory Supplier/Distributor 0 Oil and Fuel Bulk Supply D Pesticide Operator/Distributor CHEMICAL HANDLING D Photographic Processing D Pool Supplies/Maintenance D Printing/Blue Printing D Road Coatings D Swimming Pool D Toxic Gas Handler D Toxic Gas Manufacturer METAL WORKING D Anodizing D Chemical Milling/Etching D Finish-Coating/Painting D Flame Spraying D Foundry D Machine Shop-Drilling/Lathes/Mills D Metal Plating D Metal Prepping/Chemical Coating D Precious Metal Recovery D Sand Blasting/Grinding D Steel Fabricator D Wrought Iron Manufacturing AEROSPACE D Aerospace Industry D Aircraft Maintenance D Aircraft Manufacturing OTHERS AND MISCELLANEOUS 0 Asphalt Plant D Biotechnology/Research D Chiropractic Office D Co-Generation Plant 0 Dental Clinic/Office D Dialysis Center D Emergency Generator D Frozen Food Processing Facility D Hazardous Waste Hauler D Hospital/Convalescent Home D Laboratory/Biological Lab D Medical Clinic/Office 0 Nitrous Oxide (NO,) Control System 0 Pharmaceuticals 0 Public Utility D Refrigeration System D Rock Quarry D Ship Repair/Construction D Telecommunications Cell Site D Veterinary Clinic/Hospital 0 Wood/Furniture Manufacturing/Refinishing ELECTRONICS D Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing D Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMO) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47 -Organic Gas Sterilizers 32 -Acid Chemical Milling 33 -Can & Coil Manufacturing 44 -Evaporators, Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35 -Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tariks COATINGS & ORGANIC SOLVENTS 27 -Coating & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint, Stain & Ink Mfg 27-Printing 27 -Polyester Resin/Fiberglass Operations METALS 18 -Metal Melling Devices 19 -Oil Quenching & Salt Baths 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE, ETC) 25-Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION 34 -Piston Internal -Combustion Engines 13 -Boilers & Heaters ( 1 million BTU/hr or larger) 14 -Incinerators & Crematories 15 -Bum Out Ovens 16 -Core Ovens 20 -Gas Turbines, and Turbine Test Cells & Stands 48 -Landfill and/or Digester Gas Flares ELECTRONICS 29 -Automated Soldering 42 -Electronic Component Mfg FOOD 12 -Fish Canneries 12 -Smoke Houses 50 -Coffee Roasters 35 -Bulk Flour & Powered Sugar Storage SOLVENT USE 28 -Vapor & Cold Degreasing 30 -Solvent & Extract Driers 31 -Dry Cleaning ROCK AND MINERAL 04 -Hot Asphalt Batch Plants 05 -Rock Drills 06 -Screening Operations 07 -Sand Rock & Aggregate Plants 08 -Concrete Batch, CTB, Concrete Mixers, Mixers & Silos 10-Brick Manufacturing OTHER 01 -Abrasive Blasting Equipment 03 -Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis Membrane Mfg 51 -Aqueous Waste Neutralization 11 -Ti re Buffers 17 -Brake Debonders 23 -Bulk Grain & Ory Chemical Transfer & Storage 45 -Rubber Mixers 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40 -Asphalt Pavement Heaters 43 -Ceramic Slip Casting 41 -Per1ite Processing 40 -Cooling Towers -Registration Only 91 -Fumigation Operations 56 -WWTP (1 million gal/day or larger) & Pump Station NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division {'cityof Carlsbad Non-residential EV Charging B-65C Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov NON-RESIDENTIAL ELECTRICAL VEHICLE CHARGING STATIONS EXPEDITED REVIEW ELIGIBILITY CHECKLIST GENERAL The purpose of this checklist is to determine eligibility and clarify the minimum building code requirements when preparing plans and documents for expedited plan review of EV charging stations in compliance with Carlsbad Municipal Code Chapter 18.22 and Government Code Section 65850.7. as amended by AB1236 in 2015. Type of Charging Station(s) Power Levels (proposed circuit rating) Check One Level 1 110/120 volt alternating current (VAC) at 15 or 20 Amps □ Level 2 -3.3 kilowatt (Kw) (Low) 208/240 VAC at 20 or 30 Amps □ Level 2 -6.6 kW (medium) 208/240 VAC at 40 Amps □ Level 2 -9.6 kW (high) 208/240 VAC at 50 Amps • Level 2 -19.2 Kw (highest) 208/240 VAC at 100 Amps □ Other (provide detail): Provide rating: □ Permit Application Requirements: I A. Does the application include EVCS manufacture's specs and installation guidelines? I &Y I □N Electrical Load Calculation Worksheet: A. Is an electrical load calculation worksheet included? (CEC 220) ■Y □N B. Based on the load calculation worksheet, is a new electrical service panel upgrade DY Ill N required? 1) If yes, do plans include electrical service panel upgrade? DY ON C. Is the charging circuit appropriately sized for a continuous load of 125%7 ■Y ON D. If charging equipment proposed is a Level 2 -9 kW station with a circuit rating of 50 amps Illy ON or higher, is a completed circuit card with electrical calculations included with the single line diagram? Site Plan and Single Line Drawing: A. Is a site plane and separate electrical plan with single-line diagram included with the permit ■Y ON application? 1) If mechanical ventilation requirements are triggered for indoor venting requirements DY G:I N (CEC 625,29 {D}), is mechanical plan included with the permit application? □ □ B. Is the site fully dimensioned and drawn to scale? □N 1) Showing location, size, and use of all structures • y □N 2) Showing location of electrical panel to charging system ■Y ON 3) Showing type of charging system and mounting •Y ON Compliance with the 2019 California Electrical Code: A. Does the application include EVCS manufacture's specs and installation guidelines? ■Y ON B. Does the electrical plan identify the amperage and location of existing electrical se rvice II y ON panel? 1) If yes, does the existing panel schedule show room for additional breakers? ltY ON C. Is the charging unit rated more than 60 amps or more than 150 V to ground? DY Ill N 1) If yes, are disconnecting mean provided in a readily accessible location in line of site DY ON and within 50' of EVCS. (CEC 625.23) D. Does the charging equipment have a Nationally Recognized Testing Laboratory (NRTL) II y ON approved listing mark? (UL 2202/UL 2200) E. If trenching is required, is the trenching detail called out? ■Y ON 1) Is the trenching in compliance with electrical feeder requirements from structure to Illy ON structure? (CEC 225) 2) Is the trenching in compliance with minimum cover requirements for wiring methods or ■Y ON circuits? (18" for direct burial per CEC 300) Compliance with 2019 California Green Building Standards Code (CGBSC): A. Does the CAL Green EV Readiness installation requirements apply to this project? 1) Do the plans demonstrate conformance with CGBSC Table 5.106.5.3.3 for the minimum ■Y ON required number of charging spaces? 2) Do the construction plans comply with the design requirements set forth in CGBSC IPY ON 5.106.5.3.1 for single charging spaces or CGBSC 5.106.5.3.2 for multiple charging spaces? Compliance with 2019 California Building Code, Chapter 11-8 Accessibility Features: A. Do the plans clearly depict al required accessible EVCS features for the disa bled? II y □N 1) Do the plans identify the correct number and type of accessible EVCS stalls required in II y ON accordance with Table 11B-228.3.2.1? 2) Do the plans detail compliance with the accessible EVCS features required by CBC 11B-■Y ON 812 and Figure 118-812.9? ProjectAddress: 2290 Cosmos Court, Carlsbad, CA 92011 Applicant Signature: l)hd;~ ~/4k,... - Applicant's Printed Name/Date: Antonio Corradini 12/21/2022 2