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Home My WebLink About2815 CARIBOU CT; ; CBC2022-0432; PermitBuilding Permit Finaled (city of Carlsbad Commercial Permit Print Date: 03/07/2023 Job Address: 2815 CARIBOU CT, CARLSBAD, CA 92010 Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: BLDG-Commercial 2091200400 $86,400.00 Code Edition: 2019 Sprinkled: Project Title: Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Cogen Permit No: Status: CBC2022-0432 Closed -Finaled Applied: 12/13/2022 Issued: 01/11/2023 Fina led Close Out: 03/07/2023 Final Inspection: 03/03/2023 INSPECTOR: Kersch, Tim de Roggenbuke, Dirk Description: PUBLIC STORAGE: ROOF MOUNT SOLAR V ( 79.92 KW) (216 MODS) (1) INVERTER Applicant: Property Owner: GREG NIELSON 701 S GIFFORD AVE, # 103 PS SOUTHERN CALIFORNIA ONE INC PO BOX 25025 SAN BERNARDINO, CA 92408-2441 (951) 691-2226 FEE BUILDING PERMIT FEE (manual) BUILDING PLAN CHECK FEE (manual) GLENDALE, CA 91221-5025 BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) FIRE Special Equipment (Ovens, Dust, Battery) SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $2,615.69 Total Payments To Date: $2,615.69 Contractor: 1ST LIGHT ENERGY INC JUSTIN KRUM 1869 MOFFAT BLVD MANTECA, CA 95336-8944 (209) 824-5500 Balance Due: AMOUNT $1,210.00 $786.50 $98.00 $493.00 $4.00 $24.19 $0.00 Please take NOTICE that approval of your project includes the 11lmposition11 of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov \... ( :ity ur ( ~cl rl sl1c1( I COMMERCIAL BUILDING PERMIT APPLICATION B-2 C~2oz.z-o<-/. 3~ II, <{i'(,,1 L.l'C>O.o o .l:( 1'0t,,.!('O l "2..-l t "'!, \ -i..0"2.-°Z- Job Address 2?, 15 C,rnbuu Ct Suite: _____ APN: 209-120-04·00 Tenant Name #: _________________ lot fi: ____ Year Built: _________ _ Year Built: Occupancy: S Construction Type: II Fire sprinklers:(v'ESQNO A/C:QYESQNO modules rtnd 1 inverter 1~ 1 Provide and install cut lit~ 111:erdct:ve roof mounted photo·,oltaic system with 216 Syslerr size s 79.92kW D Addition/New _________ _ SF Deck New Sf and Use, SF Pd:io Cover, Orenant Improvement: D Pool/Spa: _____ <;F 0 Solar: 79 92 KW.216 SF. Sf. Existing u~e: Existing Use· J\dd1t1on;:il GJS or Electrical FcJturcs) Mocules, Mou11ted 0Rool OGround New SF and Use SF Other (Specify) Proposed Use: Proposed Use· .ll :5"0 [l.u:,:. I, 000. oo □ Reroof: ________________________ 3_o __ l(_l.\'.l_e __ ll_7_. •_0_,_,._ 2_'_0_· □ Plumbing/Mcchanical/ge~ \ \} t=, Q __ n Other B \3 £.1\rt Wi:.C. I -;a_lO•"0 I -:.. ~i~cj;: 0 ~ I 'I I ' .• ·.i:·, '. ' eA'"'" ,of G o1\/1s1ol'l Name: G:eg Nielson elJ\\..O\N Addre».701 S G,fford Ave Suile 103 City·San Bernardino State;_C_A __ ,Zip: 02408 Name: Public Slorage Address:2815 Canbou Cl City: Carlsbad Phone:4422015480 State:~Zip:_0_20_1_0 __ _ Phone·9516912226 Email·gn,elson@1slle com Name: 011ar Hussien Address· 1869 Mottai Blvd Email: 1sm11h5@publ1cstorage com Business Name: 1st Llghl Energy Address: 1869 Mottai Blvd City: f\.1;:intP.c:a State:_c_.A __ ,Zip: 95336 City: Manteca State:_C_A __ ,Zip: 95336 Phone: 2098245500 Phone: 2098245500 Email· commpermIt@1 sue com Email: commperm1t@1s1le.com Architect State license: _9_2_13_7_1 _________ CSLB License #:_92_13_7_1 _____ Class:B, C 10, C46 Carlsbad Business License# (Required): el.o~ 0 0 2.O 7 7-12 -c:11 APPLICANT CERTIFICATION: Ice, li{ythot I have read the appl,cotionandstate that the above information iscorrecl and that the --;..o 11 informat,onon !hep/ans isacwrare. lagree rocomply with all C,ty dinances and ate laws relating to building construction. NAME (PRINT): _G_r_e_g_N_ie_l_so_r_i ____ _ J THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUIIUlfllG PERMI! CAN BE ISSUED TO EITHER A >IAIE llllNSED CONlRACIOR OR A PROPERTY OWNER 1f !HE PERSON ,tGNING THIS FORM 15 AN At,ENl FOR EITHfR ENTITY AN AU1HORIZATION FORM OR lf fTER IS REQUIRED PRIOR TO PFRMIT ISSUANCE IOPTIOfl. A): LICFNSFD CONTRACTOR DFCLARATION. 1,, U/l(h:·;;.1')u/'y,_1;''.T _,'ii1)·/_i1,J/1u· ·r,U:<i'.,(, I , ·. ~ J) i 1 , ,/1',,-.f:1,, •f-\'.,,,'1:,/Pr,;f/_,,·,1:,,t •Eit· ·;_11•,,t· .-·,~1_-·1• ;'1 . / /( i (' it tc'L , 11,1 01 hdVt' ,;pd ... ,11 '''d'lll<Bn ... \ ._,. t1!1ld\t-,A l on,er,• . u \t-!f-,,.~urtc h.H WU' kt>r• ( Ulllt t"l~d' 'Cl IJIO\'''-:ed llv 'ie( t10·1 J700 o' \ 'He' Lal)OI Cude for 1 ti(-P~I fo·n1dl1U' uf Hw wo·-: wbrrh :11·\ pPrrnit 1~ 1~~.ied Poh(yt\o _ -OR- ~I ha\,'e and will ,na,n:aI'l worker's c::ripen~a1101. a~ reqLrrPd b)' Sect1or' 3700 ot the Labor Code, fc-t>ie perfo,manc.-ol 1>ie work for wh ch th·\ perm,1 \ I~~uPc My wor~Prs' compensat1cn rsuta'1ce carr,er and pol1(y number 3re· Insurance Company Name: N!fl,ori,• Ur,,,,~ Fn~ In~.,.~~-," Co Policy No. 0a2f>827~ Expiration Date: <'i-1-2023 •ON- Ocert 'ic.:i!e of Exe77pt on. 1 cert1~ that r, the per·fmrriance of the work for whicf--1h15 perm rt Is ,,;sued, I shall not employ any persorI ,r ariy manner so as to ber c-r-w ;ubiect tc 1hP wnrke-r~' rompt>n\a•Ion I ;iws of l Jhforru;i WAHNINC:i: f-ailure to ,;ecure workers compensatJon coverage Is unlawful and shall ,;ubJect an employf'r lo criminal penalties and civil fines op to $100,000.00, in addition the to the cost of compen~tion, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CON, f RU( I ION 11 NlllNC, AGI NCY, If ANY: I herPb\l affirrri th.11 thne 1\ a ;omtrw:t·on lending af{enry fw the pNforinanff' al 1hP wor~ this pertl'·t is i~rned !Se.: 3097 (i) l,v I lodP) 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 isaccurate. lagreetocomply with all Cit ordinances an tote laws relating to building construction. \ 1 NAME (PRINT): Greg Nielson Note; lf the person signing above is an authorized agent for the contractor provide a lett OR J IOP! IOt>. BJ OWNLR-BUILULR UL(L/\R/1 I ION I hereby affirm that I am exempt from Contractor's License Law for the following reason: n 1. a~ owner of the proi:,ertvor my employees with wage: as tr'e1r sole compensation, w,U do :he work and the structure 1s not interded O' offered for sa,e ISec ~t.4. Bus1ne~~ a'ld Professwns Code: T'1e Contractor's L1cC'nse Law dces ciot apply to an owner of property who bu-Id~ or ,mproves thereon,. and who does such wo"I<. h1mseif or tt-rough t>1s cwr ernpio·,ee~, pro111ded that such 1mprovemerns are not m'.ended or offered for sale If. however, the building or I~)provement 1s so'd with r one yPar ol r.o'l"lpletlO'"'I. thf' OW'"•l't-budder wi!i havP tr'e bcrden of pro11ing that he did no1 bJiid or Improve 1o'. the purpMe ol sale) -OR-D1. as owner of the proper:~·. am e:,.c!u~1veiy contracting w,th l1cersed cont,.;ctors to co1stn,ct th~ project \Sec 7C44, 81J~11ess and Prole~s1ons Code The Contra(tor's License law does not apoly to an owner of prooert~ wt-.o builds or improves thereDn and rnntracts for such pro1ects ,,..1th contractor(s) licensed pur~uant to :he Contractor~ Licen~e Law]. -OR-□I arr p:,.empt under Business ,ma Profe~sions Code D,v1s·,on ), Chapter 9, Art,r;e 1 fo, tfi1s rf'a<,o,y \:\I). □ I.' f " , i" r ;,t , 1,,, · - :I••, I,,,., tr,_•' 1',;! •I·, r ,._, ·1,, l'.•• , , ·1 -I undersrand that a copy of theapp/lcable law, Sec tlon 7044 of the Business and Professions Code, is available upon request when this application i5 submitted or at the following Web site: http:ilwww.leginfo.co.govlcalaw.html. OWNER 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. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIGN: _________ DATE: _____ _ Note: If the person signing above is an authorized agent for the property owner include form 8-62 signed by property owner. 163', Fa,aday Avf! Carlsbad. Cl\ 92008 Ph t.'12-339-27'.9 Fa> 760 602-85',8 2 REV 01121 PERMIT INSPECTION HISTORY for (CBC2022·0432) Permit Type: BLDG-Commercial Work Class: Cogen Status: Closed -Finaled Application Date: 12/13/2022 Owner: PS SOUTHERN CALIFORNIA ONE INC Issue Date: 01/11/2023 Subdivision: Expiration Date: 08/30/2023 IVR Number: 45227 Address: 2815 CARIBOU CT CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status NOTES Created By TEXT Created Date Angie Teanio 951-691-2226 Greg II property does not open 0212212023 until 9:30a Angie Teanio 951-691-2226 Greg II property does not open 03/02/2023 until 9:30a Tuesday, March 7, 2023 Page 2 of 2 Building Permit Inspection History Finaled {cityof Carlsbad Permit Type: Work Class: Status: Scheduled Date 0212312023 PERMIT INSPECTION HISTORY for (CBC2022-0432) BLDG-Commercial Application Date: 12/13/2022 Owner: PS SOUTHERN CALIFORNIA ONE INC Cogen Issue Date: 01/11/2023 Subdivision: Closed -Finaled Expiration Date: 08/30/2023 Address: 2815 CARIBOU CT CARLSBAD, CA 92010 Actual Start Date 0212312023 IVR Number: 45227 Inspection Type Inspection No. Inspection Primary Inspector Status BLDG-35 Solar Panel 204018-2023 Cancelled Tim Kersch Checklist Item COMMENTS BLDG-Building Deficiency NOTES Created By Angie Teanio BLDG-Final Inspection 204019-2023 TEXT 951-691-2226 Greg II property does not open until 9:30a Cancelled Tim Kersch Checklist Item COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio TEXT 951-691-2226 Greg II property does not open until 9:30a Reinspection Inspection Reinspection Incomplete Passed No Created Date 02/2212023 Reinspection Incomplete Passed No No No No No Created Date 02/2212023 0310312023 0310312023 BLDG-35 Solar Panel 204602-2023 COMMENTS Passed Dirk de Roggenbuke Complete Tuesday, March 7, 2023 Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio Angie Teanio BLDG-Electric Meter Release 204766-2023 Passed Yes TEXT Created Date 951-691-2226 Greg II property does not open 02/2212023 until 9:30a 951-691-2226 Greg II property does not open 03/0212023 until 9:30a Passed Dirk de Roggenbuke Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-Final Inspection 204603-2023 Checklist Item BLDG-Building Deficiency BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed Dirk de Roggenbuke Yes Passed Yes Yes Yes Complete Complete Page 1 of 2 1st AHJ Submittal Page 3 5 27 43 Plan Submittals Public Storage #27201 PV Generation System 2815 Caribou Ct, Carlsbad, CA 92010 APN: 209-120-04-00 RE.CE.\\JE.O DEC 1 S 'l.O'l.1. , 79.920 kW DC cARLSB~O; en'< Of G D\\I\S\ON \ eU\LD\N Description Insurance Certificates Structural Calculations Electrical Calculations Component Data Sheets PROVIDED BY: CBC2022-0432 2815 CARIBOU CT > 1- .-iL .... 0 PUBLIC STORAGE: ROOF MOUNT SOLAR V ( 79.92 KW) (216 MODS) (1) INVERTER Plan Check # ___ _ 2091200400 12/13/2022 CBC2022-0432 This page intentionally left blank. J t ;J ENGINEE~INC Date: 12/05/2022 Project Name:Public Storage #27201 Project Address:2815 Caribou Court Carlsbad, CA 92010 Contractor: 1st Light Energy Contractor Address:1869 MOFFAT BOULEVARD, MANTECA CA 95336 Attn: To Whom it May Concern I certify that the capacity of the structural framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the Design Criteria Design Criteria 1.Applicable Codes: 2019 California Building Code 2. Ground Snow Load: O psf 3. PV Dead Load: 3.45 psf 4. Wind Speed: 96 mph 5.Risk Category: II 6.Exposure Category :C if you have any questions or concerns please contact us, Engineerinc.io 303 N Glenoaks Blvd Suite 200 Burbank,CA 91502 (747) 333 -5991 new@e ngineeri nc.io ~ Exp. Date : 3/31/2024 Date Certified and Signed: 12/05/2022 ENGINEE~INC STRUCTURAL CALCULATIONS PER CBC 2019, ASCE 7-16 NDS 2018, AISC 360-16, ACI 318-14 TMS 402-16(fonner ACI 530) Public Storage #27201 2815 Caribou Court Carlsbad, CA 92010 ENGINEE~INC ProJect Name Public Storage #27201 Project ID: 1001691 Engine~nc.,o, (747) 333-4991 Address.2815 Caribou Court Carlsbad, CA 9201 O Sheet: 1 303 N Glenoak.s BNd Sutle 200 new@englneermc.io Burbank, CA 91502 Structural Calculation Report Date: 04-12-22 CONTENTS I DESIGN DA'IA .. .. . ... .... .. ... 2 2 STRUCTURAL LAYOUTS .. 3 3 DESIGN CALCULATIONS .. .. . . .. .. 4 1 I WIND CALCULATIONS. ... .. 4 3 2 WEIGHT ASSESSMENT .... ... . .. , ... ... 5 3.'l ROOF BEAM DESIGN .. .. 6 Page I ENGINEE.:IINC ProJect Name Public Storage #27201 Project ID: 1001691 Engw,eerinclo, (747) 333..4991 Address·2815 Canbou Coun Cartsbad, CA 92010 Sheet: 2 303 N Glenoaks Btvd Suite 200 new@ene1ne~inc.10 Burbank, CA 91S02 Structural Calculation Report Date: 04-12-22 1. DESIGN DAT A 111is report represents the structural assessment of the exiting building with the proposed new loading arrangement by installing PY panels on roor. These calculations are prepared with the collected /providc.::d data by the client. All the existing conditions and dimensions should be verified at site prior to commencing the 11ork. Design Criteria Code: 2019 California Building Code Live Load (psf) Basic Wind Speed (mph) Exposure Cat Ground Snow (psf) PY Panel Weight ( MI N -3 PSF) Roof Loading Roof Dead Load Total Dead Load Live Load (ASCE 07-16) / ., ,, \ 9 9 I f nac..--.Q. ~ •o:o \ 9 Q ,,, 0 ... ~1~ ,., , Q 20 96 C 0 3.45 Load(psf) 9 l I ,.,"""' .. , ---- 9 9 7.5 10.95 20 ., 4 ~/ ·~- ... - d I 9 : i ·~ .. I q Figure I. I: Site Image Page2 y • 9 • . 1 ft ENGINE EK INC Pro,ect Name Pubhc Storage #27201 Project ID: 1001691 Engineerinc.lo, (747) 333-4991 Address.2815 Caribou Court Carlsbad, CA 92010 Sheet: 3 303 N Glenoaks SJvd ~ite 200 new@)engine~lndo Burbank, CA 91502 Structural Calculation Report Date: 04-12-22 2. STRUCTURAL LAYOUTS I I I I I I ' I I I I I I I I I I I I ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I ' I _ I I I I I I I I I I I ~ ----I 1,-1 I I I I I I I I I I I I ' I I I 1iR~ I I I ' I I _....,. I I I I I I I , .. . n .. T W _,."'° I I I I I I I -I I I I I I I tsat<ATOI ·-.... I !.... I I ,n , I I I-' I I I I I I I I I I I I I I I I I I I I ' I I I ' I I I ,: I ' I I I I I I ' I : I I '1 I I I I I I I I I I I I I ' I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ffCQ,JlmFINQ ~~~ I I I I I I I I I I I I I I I I I I I I I T T ' """"""'-T I I I l'l I I ' I I I I I I I I I ' I I I I HEICJHT ,..,,.. 'MOTM-t-lltf' I I I I I I I I I I I I I I I I I u.J I I I ·TMCKNCSS. IW' .... , I I I I I I I I I I I ' ' I ' ' I ~ I I I I I I I I I I I I I I I I I I I I !Tff~-I ' I I I I I I I I I I I I I I I I I I ----~ I I I I ~Pnt2-,,r I I I I I I I I I I I I ' I I I -WIOTlt .. tn-_ _,,.,... I I I I I I I I I I I I I I I I I I I ' :--..... u,,,or..,w I I I I I I I I I I I I I I ' I ' I ' ' I I I ' ' I I ' I I I ' I I I ' I I ' I I I I I ' ' ' I I I I I I I ' I ' I I I I I I I ' ' ' I I I I I I I ~----I I ' I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OEPlH l" M)fH4,.lt2'" ' I ' I .. .....,. I I I ' I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I ' I ' Figure 2.1: Structural Arrangement and Mounting Plan Figure 2.2: Images of the structure Page3 ENGINEE~INC Project Name.Public Storage #27201 Project ID: 1001 691 Englf'!eennc..10, (747) 333-499] Address·2815 Canbou Cour1 Carlsbad, CA 92010 Sheet: 4 303 N Glenoah stvd Suite 200 new@eng1neerin(.io Burbank, CA 91502 Structural Calculation Report Date: 04-12-22 3. DESIGN CALCULATIONS 3.1. WIND CALCULATIONS I ASCE 7-16 Wind Forces Chpt 28,Pt2 & Chot 30, Pt2 m I Analytical Values I V . Basic W111d Speed per Sect 26.5-1 or 2 9o mph Roof Slope Angle 0 degrees OccupanC) per Table I 5-1 I I All Buildings and other structures except those listed as Category I, Ill, and IV faposure Categori per 26 Exposure C Endo,ed Bu1ld111gs MRH Mean Roof Height 24 ft Length of Buildmg 218 ft Width of Building 218 ft U~e1 specified minimum design pressure: Io J>SI Veloctt) pressure exponent coef(Table 26 6-1) Kd 0 85 TQt>ograplnc Factor Kz1 pe, 26.8 ( not Sigmficanl) I Guest Effec1 Fac1or Gr 0.85 Velocrty pressure equaoon: q 0.00256 x K" K,, Ki , v' I Design Velocity Pressure I z Kt (Table 26.10-!J qz (psi) 15 0.57 I 1.4 20 0.62 12.4 25 0.66 13.2 30 0 7 14 0 40 0.76 15.2 50 081 16.2 Ex1 Pressure Coefiic1en1 Cpe (max ~ ve) 0.8 Ext Pressure Coefficient Cpe (nun -ve) -0.9 Net Pressure P ( uplif!) -11.2 psf Net Pressure P (Do\\11ward) 9.9 psf Design Pressure on Roof 16.0 psf Page4 ENGINEEPIINC ProJect Name Pubhc Storage #27201 En,ineerlnc lo, (747) 333-4991 n@w@enameermc.io iAddress.2615 Canbou Court Carlsbad, CA 92010 303 N Gle-noaks Blvd !,yite 200 Burbank, 0. 91502 3. DESIGN CALCULATIONS 3.2 WEIGHT ASSESSMENT Exterior Wall Weight = Height = Length = Total Weight = Weight = Area = Total Weight = Existing Seismic Weight = Ballast PV Weight Area of Panels = Total Weight = New Seismic Weight = Structural Calculation Report Project ID: 14 psf 24 ft 872 ft 293.0 kips 7.5 psf 48400 tf 363.0 kips 656.0 kips 3 45 psf 5802 ft2 20.0169 kips 676.0 psi Sheet: Date: % Of Weight Increase =3.05 %, Hence seismic force resisting system of the building is permitted to remain unaltered. Hence, Seismic Assessment is not required Page5 1001691 5 04-12-22 ENGINEErllNC Enelneer1nc.io, 303 N Glenoaks Blvd Suite 200 Burbank, CA 91502 (7<7) 333-4991 new@qmeermc..fo Project Name:Pubhc Stocage #27201 !Address 2815 Canbou Court Carlsbad CA 9201 O Structural Calculation Report 3. DESIGN CALCULATIONS 3.3 ROOF BEAM DESIGN Project ID: 1001691 Sheet: 6 Date: 04-12-22 Ma,11nu111 Span of the Cold fonned Steel Beam "as taken as 4 5 ft for the eXJsting 101,drng condrtion. I oad,ngs acting on the C purhns \\ere ment10ned 111 design loadmgs m this report MaJor Minor Tributary Width Span --, Figure 3.1:FEM Model of the C Purlin unrts. lb.fl AISI-ASD96 COLD-FORMED STEEL SECTlO"1 CHECK Design Secri on Design T~µe Lenglh Area I MaJ0r I Mrnor S111aJ01 Snuno, E Fy A\'Ma101 A, Mmor rMajor rMmo, Stress Check forces & Moments p 0 Momeni Design M Mn 961 0 Shear Design M22 0 1175 6739 Mn(yield) - = = = = - = = = -- M33 961 1306 7488 C h4 5 Beam 4 5 0.0056 0 0000, o ooo i.o 0.000181 0 001040 4248000000 7200000 00022 0 0029 \'2 854 Mn(LTB) 015 0.08 1175 6739 V Vn OmegaV Vn 854 5658.7 167 0151 PMM Demand/Capacity Ratio 0.97 Page6 10 4.5 \'3 0 OK ft fl T 0 :i=UNI RAC~ PROJECTTITLE ROOFMOUNT RM10 EVO NAME PROJECT ID A1661411 Public Stl)r~ge #27J.01 ADDRESS 2815 (dribou Ct. (arlsb~d. CA 9201 o, USA CITY, STATE IJnknown MODULE VSUN VSIJN37n.120BMH U-BUILDER PROJECT REPORT APPLICATION V[RSION 6.0.0 PROJ[CT VlRSION· 0 023 CREATED Nov. 22, 2022, 12:45 p.m. ::ies1gnPci by JSPward@lstle.rom RM10 EVO VSUN 716 · V':;UN370 120BMH 4299 33 ft 79.92 KW NOTE: Installation of the proJect Is intended to happen w1th1n the year of project designed in UBu1lder If it's past one year please rerun the design or contact Unirac Engineering Services ENGINEERING REPORT Plan review AVERAGE PSF TOTAL NUMBER OF MODULES TOTAL KW TOTAL MODULE AREA TOTAL WEIGHT ON ROOF RACKING WEIGHT MODULE WEIGHT BALLAST WEIGHT MAX BAY LOAD (DEAD) TOTAL ATTACHMENT COUNT TOTAL BALLAST BLOCK COUNT Loads Used for Design BUILDING CODE BASIC WIND SPEED GROUND SNOW LOAD SEISMIC ISS) ELEVATION WIND EXPOSURE MRI RISK CATEGORY VELOC ITV PRESSURE, QZ 3.45 psf 216 7':1.92 KW ·S802 ft• 617 ,b, 9331 lb, 1004?. lb'.: 142 'be (J 96 00 mpr• o oo nsf 0.929 351 00 ft C 18.52 psf Inspection PRODUCT MODULE MANUFACTURER MODEL MODULE WATTS MODULE LENGTH MODULE WIDTH MODULE THICKNESS MODULE WEIGHT HALF BLOCK ALLOWED SETBACK DISTANCE ADO CENTRAL SUPPORT BALLAST BLOCK (CM U) WEIG HT MAX BLOCKS PER NORTH BAY MAX BLOCKS PER NON NORTH BAY BUILDING HEIGHT LONGEST BUILDING LENGTH ROOF TYPE LONGEST BUILDING LENGTH SHORTEST BUILDING LENGTH PARAPET HEIGHT DEAD LOAD FACTOR RISK CATEGORY ATTACHMENTS OPTIMIZATION CRITERIA RM10 EVO VSUN VSUN370-120bMH 370 warts 6940" 41 30" 1 37' 43 20 lb, No 3 ft No 32.0 b'. 4 3 24.0U fl 218.00 ft TPO 218.00 ft 218.00 ft 53 oo·· 1.000 Maxrm,z!' Balld:;t ATTACHMENTTYPE UNIRA( FLASHLO( RM ATTACHMENT CAPACITY UPLln 497 1 lbs ATTACHMENT CAPACITY SHEAR 401 6 lbs CONTROLLING COMPONENT UPLIFT CAPACITY RA(KING/S TRUT CONTROLLING COMPONENT SHEAR CAPACITY RA(KING/S.T RUT Roof Area 1 · Array 1 AVERAGE PSF TOTAL NUMBER OF MODULES: TOTAL KW. TOTAL AREA: TOTAL WEIGHT ON ROOF: RACKING WEIGHT: MODULE WEIGHT: MODIFIED DEAD LOAD FACTOR BALLAST WEIGHT: MIO SUPPORT KIT WEIGHT: TOTAL ATTACHMENT COUNT: BOM PART RM10 EVO FIELD BAY RM10 EVO NORTH ROW BAY RM ROOF PAO EVO MOO CLAMP SIDE BOLT BULK EVO MOD CLAMP BULK BALLAST BLOCK 3.45 psf 216 79.92 KW 5802 fl· 19997 lbs 617 lbs 9331 lb~ 1 0 10048 bS 0 lb, 0 QTY 226 26 140 903 903 314 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS)• ARRAY TO ARRAY: TO FIXED OBJECT ON ROOF: TO ROOF EDGE WITH QUALIFYING PARAPET: TO ROOF EDGE WITHOUT QUALIFYING PARAPET: MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS)• MAX NUMBER OF NORTH-SOUTH ROWS: MAX NUMBER OF EAST-WEST COLUMNS: ~s,,e ASCE 7 16 SPct,on 13 6.12 for inure derails 12.0" 24.0" 24.0" 48 O' 18 29 Roof Area 1 -Array 1 -Modified Uplift Ballast Map LEGEND Module Q Stitndard (Orner b~y with (MU blo(k rounr ■ SuµpI,•mPr,1a, bay with (MU tdork rnur,1 NOTE 8Ior,s obovP with values gre•at~r thon 4 , equirP Pxtra bolla:;1 bays, e,ref)I north-mus, bay, wh,rh require extra bays for value, greate, thon 6 The pr0ner numhe1 of bays a,e provided 111he Bill of MatPr 1<11$. The n:;tal\f'r 1nu51 install rhesP i,xtra b<1ys as n,,a, to the 1r,d1ro1ed lora11on a, po:;:;1b\P lr,srail two roof pad~ to ~very othPr f)trmdry bay Ir," row of bay·;, ll1P.n sk.p a , ow. ar,d do It <1gcIn ROOF PAD DETAILS Minimum ratios by main roof types for application where friction coefficients must be met: EPDM 11 Pads on eo,h prirnary t,ay TPO 1.4 Ped~ or, 1 of every 4 pr,rnray bays PVC 1 4 Pads or, 1 of ,,very 4 pI ,mary bays M1ni>1al cap NIA No pads reqlJlr Pd NOTE 1. It ,s alway, an 0p11or, t{.I apply 1oof pads 10 all bays"' an airay evPn wh,•n noI requirP.d 2 Roof pacls arP. always appliPcJ 2 pe, bey (one or, l'ach ski trJ cvoid unhalan,ing cha~1s). 3. WhP.n ,nstall,ng minImurn ro{.lf pad~ fo1 friction lat 1 :4 rat,o). apply 2 roof pads.I0 every 4th primr<1y bay~taggenng lhe offst-t bPtwePr, lhP. rows. AltemativPy. 1nsI.all 2 root pads trJ evP.ry otf-\PI bay ,r, a ·ow of bays. men sr.Ip a rc,w, and drJ It ;,gain 2 :;kip ariy bays thar havP merhan1cal rc,of artar.hmenrs(1.~ .• /lncho1 p, oducts. Flashl0c RM 01 OMG attilchment;). WINO DESIGN DETAIL Ten a,ri Cate go, y Bdw Wind Speed R,sk Category Mt•dCI Roof He1gh1 Topograµh,c F¥tor, Kzt Wir,d Dir eo ional!ty Fart or Kd (,,01Jnd Flevar,on Facto,, Ke Vrir,r-ty Pri>,,uri> Exro,u1i> Coeffic1fn1, ,, DP,;ig:n Llf., Fanor2, fc2 veIoc,1y P,es,ure ~t Herghr. q, De~1gn life Velor,ty PrPSS\JIP. q, X 1,2 C 96.00 rnph 35100 ft r II 24 oo rr 0002:N, 100 085 0.99 0 94 1.0000 12 ,,2 p,r 1e.,,2 p,r Sect,ori 26 7 (ASCE 7 16) Table I 5-11AS(E 7-16) SPtt,ori 3n 3 '-(Ace E 7 16) SHt1ori 26 8.2 iASC E 7 16) Sec, 10n 2/i.6 1 iASC E 7 16) ·1ahl1: 2b.10 I (ASCE 7-16) Equanc,n 26 10 l (l,SCE / IC,) Equation C26.5-4 (ASCE 7-16) SEISMIC DESIGN PER ASCE 7-16 s, R,sk Category Site Coeff,c,ent, Fa SMs Sos Module we,gH Ra(k1ng dr,d 8dll3'.;t We1gh1 to One Mot:iule Capac,Iy of Com1(,ct1ons to One Module (NiS) Cap11rny of Connect,01,s to One Module (E/W) Wl (Modull', Racking, 11nd Ball;,sr WPIght ro Orie MC>dth) Maximum of O 133 S05W1 o, 0.1 Wl Maximum NumbPr ot Mociuli:s pPI (olumn (E-W) Building Importance Fauor, • Impo,tano, Facto, of AI r~y !P De::1gn for s,,1sm,c Sepa1at1on 6mpv ~Imax(l.(S05-0 4)2 x 60, 24) ,n] or 2,11n Setback BetwPen A1 rays (0.5 x Ip x 6mpv) Setback Betwi,en AI ray and ObJects (Ip x 6mpv) Setback Between Array and EcJgp of P¥apeI (le> Ompvl Setback Between An ay 11nd R0of Edge w1th0ut Pili a pet ( I 5, 10 x Ompv\ D 0.929 g 1 1284 1.048 ~ 0.f>99 g 43 20 lbs 98.45 lb$ 227.00 lbs 37700 lbs 141.65 ll,s 14 17 lbs 18 29 1.00 1.00 24 00 In 12.00 ,n 24.00 ,n 24.00 HI 48.00 ,r, SP,t1on 11 4.2 (ASCE 7 I 61 TabIe 11 4-1 (ASCE 7 1f,) Section 11 .44 (ASCE lf,) Senion 11 45 (ASCE 7· 16) Tobie 1 5 2 (ASCE 7-16) Table 13 €, 1(ASCE7 16) '.:,,;,ct,or, 1.,u; 12 (ASCE 7-16) Sect,or, 13 6.12 (ASCE 7 16) Sect,on 136 12 (A'.:.CE 7-16) S(•ct,on 136.12 {AS([ 7-16) Secr,on 13.6 12 (ASCE 7 16) SNOW DESIGN Exposure (;Hegory hposurt' Facto,, C • Thennal Factor, C, G, ounll Sriuw, Pg TIit A.,g1e Fld1 Roof Snow Load Pr = 0 7 x Ce, <-, x ,, , Pg M1n1111urr+ Sr,c,w LOod, Pm For Pg~ 2u rsf For Pg , 20 p,f Slope <actOI ' c, Sloped Roc,f Snow Locd Ps ° Cs Pr 1 00 C 1 00 1 .00 000 psf 10' O 00 psf o.oo w,1 20.00 psi 1 00 O.OG psf Table 15-1 (ASCE 7-1 h) Tdble 1.5-2 (AS(E 7-16) Section 26.7 (ASCE 7-16) • Table 7 31 (ASCE 7-16) ·1 ~ble 7.3 2 (ASCE 7-16) Equ~I,on 7.3-1 (ASCE 7-16) Section 7 3 4 (ASCE 7-16) Set11on 7 3,'1 (ASCE 7-16) f:1gurt' 7-°La lASCE 7-161" Equation 7.4-1 (ASCE 7-16)* *Section C7.8 states "collectors should be designed to sustain a load calculated by us,ng the "unobstructed slippery surfaces" curve in F,g. 7-2a." This indicates that Ct s 1.0. Per Figure 7-2a for a roof slope of s• with the unobstructed slippery surfaces graph, Cs= 1.0. DEAD LOAD PER MODULE(D) -Roof Area 1 -Array 1 LEGEND -Modult- SNOW LOAD PER MODULE(S) -Roof Area 1 -Array 1 ... ~ -~ ~ ,..., ,_ . --IS ... -r, r-:\1 ... --~ -"' --i!~ -p 11111 --1111 ·-~ - I"', ~ -~-• 1111 .. _, -~ Ill ~ z .. ■ ., ~ LZJ Ill ■ ~ I l r: .• • 1111 11111 11,1 1111 .. i:1111• 1111 1111 ... ... -·------------"" -----~ -----w w If "L u LEGEND -Modult- WIND LOAD (UPWARD) PER MODULE -Roof Area 1 -Array 1 ,, LEGEND -Module FINAL DOWNLOAD PER MODULE MAP -Roof Area 1 -Array 1 LEGEND -Module UPLIFT CALCULATIONS Gcp factor per module (uplift) map -Roof Area 1 - Array 1 LEGEND -Module DRAG CALCULATIONS Drag Gcp factor per module -Roof Area 1 -Array 1 LEGEND -Module Factored total wind uplift map -Roof Area 1 - Array 1 • I I t • f I :,:,:•=·=·=·=·= -t _,_. -·-. -·-·-. -• -• -' -._._, -t_• -. -• -• _. _. _,_' _,_ -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·--· -I -·-·-·-f-0 -·-0 -· -· _ ._, _. -I-· -0 -• -· -I -I-· -t -·-:::::: ::::::: :: ::::::: :::: :: : : :: ::: ; :: : ::: : :::::: ::::::::::::::::::::::::::::::::::::::::::::::::: - TOTAL DOWNLOAD CALCULATIONS Total downpoint load per bay -Roof Area 1 -Array 1 /I " ., LEGEND Module 0 Bay • Dowripo1nt !Odd 0 Bay Maximum downpo1nt 1oad NOTE UPLIFT CALCULATION PER BAY WITH NORTH BAY FACTOR: -Roof Area 1 -Array 1 Total uplift weight per module n 11 ., .•• ~ ~-· n · ~ .,, ,.~ II I ti' ' --~ --, ~ --""' ., r, r, ., -·• ..,, 11,j ~ --i~ I ~f] . --.., . Iii, llliil ~ w "" ... iii iii ..... .. u ...,. ... ~ Lo.. ... ,_ .... ~ Ii... --L..J ... u -u l-,_ I,.; .. .... u w - Note : Bays map with 1.22 factor 1s displayed 1n "North bay factor Map" 1n Engineering layouts Blocks per bay Note· Any additional blocks added In the layout contribute to sliding NOTE IJn:rar lf•Sting was performed a; per AIS1 S 1 Q!). 2U07 ~tancards 2 Tenap,n rc-snng I·1-po11 rot,f moum balla~r supr,or I C0('ifir,er,1 of f11rt,on tP.\.tI11g f<M 2.0 family Uuly 13, 2016) (Stat1c,K1net1c.WP.t ilnd Dry tesring perfo, rnedJ RM1O EVO LI-BUILDER PRODUCT ASSUMPTIONS RM10 EVO-Ballasted Flat Roof Systems um,r;,t,ons of Respons,b,llty It 1s r11e user's ,espons1b1l1ry co enswe 1har inpur., arf' corrf!CI fo, you, specific pro;ecr un,r,,c ,s nor rhP. sofa, f'lf'ccnca/. o, bu,trling engme,'r of r,_,co, cl am/ ,s nor , e,pon~1/.J/e ro, rhe .<Olar e/Pcrncal. or 1,wlding de~1gn for ihrs proiecr Building Assumptions 1 M1nur.uI,. allowed <et back distanu• Is 1 ft ; Bu1ld1r,g H1>1ght ~ 50 It 3 Buddu1g Height> 50 ft: only where (IOflgest length of buddir,g, building he1ght)"O 5 ~ 100 ft 4 Roof Slop"~()" (0:12) ar,d ~ 3< (5/8:12) for ~e,srr,ic DP<,1gri Care~ory C, D. E .,r,d F For low sel'>rnIr r.,g,ons Sel'>rr1r Design Category A and B (provl(led Array I111portance faoor = 1.0), Roof Slope" o• (0 t2J and ~ T ( 1 1 /"/. 12) 5. Roofing M<1renal Type~-EDPM, PVC TPO, or M,n,,ral Cap 6 Suiroundir,g Building Grade leveI -, Bt1ld1ng Height~ 60 ft requires 1ttar>,nwn1s Ballast Blocks Thi-installer Is responsible for procuring rhe ballast block~ (Conrn•te Masonry Units -(MU) and v<>nfy,ng the required m ,nimurn weight needed for 1h1s design. CMU should comply with ASM standard sp<'of,caI1on for concrete roof pavers des1gnat1c,n ((1491 or C90 with an integral water repellent su1tat.rle lor th(• clin1ate t ,, plared it Is •<>cotnmencled that th<> blocks are inspected periodically for any sign~ of degraddrtOn If cieg1 adilt1on of tht' hlO(k 1$ obSHVl'd, th!' block shou d imm,>dodlt-ly be replaced. Th£· CMU ballast block should have nominal d1m<'ns1on< of ~"x8"x16" The actudl block d1mens1ons are 318" less than thE' nom111dl dInwns,c,ns Ballast blocks should hilVE'" we,ght as spec1!1PcJ to, the proJect In the 'lnsper.t1on" S(•ct,on of this report, Design Parameters 1 R•S~ (~tegor y I to I I 2. Wind 01c,1gn d Basic Wind Sp1>ed·110-1$() r11ph (ASCE 7 10)/90-180 mf)h (A~(F 716) b. Exposure B, C or O {ASCE 7 HJ/ASU 7 1/iJ c 25 y1,ar or 50 ye<1r Design Life fur ASCE 7-10 ISO yPilr Design L,fe for ASC E 7 16 d. Elf'va11or1 lnsert,on o( •he oro_1ert dt gradP elevat,on can 1esulI In a redun,on of wind pressurP If your pro;ect Is In <l sp!•r.1al rase study rr>g,or, or irI ar, aI"a wtwre wind ,tud1es have been P"' forrm•d, pleasP VPr ,ty wI1h yout Jurisd,c1Ion to er,~ure that elPva1ion effects have nrit .)!ready been fartor~d In1c, the w,nd speed If elevation efferts have bePri 1ncludf'd ,n your w,nd ~pP!•d, please ,el"CI fl ft a~ the nI OJNt s,t~ Pls>vonon e. Wind Tunnel 1est,ng W,nd tunnel testing co£-ff,nent:c have been ut11twd fo, design of the system 3 Snow Design a. GrouncJ Snow LOod (J-100 psi (AS(E 7 10/ASCE 7-16) b Roof Snow Lc•adc (itlculat,on per Sectton 7 3 !AS(~ 7 t OIASCf 7 16) c Unbalanred1Drift1ng/Sli<ling. Re~ults a,e ba:cPd on the ur,1to,rn ~now lo.ad,ng and do not con~•ds>r unbalancpd drift,rw, anrJ sl1d,ng cor,d1t1on~ 4. Se,sm1c Design Properties a R1,pon SE AOC PV1-2012/ASCE 7-16 SECTION 13.6 12 Strucrur al SP1sm1c Requ1remenrs and Commema,y fo, Rooftop Solar Phowvo/ta,c Array, 1 Bay Wt>1gh, •2.4$ It,~ 2. Module Gaps (EM')• 0.25 tn 3. Modul1> Gaps (NIS} = 13. S rr, Testing 1 (0Pff1C1('nt of Friction 2 Wir,d Tunnel 3. UL 2703 4 Conpo11er,t Testing (Bay and Clomp) Setbacks For the wind tunnel 1ero1nrnendaI1ons ,n U-Bu,lder to apply, rhe following :etbacb ~hould be observedlfollowPd for U-Bulld!-r wrnd dPs1gn· Modulps ~houlo t,p placed• mrnrrnun, of J feet from ttw Pdge of the hurld1ng ,n or,y drrectior, : If tl1P arroy ,s Ioca1ed neor an ob~t•uct,on thot •S 3 S f<:et wide iJnd 3 S ff'!-t high or larger, the rw,are~t module of thP ar roy must be IOCdted • <11sIance frorr, thP. obstruction that 1s greorer than or equal 10 th~ height of th(• obstn,n1on Exrermon Whl'n using ASCE 7 -16 Buildrng Code and using the o,i~trucric,n feature 1n the module 1>drtor to accurately modi>I the s,ze and locet,on of obsrrurt1on 3 In:Iailanons with,r, the setbdck~ ht(•d ebove ,.,qurre site spec,f1c !-n~1neer1ng2 c. Thf' setbflr~.!:; c1bovr:i ar~ for wino ancr ::e:smIc f'. re orrps.-._. 1$le:.;1 mPd1rln1(,;il ".'qurprr,t'nt frc may rrqu1rf:' 1arger setback5 them lis.terJ -~ljOVt:' Site Specific Engineering C0nd1t1ons I,sted below are beyond the cunent rapob11i11es of tJ Builder $1te :pecrf1c eng1nee11ng s required Wino de~Ign~ for a proJer.t oesIgr, life e,re('d,ng ;,:; years 1/ASCE 7 16 2 Bulldrng assumption< ~ntl de,1r,rt par~rr,eter~ outs1d<' of IJ-Builder aswrr,pt,on/ ~ At1,,rl,1ner11s2 4 R1ok Category 111 or Iv prOJeus (U-Bu1lder r.an bl' a<.IJU"teu for the rnrrer.t wind. bur not the seIsr,11c o, snow desrgn)"' 5 w,nd tun11el IeotoiIg r ectucuon r.,r.rors are not per rn1t1ed by the Author,ty Hav,ngJur1sd1won (AH))3 6 Sersm1c de,1gns that f.;11 out:1de •;£AOC PVl -2012/A~(F. 7-16 SF.CTI ON 13.f> 12 re{ommendat1<1n$ (~ 3% roof s1ope, or AH)'s that f€>Q1J1re ::hck~ tab1e te~:t1ng or r1un ,hn0dr .;.1H?·SPt'<1f1c "t'Spcn~e h1srory orialy51t;:)' i ':;,gnl'd a·1d c.t•~led srte-,pH1f,c r.alr Ji.:,rions. l,1youts, dlld draw1ngs3 8 ButlO,ng that ,5 not er1closed anu categor ,zed"' open stI ur.tures, carport or ocher, Notes: 1 Ple,,"e r.oncact rnfo@unrrac com 2 P t'rt~e concc:s,1 frig1r1Cf?'r1r,gServ1(eS~'unnar.c.<11l1 for rriore 1nforr11a11on Des Electrical Calculations 1st Light Energy 1869 Moffat Blvd. Manteca, CA 95336 866.837 .6527 866 837 6527 Solar PV Generation System and Interconnection Project Number: Revision.000 Prepared with PV Circuit Designer C0 2013 John Mclnto,h· All Rights Rrservcd Prepared for: Public Storage #27201 2815 Caribou Ct Carlsbad, CA 92010 References to NfC Articles are copy11ghted by National Electnca/ Code 1017 Edition NFPA 70 Nc1t1ona F 1rP PrntPrt1c n Ac;<.oc1at1on Wednesday, November 9, 2022 Table of Contents '.Pct " I )e q pt I) l 1 Table 1 Site Information Commercial 2 Table 2 Inverter DC Ampacity 3 Table 3 System Voltage Drop 4 Table 5 DC Operating Voltage 5 Table 6 Required Circuit Ampacity 6 Table 7 Selected Conductor Ampacity 7 Table 8 Grounding Conductor Sizes 8 Table 9 Circuit Voltage Drop/Rise 9 Table 10 Conductor Area: Typical 10 Table 12 Conduit Sizes & Expansion 11 Table 16 Circuits Summary Prep<1r('d wrth PV Circuit Des,gne• 'J 20! 1 John Mclntos.h, All Rrght--Reserved Rff<'rences to NE.C A•t1cles dre copyr,ghted by: Nat1ona 1 flectricol Code 2017 Ed1t1011, Nf PA 70 '\J.:it1n,....,,, ~ ,r,, PrntNtro,., Assoct<1t1on Wednesday, November 9, 2022 A AC AL AWG C cc CT-AL-LD-CV CT-AL-LD-NC CT-AL-VT-CV CT-AL-VT-NC CT-FG-LD-CV CT-FG-LD-NC CT-FG-VT-CV CT-FG-VT-NC CT-55-LD-CV CT-SS-LD-NC CT-SS-VT-CV CT-5S-VT-NC CT-SS-WM-NC CT-ST-LD-CV CT-ST-LD-NC CT-ST-VT-CV CT-ST-VT-NC CT-ST-WM-NC cu D DC Direct E EGC EMT F ft. G GEC Imp Alternating Current Aluminum American Wire Gauge Current Carrying Conductor Glossary Cable Tray, aluminum, ladder, installed with cover Cable Tray, aluminum, ladder, installed without cover Cable Tray, aluminum, ventilated trough, installed with cover Cable Tray, aluminum, ventilated trough, installed without cover Cable Tray, fiberglass, ladder, installed with cover Cable Tray, fiberglass, ladder, installed without cover Cable Tray, fiberglass, ventilated trough, installed with cover Cable Tray, fiberglass, ventilated trough, installed without cover Cable Tray, stainless steel, ladder, installed with cover Cable Tray, stainless steel, ladder, installed without cover Cable Tray, stainless steel, ventilated trough, installed with cover Cable Tray, stainless steel, ventilated trough, installed without cover Cable Tray, stainless steel, wire mesh, installed without cover Cable Tray, steel, ladder, installed with cover Cable Tray, steel, ladder, installed without cover Cable Tray, steel, ventilated trough, installed with cover Cable Tray, steel, ventilated trough, installed without cover Cable Tray, steel, wire mesh, installed without cover Copper Direct Current Conductors are directly buried underground Equipment Grounding Conductor Electrical metallic tubing Feet Grounding Electrode Conductor Current, Maximum Power Point Wednesday, November 9, 2022 Page 1 of 2 in. lsc K KcM1I kFT L LFMC M Max. Min. MPPT MPPT Block MV090S3578 MV105S1570 p PCC PV PVC-40 PVC-80 PVWire R RHW2 RMC s SIS sq. in. T Temp THWN2 u USE2 V Vac (VAC) Vdc (VDC) Vmp Voe X Inches Current, Short Circuit Thousands of circular mil; 1 KcMil = 1 MCM Thousand linear feet Liquidtight flexible metal conduit Maximum Minimum Maximum Power Point Tracking optimizes inverter/array output Block of Modules and Strings with identical voltage and current values. Inverters may have 1 or more MPPT string inputs. Conductor, AL, 35kV, per Table 310.60(()(78). Conductor, AL, lSkV, per Table 310.60(C)(70) Point of Common Coupling Photovoltaic Rigid polyvinyl chloride conduit, Schedule 40 Rigid polyvinyl chloride conduit, Schedule 80 Conductor with PVWire rated insulation Conductor with RHW-2 rated insulation Rigid metal conduit Conductor with SIS rated insulation Square Inches Temperature Conductor with THWN-2 rated insulation Conductor with USE-2 rated insulation Volts, Alternating Current Volts, Direct Current Voltage, Maximum Power Voltage, Short Circuit XHHW2 Conductor with XHHW-2 rated insulation Wednesday, November 9, 2022 Page 2 of 2 ection: 1 Table 1 -Site Information P•ow t Nd· Public Storage #27201 2815 Caribou Ct Carlsbad, CA 92010 VVtct1 I-'' ,1t1'1P Carlsbad Palomar I ,, ti IV lrl t V clX f 39.2 82.4 4.0 28.0 , I c1~ 480 1 , , f c , t , Wye t:.hi-P,<ll(lk1,< 3 E ,f 100.00% l11'P onnfl Tap, supply side of Main Breaker [ C. ,;, Zt d t 0-NEC Table 250.66 79.920 74.628 Iv LEI P\ I\, od, 1 CPS 5CA60KTL-DO /U 5-480-3 P hs. Vsun VSUN370-120BMH 73.509 216 This document examines the connection of a utility interactive PV Generation System to a 600A 480Vac 3 phase 4Y wire Point of Common Coupling (PCC). It provides proper circuit conduit and conductor sizing as well as calculations for: DC voltage, voltage drop, thermal expansion and required device ampacities. Wednesday, November 9, 2022 Revis 10n .000 Section 1, Page 1 of 1 Section: 2 Table 2 -lnvPrter DC Ampacity Column Description A rl•n1111t ev,e# !1111,l·lt11V~F•[,ir( tc•:•n, r~e••e·cmL, e 'ornbH'I B [H •r [ll .. ,O!lVt''E'r llut1-1 + "l It , hu'<" ,I < ,, ll tp11t ( r, 11 t C # r 1 ---. 1 r E r lJI' , ( f r rJ • \I! D < > '1rt>tlf r [Vla~m,u , rJ t~111t r rr nt1 t .., I ' w,,, l1 C 1' L11 1• t M, x1rnu • 1'011,tr 111,:. ,f" fir• 1nll,rtlrr11tLr,· ,t11fr1!1 t, llC,ert_r<•ut,..ut •<lit ,, ' ,I l' I LI I I • ' ' I ( I l lf t { F G H I I[ • E t t t :"I (fi) 11 ll , ,r ~ ) ( I' ·, E '10 • q F If 1, t j 11 h t• ,, l I I '-.. f" ll• 'n lit lh•' ll f I y K ,f l I L \ p I jf . t ' t tr I ( 11 ,•, f I r, 1, t l , II E.I I I ' t t' ( fl I .1 t. • I l t 'd,,lt ( 11 111 ! II . C ( ' t' l b < C t1I '"'l 'l "-- ~ 1 : {1.1) p 12 10.72 11.26 128.64 135.12 211.13 <= 255.00 • f. t I r I 12 128.64 135.12 211.13 <= > I t -163.20 204.00. ..... . Wednesday, November 9, 2022 Revis ion .000 Section 2, Page 1 of 1 · Section: 3 Table 3 -System Voltage Drop% Column Description A ldE"l1t Pr C'e\ll(f tt (lr,vt>,tt', IVt'Pf P.loc1c1 c ,Ir,, f:'r'q RelC'nb,rer, umb11er' B AC C ~1.1ldteo '\11Jxml'Jr1l Vo t lPE 1.,11C._J C AC Vv~ I ,',tE'd voltc1gf:' Jroµ b\, # C.,tr,nr~ Pf r Ill\,,, It r D 'l , 1 , ... lc1lt l MJx 1111.ini 'v rl•, • E !, u1, E )( \1\,1-',fhtf'd Vo t.lt'~ }ro~ l,y tt ')tr,,rc >f:', 1nvt1\Pr F C. t 1,. IJtf'd M ,h'Hlh m \ic I•, <,E rfrop h· , V \II( l• ,-l.Jtn ,('I (1 r, t, t1f ,.:,1E't' •t G C, ,n, c • 1/'vP , .. tt l' C.,) t~ n, \,, t 1,~P, rnp ,\' , 1 ~, 111 1 : (1.1) Wednesday, November 9, 2022 0.81% 0.81% 0.81% Revis,on.000 0.81% 0.81% 0.56% 0.56% 0.56% 0.56% 0.56% 0.00% 0.00% 0.00% Section 3, Page 1 of 1 Section: 4 rable 5 -DC Operating VoltaPP IV~PI Fil ,n 1 (1.1) .,, f' ''" ,. 1 ' 5 1. Maximum C.onduit Operating Tempndture per NEC 310.l ~l r 1:,• di f·c• , Roof CPS SCA60KTL-DO/US-480-3Phs. N/A Vsun VSUN370-120BMH CI ,I ( ,,, t l .-,. Pr ot .:r 1 ,· r r t:· + r 30.0 82.4 4 16.7 28.0 ~Maximum Module Operating Temperc1turC' H1ghe"it ExpC'CtC'd Ambient TcmperJture IV1ax1mum Conduit OpE r,1tmg f PmpPr,1ture 112.4 44.7 _J I' lt Roof t r,n Highest Expected Amb ent TerripuJture Maximum Module OpNdtmg .,.Pmperature 40.0 82.4 122.4 22.2 28.0 5~ r., 3 Temperatur£' CorrNt1on Factor at M,uomum Operating TemperJturc· 122.4 •du 1 -0.320% > 4 '>tring Voltage at Maximum Modul£> Operc1tmg Tempn,iturC' ,1o v'r ,lu f P(t ,-, , r 't 34.5 0.92 18 ~-5 TemperaturC' Correction Factor at Minimum Operating Temperatur, 39.2 per NfC 690 7(A) '\01 -0.260% C,.6 String Voltage c1t Minimum Module Ope>rating Temperature /,,du MnJ, I~ 41.1 1.05 18 tc,r r ''v I P It r r· l< rr,ff ff•Jl P ablr t; Wednesday, November 9, 2022 Revision.000 50.2 rr ir t 50.2 0.92 N' r rv· r I Vt'"'l~I 570.9 >= 200.0 • 4.0 4.0 1\.1 ·1rr 1.05 dX v• r\r 780.2 <= 1000.0 • Section 4, Page 1 of 1 Section: 5 Table 6 -Required Circuit Ampacity Column Description A l 1rc ll't ldl-)P B ·'( Ult [I.-rl. ,pt,on ( . ( P\I \ource ( 1rc U t ('r A( l'lV('ftpr I )i.;tput '-r~u,t D Ii of pa•dlle , i ·c u1t,; in r0,nrnon Cu\" _lu t c r df vie: E '1C tt of ~-v \nurce C r,.u,t \~r ngs F DC IJptimi;:N Op,:,,r,it ng P,wver Imp Nn""''";;I G Dl .-v \OU'I r r rcu,t ( urrt:''1t Mc1x1rr U" Pc,wrr I ··r H DC • E • C l or<\( lnv,·rtf'r Output CI cu,t rdtf'l1rv"•I1 • , c H'f'llt pp· '\IEl. 690.'"-s (AIU' Ill •'\t C,ourrf' f ,r 1 ,it {, .rre 1t 5 1( rt ur, ,it ',( rN•PT ~lnck 1 (1.1} 1yp ca of [>Pv1re 4-, 1 A 1 MODULE TO MODULE 2 INTER ARRAY JUMPER (IF NEEDED) 3 MPPT 1.1 STRING($) TO PULL-BOX 1 4 PULL-BOX 1 TO INVERTER 1 5 INVERTER 1 TO AC DISCONNECT 1 5 AC DISCONNECT 1 TO MSWB 1 Aux1hary Circuits . 6 AUXILIARY ARRAY GROUND 7 AUXILIARY ARRAY GROUND ~n<.r Wednesday, November 9, 2022 DC DC DC DC AC AC DC DC D 1 1 1 6 1 1 D 1 1 E E 1 1 1 1 1 1 1 1 t, ut F Column Desc.r1pt1on K r I• ·J L ·< V • • H (' .l. '-) 2r, ) w r r.E ( r,9C .ls I 1.\111 t-\ l(:.. or M N p 10.72 10.72 10.72 10.72 G 15 15 ), ',pt, 111: ·r .. • 1 }S P• NE 1]:) • ' •\,' ;<1 .Jn,Hs, :, Pr 4( I 'i. 1 ,r 1 JPr '\•, l"><.'1Is 1r.11 ''f •ed r u .~ ,1r t\redl\P',;. ,. ,,, o t "",.,. out ~-,-,,,. r t urrent ltl>'tl<ln r: r)r ~l \1:•p Pt ''f"'' r e • c d r")C ~ Or'v f> 1f IJ(PCt> ~1 fa q., rt d ( r• u·, ,.... '\. C t■ en ;\,n Pel City [) ;'Vl,NI L ) A( ,f I N r I tl1Pn ) • per N•( '.(lC, u1n:12, '"·'•' t,, CPS SCA60KTL-DO/US-480-3Phs . ._,., McJ..,lf Vsun VSUN370-120BMH •· K 10.72 11.26 11.26 10. 72 11.26 11.26 10.72 11.26 11.26 10.72 11.26 11.26 79.40 79.40 15.00 15.00 0 0 0 0 17.6 17.6 17.6 17.6 99.3 99.3 15.0 15.0 20.0 20.0 20.0 20.0 100.0 100.0 "" 15.0 15.0 0.0 20.0 0.0 20.0 0 0 20.0 0.0 20.0 0.0 99.3 0.0 99.3 0.0 15.0 0.0 15.0 [ L Revision.000 Section 5, Page 1 of 1 Section: 6 Table 7 -Conductor Ampacity '-ol:1,nn Descnpt,on r, 111t dt,F, A B C t•nC'u t l ,pc· or Fr. e A.r >r Di t'rt Bw Id ,'-d>Wrun' irerc1t1ng vo td 1e DC ~tr 'g · f mp . AL Mo:1x1mlJlll .D.. vultap_ O•tdP" dt \11 u '. ~ H _,t I D ln-ulat 'JP ··.,pe f Max1r,11 "I )Pf-"d'J"'l~ I E'Olpf'rdturp C'f l C' dt,ctr t u•r, n, t ,irrvnw f 0 ·cl 1clo1 ~11P 1\V./(, '1' "' M11 '., •t,.r ,,, ,,. r!F ;4•) IJ'LII q<,lf1f' I ta I} J G /J 01 'urr,,n• C dH'{Hl>' , onduc tor n c H •• o• c1dri1!1on ~1 ( 1rrP11t, c1rry1n.0 , o--,cl_ c tc r• 1•· b11r1dl~ no• -1·, ,o, Jtecl ,\11tl-thr• 1•, u 1 I ,1• r..JCf",'1/d'. 1 /. of •on iwtrin; rn par 1'1PI per NE ( I O llliH, I lJ : Pr P.lot , 1 (1.1) Typ(d()f'hvcP# 1 A 1 Free-Air 2 EMT 3 Free-Air 4 EMT 5 EMT 5 EMT ,._.llXI( "y 1.. flu,(' 6 7 Free-Air EMT 780.2 780.2 780.2 780.2 528.0 528.0 24.0 24.0 -F G H J PVWire 123-131 12 2 0 1 PVWire 105-113 10 2 0 1 PVWire 123-131 10 2 0 1 PVWire 105-113 8 2 10 1 THWN2 105-113 3 3 0 1 THWN2 105-113 3 3 0 1 G H THWN2 150-158 10 0 0 1 THWN2 150-158 10 0 0 1 :1 "f E K 40 40 55 55 115 115 I( 55 40 Co•um1·1 K ll r 00,;cnpt1on ... :-· \,, r t-n~ . r r ,!._, t(' r •I · •r NE• .,, C,1 ~ r 1 , r n •u f • ::.,r ~ M m J. t cf( .. -. t I ,=. r. ,-\1.>r• P) 1\1 '"'rl111•t"'f tF ,,,,f<,,·n-,1,rft,,.,r ,,,Lrr n lr'vllf f'lllill'+o .. cprrNEl p Q R s T u 11 I, ljl1' 'I ll 1f I '\,1 ., tr• 1 nc• •J. r Jtp 1<, rrq ,l'f'd l\nl )If n~ r, 11HJ"''d•urp -')frM 1 ,.irt l i)P• '\Jf C {1() c, 1£' •12'1:)) •-N ° p '. Tot f '.Jt''d.Pti 1jp, tr,, ~!Y f ;~ tv forr1pPr 1•11r<> r •t n,' rif ., r "Hd'I, H1 d 'Vl'f A•,, It,)' Trrr>'1'cl'l()n P"I Nt ~G 1 c:, ti 1': ot I fF rrr,1ndt1c,n '.rnr dC tv· "' u I p,1 l .'c l11t , ,in lur · or •\111 .Jd• , • .,, t, om ~ P V r>' + n 11 · 40 40 55 55 115 115 55 40 M '" 1.00 1.00 1.00 0.50 1.00 1.00 Y 1.00 Y 1.00 1 -v-rt£> CPS SCA60KTL-DO/US-480-3Phs. ~),, l\1c,,fu:F Vsun VSUN370-120BMH Q [) ~ T u V --0.76 0.87 0.76 0.87 0.87 0.87 1.00 1.00 30.4 34.8 41.8 23.9 100.1 100.1 55.0 40.0 75( 25 75C 35 75( 35 75( so 75C 100 75C 100 - 75( 35 75( 35 25 35 35 so 100 100 35 35 20.0 20.0 20.0 20.0 99.3 99.3 15.0 15.0 V Wednesday, November 9, 2022 Revision.000 Section 6. Page 1 of 1 Section: 7 Table 8 •· Grounding Conductors C-olumr, De,;cnpt1on A C 1r .uil 1 1bFI B p,-q l'f-~ E qJ1pmt> 1t C1•ou 1d r 6 Conductor A.mp l 1•y >c [ ~. D " 6 r l AL I f P C c urr,:-nt ;.. i~ry1'"'g 1.. on·lurt,.ir mc1tr· ·1c1 CU ,,r Al C.olumn I 0 1pc'Pct t ru,p ~,,,,t C I{ . ... M tq t---~p(I t-ii.pr· e11t ( p llPflt. ,·ouPd nr ( un-l .'\Pr( , 0unJ.np. 1.. 011 ,J l')escnption 'lie' r,nr1u , 1r lu '.II 1: <,1Lf' ' , rnc<u 'or ,,,,, ;..,w_i,... .··M !n IP~•.l lt1,in \,I'. e I, ,r rn~·t ·r _11 ' '~ I N " •J' E ru p ..,pnt ', ou "'dm,, < 'Jn(Juc t . .lr' n p 1',11 P' D M1•'! num 1. urr,.,nt Cdnyinr { ond ic+ ,r k<Mil <; le >N ti" '>PC'r1l1ed "e ,,t E ~.+··cted ( urrf'nt ( c1rrymp conductor kc Mil ,ll~' p M 1, 1' uin , , c und,ng t If t • r• >dt' md ,t •c,r k• IV I 1lP per f'-if ( T ob,E' F f ~ / 1 ' 1~J·u·trre ,, Fc1<tc, f0 ,ncrPclS• •.1ze <)1,t'r m1r,11nul"1 rc~dur t,1 •,e PP I\JEl 1~0.12.'(R' G l'l•nim1 rn [ Qu1pment c,rmindinr ( onrlu, tor i(( Mi • ,.P r"r NEC r1 J )C.() 121 Q R s H [ F • u 1Jr qu1rPd E qu1pm0 nt. C...•rounr1',t' -:.onduc+(,r ~, rv: I 'lllP pr r N[ 1 T 2c,o 12 2(8, U \,1P 'T K od vi 1~,;I qf [,~.,,~f-#< A 1 20 cu 2 20 cu 3 20 cu 4 120 cu l : -99 cu 99 cu -- Auxiliary Circuits 6 7 15 15 C cu cu T ,l"'L-.,_ J + ,.,. t·,,... ··- 6.5 6.5 10.4 16.5 52.6 52.6 10.4 10.4 1 (1.1) 1 6.5 10.4 10.4 16.5 52.6 52.6 10.4 10.4 ~IHP 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 26.2 6.5 26.2 26.2 16.5 16.5 6.5 6.5 H 26.2 10.4 26.2 26.2 16.5 16.5 H 6.5 6.5 26.2 26.2 26.2 26.2 16.5 16.5 6.5 6.5 K 6 6 6 6 8 8 K 12 12 -r~"'-lo st 1 {'£>f,'N (\1 CJorTdblt·,,,jb;, ,(,-,, tP(I ·, r•)ullJ 'If, tlP• lt"r iu •r•l\crn" ,,P < tP:-1 1 ,ro1,nrl '1~ F IP trnclf • ,,n ·lt,{t{" I W(1 er h'\/1 ( ,rn1.,nt l"V I Ip, t•c df c ·o 'd ri '• n ll ,:,th' r ,•pr ( rri• n,•• '~, ~ IPc t•od,, ( ord t -..-:> r c1•~1r lrl r, AL Cf I r'l,_ nrl1 •1~, • f'( trodf ( l ,r'II tnre ''° , ... , ,11~ I 11'vP. t CPS SCA60KTL-DO/US-480-3Phs. Bare THWN2 Bare THWN2 THWN2 THWN2 THWN2 THWN2 '\I cu 0 cu 0 cu 0 cu 0 cu 0 cu 0 cu 0 cu 0 fvh'd1_ .. ~ 26.24 16.51 26.24 16.51 16.51 16.51 26.24 16.51 Vsun VSUN370-120BMH ~ 26.24 16.51 26.24 16.51 16.51 16.51 26.24 16.51 R 6 8 6 8 8 8 0 6 8 - THWN2 THWN2 Bare THWN2 THWN2 THWN2 Bare THWN2 cu 1 cu 1 cu 1 cu 1 cu 1 cu 1 , , cu 1 cu 1 Wednesday, November 9, 2022 Revision.000 Section 7, Page 1 of 1 Section: 8 Table 9 · Circuit Voltage Drop/Rise fol:Jmn Descnpt1011 A B C D E F (1 H r-r tJ t , ·r P\ ' >ur f' ,._ r~U1t l•r t\t. 'nJf' rtP ) ,tp111 • Cu rerit( irryin·•Conau..t:J ,1•e AWr ·dr'\,1 l U rPnt L Fvl1lf, (Olle'L.~t'1r rncitE''ld l U 0' A [ .(l. ctc,rr~•!<,l,l',(f'Uhn/~~r ,: ' l vN NE• :,pH.JI 11·~tr''[Ef t rf 'd'W~ r Mdl<l "lll . op r it llf t• m0<''·1'll f' ( )p(iP(~('f R~ 1,tdPl; >hm '1:• f •• mp l IJ.,<IHJ jf r, t• e' '. l: • ;i on 1, . • H, I ", t ~ pr t * ' i > ') ('0 H:J · r 1 1-·. J M,., m, ITt l'f.)Pfdt1nr 'Ill pnt frum [ £, ~. ·ir ', 1, I( 1,1,,a-, (Jr(cl' 11,ld'lC P frE't , .. ,rp~ 81orl r p1· al of "1 'II ·c ,. Ii< 1(1.1) 1 1 2 3 4 5 5 DC 12 DC 10 DC 10 DC 8 AC 3 AC 3 cu 1.9800 123-131 55 1.8521 cu 1.2400 105-113 45 1.1198 cu 1.2400 123-131 55 1.1599 cu 0.7780 105-113 45 0.7026 cu 0.2500 105-113 45 0.2258 cu 0.2500 105-113 45 0.2258 ..:tit .1-I. ,l.rrr\ .... ,r.-.H •~ rr !Yt' Wednesday, November 9, 2022 cltJ P, 8 l ~\ l dl'\ P r. ~ ~t 10.72 10.72 10.72 10.72 79.40 79.40 59 20 10 10 100 10 L l 1 1 1 1 1 Column Dc:-•,cnpt1011 L t-H1 t _., r 1l1 M 11,, 'J'I ;. 1.11ltd;( M1..,1mu n '\' ,,11t.i;.: N t t:; nf >h 1 f P , iltdf<' [ '01' •R•<f 1' ( ,., , , 1 Q Ht j ')lllfil Phc1~ .• Vl C ,., If t µ~ I H ~ "\ c t· ( t• (_ l \, (_, t ;-1•1f 1r n0, J{. ,,: ·•ci-·, 1' ,,, • ..:c rn ~ ~ l • ti p l -, I l•ll"cl•n: P'T;, ~ ~ l , 1 (,(If, 1 1 M 1'JC'l 1 'l\1 j • 08£,6 P-, p l )· t ,t:" ')r<,1 tC' ~d t ( ~r I !It ·;;t-_7rl1f-ri+ r, r ell~ f 570.9 570.9 570.9 570.9 422.0 422.0 I'll 3 3 utcl.<'' ,ftJ~. l rj ,, ,It,~ •. R1: · l f 'l { lc1•t>,. "f),l' lte 1 0.41% 0.08% 0.04% 0.03% 0.74% 0.07% ,,:,,»rt,, CPS SCA60KTL-DO/US-480-3Phs. Pl/ M: ,:,1 t> Vsun VSUN370-120BMH 0.56% 0.56% 0.56% 0.56% 0.81% 0.81% T~hl-- Revision.ODO Section 8, Page 1 of 2 Auxiliary Circuits 6 7 DC 10 CU 1.2400 150-158 70 1.2200 15.00 DC 10 CU 1.2400 150-158 70 1.2200 15.00 K 1 1 •.1 ,t(J AuJ\I lt.ir\ ( r LIi; lff n-:it cndudf'd Ill 'c,lb ,, ) <,y•;'e l 1n I A, v r \hlr. .l fJ"\r !')..-.. •••• -II --__ ,r_ f n(e Wednesday, November 9, 2022 L 1 1 t 'll r.1 M 24.0 24.0 Jr >r T ->hlo 0 ~ 0.15% 0.15% 0.00% 0.00% rn •· ,l" v r c lru1c1t inn<, Rev,sion.000 Section 8, Page 2 of 2 Section: 9 Table 10 -TYPICAL Circuits Conductor Area Column Qpc;cnpt1on A r,ut1i1-P B -c P1 ' c r € C 1rr Ji• , r ,\r n11orter 'tr o ,I { -, ,1• ( \t, lK' !"IHT 1perdt111g ,,a I.J~f' Dr '-,(,1 C, , )ltd~ o• ·.•11111lhj C D E F G H J f tn , '>l ~-~dXITTlU 'l I\ I/ 1ltdg1- lP•Ju rf'rl ,-ire ,(' c onrurt , Amr,.c t, 1r1irr. SF 1 \ ll re11t I cl rvm::-(tind Htur ,1£E' A\N. 1[ '<.l Mil I 1_c ul it IJ.., r \'1JE' · 'd. dC'r ,._ ti-n ,ul<1t1c,n <•ut•·r [l,,•1wtr• ,1r l 'l 'due IP' Arr•oi ',q I" ~ }• rur"e 1t 1dn~ingro. durtor, •n c,,n''UII Y,l(t'\/\/c''v ,-bunrJIF q1l'p'lJPnt ~, ourid nr C d~ductC'r(E< d' AW( 1H H vi C..>lumn K • l M i, '\J p Q R s T u D~,;c-npt1on r1+u11 1du ,. t · n u ,t .... ,, ·in lu •n ~r .1 , -i n 1' ,, ,,.,r1u t.) , I' , ,nc•:1 t d< 'W l, , nJ,F 1-'d ri • f I,· •r · Pc ,,1rl .c 't t , ,E ( 1 /'II~,, ' u <,tier Typf" n1,11, t ,r ,-,,~h It ,t ,, ,, ~m.-.:, .... r I r J: A. pl , . l l' t (ilJ( j JI 1'1 'l( t ..rid'· ' t,1 P(1 ~r '\,] I e1 I cl n , ! i I , 'l• , I • , r H I\,; • r.., <;, ' ~ 'J{ )"'r ·, r IC f\ I (, I\ rnc1y h l\/1' () Of 1TI1irr-I'. cf1t1t, J,1 f":'F,..t r,1-rr',I "~ 'f",fl( tJ ti t -,r.., 11.".i• t t •d, n•, "' r dri: c'tP~ c, rJ ti ,1rrv ,ii, ,-H,11•• r l1C I'. U"'I ·, n,u, it O' ~p(, ma•., "' ,r ~•-. A , ,\1/'v< Vol•tii,>f ~,_1f' t/\( ,,r 11·,, rtc-'t•'p11t · If •11• 11 I l ,Jill" _o· :·• 1 fl 1 2 3 4 5 6 7 D DC DC DC DC AC DC DC r 20.0 20.0 20.0 20.0 99.3 15.0 15.0 :in.Ir.: ~ f,. n 12 10 10 8 3 10 10 C' PVWire PVWire PVWire PVWire THWN2 THWN2 THWN2 C 0.237 0.261 0 .261 0.313 0.352 0.164 0.164 r<=n•e Wednesday, November 9, 2022 r: H 0.044 2 0.054 2 0.054 2 0.077 24 0.097 4 0.021 0 0.021 0 J 'd ,-1mp<1r 1•, YP < u. 6 6 6 6 8 12 12 ,, Bare THWN2 Bare THWN2 THWN2 THWN2 THWN2 r, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 r~i..1, • - Revision.000 N 0 0 0 0 0 0 0 p 6 8 6 8 8 6 8 () Bare THWN2 Bare THWN2 THWN2 THWN2 THWN2 '1 ~ r r• ,011 , 1" ··t lJ t R S 0.254 0.051 0.216 0.037 0.184 0.027 0.216 0.037 0.216 0.037 0.184 0.027 0.2 16 0.037 T 1 1 1 1 1 1 1 11 0.139 0.144 0.134 1.883 0.426 0.027 0 037 Section 9, Page 1 of 1 Section: 10 Table 12 -Conduit Size/ Expansion Column Description Column Description A r rcu t LJiwl K ' 1r 1• e 1in• -n fe,.:,t 8 ~•ec Ar , rndu1t fypE-t'', lbir T"d\' Typ L C l·du t '" 'fef• n I, npf, C 11 nf ron1u1t-<, in pclr illt=I c•• !{pr,u,r,-.d #cf 'trin~: · •~1,,r n p,i•,1 If M 1 " du t f'XPd'"'II')(', icf1 If., r, 1,,:>< p~· 1nrh c.f r vwlu1t [ Pr (lpg•p• r D M1 -1mum C 011du11 ~ d" f < elHt('r1 ( ondu 1t ~1ze F Ava1 dl'k C onc1u1t Area If~ . Y' u t' NEC JO 1: Tab e i i,0 ,f ', '"-i u-e NH lO d T rl!JIP 'l 0Vf'' ..' Wire' 1n· G C.o duc.t0r ,\fPrl~fOITI ·c H ,oofMc.!><F•1I [C1/F i J ,p erttcd ( ,, du1t .,1:e Clk., F Ci MPP! lfu i( vrI di Of r f''v i_f' # A 1 Free-Air 2 EMT 3 Free-Air 4 EMT 5 EMT 5 EMT Auxiliar'r -;, cu1ts 6 7 Free-Air EMT ~,n. , ... _r, ... r 1 1 2 2 1 1 r 1 1 1 (1.1) 1 N/A ¾" EMT N/A 2" EMT 1¼" EMT 1¼" EMT N/A ½"EMT ~,,re Wednesday, November 9, 2022 N/A ¾" EMT N/A 2" EMT 1¼" EMT 1¼" EMT N/A ½"EMT 0.000 0.139 0.213 0.144 0.000 0.134 1.342 0.960 0.598 0.426 0.598 0.426 N (c"·t1t.1·t ·r·,t<,I dt ,"· C' at1on tE·tnpPr,H~rr' r,1n·'!-' n dN,rr e.-. F P inhr->•r•ird,r'fXl'J<"IOPi' 'll",Ml' N Q 1.. 1,nd111t E "P lP~ ~r· •1tt,· f? rr,i,, hr equirc,d· ,,.,,, or Ne R ~11 ~ .. IPr,p_+h 111 h ,=,t betw0 'rl r-rE Iv muur t,..d 1te re, w,t ti0ut f'XpdPc;1on 1 1•t,11~r,•rNH {QC, l(P, ~c,_>4 s T ·,1,,, I· 11<,th ~ P "le w<'en : "f-. ,f ( O'HlU• t •; e,µr.1n I r F•P P' r lrnrc•h I ~-Pt ot I Pd"' I'·'"• t•1 -~~ J,>f ·;vP< 1•,e,·' )l"'rdt np IL mperdtUI"<' --rtP CPS SCA60KTL-DO/US-480-3Phs. p·,,-~,1<'. ui. Vsun VSUN370-120BMH H J ,( -R s 59 N 0.00E+00 92 0.00 No 0.6 67.4% 20 N 6.S0E-06 74 0.12 No 43 694.9 0.2 10 N 0.00E+00 92 0.00 No 0.1 71.5% 10 N 6.S0E-06 74 0.06 No 43 694.9 0.1 71.2% 100 N 6.S0E-06 74 0.58 Yes 43 694.9 0.8 71.2% 10 N 6.S0E-06 74 0.06 No 43 694.9 0.1 H J K N Q R _S ___ _ 0.000 0.027 Y 0.00E+00 119 0.00 No 0 .0 0.182 0.037 20.1% Y 6.S0E-06 119 0.01 No 27 431.7 0.0 T.:,,hlc 4 ~ Revision.000 Section 10, Page 1 of 1 Section: 11 Table 16 -Circuit Summary C 1rcu1t -· · I Conductor c;p~nficat1on,; 1 Free-Air w/ (2) 12 AWG CU PVWire, (1) 6 AWG CU THWN2 GEC 2 (1) ¾" EMT w/ (2) 10 AWG CU PVWire, (1) 8 AWG CU THWN2 GEC 3 Free-Air w/ (2) 10 AWG CU PVWire, (1) 6 AWG CU Bare GEC Free-Air w/ () 10 AWG CU PVWire, (1) 6 AWG CU Bare GEC 4 (1) 2" EMT w/ (12) 8 AWG CU PVWire, (1) 8 AWG CU THWN2 GEC (1) 2" EMT w/ (12) 8 AWG CU PVWire, (1) 8 AWG CU THWN2 GEC 5 (1) 1¼" EMT w/ (4) 3 AWG CU THWN2, (1) 8 AWG CU THWN2 GEC 6 Free-Air w/ (1) 6 AWG CU Bare GEC; IN NIPPLE 7 (1) ½" EMT w/ (1) 8 AWG CU THWN2 GEC; IN NIPPLE ....... , .. 1C. Wednesday. November 9, 2022 Revis ion .000 Section 11, Page 1 of 1 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Project Address {include suite) ~Is (c,.'•s~ Cf- Mailing Address (include suite) L~ I'; Co., ,b,., cl Business Contact OFFICE USE ONLY RECORD ID# _________________ _ PLAN CHECK# _________________ , Telephone# ½Lf"L Zip Code 12010 Zip Code '! 1)> ID BP DATE APN# '>~. ,.,.,, -110 • O'j -00 Plan Fi\e# The following questions represent the faclllty's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVtSION: OCCUPANCY CLASSIFICATION: not re uired for ro·ects within the Ci of San Diego): Indicate by csrc 1ng the item, w ether your us1ness will use, process, o, store any of the following tiazardous materials. 1f any oft e 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): 41, ~..,c, 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactlves 13. Corrosives 2. Cam pressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophoric$ 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactfves 12. Radioactives 14_..Other Health Hazards ~ rPiA~R~Tiil~l:~S&ANy.tD~IE~GO~~C~O~U~N~T~Y'c/;D~E~PttAR'lli:TfMEE~N~T~O~FrlEr,N~V~ljR~Of<N~M~E~N~TtA~L:,iH~E~A~L~T;r'i'.ifi_:£/p.z_~A~D10~U~S~M~A~T~i~S~D~ltV11s~10~N-#lHf.M~D~: If the answer to any of the questions 1s yes, applicant must contact the County of San Diego Hazardous Ma!enals D1v1s1on t:\ enue, Suite 170, San Diego, CA 92123 Call (858) 505-6700 prror to the issuance of a building permit ~£"' FEES ARE REQUIRED ProJect Completion Da1e Exp :t..d upancy □ CalARP Exempt YES NO (for n w nstructIon ~ r~llng proJects) I 1 D ~ ls your business listed on the reverse side of lhls form? (check all that a~W)f' \ tJ LUt-t.-Date lni~s 2 D .8] WIii your business dispose of Hazardous Substances or Medical Waste i\l)&fl}'•amount? . r o. t\.D 3. D ~ Will your business store or handle Hazardous SuDstances in quantities greater th9t~~lts™-55 ·g_ajlons, 500 D CalARP ired poundsand/or200cubicfeet? -r-'/ of \j\S\0N I 1-- 4. D !Bf' Will your business store or handle carcinogensfreproductive toxins(o.\iny ~u~\~'G Q\ Dale lnl 5. D ~ Will your business use an existing or install an underground storage.t;;,~'\\..U 6. D ~ Will your business store or handle Regulated Substances (CalARP)P D CalARP 'al!IPt.ea 7. D 81' Will your business use or Install a Hazardous Waste Tank System {Title 22, Article 10)? / 8. 0 ~ Will your business store petroleum in tanks or containers at your facility with a to1al facility storage capacity equal to Date lnio or greater than 1,320 gaflons? (California's Aboveground Petroleum Storage Act). PART Ill: SAN DlEGO COUNTY AIR POLLUTION CONTROL DlSTRICT (APCD): The following questions are intended to identify the majority of sir pollution issues at the planning stage, Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements. please contact APCD at apcd9gmp@srjc9ynty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. 1. 2. 3. 4. 5. 6. YES NO B ; □ □ □ □ Will the project disturb 100 square feet or more o1 existing building materials? Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual lhat has passed an EPA~approved building inspector course? (ANSWER ONLY IF QUESTION 1 or 2IS YES) Based on the survey results, wlll lhe project disturD any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. □ □ IE] Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. □ (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be focated wilhin 1,000 feet of a school bounda ? Briefly describe business activities: (' 1 .,-ro ....... t Brieny describe proposed project: !-_-I, It roof ,.,...,,..f,J f declare under pe~al\y of perjury that to the best of my knowledge and belief t eftespo e (,...,,,, IJ . <. "'"' ---\y~--'CV.:~--,------ Name of O~er or Authorized Agent Si nature f ner or Aul zed A ent herein are true and correct. (, I I z.. Dale FOR OFFICAL FIRE DEPARTMENT OCCUPANCY CLASSIFICATION.: ______________________________ _ BY DATE· / / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOl FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO' APCD COUNlY-HMD APCD COUNTY-HMO APCD .. *A stamp m this box~ exempts busrnesses from completing or updating a Hazardous Matenals Business Plan. Other penmtbng requirements may still apply HM-9171 (9/18) County of San Diego -DEH -Hazardous Materials Division