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11C-017 (4) IBERNACHEST BP-2019-1051 GIS#: COMMONWEALTH OF MASSACHUSETTS Mu xBlock: 11C-017 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cateaorv:SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-1051 Project JS-2019-001718 Est.Cost:$31000.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: const.Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 109441 Lot Sim(sa.R.1: 8755.56 Owner: ASHTON JOSEPH D Zonine:URA(100 Applicant: REAL GOODS SOLAR INC AT: 1 BERNACHE ST Applicant Address: Phone: Insurance: 420 WOODLAND AVE,UNIT A (978)380-81480 Workers Compensation BLOOMFIELDCT06002 ISSUED ON.312 7/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.30 MODULES ROOF MOUNT SOLAR ARRAY- 9.3 KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Shmature: FeeType: Date Paid: Amount: Building 327/20190:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)597-1272 Louis Hasbrouck—Building Commissioner 1 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Senier/Septic Availability Room 100 WaterNOell Availability Northampton, MA 01060 Two sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONS T ALTER,REPAR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING 2°i9- ami SECTION 1 •SITE INFORMATION IVED 4. P- 1.1 Property Address: 8QR This section to be completed by office L2 6 2019 P '�3 Lot d;Q Unit 261 Rai nide On" OF'T c=cun oi.r.�ycpsCnONS nit Overlay District� .LnG Dblrkl CB Oletrkt SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Joseph Ashton 1 Betnache Street, Leeds, MA 01053 Name(Print) Current Mailing Address: 413-584-1676 see signed authon onion form attached Telephone Signature 2.2 Authorized Aaent: Deni Cuo22o-Alteris Renewables dba RGS Energy 420 Woodland Avenue,Build. A, Bloomfield,CT 06002 Name(P4ne1j Current Melling Address: (ZlA ��(� �ia860-823-0002 Sqawra Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Oficial Use Only completed by permit applicant 1. Building 12,000 (a)Building Permit Fee $75.00 2. Electrical 19,000 (b)Estimated Total Cost 6 of Construction 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) $75.00 5. Fire Protection 6. Total=(1 +2+3+4+5) 31,000 Check Number This Section For Official Use Only Building Permit Number Dare Issued: Signature'. ;Lig Bulling Commissbnedlnspector of Buddi Data pRioR� ro FINA U ��EFir�cA2- InSP Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to Le finedin by ouildurg N,xio nem Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lai ami minus Isola a paved ki q ofParking Spaces Fill: volume A L«atunit A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document p B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. r SECTION S.DESCRIPTION OF PROPOSED WORK leheck all applicablel Now House ❑ Addition ❑ Replacement Windows Alterollon(e) ❑ Roofing ❑ 0r Door Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks IC] Siding[C3] Othi solar Brief Description of Proposed This is an addition to an existing arey. Work:crSw,wr,,,W.dd..,.Y,.,,aaa S,ums"I'M we d..ra r xn�-a:s,n,—s da—.mda,d. s.wx unv.an Alteration of existing bedroom_Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement _Yes x No Plans Attached Roll -Sheet ea.N New house and or addition to exisdna housing,complete the followlna: a. Use of building.One Family X Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage allached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? I Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction I, Is construction within 100 ft.of wetlands? Yes X No. Is construction within 100 yr. floodplain_Yes x No I. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? x Yes_No. I. SepticTaink CitySewer_ Private well City water Supply SECTION 7a-OWNER AUTHOR17AIlON-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Joseph Ashton as Owner of the subject property hereby authorize Alteris Renewables dba RGS Energy to act on my behalf in all matters relative to work authorized by this building permit application. see signed authorization form attached Signature of Owner Date I, Alteris Rene abler dba RGS Enerev as OwneOAuthonzed Agent hereby declare that the statements aM infoenalion on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of pe7ury. Dani Cuozzo Print W e& o/ ,, �,L- 4Z11 11 Slpi mar Apxe f SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor. Not Applicable ❑ Name of License Holdrr: Matthew Schuler CS-109441 license Number 420 Woodland Avenue, Building A, Bloomfield, CT 06002 04/15/2021 Adtl Expansion Date �A.c/(860) 823-0002 Signature Telephone 8.Registered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba RGS Energy 162709 Compo Name Registration Number 420 Woodland Avenue, Building A, Bloomfield, CT 06002 04/05/2021 Address Expiration Date Telephone(860) 823.0002 SECTION 10.WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.162,§26C(81) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will mount in the denial of the issuance of the building pemmt. Signed Affidavit Attached Yes__... 10 No...... ❑ 11. - Home Owner Exemption The current exemption for'-homemeneis"was extended to include Owner-occupied Dwellings of one l I) or too(2)families and to allow such homeowner to engage an individual for hire who does not possess a license.provided that the owner arts as supervisor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is.or is intended to be.a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A Person who constructs more than one home tp a two-year Period shall not be considered a homeowner. Such'homeowner"shall submit to the Building OBicis].on a form accepwFle to the Building Official,that he/she shall be responsible for all such work Performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusems General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations wi 600 Washington Street Boston,MA 01111 tvu,mmass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbem Applicant Information Please Print Legibly Name(Business/OrganizadoNlndividua0: Alteris Renewables, Inc. dba RGS Energy Address:420 Woodland Avenue, Building A City/Stale/Zip:Bloomfield, CT 06602 Phone#:860.823.0002 Are you an employer?Check the appropriate box: Type of project(required): LN I am a employer with 150 4. ❑ 1 ant a general contractor and I employees(full and/or part-time).- have hired the sub-contractors 6. []New construction2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.insurance comp.insurance. required] 5. ❑ Weare a corporation and its 1011 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12 ❑Roof repairs insurance required.]` c. 152,§I(4),and we have no Solar Panels employees.[No workers' 13.M Other comp.insurance required.] Any applicant that checks box p I must also fill out the section below showing their workers'compensation policy information. `Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Cnmmetors that check this box most anached an additional sheet showing the name ofthe sub-contractors and state whether or not those entities have emplovees. If the suh-cnntradnrs have employees,they must pmv ide their workers'comppolicy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is rhe policy and job site information. InsuranceCompany Name: Property & Cas Insurance Co of Hartford Policy#or Self-ins.Lie.#:34WEMC2NGW Expiration Dme:12/01/2019 Job She Address:l Bemache Street City/State/zip:Leeds, MA 01053 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do herebyc under the pain a erjury that rhe information provided ab o is true and correct sienanue: Phone#:860.823.0002 Opicial use only. Do not write in this area,to be completed by city or town ofJfcial. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.Cityfrown Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: RGY Property Owner Consent Form Owner: /—� S 4orl >e Address: B Inert e Town: Leeds State: MA Zip: 01 05 3 t Phone: 413 S84 - 109 I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. hl Prop9A,, y Owner Dat , .. ... ,. . _ w 1 . , FLASHKIT PRO d= UNIRAC !EAILR-N4 F'FDr9 nSolar itch.,at, FLASHKIT PRO is the complete attachment solution for composition shingle roots.Unifac partnered with Ecolasten Solar to bring best inclassdesign and performance together in one package. Kitted in 10 packs for maximum convenience,flashings and hardware ate available in Nor Dark finishes.With FLASHKIT PRO,you have everything you need for a quick, professional installation. TRUSTED WATER SEAL FLASHINGS YOUR COMPLETE SOLUTION CONVENIENT 10 PACKS FEATURING ;£coFAstenSolar TECHNOLOGY Flashings,lags,contin =ski LFeet Had hardwaEe PackagedIITrspeadand case ofhandhng COMPLETETHE ROOF ATTACHMENT FLASHKIT PRO d" UNIRAC INSTALLATIGNGUIDE oFn.<.nMdar rmx�oa IFLASHKIT PRO IS THE COMPLETE FLASHING AND ATTACHMENT SUtU110N FOR COMPOSITION ROOFS INVAI I FLASHKII PRO FLASHING INSTAI TLF001 ATTACH LFOOTTO RAIZ PRE-INSTALL SYSTEM LAYOUT STEP 2 INSTALL L-FOOT Lacate rafters and snap horizontal and veNical lines to mark the •Line up pilot hide with FLASHKII PRO fastener hole. installation position for each flashing. Insert the lag bolt through the EPDM washer. the top L-1013 Orilla pilot hole(1/4"iiametm)far the lag bolt.BackfilIwith sealant. compression bracket,and the gasketed hole in the flashing and into the rafter. STEP 1 INSTALL FLASHKIT PRO FLASHING -Torque to 100140 torque inch pounds depending on the type of wood and time of year.The visual indicatorfor proper torque is when •Insert the flashing so the top part is under the next raw of shingles the EPDM on the underside of the bonded washer begins to push out and pushed far enough upslope to prevent water habituation through the sides as the washer compresses It using an impact wrench to vertical joint in shinglesinstall the fasteners be careful not to over torque the fastener.You •The leading edge offlashing must butt against upper rowbfnailsto may need to stop and use a ratchet tofinish the install. prevent fuming when torqued. QUICK TIP: STEP 3 ATTACH L-FOOT TO RAIL •For vertical adjustment when leading edge of flashing hits nails in •Slide the 3/8 18 racking hardware into rail slut, spacing holts to upper shingle coursesshileflashingupunder shingles until leading match the spacing of the attachments. edge engages nails.Measure remainirgdistauce to adjust upslope. -Torque 3/8' nut to 301111-lbs. Use anti seize to prevent galling. •9emove flashing and out a V notch at marks where nail shafts engaged leading edge of flashing the distance desired in Step i. Notch depth not to exceed 2"in length by 1/2"in width. Re-install flashing with notched area upslopeand position nolchee leading edge underneath nail heads. FASTER INSTALLATION. 1RWARRANTY. SOLARMOUNT UNIRAC SOLARMOUNT is the professionals' choice for residential PV mounting applications. Every aspect of the system is designed for an easier, faster installation experience. SOLARMOUNT is a complete solution with revolutionary universal clamps, FLASHKIT PRO, full system UL 2103 certification and 25-year warranty. Not only is SOLARMOUNT easy to install, but best-in-class aesthetics make it the most attractive on any block! t t New & Improved= ll . THE PROfESSIONAIS' CHOICE With Superior Aesthetics NOW FEATURING FLASHKIT PRO NOW WITH UNIVERSAL MIOCLAMPS REVOLUTIONARY NEW ENDCLAMPS The Complete Root Attachment Solution Accommodates 30mm-51mm module frames Concealed design and included End Caps inner'. F.R.ren War ne.eom.. One tool,one person installs are heal THE PROFESSIONALS' 1 I ' RESIDENTIAL RACKING BEST INSTALLATION ; APPEAL- COMPLETE SOLUTIONSUPPORT NIVHO A1ddnS 80183dnS V ONV 301131133A 0NIN33NI01,13 AO 038OVU Mums 0NI83V8 A111Vn0 H11M NOIIVind38 8n0A 3ONtlHH3 .q"ouwa yswp palauq mai g e poe Aluel loapmtl papuel saegamx ssawe11 q seep Ivq of pwwpwmoo pee aplallapa muoiil aunmen )apfmtl p"e o"gl"maA a"pA saggxuus ,,.A cy e F.q pear",xi ApleEd eampkl wo alexwpuap Sawiepg4111 asap 1pgoury pie uuol Alli slangs Ella leewq,el poe vallal Ead.,s je spnpwx Hmpmwx all non aemMq paha N a,ea1 @ wq spieplep pp4 pql rangap os. 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M is ro i n ve rters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy`,Enphase IQ Battery',and the Enphase Enlighten'monitoring and analysis software IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years- Easy to Install • Lightweight and simple • Faster installation with improved,lighter two-wtie cabling Built-in rapid shutdown compliern(NEC 2014 6 2017) Productive and Reliable • Optimized for tdgh powered 60-cell and 72-cel•nodules • More than a million hours of testing • Class II double-insulated enclosure UL listed Smart Grid Ready • Complies with advanced grid support,vohage and ffequency ride-through requirements • Remotely updates to respond to charging grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 SA) •Thea)*Micro is reyuood to suapwt 722es nodol z 7o Ieam more about Enphase offerings,visit a phr con '2' E N P H A S E Enphase IQ 7 and IQ 7+ Microinverters wplyT"TA pqIU]-W-z-US/107-6U-U-Us N17PLUs-72-2-Us/IU]P M-72-8-Us .. - ._- 1— 01 ._. ColWwydyy�drrNdWpaun,y. -. 235W 355 0W a-- --_. 135W 440Wa-- Module mrlpYLity 60-oel w modules only 60-dl Soft ]2-,ell Pv modules Mesinum iptDC Mage 18V 60V Peale powertrackig vohage 27V-VV 27V-45V oparaYgran0e %V 48V 16V-60V Mn/Max sort Mtage nvi"V 22V/60V AIaa DC aanOrl uncut anent(mWWe bc) 15A 15A overvo8age class DC pwt 9 11 OC port badtfeed aaxYd 0A 0A W array coag Ovation 1 x 1 ungrounded array;No additional DC sade paection required: AC adepr90ection rcqures maz 20A per tlanrdr tlrcua OUTPUT DATA(AC) 167 Woush ven re a 7+Mkrolneve to Peak outwit Rowes 25a1Dk 295 VA - _--- ——- Maxirmancmtin.sDutprrlpower 240 VA 290 VA Nnonal(LL)ftageJrn.W 240V/ 208W 240V/ 208V/ 211-261 V 183-229 V 211-261 V 18:4229 V ",ormomconhn me,sopnlewrom In A(240 V) 1.15A(208V) 121 A(240 V) 139 A(208 V) "most Ire9lcmy 60 Ha 60Hx Extended hequency range 47-68Hz 47-68 to AC short circuit fund!cunem over 3 cycles S.8 Amrs 5.8 Arms Ms...ands per 20 A(LL)Nanch vcun' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11(208 VAC) Overv~Class AC port In 111 AC port backfeed current 0A DA Pseala tactor estdg 1.0 18 Power factor(adlusuble) 87 Wedag..0.7 lagg'rg 0.7 Wad"..0.71aggig ETFlC1EykcT #240 V @208 V #240 V firmi, Mak CECef6cNYr4y W.6t 976Y 9].516 0.3t CEC weighed efficiency 97.0% 97,0% 970% 97.0% OK-CNl1NICAL DATA AmtibirtteNeraYmer _. . _ aorge -10°C to abS•C ReNtwehrruidnyrange 4%to l0n(condensirg) Cnrrramtype(q]Eg 2i156107PL1B-7?-241 MC4(or AlnphenDI H4 UT%with additional 0-UCC-S adapter) Coneauxrrype 007-60.8 U588]7PLUS-72-&US) Friends PV2(MC4 mtermateable). Adaptors for modules wiM MC4 w UTx connectors'. -PV2 to MC4:order ECA-S2OS22 PV2 to UTN:order ECA S20-S25 Dfvrcnsionrs(Wmx0) 212 mm x 175 mm x 30 2 mm(whhout brecke!) Weight 1.08 kg(2 38 fooWg 14apaal Wn1Yef410n1 restarts Approved for net locations Yes Pollution doges, PD3 Enclosure Class II double insulated,corrosion resistant polYmenc enclosure E-m6wnre talcate,in, UVe poane aug kBAA Type 6 IODUIM PEATUMS Cwnnunr'atiDrr Power lire (PLC) Monuromg E bglrtru Manager and MyEnfghDen monitoring options. BOM options requhe nrslallatiorr of an Enphase 10 EBwy. Dsccarwct^9 swans The AC and DC cwaw.taa hone been evaluated and splintered by lab use as the Imbbeek discprarect rermkedM kFC 690. Comphanne CA Rule 21 (UL I741-SA) UL 62109-1.UL1741/IEEE ISA.FCC Pad 15 Class B. ICES-OM Class 6. CANICSA C222 N0.1071 01 This product is UL Listed As PV Rapid Shut Down Egluprner t ant conforms tent NEC-2014 and NEC-2017 Bechar 690.12 and C22.1-2015 Rude 64-218 Rapid Shutdown of PV Systenn%far AC and DC aualtx:lons,when installed according manufacturer's wournonor s. 1.Per erAmcedl MW of io.See the compaliWrry cnkoWlw at us. IpanbNty 2 Nwnirwl w11a9e range ran he McMM brypnd rgmxW RrequrM 6Ythe wlrry. 3 limns may very Refit m local re9aimments 10 define Me number of mkrpinyMers Der pwrmM1 in your arm. To learn nam about Enphase offerings,visit enphase.com -'=I E N P H A S E 0 MIS Erylwe E.W 0 fights reserved NI uadenwrcs n bands used are thepopnty Df Enphase Energy,Inc 2010-0524 SLAmM r Monocrystalline �\../ 'IM N HIGH 8� JUST 4R Ra Bf IINFBI E ilfn� SSS 310 Wp 60 Cell Monocrystalline PV Module C E (M 19 (- IF( ' ENSURES MAXIMUM EFFICIENCY LOWEST DEFECT RATE* 60 of the highestefficiency,premium quality monocrystalline Total automation ensures strict quality control during each cells result in a maximum power rating of 3101 step of the process at our certified ISO manufacturing facility. *82.56 ppm as per December 2017 ADVANCED PERFORMANCE WARRANTY 25 year linear power performance guarantee to 82% LIGHT AND DURABLE Over-engineered to weather low load bearing structures up ENHANCED PRODUCT WARRANTY to 5400 Pa.Light-weight frame exclusively designed with 12 year product/workmanship warranty wide-ranging racking compatibility and durability. BUILT BY INDUSTRY EXPERTS PID RESISTANT With over 35 years of industry experience,Silfab's technical Proven in accordance to IEC 62804-1 team are pioneers in PV technology and are dedicated to an S innovative approach that provides superior manufacturing AVAILABLE INprocesses including:infra red cell sorting,glasswashing, All Black automated solderingand meticulous cell alignment.POSITIVE TOLERANCEO!vmaxis u All positive module sorting ensures maximum performance Ten CoMi[ions STC _ NOCT Module Power(Pmax) Wp 310 234 Maximum power voltage Wpmax) V 33.05 29.7 Maximum power current(Ipmax) A 9.38 7.88 Open circuit wRage(Voc) V 40.25 37.2 Short circuit current(Int) A 9.93 8.14 Module efficiency It 19.0 17.9 Maximum system voltage(VDC) V low Series fuse rating A 20 Power Tokrance Wp -0/+S will/mMme—®OnsSTr Imp Wim2•AM t 5•TMp Fe 25-C NOCTRx W/m -AM 1.5-M,iax n[unCbVlnry A 3% Sun aMMav oiMix nleferenre mWules frau 1-.0e1 lnstllute FkMul clwxcenlb mry wry t, ak paxx Ey W.Sw Temperature Coefficient lsc %/K 0.03 Temperature Coefficient Voc %/K -0.30 Temperature Coefficient Pmax %/K -0.38 NOR(t 2°C) "C 45 Operating temperature -C -00/+85 Module weight(t t kg) kg 19 Dimensions(11 x L x D;t l mm) mm 1650 x 9%x 38 Maximum surface load(wind/snow)* N/m' 5400 Hail impact resistance a 25 mm at 83 km/h Cells 60-Si monocrystalline-5 bulbar-156.75 x 156.75 mm Glass 3.2 mm high transmittance,tempered,andreflective,coating Backsheet Multilayer polyester-based Frame Anodized Al Bypass diodes 3 tllodes-45V/20A,IP671IP68 Cables and connectors(See installation manual) 1200 mm a 5.7 mm(4 mm2),MC4 compatible Module product warranty 12 years 25years a it 97%end of 1-year P Linear power performance guarantee z%%end of 12"year $ z 82%end of 250 year ULC ORD C1703,UL 1703,IEC 61215,IEC 61730,IEC 61701,CEC listed Product IEC 62716 Ammania Corrosion,IEC 61701:2011 Salt Mist Corrosion,FESC listed UL Fire Rating:Type 2(Type 1 on request) Factory 1509001:2015 e Q blaming:Read the iand User Manual before handling,installing opera installing and operating modules. Thkdyzrly generated pan riles from •°Tv�i� 1°` Fraunhofer-Institute for Solar Energy Systems ISE are available Nv.vc for download at www.silfab.ra/downloads s Modules Per Pallet 26 eS Pallets Per Truck:36 y IS Modules Per Truck:936 ag$$ 8 Si lfa b A Siltab Solar Inc. 240 Courtneypark Drive Fast•Mississauga, ..•-� Ontario Canada L5T 2S5 Tel+1905-255-2501 •Fax+1 905-6%0267 infoilislMab.ra•wwwsiRab.ca S RGS I ENERGY 'I/,f` Ciean Poner.RURnr$avmgf. City of Northampton Building Department 212 Main Street Room 100 Northampton, MA 01060 To Whom It May Concern, 1, Mathew Schultz, hereby give permission as Massachusetts CSL holder#109441 of Alteris Renewables dba RGS Energy(HIC# 162709)to Dani Cuomo to pull building permits on my behalf.This applies to the followingjob information: Address: I Bemache Street, Leeds, MA 01053 Homeowner Name and Description: Joseph Ashton—Installation of a 9.3 kW roof mounted solar army using 30 Silfab SLA310M modules.30 Enphase 107.60-2-US micro inverters& all associated electrical work. Sister upgrade regained for Roof 2 on all rafters that directly support solar PV. 2 x 8 sisteringmcluired. please see structural letter/calculations and page PV-A07 of the plans for more information Estimated Starting Date: April 2019 Agent Signature: Licensed Contractor Signature: J�rA'/✓/ fe ,„,„,r„,,,.,iit -//r,;„r i....re o14aa1Gisun�AMME a COWR CTOn n 11pYE IMPROVEMENT COIpRPROR Thank you, TYPEo sr.doldlwn cvd 82919 bn r2pYsagp Mathew Schultz 1708 Da10019 ALTERd)WhiEWABLES'!NC. HIC#162709 MA%S ENERmY CSL#109441 WTHE Y SCHULTZ Cell:401.363.2595 110 tint ST,SUITE M :'T pEYVEA'm elle” UndlxsdclelYy �71c RGS ENERGY oM1w of con.umer Mein end sea.Repulubn QM AsateMn PMce-$Ub 1301 fbakn.M.'2108 HarR Invae enl Comae#RegMaLm vaneu- n+aca.e c m ¢xvare aur. _ v forMscauaNls Oapadlmnt of PuY¢SNNy M of au idin,RpulNbrra and Standands ncerene CS-10111M` alp u.a.awwlru C atruelion Suy . or MAl1EW SCM TZ T .....-r. ....,a. as PAUTPAW H ROW x rmsrerea w�..rti.w.anw i�r iµr... SAILM CT 030 �IirmM •ndarrnrlr iw ... e an T�y mna ,K dr 1r' l/— Ex,ndion tea, weW+l.sMpaba ce'naa W1pa1H 420 Woodland Ave,Unit A,Blownfleld,CT 01'02 lel.Sell J6Zt86a fax 413683.2_25 I RO51'rrnur ..it i ' RGS ENERGY Conmonweadh of Massachusetts v Drvtsonof Professional Lcensure Board of Building Regulations and Standards Const ructluA'Supervteor CS-109441 Wires 0 411 512 0 2 1 MAT SCHULTZ - 121 1NSALCO DR WINDHAM CT 06280 Commissioner 1, Office of ConN11RM Metre i BIg1116Y Regaeden HOME IMPROVEMENT CONTRACTOR TYPE: Supplement Cad 9lia16tratbII ExaIrmi 162709 041052021 ALTERIS RENEWABLES INC D/B/A RGS ENERGY MSCHULTZ VL.CILieA—� 110016TH 76TH ST, SUITE 300 (� � DENVER,CO 80211 Undersecretary cfTrEw �o�m�woE�..d�luE y�nrl/aoea�,a�a OMoe of Consumer Affairs and euelnaes Repulation ,nod Washmom Street.Sure 710 Boston,Massachusens 0211e Norco Improvement Cmtranor Repisvauan py�rw.. �c8e KrERenEMEWNIfBiHC 'Tam QM nMl.xee Erexev Emlw4n' MWIRt t101eM81,9UnE]b anf,FA,W Mir I�Isaawl�Ir WeIYNO aWaw��rYaaaYe�Mr 1wCa�Yp11'� areYeMarwY lYer,Ynw.. bar Yle�lMaaallL rawe�'u�irr WIIOElOw1 wMxICnAR 1maeAm alb w�y� I IwYaleteaeerrn 420Waadlend AVE.,Unit A.B1..r,eld,CT06W2 td.8W36I6866 fart4136832225 I HGSPoe2p cam { i I 0 011lm M CoreunRr A0*$and Bushey Regulation 1000 WeMegtm StrM eusa]10 0ocon,nreeecnueem 02118 Home Inpmvenwll CCntAEIIX Rep4omian rw � alswlreasraeln Unre nL PA= Iwslarlslelw '�� tatsrsr.sleesm IIMA\m rnl . e�. uWvaar�ralsllY IV YrIe1�e:NAtl1Y IB/....rr.e.Ya�.w near Qia Ir.rrwrar Hr.s.r mammas Memel Ir°�i�ira�w ern�M+� aes.saiiieV r^as OaellYMlw W1Mn CIIR ItOnOlm�mY Q7 �W, —1,I/v1Yr11/eM+elrw 12/NR Q'n)I!1)fOVIIIMIJI��O�CYRIFUcIOroNJO��J OIBee of Consumer AOSIM 6 BBaB1pe Regulation HOME IMPROVEMENT CONTRACTOR TYPE: SudOlemefit Card 9galffSLd14O EmlrffitQn 162709 04M/2021 ALTERIS RENEWABLES INC D/B/A RGS ENERGY M SCHULTZ 110 16TH 16TH ST, SUITE 300 (� � DENVER, CO 80211 Underawretary Corrlonwealih of Massachusetts e mDmslon of Professional Lcensure Board of Building Regulations and Standards Construction'SOpernwr .;5-109441 F;pues: 04115/2021 MAT SCHULTZ ' 1211NSALCO OR VANDHAM CT 00200 Commissioner 01 of Consumer Affelra and Business Reguletbn Qs,AshitudonP -Suae 1301 Boi mmaso ivaeea 02108 Home Impmemenl Coneantar ReglEtrRlion ayElnWrEEM EPI9 REUEWnRPE9M. P[m��gma p�B GS EIEIIGY in 6C.11lie Iwr MuwEMIIrnCM x � i C)M M Nei aE)eb�fw. wW W� �esome Ei MMES irC a�yn,y�� Ye�E QWE EKPGY Ea�4 PEIEW8E9 ' uMwvwm NotrYIEMIReu[EgnYbn /AI QnNEINWNNxYr���O/�/�O.{1!/tI/n ' Office of consumer Affairs i Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE: Suociemem Card Radstration Expiration 162709 04/052019 ALTERIS RENEWABLES INC. DIWA RGS ENERGY I MATHEW SCHULTZ 110 18TH ST,SUITE 300 U DENVER,CO 80211 Undersecretary ® Mawsachusefts Department of Public Safety Board of Building Regulations and Standards License: CS-109441 Construction Supervisor MATHEW SCHULTZ 136 PAUTIPAUO HILL ROAD WWTIC CT 08335 41 CA— Expiration- Commissioner "162015 ACO d CERTIFICATE OF LIABILITY INSURANCE 12//03/20O8�I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy les)must have ADDITIONAL INSURED provisions or be endorsed. H SUBROGATION IS WANED,subject to Me terms and conditions of the policy,certain Policies may ratulre an Endorsement. A statement on this cer8ficala does not wnfw rihts to the cartMcala holder In lieu of such endoner men s. PROOncER 1-303-534-6561 rNYE: VICE, Inc. - Colorade, Division PHONE FAM fxli•F+U: _ Wc.Nel_ 1705 PU aenaC dMBowuntGeballYw ca Buie 100 Neu1Ml1(eIAPR BIOI.NAMWR MAOe Movaz, CO 80202 IxauR[AA: PIRBS SPBCIALTT iiO CW]IR-S 34916 MMMEO plwleR e: BYt4EDRD Pl% IR CO 0682 I n l Geryy _ �ONtlCB A= INH NIR-S 1 641 MMf B C 110 Latin INEUNI Niq 900 MMpLO: PROPOl2Y 6 G8 IN8 DOM a[tfoM690 manna E: ZURICH M®1 INH C 16535 Denten, N $0202 INSUR F: XMXM OAPBOR IN NIZL cel 36940 COVERAGES CERTIFICATE NUMBER:54679509 9N)N MBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED D VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHEP DOC RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OF EO HEREIN I$ $UBIECT TO ALL THE TERMS. EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAI eY TMwN6eMNCE A00LI9UM YFFi Y Wra LJ A E wLfIIACULOEMfn4WIMDE LINE] LYRIry 110,3200052906 12/01/ 9 RENTISIF EACHOCOURRENCE 3 1,000,0_00 CMbOCCUR ♦ Pq EM (E4-� ,4 50,000 X AI/OD DI $10,000 ` MEOEXF(Myne palm] $ Secluded PENSON ..MNIIMY 4 1,000,000 GEHL MNGREWTE LIMIT AP0.IES PER GENENALAGGREnSTE 12,000,000 E= IPEG LOC PRWUCTS-Cd.P_.O_P AIXt S 2,000,000 O l AUTOYM6Rusissu , 340 D1306 /01/18 12/01/19 L4 (El auwml 1,000,000 2 MWAIITO BODILY INJURY Per F&I 1 ONNEO SCHIELVLEO 80DNYINNRYIPMMY" l 3 p1Y ADTOS _ 2 HIRED X NCNAWNEO HIRED ry D>MPGE PgOPEg4 PUTOSOLY AUTC6MLY IP.ruMnO 3 C UI EL4 LMe I pODN 03 12/01/18 12/01/19 FATNOLON43YE '6 10,000,000 X EMSESS UA6 Q.V61Lt0! AOGREGAM ! 10r000,D00 OEO RETENTIONS f D WORNERe COIIFelmainN 22108 12/01/18 12/01/19 2 . _AM ANOENNOY811e'LWMY E ER - M'rogOFRIETOPRMTNEI4E%ECUTNE E.L EIGHACCOENI 4 1,000,000 0MMMR.MEMBEAEI{IXIIDEDi 21 A �pNRSMwyMNNI RL p8FA8E-EAEAWLOYEE 3 1,OD0,000 pE. RIPTONOFCiP OIEMTONS. ILL BONI-PQICY UMn S 1,ODO,000 R Ins tallatlon noaar CPPO23069103 12/01/1! 12/01/19 All One Location $1,000,000 Ded•retible 0 1,000 ABC ft. DESCRIPTION OF wNU Lae IANaO HM..,Mlmtl R—ern NMMUM.mryNrNelW Mmserpnb,yash CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POIJCIES BE CANCELLED BEFORE Por Infoawation Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADrIMPED REPRESEMAT NE 0 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(20111 The ACORD name and logo are registered marks of ACORD ashocclai.n 54678509 SUPPLEMENT TO CERTIFICATE OF INSURANCE DATE Iz/9a/za34 NAME OF INSURED: acs energy Additional Description of ODeral ons/RemaMs tom Pme 1'. O `O AaaNmal Infame0m: 9vofeuSa al/Pollution L1aO111ty Cavevaga: ey 744652902 off 00,00 13/01/SB-14/01/19 i [: 9ea Moya 00,0001000 [ai 11 -12 09,000,000 Gr n00,000 : s O SUPP(09109) 7� Domus Structural Engineering, LLC Dpo� M U S P.O. Box 6986 :J T R U C T U R A L Broomfield, CO 80021 530-8647055 E: N G I N E E R 1 N G I. I. C Domusstnwturalfgmail.win March 18,2019 LN Of To: RGS Energy 420 Woodland Ave.UnitA G Bloomfield,U.06002 Al T GIVIL subject: CaNBation Letter No.54034 Ashton Residence 00 R I Demache St DfBTEP e�0 Weds,MA.01053 BfONAI narynvMetnaem olwn To Whom It May Concern, orte z4lppa.Ia taa:n aoo Ajobsite observation of the condition of the existing framing system was performed by an audit team of RGS Energy as a request from Domus Structural Engineering.All review Is based on Mese observations and the design criteria listed below and only deemed valid if provided Information is true and accurate. On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of she solar PV addition to the roof.The structural review only applies to the section of Me roof that is directly supporting the solar PV system and its supporting elements.The observed roof framing is described below.If field conditions differ,contractor to notify engineer prior to starting construction. The roof structure of(Roof 1)consists of composition shingle on roof plywood that is supported by 2x8 rafters @ 24"o.c.,paired with nominal 2xg ceiling joists @ 24'q.c..The rafters are suported by veritcal struts which transfer gravity loads to the ceiling joists below.The rafters have a max projected horizontal span of 8'-6",with a slope of 37 degrees.The rafters are connected at the ridge to a ridge board and are supported at the ease by a load bearing wall. The roof structure of(Roof 2)consists of composition shingle on roof plywood that is supported by nominal 2x6 rakers @ 24"o c. paired wish 2x6 ceiling joists @ 48-ti.The rafters have a max projected horizontal span of 13'-0",with a slope of 16 degrees. The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(Roof 3)is judged to be adequate to withstand she loading imposed by the installation of she solar panels.No reinforcement is necessary. The existing roof framing system of(Roof 2)is judged to be inadequate to withstand the loading imposed by the Installation of the solar panels.Structural reinforcement is required. Sister upgrade is required for(Roof 2)on all rafters that directly support solar PV.Stitch new 241 DFg2(min)to existing member with Simpson SOW 22300 screws @ 16"o.c.or 10d nails @ 6"o.a.Lap as needed with 4'-0"lap per attached detail. The spacing of the solar standoffs should be kept at 48'ox.for landscape and 48"o.c.for portrait orientation,with a staggered pattern to ensure proper distribution of loads. The scope of this report is strictly limited to an evaluation of the fastener attachment,underlying framing and supporting structure only.The attachment's to the existing structure are required to be in a staggered pattern to ensure proper distribution of loading.All panels,racking and hardware shall be instilled per manufacturer specifications and within specified design limitations.All waterproofing shall be provided by the manufacturer. Domus Structural Engineering assumes no responsibility for misuse or Improper Installation of the solar PV panels or racking. Ashton Residence,Leetle, MA 1 Conus Structural Engineering, LLC Dco M U s P.O. Box 6986 T R U C T t: R A 1. Broomfield CO 80021 $ 530-864-7055 'J.La N G I N E E R i N G L 1. C Domusstauctural(iggmail.com Nate:Seismic check Is not required since Ss<Ag and Seismic Design Category(SOC)<e Design Criteria: • Applicable Codes=Massachusetts Residential Code,9th Edition,ASCE 7-30 • Roof Dead Load=12 psf(goof 1) — 9 psf(Roof 21 • Roof Uue Load=20 psf • Wind Speed=117 mph(Vult),Exposure 5,Risk Category II • Ground Snow Wad=40 psf - Roof Snow Load=35 psf • Attachments:1-$/Is-dia.lag screw with 2.5 Inch min embedment depth,at spacing shown above. Please contact me with any further questions or comms regarding Mi,project. Sincerely, John CaNert,P.E. Project Engineer Ashton Residence, Leeds, MA 2 Domus Structural Engineering, LLC D o fit u s P.O. Box 8988 S T R U C T U R A L. Broomfield, CO 80021 pp� 530-884-7055 -E N Cr 1 N E E R I N G 1. 1. C Domusstructural@gmail.com Address: 1 Bemache St,Leeds,MA.01053 Exposure'. B Wind Speed: 117 mph Risk Category: II Aerial Image Ashton Residence, Leeds. MA 3 Domus Structural Engineering, LLC D U M U S P.O. Box 6986 T R lJ C T IJ R A L Broomfield,CO 80021 ��-++� 530-864-7055 E N fr I N E E R I N G I. L C Domusetructural(a@gmeil.com Gravity Loading Roof Snow Load Calculations to=Ground Snow Load 40 pst for=0.7 C.C,I pv (ASCE7-Eq 7-1) Cs=Exposure Factor= 1 (ASCE7-Table 7-2) C,=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor= 1 p,=Flat Roof Snow Load= 40.0 pill N=C,P, (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 40.0 psf PV Dead Load=3.22 psi(Per RGS Energy) DL Adjusted to 37 Degree Slope 4.0 psf PV System Weight Weight of PV System(Per RGS Energy) 3.2 psf X Standoff Spacing= 4.0011 Y Standoff Sparing= 2.75 ft Standoff Tributary Area= 11.00 sit Point Lads of Standoffs 35 lb Nate:PV standoffs are staggered to ensure proper distribution of loading Roof Live Load=20 pill Note:Roof live load is removed in areas covered by PV array. Roof Dead Load(Roo11) Composition Shingle 4.00 Roof Plywood 2.00 2x8 Rafters @ 24'o.c. 1.52 Vaulted Ceiling 4.00 (Enclosed At0c) Miscellaneous 0AS Total Roof DL(Roof 1) 12.0 psf DL Adjusted to 37 Degree Slope 15.0 psi Roof Dead Load(Roof 2) Composition Shingle 4.00 Roof Plywood 2.00 Sislered Rafters 2.30 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.70 Total Ra/DL(Roof 2) 9.0 pef DL Adjusted to 16 Degree Slope 9.36 Ashton Residence, Leeds, MA 4 �y Domus Structural Engineering, LLC D Q M U$ P.O. Box 6986 �+ Brcomfield, CO 80021 il; T R U C T U R tt I;' 530-864-7055 N G I NEER I N G L I. C Domusstructural@gmail.wm Wind Calculations Per ASCE 7-10 Components and Cladding InputVadables Wind pee 7mph Exposure Category B Roof Shape Hip/Gable Roof Slope 16 degrees Mean Roof Height 250 Effective Wind Area 19.34 Design Wind Pressure Calculations Wind Pressure P=gh'G'Cn qh=0.00256'Kz'Kzt'Kit'V^2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.7 (Table 30.3.1) Kzt(topographicfada)= 1 (Fig.26.8.1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 117 mph (Fg.25.54A) Risk Category=It (Table 1.5-1) qh= 20.85 0.6'gh= 12.51 Standoff Uplift Calculations-Ponralt Zone Zone Zene3 Positive GCp= -0.84 -1.39 -2.23 0.38 (Fig.30.4-1) Uplift Pressure= .10.46 Pat -17.39 pat -27.87 psf 10.0 psf (Minimum) X Standoff Spacing= 4.00 4.00 2.67 Y Standoff Spacing= 2.75 2.75 275 Tributary Area= 11.00 11.00 733 Footing Uplift= -11516 .19116 -20416 Standoff Uplift Calculations-Landscape Zone 1 Zone 2 Zone 3 positive GCp' -0.84 4.39 .2.23 0.38 (Fig.30.4-1) Uplift Pressure= -10.48 psf -17.39 psf -27.87 psf 10.0 psf (Minimum) X Standoff Spacing= 4.00 4.00 2.67 Y Standoff Spacing= 1.67 1.67 1.67 Tributary Area= 6.68 6.68 4.45 Footing Uplift= .70 lb .116 lb -12416 SIan008 UpM Clack Maximum Design Uplift= 20416 Standoff Ulbut Capacity = 45016 45016 capacity>20416 demand Therefore,OK Fastener Capacity Check Fastener= I Number of Fasteners= 1 Embedment Depth= 2.5 Pul out Capacity Per Inch= 25016 Fatener Capacity= 625 lb W F.S.of 1.5 8 DOL of 1.6= 66716 667.216 capacity>2D4 lb demand Therefore,Out Ashton Residence, Leeds, MA 5 Domus Structural Engineering, LLC D O M U S P.O. Boz 6986 S T R 1) C T (I R A I. Broomfield, CO 80021 530-864-7055 EN G I N E F- R I N G L 1, C Domusstmctural@gmail.com Fmming Information 8 Site Specific Pictures Ashton Residence, Leeds, MA 6 Domus Structural Engineering, LLC Deeo M U 5 P.O. Box 6988 R U C T Il k A L Broomfield,CO 80021 530-864-7055 E N G I NEE! R I N G I. I. C Domusstructural@gmail.com r Member Stiffness Check Methodology:As new and existing members are sistered and joined together,they will deflect the same amount The following calculations show how loading a distributed bebreen the Iwo members. Losing Summary DLmof=9 psf Sii=35 psf PV= 4psf Msmbsr SfBrnns Name Size Grade Base Depth E(psi) I El(Iblin2)'(in.4) (E)Rafter 26 DF2 1.50" 5.50" 1600000 20.80 inN 33275000 (N)Sister 2x8 DF2 1.57 7.25" 1600000 47.63 inNI 76215625 Loading to Existing Wisher Loading to(E)Member= EL, - 33275000 304% ELIEI+EL, 109490625 Based on relative member stiffness,30.4 percent of Octal load goes to(E)member DI-mal= 9 psf x 0.304 = 2.74 psf Sli 35 psf x 0.304 = 10.64 psf PV= 4 psf x 0.304 = 1 23 psf Wing to New Member Loading to(N)Member= EL .ELm 109490625 =76215625 69.6% Based on rele8ve member stillness,69.6 percent of total load goes to(E)member DI-roof= 9 psf x 0.696 = 6.26 psf Slseof= 35 psf x 0.696 = 24.36 psf PV= 4 psf x 0.696 = 2.81 psf Ashton Residence, Leeds, MA 7 Domus Structural Engineering, LLC Dpo M i S P.O. Boz 6986 il T R U C 7 I7 R A li Broomfield, CO 80021 530-864-7055 EN G I N E E R I N G L 1. C. Domusstmctural@gmail.com Framina Chack (Root 1) PASS w=108 pit Dead Load 15.0 psf PV Load 4.0 psf /-- Snow Load 35.0 psf 2x8 Reines @ Wo.c. 0 0 Goveming Load Combo=DL a SL Member Span=W.V Total Load 54.1 psi Member Properties Member Size S(,n"3) I(W,I) Lumber Sp/Gr Member Spacing 2x8 13.14 4763 DF#2 @24"o.c. Check Bending Stress Fb(psi)= Pb x Cd x Cf x Cr (NDS Table 4.3. 900 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1428.3 psi Maximum Moment =(wL-2)18 976AI37 f# = 11716.96 In# Actual Bending Stress=(Maximum Moment)I S =891.7 psi Allowed>Actual--62.5%Stressed Therefore.OK CMek Deflection Allowed Deflection(Total Load) = C180 (E= 1600000 psi Per NDS) 0.566 in Defection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5`w-Lr4)/(384-E-1) = 0.167 in 1-611 > U180 Therefore CK Allowed Deflection(Live Load) = U240 0.425 in Actual Deflection(Live Load) _ (SWL-4)/(384-E-1) 0.108 in L/945 > LI240 Therefore OK Cbwck Sher MemberArea= 1 . in-2 Fv(psi)= 180 psi (NDS Table 4A) Allowed Shear = Fv'A = 1958 Is Max Shear(V)=wL 12 = 459 lb Allowed>Actual-23.5%Stressed -- Therefore.OK Ashton Residence. Leeds. MA 8 Domus Structural Engineering, LLC Doe h7 u $ P.O. Box 6986 Broomfield, CO 80021 530-864-7055 (}(A 3 N E F. R ING1- T. C Domusstructural@gmail.co)n ' Framing Check (Roof 2) PASS-With Framing Upgrades w=48pd Dead Load 2.7 psi PV Load 1.2 psi Snow Load 10.6 pat 28 RaBers @ 24'o.b. D O Goveming Load Combo=DL+ILL F Member Span=13'-0' Total Load 24.0 psf Member Properties-Based on Upgraded Section Member Size S(in A3) Iill Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 DF#2 @24"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 900 x 1.25 x 1.3 x 1.15 Allowed Bending Stress=1681.8 psi Maximum Moment = (wLA2)18 = 1012.33 fl# = 12147.96 in# Actual Bending Stress=(Maximum Moment)I S =16064 psi Allowed>Actual-95.6%Stressed - Therefore,OK Check Deflection Allowed Deflection(Total Load) = 1-1120 (E=1600000 psi Per NDS) = 1.3 in Defection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5VLA4)/(384'E'I) = 0.926 in = U169 > U120 Therefore OK Allowed Deflection(Uwe Load) = 11180 0.866 in Actual Detection(Live Load) _ (5WLN)I(384'E'I) 0.773 in L1202 > U180 Therefore OK Check Shear Member Area= 8.3 inA2 Fv(psi)= 180 psi (NDS Table 4A) Allowed Shear = Fv'A = 1485 lb Max Shear(V)=w'L12 = 311 Ib Allowed>Actual--21%Stressed -- Therefore,OK Ashton Residence, Leeds, MA 9 Domus Structural Engineering, LLC Doh U s P.O. Box 6988 STRUCTURAL Broomfield, CO 80021 530-864-7055 E N G I N E E R I N G L 1. C Domusstructural@gmail.com Framina Check(N)2x8 Sister (Roof 1) PASS w=67 p8 Dead Load 6.3 psf PV Load 2.8 psf Snow Load 24.4 psf 2x8 Rafters®24'o.c. v!ni 0 Gowamirg Load Combo=DL.SL Member Span=V.6' Total Load 33.4 Pat Member Properties Member Sae S(inA3) I(inkl) Lumber Sp/Gr Member Spacing 2x8 13.14 4763 DFe2 @24'oc. Check Bending Shares Fb(psi)= fb x Cd x Ct x Cr (NDS Table 4.3.1) 900 x 1.15 x 1.2 x 115 Allowed Bending Stress=1428.3 psi Maximum Moment =(wLA2)l8 = 603.9132 fW = 7246.958 in# Actual Bending Stress=(Maximum Moment)l S =551.5 psi Alloy d>Actual -387°%Stressed - Therefore,ON Check Deflection Allowed Deflection(Total Load) = U120 (E=1700000 psi Per NDS) = 0.85 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5VLA4)1(384'E'I) = D.104 in = U981 > U120 Therefore OK Allowed Detection(Live Load) = U180 0.586 in Actual Deflection(Live Load) _ (SWL44)I(384'E'I) 0.076 in U1343 > U180 Therefore OK Check Shear Member Area= 10.9i02 Fv(psii 180 psi (NDS Table 4A) Allowed Shear = Fv'A = 19581b Max Shear M=w'L 12 = 2841b Allowed>Actual--14.6%Stressed -- Thereforii Ashton Residence, Leeds, MA 10 1►l, RG S ENERGY Clean Power.Bright Savin,. 11 IlI1 I To Whom It May Concern, I have enclosed a building and electrical permit application, applicable fees and supporting documents for a residential solar installation in your town. Please let me know if anything else is required to approve our permit. Once the permit is ready, please e-mail or fax the approved permit to the e-mail or fax number listed below. If the permit cannot be e-mailed or faxed,please return the permit in the pre-stamped enclosed envelope to the address below. If the permit must be picked up,please call or e-mail me once it is ready. Thank you and please let me know if you need anything further, (/ 9�e6� Dani Cuozzo Lead Project Coordinator Ph: 860.823.0002 Fax:413.683.2225 Dani.Cuozzo(ahesenerev.corn 420 Woodland Avenue, Building A Bloomfield, CT 06002 14/ll RGS i ENERGY 420 Woodland Ave.,Unit A.Bloomfield,CT 06002 tot.860.823.0002 1 Par 413.6832225 1 RGSFitor,torn FOR CONSTRUCTION Grid-Tied Photovoltaic System Sheet List AC Rating: 7.500 kW Sheet No. Sheet Tide RGS DC Rating: 9.300 kW ENERGY PV_W0 COVER Aemu aaoau ctasAar PV-A01 SITE PLAN Ashton, Joseph 420 Woodland Ave,unit PV-A02 MODULE LAYOUT Noomfield,Cr06002 1 Bernache St. Leeds, MA 01053 PV-A03 MODULE LAYOUT(2) Jurisdiction: City of Northampton PV-A04 DETAILS AC PHOTOVVOLOLTAIC SYSTEM PV-A05 MATERIALS 9.30011iW DC @STC Scope of Work: PV-E01 ELECTRICAL DIAGRAM ASHTON,JOSEPH RGS Energy shall install a 9.300 kW Grid-tied Photovoltaic("PV")System PV-E02 SYSTEM CALCS 1 BERNACHE ST. totaling(30)Silfab SLA 310 M Modules with(30)Enphase Energy 107-60-2-US General Notes: LEEDS, MA 01053 Micro-Inverter(s).The Modules shall be flush mounted on the asphalt/comp. 1. System follows any/all Fire Cade Setbacks per Ordinances of the City PV-G01 SIGNAGE Project#10421531 shingle roof and interconnected via load side breaker connection. Of Northampton. 2. All projects will comply with the Ordinances of the City of Erika Stith Northampton. Rob Muldoon 3. Construction Hours:7am-8pm Monday-Friday,gam-bpm Saturday, 2019-03-18 Equipment Specifications: No time on Sunday or legal Holidays. Module:(30)Silfab SLA 310 M 4. Product Data Sheets shall be included. REVISIONS Inverter 1: (30)Enphase Energy 107-60-2-US 5. Rooftop penetrations shall be completed and sealed per code by a 0 By Date Notes Racking: UmRac SolarMount licensed contractor. Attachment Flashing: UNIRAC Flash Kit Pro Dark 6. All Photovoltaic modules shall be tested and listed by a recognized laboratory. 2 7. Certifications shall include UL1703,IEC61646, IEC61730. 8. A continuous ground shall be provided for the Array and for all Roof Specifications: Photovoltaic Equipment. r ^ 9. DC Wiring shall be run in metal conduit or raceways within enclosed Roof 1: Roof 2: $ spaces in a building. Asphall/Comp. Shingle Asphalt/Comp. Shingle ❑ "; R 10. Conduit,Wire systems and Raceways shall be located as close as 2"x 8"Rafters @ 2"x 6"Rafters(a) 24"O.C. 24"O.C. possible to ridges, hips,and outside walls. -.. Eave Height:9 ft Eave Height:9 fl 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall u Pitch:37° 1 Azimuth: 190° Pitch: 16° 1 Azimuth: 190' use guidelines that minimize the total amount of conduit by taking the = Shortest path. Array Size:20 Modules Array Size: 10 Modules 12. Space Requirements for electrical equipment shall comply with NEC Article 110. B 13. Equipment grounding shall be sized in accordance with Table Site Specifications: 250122 8 Occupancy:II 14. Connectors that are not readily accessible and that are used in the mDesign Wind Speed: 117 circuits operating at or over 30V AC or DC shall require a tool for - '-- MPH Exposure Category:B opening and are required to be marked"Do not disconnect under - Mean Roof Height:25 It load"or"Nat for current interrupting',per 690.33(c)&(e). Ground Snow Load:40 PSF 15. All signage to be placed in accordance with local building coda. Adj. Roof Snow Load:36 PSF 16. Signs or Directories shall be attached to the electrical equipment or located adjacent to the identified equipment. 17. Signs should be of sufficient durability to withstand the environment. All Work to be in Compliance with: 18. Any plaques shall be metal or plastic with engraved or machine 2017 National Electrical Code(NEC) printed letters,or electro-plating,in a red background with white 2015 International Residential Code(IRC) lettering,a minimum of 318"height and all capital letters. 8 2015 International Building Code(IBC) 19. For Inverter AC Rating, refer to"Rated(continuous)output power"m 2012 International Fire Code(IFC) specification sheet for Inverter specified. 2012 Uniform Mechanical Code(UMC) Not to Scale 2012 Uniform Plumbing Code(UPC) MA CMR 780,9th Edition COVER ASCE/ANSI 7-10 Minimum Design Loads for Buildings and Other Structures As amended and adopted by City of Northampton PV-000 FOR CONSTRUCTION (E)Pond Equipment Specifications: Module:(30)Silfab SLA 310 M ' Inverter 1:(30)Enphase Energy IQ7.60-2-US R Racking:UniRao GS SolarMount w E ll Attachment Flashing: UNIRAC Flash KR Pro Dark E N R G Y I AMERICA'S M NAL S0.M COMPANY S � 420 Waotllantl Ave,Unit A � it aloomfelq R 060W Roof Specifications: Roof 1: ' (E)Accessory Building I GRID-TIED Asphalt/Comp.Shingle 2'z 8'Rafters @ PHOTOVOLTAIC SYSTEM 24"O.C. 9.300kW DC @ STC Eave Height:9 ft = ASHTON,JOSEPH Pitch:37' 1 Azimuth: 190° 1 BERNACHE ST. Aay Sae:20 Modules LEEDS, MA 01053 Roof 2: Project#10421531 Asphalt/Camp. Shingle Q — Erika Stith 2"z e"Rafters @ 24'O.C. (E)Hot Tub I Rob Muldoon Eave Height:9 R (E)Garage .waA ,E 2019-03-18 Pitch: 16° 1 Azimuth: 190' '1 z REVISIONS Array Sae: 10 Modules C # BY Date Notes (E)Single Family Dwelling 1 ' 1 BERNACHE STREET r 1 z (N)PV Array 2: r > 10 Silfab 4 ' SLA 310 M Modules I n I IR O Sealed For Existing Roof 8 i I Attachment Only 8 (E)Property Line (E)Driveway O 1H OF M4 = AL T\ CIVIL -i v. Equipment on Exterior Well: No.54034 3 (N)PVArray1: - - - -- - (E)Utility Meter - o Q 20 SI#ab oisT SLA 310 M Modules Natio al Grid Meter:Socket Only: arONAL cP (N)PV AC Disconnect-Unfused Calvert i John Equipment on Interior Wall: Calvert r� (E)Main Service Panel-P.O.I.via Load Date:2019.03.18 18:49:58 3 LLSB E^ Side Breaker Connection -06'00' ice+ n 1 /t ^8 /� (N)PV AC Combiner Panel w/IQ Envoy r " VH IIS- C � �r�EET SITE PLAN I NOTES: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES FINAL LOCATIONS TO BE P DETERMINED DURING INSTALLATION. PV_AO1 HOMEOWNER MUST CLEAR THE AREA AROUND MAIN SERVICE PANEL TO PROVIDE PROPER WORKING CLEARANCE OF 3',PRIOR TO AND FOR PV INSTALLATION. r FOR CONSTRUCTION N PV ARRAY 1 -MECHANICAL LOADS Array Area: 353.7 fl Total MECHANICAL Dead Load: 3.22 psf -- - - - 33' - -� � E F NRFGpS(, Array Weight: 1138.21bs Avg.Dead Load Per Anchor: 12.9 Itis w ,.yamus abbxRu 53Ne CWvutr Anchor Ory.: 88 Z-11" Design Values by Roof Zone: Corner Egde Interior 3• �y 5 Max.UmRac Rail Span I 430 woodland Ave,Unit A D ;24 O.C. 48 in.O.C. 48 in.O.C. 6 aloomfieltl,Cr 06002 Max.UnlRac Rail Cantilever O.C. 16 in.O.C. 16 in.O.C. Adjusted Anchor Span: ---- ----- ---- ----- - -- - 1 O.C. 24 in.O.C. 24 in.O.C. 2T-Y GRID-TIED Downforce Point Load: 2 lbs 200.2 lbs 200.8 IbsPHOTOVOLTAIC SYSTEM Uplift Point Load: 21Ds -75.2 lbs -60.91bs ' ---- ----- ---- ----- Minimum Anchor Strength: 400 Ibs _ 9.30(l DC @ STC Average Safety Factor: 6,05 '. ASHTON,JOSEPH PV ARRAY 2-MECHANICAL LOADS 29•_5• 1 BERNACHE ST. Anay Area: 177.011Total Photovoltaic Dead Load: 3.12 par (N)SolarMount Rail(typ) LEEDS, MA 01053 Array Weight 552.3lbs Avg.Dead Load per Anchor: 23.0 Its 16-7" — — —— ——— —— —— —— ——— —— —— Project#1042/531 Anchor Ory.:1 24 .ease• Enka Stith Design Values by Roof Zone: Comer Egde Interior • Rob Muldoon Max.UniRac Rail Span: 60 in.O.C. 60 in.O.C. 60 in.O.C. 9•-9• g•-9• +• 2019-03-18 Max.UniRac Rail Cantilever. 20 in.O.C. 20 in.O.C. 20 in.O.C. (N)PV Array 1: REVISIONS Adjusted Anchor Span: 48 in.O.C. 48 in.O.C. 48 in.O.C. —— —— —_ —— —— —— 20 Silfab q 6y Date Notes Dawnforce Point Load: 368.4 Ins 368.4 lbs 368.4 lbs SLA 3 1010 M Modules Uplift Point Load -315.2 lbs -197.1 lbs -123.0lbs 2' Minimum Anchor Strength: 400 lbs Average Safety Factor: 2.60 Equipment Specifications: 2x8 SISTER UPGRADE $ Module: 30 Silfab SLA 310 M REQUIRED ON ROOF 2. SEE 3 ( ) 10.$.. 13.$.. 8 Inverter 1: (30)EnDhase Energy I07-80-2-US STRUCTURAL DETAIL AND Sealed For Racking:UmRac SolarMount CALCULATIONS PACKAGE FOR Existing Roof& Attachment Flashing: UNIRAC Flash Kit Pro Dark ADDITIONAL INFORMATION. Attachment Only Roof Specificatlons: — 23-6 1woF S Roof 1: Roof 2: 10" Asphalt/Comp.Shingle Asphalt/Comp.Shingle 2'x 8"Rafters @ 2"x 6"Rafters @ 6 At S 24"O.C. 24"O.C. CIVIL � Eave Height:9 ft Eave Height:9 ft �_ k No.54034 Pitch:37° 1 Azimuth: 190° Pitch: 16° 1 Azimuth: 190° _ — _ 9Fo sr e ` - ,J Array Size:20 Modules Array Size: 10 Modules (N)PV Array 2: 16 d' Di9;u,IN:gnee Iry folie carves UoiRac SolarMount Mounting Notes: 10 Sitab Dau:2019b3.1818:50:09 Integrated Full System Grounding and Bonding to UL 2703 SLA 310 M Modules —— —— ——— — — —— -06M. Total Quanfity of Attachments=112 . Roof Zones are defined by dimension,a=3.0 ft. -- -- --- - - -- E • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Rail Span Racking and Attachment: UniRac SolarMount with UNIRAC Flash Kit Pro Dark attached with 745151 16-4- 5/16X4 SS LAG SCREW HEX HEAD All Dimensions shown are to module edges, including 1/4 in.Spacing between Modules required when _— —— ——— —— —— 3/16"=V-0" using the Top Clamp Method. The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End (N)SolarMount Rail(typ) 2.-5.. MODULE LAYOUT Clamps. UmRac requires one thermal expansion gap(4 in.)for continuous sections of rail greater than 40'in length . Array Installed according to the UniRac SolarMount Design&Engineering Guide PUB14NOV03 PV-A02 \ /� A O� • Attachment Locations, If shown,are approximate. Final adjustment of attachment location may be . -- -- - --- 18' { 1 V /'1 necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION DETAIL LEGEND Miom- RGS Inverter ❑ "011 fo amyco ,µy Trunk _ Cable 420 woodland Ave,Unit A Module # —0 —0 —0 —0 -0 aloom00d,Ci 06002 Number 1 2 3 4 5 GRID-TIED PHOTOVOLTAIC SYSTEM -0 -0 —0 —0 —{] —0 -0 —{] -0 9.301 DC @ STC ASHTON,JOSEPH 1 BERNACHE ST. LEEDS,MA 01053 6 7 8 9 10 11 12 13 14 Pmject#10421531 -ER Erika Stith Ems.. Rob Muldoon -0 -0 -0 -0 a� 2019-03-18 REVISIONS # By Date Notes 15 16 17 18 19 20 2 (N)Pv Array 1: , 20 Silfab SLA 310 M Modules e R —0 —0 —0 -0 8 21 22 23 24 25 (N) PV Array 2: 10 Silfab SLA 310 M Modules —0 —0 —0 —0 —0 26 27 28 29 30 a 114'= 1'-0' MODULE LAYOUT (2) PV-A03 NOTEFINAL BRANCH CONFIGURATION TO BE DETERMINED DURING INSTALLATION FOR CONSTRUCTION ` i Rail 8 Anchor Assembly iA/11� • UniRac Top-Clamp RG'J' ;��^d� .90 : UmRac Standard L-Foot wENiGN E R aY • UNIRAC Flash Kit Pro Dark s ORLON& M COMI'mr Module • (1)5/16"x 3-1/2"S.S. Lag 420 Woodland Ave,Unit A 3�OM' with 2-1/2"Minimum aloomfield,006002 g p�ryR Em Rooftop Rpot1 Embedment m t1 4 OG .Ro°f2 Sheathing 2 OG GRID-TIED Psp \JGomp St`1� Fa 2A OC- X8 RBS x'24 PHOTOVOLTAIC SYSTEM ha 2x8 R ft s 24' 1 xfi R � ss 9.301 DC @ STC ASHTON,JOSEPH 2"xb 1 BERNACHE ST. LEEDS, MA 01053 Project#10421531 � Attachment Detail Erika Stith Attachment Profile -R Rob Muldoon / 1 \ Scale: 3/4" = V-0" ,". 2019-03-18 REVISIONS 16"Max Roof FramingPV Module Rail Overhang # By Data Notes Tr 1TTr Tr Roof Anchor Landscape:-8.3 in. a 8 Flashing Portrait:-15.4 in. Landscape:-22.5 in. e $ Anchors located Portrait:-34.3 in. id on alternate roof Sealed For framing members 1.50 in. Existing Roof& �----39.0 in.—{ Attachment Only 48"Max Ain TSolarMount�Rail nchor Spac Mammg 1 8 Sta ered Attachment Detail T . "°° A `"OF44 3 T 2x8 SISTER UPGRADE s Not to Scale silfab REQUIRED ON ROOF 2. SEE i AL T �m SLA 310 M STRUCTURAL DETAIL AND CIVIL40 65.0 in. No.5540:14 � 1s"Max CALCULATIONS PACKAGE FOR v IT Pie LL Rail Splice Rail Overhang 1 ADDITIONAL INFORMATION. sroNAL 1 A Digitally signed by John 7 T WEEBLug SS Washer Calvert Ground Wire ® &Nut Date:2019.03.1818:50:27 B l— -- B I-- Uniraa Rail -06'00' SS Boll B o Distance from Module 'enter Minimum Maximum Long Side,A 14.0 in. 16.7 in. Stagger splice locations Min of 2 supports VARIES within the each row of modules on either side of splice Short Side',B 6.9 in. 9.6 in. SS Flat Washer ss Bae with a max spacing of 24" •cop-clamps mey be used oa me short DETAILS Sides of the Module Rail Splice Detail UL Approved Mounting Locations ��� Grounding Lug & Rail Not to Scale Not to scale V Not to Sole PV-A04 2x8 SISTER UPGRADE REQUIRED ON ROOF 2. SEE RGS STRUCTURAL DETAIL AND N E R CaY CALCULATIONS PACKAGE FOR 0SJ OONflANr ADDITIONAL INFORMATION. 420 Woodland Ave,Unit Bloomfield,R 06002 IX mww OR 81fATNRY3 MI NSTASIa "i Ara alp. GRID-TIED PHOTOVOLTAIC SYSTEM ftf J%sTd Ns 9.300kW DC @ STC Ml apTfRMEMUi iOBE FILL u:Iw*n ArtACN rolErrrw'rERw� ASHTON.JOSEPH aRrPSaN eoamam surEiss erA0OFlfO ravAw eorraXQ 1 BERNACH 1ST. rroc, LEEDS,MA 01053 Proleot#10421531 r m Enka Sbth ldsdaa rwT iilEls - IEI c7iLlai oIs mR Rob Muldoon s6rERRAFrER ro eF.w opFrnr ON IFI rarrwrF re. 2019-03-18 of wur. REVISIONS OPTION 1 -FULL LENGTH SISTER see LET1ER FOR uemrnEw�NOrN AIvo IS By Date Notes rz OECIallo aR srfwrr+nO a .i MI WSTAU-SIef9CNAYcuP, r x IEf NAFr3R5 MI NITEAeEABEATOMF. \ENaT1{ArtACN rOIFINirEN WI 9Ir1yON SOK?JA YREW! sTAecE aFo TOP Aw.onov a a Is•O.c. 5 $ 4NNKly NOTPIrEW BE) MU.MST g serER RAFTER.o 6E.n g o'WALL. oN IEI rOPMTE j OPTION 2-OVERLAPPED SISTER ,' BFE lFT1ERFdr WGNAOE W LFMGrNMLX�. Z— (NI FMTEfl RATER 6 ��INI 3111 flAFrFA gEEE IEI RATIFA `a SECTION A-A $ S1 SISTER UPGRADE OPTIONS ALTERNATIVE FASTENER SCHEDULE: 10d NAILS STAGGERED TOP AND BOTTOM AT S"04. VARIES DETAILS PV-A07 FOR CONSTRUCTION Roof Zones for Enclosed Buildings2 Su ested Bill of Materials RGS NOTE:Materials Listed below are subject to change during final Installation. E N E R G Y .WEMCA'S OMbI 90.M C P.wY PART DESCRIPTION PART NUMBER CITY MDi1M11M OFSIGN I DAM PxOTOVOLTAIC MODULES RO Woodland Ave,Unit SILFAB SIA 310M tal3wM 30 Bb°Tfeld,U 015001 115 110 R. INVERTERS l Duly WYO ASO Walls & Roofs E^Phase grew ln]co-bUS Ii US 30 GRID-TIED zMEyM En One MamLoxn9 - PHOTOVOLTAIC SYSTEM Ipcommner Plus with lG Envoy K IQ Mil 240 2 1 9.3001SW DC @ STC ROOF MOUNT MATERALS ASHTON,JOSEPH UMNe[SaamtoumtalBAcomamHnn - - IBERNACHE ST. 1 MILL RUN DARK FINISH udi MIL BUNDLE(1441 3101080 v LEEDS,MA 01053 ^ SM ENM"P D DRK AL 3°x0230 24 eNEP Project#10421531 SM BAD MIOCWAP OR DRN SS 3020290 e8 � BAD Archers rMR th,statistics DRN 30301811 30 WA.E�N Erika Stilh "a" : Ancnorsamounn�M BrarRen Rob Muldoon ANCHOR ME-Unim:Fl-hut Pro Dark W1o500 112 vwxtx wsc 2019-03-18 `\ f1EM.1.4tBeIANCf OF SYSTEM - - REVISIONS °) E pli Eni Trunk Cable,240 VAC,Parthet-(Per CmheMq @12.1R2W 39 1/ By Date Notes Flat Roof Hip Roof(7° < 8 5 27 End, Branch Terminator G'TERM'10 3 I Emim—Smi ini OdEAL-1° 9 MICRO MINT Bed)TdMT IN INN 3/4 S5 MICMIMM BNO�T.BOIT I/41XK 3/4 Be 2 - Combiner$UP Pares,Cax Betaken - InveRer01reaker(F(-M220BREAKERI8R ...NEN DR220 3 4 $ - AC Oiuonnatla and Fuses - S 4 ITCH TERMINAL GROUND MR NEMA 311 NON FUSIBLE pU233RB 1 \/rJe \/aJe 4 iERMIHAI BROUXO Bare RIL GETGN4 1 ImNebIn antl MiNIIIamem, - BASE MURMYSIl02A, IBM 2P 3W 5lm. 1 Gc uner.,WY.B.conaurc ley ug WEE 12 Gable Rod(9 <_ 7 ) Gableaof(7 < 9545 ) WILEYELETRONICSACAR8CABLECySFORmh6J&SSXWOI NEla J3 2 O O 0 WILEY ELECTRONI6MME CABLE CLIPS FOR PV WIRE WEE&ACGPV 120 8 - O4uP.100I h1 Cable CFrP G{UP-1OD 120 x ❑ app Zorm ■ W4 Zvi Ya . CORIBf201108 sou0e<LrvRwF.Mm End vrowl Gna lug_G'DIN Rax uls03R sO186 8 .�.°.I,—.sa.� .....,... d ,..� - naafi I Prt..,,w r,.n.rt yp.w.,mrl urle them.fisc'-Bess..Nonce let l p3I '� z I.N na n,NN.x,.alweF P,ar.R..a3eR MVYR r a..Y xam d..m3kam.maremea> 1 hbP a..M1.,,. esiS•.]m,.9eW trPuudu Lr: - . 1 Io Alecese�N w Mwv rlbss qsR Uak.,mv Be aaTaWJ.aYe+r.s 4k�eR,e ra+eal wR\c kwAs e2fanrss,�etl sse. - I mrm e1° s I Rl0 sads Nlsx BvvwW°Isuuxm w 0 a\mku.wss u wYw.Ou ad lw lig Wber MB oElew.wvmal0�lP0 . B 9M 4 ♦ MeeR lo[IYIBkI'J MMISMIeAesY9eMeaRMEla 2e11bWNYnWai/el`!0•. - L Q AMeafPYPe olswlRdn\.veeLntrOsa Not to Scale MATERIALS 34s PV-A06