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0005 BERRYWOOD LN - BPA-15-135 SOLAR 1 The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling ll: This Section For Offi ' Use Only \5`(U`f�J11 BuildingPemutNutober: On Applied:. : Building Official(Print Mrnc) Signat� Date I I_ SECTION 1:91TE INFORMATION v) 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers i 5 Berrywood Ln Salem MA 01970 ^ 1.1a Is this an accepted street?yes no Map Number Parcel Number \I 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(it) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone7 Municipal❑ On site disposal system ❑ Check if yes❑ SECTION2: PROPERTY,OWNERSHIPi 2.1 Ownerr of Recoil: Keith Fraser Salem, MA 01970 Name(Print) City,State,ZIP 5 Berrywood Ln 978-804-9591 No.and Street Telephone Email Address SECTION 3:11ESCRIPTION.OF PROPOSED WORK(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ Other ❑ Specify: Brief Description of Proposed Work: SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials Official Use Only 1.Building $ 1 Building Permit Fee:$ lndreate how fee is determined;j; 2.Electrical $ 2,500 ❑Standard City/Town Application Fee ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC $ List: 5.Mechanical (Fire $ ` Suppression) Total All Fees ,$ Check No •Check Amount: Cash Amount: 6.Total Project Cost: $ yr d 00 ❑Paid in Full ❑Outstanding Balance Due ` 0 Cell sass- �S5- a2 �e >r ����+� I.✓4•� 54,E-e 3 �T' 3IZ I SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 107691 1/26118 Daniel Goodridge License Number Expiration Date Name of CSL Holder U 60 Carlisle Rd List CSL Type(see below) No.and Street Type Description Bedford, MA 01730 U Unrestricted(Buildings up to 35,000 on,ft. R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 508-614-0146 danlel.goodridge@astrumsolar.com I I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 168228 1/19/17 Astrum Solar/Daniel Goodridge HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 60 Carlisle Way daniel.goodridge@astrumsolar.com No.and Street Bedford MA 01730 508-614-0146 Email address City/Town,State ZIP Telephone 'SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........❑ No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owne 's Name(Electronic Signature) Date SEC1710N.7b: OWNER'OR AUTHORIZED AGENT DECLARATION By eoterin y me below,l •eby attest under the pains and penalties of perjury that all of the information contained' this a placation is and accurate to the best of my knowledge and understanding. / � a Print Owner's or Authorized Agent's Name(Elechonic Signature) Date '.:'.;'.i�NOTESo 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass. o 2. When substantial work is planned,provide the information below: Total floor area(sq.it.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" 8955.Henkels Lane, Suite 508 Annapolis]unction, MD 20701 PHONE 1.800.903.61.30 FAX 443.267.0036 ASTRUMSOLAW www.astrunn olar.rnm February 18, 2015 To: City of Salem Inspectional Servces 120 Washington Street 3rd Floor Salem, MA 01970 Subject: Structural Certification for Installation of Solar Panels Fraser Residence 5 Berrywood Lane Salem, MA.01970 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by Astrum Solar auditors as follows: The roof structure of(Roof A)consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters @ 16"o.c., paired with nominal 2x8 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 12'-6",with a slope of 12 degrees.The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall.The roof is the back side of a saltbox house structure,and therefore it is exempt from the collar tie requirement. The roof structure of(Roof B)consists of composition shingle on roof plywood that is supported by half howe trusses that are spaced at @ 24"o.c..The trusses have a max projected horizontal span of approximately 12'-6"for the installation side,and a slope of 22 degrees.The top chords are 2x4 sections,the bottom chords are 2x4 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates.The max unsupported projected horizontal top chord span is approximately 6'-6". The existing roof framing system of(Roof A)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(Roof B)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac Solarmount solar rail system and analyzed. Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solarmount for the racking system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05, and 2005 NDS • Roof Dead Load=9 psf(Roof A) -- 7 psf(Roof B) • Roof Live Load=20 psf • Wind Speed=100 mph, Exposure B • Ground Snow Load=40 psf - Roof Snow Load=28 psf SEE A SUNNY DAY IN A WHOLE NEW WAYO Fraser Residence, Salem 1 is8955 Henkels Lane,.Suite 508 Annapolis Junction, MO 20701 6149 PHONE 1.800,.903.6130 FAX 443.267.0036 ASTRUMSOLAW www.astrums lar.cam Please contact me with any further questions or concerns regarding this project. Sincerely, SH OF O� Cy a4 EIAwr A. N o HUANG CIVIL y Elaine Huang, P.E. „ 9N0.49029 Fo �o e Project Engineer S ONAL ENG SEE A SUNNY DAY IN A WHOLE NEW WAYO Fraser Residence, Salem 2 Fraser Residence 5 Berrywood Ln Salem,MA 01970 System Ratings 9.69 kW DC Photovoltaic Solar Array 8.17 W AC Photovoltaic Solar Array — a i F 1� of o E s M Equipment Summary 38 Qcells 255 poly black Modules q 38 Enphase M215-60-211.-S22 Inverters 8D Roof Attachments E Sheet lntle>t 0 0 0 PV-1 Cover o o a F F PVZ1 Description of Work and Load Calculations- Roof to PV-2.2 Description of Work and Load Calculations- Roof B _ PV-3 Electrical Diagram PV-3.1 Electrical Calculations —_ PV-4 String and Conduit Layout PV-5 Equipment Ratings and Signage Q r Q Governing Codes 2014 National Electric Code 2009 International Building Code Underwriters Labatories(UL)Standards x.. OSHA 29 CFR 1910.269 ASCE-7-05 q R . 0 T r., 'o < 3 � if pl t N W O V PV-1 ROOM Typical Section 4 59 kW AC PM1atovolu lc 5.,a,Array This a.,.......is[amp,I5M.11B Oa.115255 poly black solar panels.The panels are mounted using the Unlnc Solar Mount solar mounting rall as .the builaing's 2110 Rafter,spaaa at 36 oc Each was,panel is attaphed to an Enphase M215-asil mio,imerteralso mounted to the UrIm,Solar Mount all di,eRly beneath the panel. M, Re yje-a`eP o 2' a�" he IppA �cl The solar panels produce DC pow.,when a truck by candid,The De powe,Is.....road to240 V AC power at the i...row.Mhm.mverter, p,V ' do be ` are connected m strings with a man mum number of 17 mism-Imade,e inat and print , ug E a aAd This system will gad-oea. Uthesola,p...kp,oau.em.,e p.we,thanieu,,dtr theboild,yth,ma ,,powe,fl.waba.kmtemeuorry grid through a net mate,he be.,,liable for other power mere. All matal pasha mduding solar panel from m.mi.,min,eroe„and mounting rolls.,.grounded lying the an...name',ree.m...bad group ifing method and WEE6teah-InU abry win p6 AWG godsmang wire. E The bwlal,y wad anan.aaa In 1sss. 0 0 0 s e"�ae 0 0 0 µ11ax��� pt F 12 Panel head �yw-z,leas be pan el Oimeniivns 655 in x 39.37 in System Weiph( 11M If s Jr' panel Weiph, 41.91bs Sys tam OiS M1ibutetl Loatl 3.6 lost w�e1 C System Square Footage 3245p h RooJ Support 2.1O RafterN.,� Q of Rocking Weigh, 34O 1h5 Attuvl poin[L.a,Max Spacing 4ft yg 0 Micro-ln,.roar Weigh, ]9.21hs Total number of Roo)pene4ptions 38 Mox Allowable Roil Overhang lfi in told Members are Nem,Fir Morthf allowing 235165 per Inch thread depth Me .111:a.1/16'x4'Nex Nea,Slolnwer,Steel Lap Strews Me Variables Note 2:Ro.j Support.drawy.re"aluffre, h 24ft 3h poet Oown)orte 10.4 par 5e3:Unlm.Soior Mount Rocking N 14h Wintl Umerfame 10.4 psi poet Uplii -424 psf Roof pitch 12 degrees Wintl Uplift -42.4 psf 9 5.5 lead Combinatlons wMm 119 pit V 10O mph ML 1 Ol D2 03 Uplift Maxtrpan 4ft Snow Lootl 40 of Exposure Category g Oeatl Load p 3.6 3.6 3.6 22 pa, Attuvl Span 4ft Roof Zone 3 A 1 Snow Lootl S 400 00 Nil O.O loaf Rd 47811s E 0 I 1 DWC lone( 00 104 2.8 -42.4 lost Ru 4411bs Total Load p.. 436 14.0 41.4 40.2 psf Required Thread Depth 1...in Distrib If flats 3R4 1133 100.2 pIf ARual Lill Depth 2.25 in an eo.:pal Whusbandand "Absolute inw[aare ladimt df,rrne[p¢mated quantities mI-Uplft antl awful as at 3 � Glossary of Terms for Load Calculations E h sholl Neigh A Adjustment Factor for height ad ad ph Bul Least furle ntal imbimtrb Roof Pitch I Importance Fact,,of for a single N rally reslkence 0 IV l tling pas V Basic Wintl Sp,,d C J 0 O In..Lootl Ind.Load R Module length perpendicular t,beams O -O R,af.d. Roo/2o ne and Point Load-Maxlmum Oownfo,a �se La E Ettettive pool Also A. Point Lead-upl lit U Y U Rool 2.ne Setback length E.posare B-Suburban single lamlly dwelling N 0 U P—tDanameads, Net Design D,wnb,a Arresrvre mal., Get Uplift Net Design Uplift Preasure , Topographic FaR„ PV-2.1 Roof B Typical Section I.1 kW IM PLotovollal[Solar Array This male r array laeomprieed of 20 poll is 255 pay Sack solar panels,The panels are mounted doing the Until,Sold r Mount solar An Ling rat Ito the building a 20 Rafter spaced at 24 oc Each solar a...11,attached to an EnpLax M215-6p21l ml[rm Invenera lso mounted to the Unira[Solar Mount ra I dlrectly beneath the panel. ad p N ah . or ti The anlar pa.eb a.[e oc Iva p. W„a� \ _ a A. pro pow when struck by sunlight The oc power m o rcea to 240 v AC rywer an lmvty.m p54 Immen are connected In smngs with a maximum number of 17111.vercen s ,on string. En E as a' i Th¢symtemwmbeyilneb, If polar panels produce more powartha.1,used myth,bundle&the excess power flows back I unulygrldth,,gha net,,t,rmbaavailabf,fvroth,rpaw,rum,ra. An metal pens Including mlar panel from.,,ilvolmercarr and mounting rare as g....for using the manufacturer a recommended grounding method and WELE ex-I long with as AWA gr man wire. E Th,building was conm...led in 1999. rr rr e o G� o o 0 0 AI D o E radial P� ch Pane_ up cm for _Nt�re� eN w Pone'Dimensions 11,14A 111,171st System Weight 13031bz zp'S�' Ze to e per Areight 41.916s System Distributed Load 3.6 puff System".a"Footage 359 mph Roo)support 2x4 Rater Racking Weight 377I11 Actual Point'ood Max Spacing 4fi - N Micro-Inverter Weight 08 lot Toral number of Rao)pealdrupons Po"�P— P�42 - P� Al Allowable per hspreOverhangI61n �// allowing Ihs per inch spread depth F Note l:Use 5/Its'1 a"—Head 5t,P1ess Sleet log 5ortws N Q Marked ee Nafe 2:flmaj 5u ppert Members arc L4 rings, M1 24h 3 itPn et Downfar[e IOp pa ge. sale/Mount floIXlnp H I4h Wind Dawn).— 10.4 puff Pnet Uplifr -42A psi Roo)Pihh 21111.. And Uphf( �42A puff B 1.5 Land Dendratlons wMax 119p1f V 300 dip, Ki[ 1 D1 D2 D3 OpIIR Max Span 4h ...Ood 40 per aftn re Crops, 0 Dead Laced D M 2,2 our Actual Span 4fi Roo)Zone 3 ', 1 SnOw Loatl S Ed pif Rd 47.lb, E 0 I 1 DAA PAIL -42A puff Al 4411IM Total Loatl pee 402 Of Required Thread Depth l.gg In Dis[rib iL 11102 pit Actual Thread Depth 2.251n da e OWL:Design Wind Loadaft "Absolute twluce are'odiatedjartheml[ulotedquantiNei ofP-Uphyffand w-Upllft th6 3 2 Glossary of Terms for Load Calculations E ch afte L calare Height A Adj,am,nt Fluor for height N Belong llon Least Horizontal flapf"lch Roof beet I Im po stance Fa[tar of lord single fam fly reside Ace 010 in Ran Wind Speed C J LEE Snowbvd Snow toad B Module length perpendiavlar to beams O Roof Zone k"fZone Rd point Loatl-Maximum...flarde F Effective Real Area R. polar Load Uplift A, y V v Roof Zone Setback length N O m Exposit. 0-Suburban single fa mlly dwelling Q L,J pnel oownfem Nat Design Oownforce pressure (vlegory 5 Pa.,UpllF Net asern,Uplift pressure iapenaphlo Fact,, f)g g—'1 2 t NMI loan an BE km --------- ---- ----- 3f if fit P , I A ii i rM I i I Rik ' .b c 0 q I 3 11"2 Re�111.rs Date Remarics A,t,.m Sole,Inc. Fraser Project tP% 1 MM/DD/YY 15 Akenue E < Electrical NWQN 61 Diagram 5 Be,rye,..d Ln ASTRUMSOLAR� 2 MMJDD/YY Hopkinton,MA,01748 Salem,MA 01970 3 MM/DD/YY Tuesday,Februi 17,2015 Electrical Diagram for Fraser-9.69 kW DC Photovoltaic Solar Array Cmsumtion for mu Bm,k,r PV Circuit Conductors Interconnection:LST Calculation for Main PV Breaker a emmts PV Combiner Panel to PV Amy Minimium 46 AWG System Cur 3B x .1 = 11.1 Ampa Minimium 6f0 AWG r,nt 04 AWG for 60 rating diag ram g at 60 Amps No Design Ampereg,= aa.z x 1zs% 42.75 Amps 2011WIRE SONG CALCULATION to the first disconnect o 2014 NEC Article 310 Wire Callpl Main Buss Rating= 100 x 130% 120 Amps Full Load Amperage... 9 WIRE SIZING CALCULATION S Existing Main Breaker = too Amps Wire c Q Source VaOage....._......_.240 2011/2014 NEC Article 310 A w Maa sm..Breaker 12o I-I 1BB 1 20 Ampa Length of Run(Feet) ...... 75 Full Load Amperage-------------:34.2 Circuit al= to x Bealzs%= 11.25 Amp: Load Duty -Continuous Source Voltage s.___......... :240 E v - Ci,tuitaz= 10 x Bsx 125%= 11.25 Amps Conductor Applicafion__.._..:Conductors in Raceway.Cable or Earth Length of Run(Feet) 50 a' $ Conductor Am it Table.......:NEC Table 310-15 B 16 � ......"".'. Circuit Iit f4 o x 0.9x135%= 9Amps paCy 1g ) cormf act= 10 x Bsalzs%= u.zs Amps Conductor Tope.................: DryIDaHHN Copper Load D .......................Continuous Conductor Location....._.._..�Dry/Damp Conductor Application......_.. :Conductors in Raceway,Cable or Earth Conductor Insulation Temperature:90 eC Conductor Ampacity Table--------NEC Table 31D-15(B)(16) Rooftop hurallatiom NEC 310-15(BN3)(c) Conductor Type-----------------:THHN Copper Distance Above Roof............:Above 13 mm to 90 ram[above 12 inch to 3 12 inch] Conductor Location............. :Dry/Damp Average Outside Temp...........:90 Deg.F 32.2 Deg.C Conductor Insulation Temperature:9D oC Temp iodura Adds...............:40 Deg.F 22 Deg.C Ambient Temperature------------:26-30 oC-78-86 of E Adjusted Ambient Temperature_.:130D Deg.F 54.2 Deg.C Terrrtinal Temperature Rating....:60 oC Ac Temdnal Temperature Rating....:60 eC Circuit Type:Single Phase 3 Wire(2 phase conductors 8.neutral) o Circuit Type:Single Phase 3 Wire(2 phase conductors 8 neutral) Qty.of Circuit Current-Carrying Conductors:2 Q Dry.of Circuit CurtentCartying Conductors Conductor Requirement: o Additional Cunent-Carrying Conductors__.:6 Full Load Amps----------- 34.2 Total Oty.ComentCarrying Conductors..... 8 Load Duty Multiplier.....:1.25 Conductor Requirement Ambient Temp.Multiplier.:1.0 Full Load Amps........... 9.0 Qty.Conductors Multiplier: 1.0 .p Load Duty Multiplier.....:1.25 Ambient Temp_Multiplier_ 132 Required Conductor Ampacity:42.75 ay.Conductors Multiplier:1.43 Temlinal Requirement: c Required Conductor Ampaciry:21-21 Full Load Amps----------- .342 j Terminal Requirement Load Duty Multiplier.....: 1.25 �� p Full Load Amps............9.0 Load Duty Multiplier._.:1,25 Required Terminal Ampacity:42.75 Selected Conductor Required Terminal Ampacity:11.25 _ 550 . aonuelarm Ampacity.-. Selected Conductor Ambient Temp.Derate _ 1.0ConduRorAmpaciry.. . 30 Ambient Temp.Derate.....:0.76 Qly.Conductors Derate._: 1.0 Electrical Notes Cry.Conductors Derete...:0.1 luAneampmem to be llmad.nd labeled he It-pplical- Adjusted Ampacity----- 55.0 li AB mndummahen he mppoorated for 9oc-d wetenwm,ment,oel..e Adjusted Ampacity........:15.96 SELECTED CONDUCTOR SIZE:6 Awg am.- Bored' SELECTED CONDUCTOR SIZE:10 Awg 31 po.kinsti.e,.nres emendw newemea lemdeel. heir 2 x Ohms/MilFt x Len x 2 x 1.24 x 75 x 21.21 2x OhmsIMilFIxLengthxAmps 2x0.491x50x42.75 mmg• pmpmems gib Amps VD= _ =1.68 Imply•Ira NEam.x6 Vp= _ =1.67 a All win.nrmmefl-ra kmH b...k-prIm.ly hh.lad.eJ leemry m,.m.. 1000 x Oty Wires per Phase 1000 x 1 1000 x City Wires per Phase 1000 x 1 Volts At Load Terminals......:23633 Volts At Load Terminals...._:238.32 n Module sno-ongnips ho be Implied bNens-module frsmeene module Actual Percent Voltage Drop.:0.7 Actual Filament Voltage Drop.:0.7 Fort son,pep gm..ahgncp m-uhmme s mmmRlon. CA o a A m`f'a Support ran to be heeded to continuous rapper Gen Ne WEED lug per NECEDBA(C). E 711f used W power"me breaker to be l-Nd of bottom of bus par NEC B.mla11]1. 81An mmbiner panels shell be lob,i,d,."Inuemer AC cal Pane l". e C 9)usung agencym O name entl numhnto be Intllevfed en Inverters entl metlules per NoNEC 310.31B) � � 101 PV breek.m.he sulteble for haekfu.d par NEC V pewer.eurce W m tJ PV-3.1 Wiring Description Fraser,Keith,Electrical Review 5 Be rrywood.Salem,MA 01970 Westford,MA Offrca:Eric Collins Reviewed By:Dan C.(610)246-9544 Financing:Purchase a (38)Ccells 255W Panels with(38)M215 Inverters m E a w PV metertype:Enphase ROM ¢' Emu location:In the basement nearthe main panel ¢ i Internet Connection:Bridge Main Electrical Panel:100 Amp Westinghouse Utility:National Grid Circuit Calculations:38 M215 inverters x.9/Inverter-34.2 Amps x 1.25-42.75 FI-A. PV combiner with(4)15 Amp,2 pale circuit breakers,(1)15 Amp,I pole circuit breaker(tor EMU) E Interconnection calculation:N/A,Line-Side-Tap _ 0 ca 0 Interconnection will be alme-side-tap in the gutter space ofthe existing main panel.From the=Install wiring to a 60 Amp fused disconnect with 45 Amp fuses mounted nearthe main service panel.Wiring from this disconnect will install to a o 0 o 60 Amp non-fused disconnect located outside next to the utility meter(will have to run greenfied through the basementm group the disconnect with the Utility Meter).From the disconnect run conduit back inside and mthe opposite side of the basement until it can penetrate back outside to our equipment mounting location.From the penetration wire through the PV meter and Into the PV combiner panel.From the PV combiner panel run conduit up the wall and onto the lower roof.Once on the lower roof run conduit to the two junction boxes located under the arrays on the two upper roofs,as shown in the drawing.All roof mounted conduit must be at least 1"above the roof surface and flash supported properly. There will be four circuits of inverters. - Install an outlet for the EMU at the location where the EMU will be mounted.If this location Is In a garage or basement Install a GFCI outlet.Wiring for this outlet will be from the PV combiner panel and can be OF type cable. a N circuit 1(10) �� ¢ F- O Circuit 2(10) a ❑ Circuit 3(8) - © Circuit 4(10) meter C3 Junction Box(2) f i End Cep(7) ) t� 'a § Trunk Cables Exterior Conduit :..,.. .. ca o a E re - � [ = 0 as a c as re b J t>4 a• Y � N O � PV 4