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29-226 (3) 152 ACREBROOK DR BP-2019-0199 GIs#: COMMONWEALTH OF MASSACHUSETTS Map-.Block:29-22e CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit. Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGLLcc.1144/2�A) Cateeom SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0199 Project# JS-2019-000330 Est.Cost:$H388.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License. Use Group: SUNRUN INC 080034 Lot Siu(sa.ft.): 14984.64 Owner. CULVER KENNETH R&RUTH DEWOLF CULVER Zoning: Applicant: SUNRUN INC AT. 152 ACREBROOK DR ApplicantAddress: Phone: Insurance: 734 FOREST ST STE 400 (978) 793-8584 Liability MARLBOROMA01752 ISSUED ON.• TO PERFORM THE FOLLOWING WORK.INSTALL SOLAR ROOFTOP SYSTEM - 21 PANELS 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 Signature: FeeTvoe: Date Paid: Amount: Building $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2019-0199 APPLICANT/CONTACT PERSON SUNRUN INC ADDRESS/PHONE 734 FOREST ST STE 400 MARLBORO (978)793-8584 PROPERTY LOCATION 152 ACREBROOK DR MAP 29 PARCEL 226 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST NCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL SOLAR R OFTOP§Y-,TEM-21 PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildine Plans Included: Owner/Statement or License 080034 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: _Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Sita Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER:§ Finding Special Permit Variance• Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. . Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. RECEIVED � (ar AUG 1 5 2018 Department use only ty of Northampton Status of Pelmit: B Wain 1 Department curb CuVDriveway Permit -- ,no"212 Aain Street Sewer/Septic Availability -- - R. )om 100 Water/Well Availabiliy Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 PloVSile Plans Other Spedy APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map 29 Lot 226 Unit 001 152 Acrebrook Drive Zone Overlay District Elm St.District Co District SECTION 2-PROPERTY OWNERSHIPIAUTHORI2ED AGENT 2.1 Owner of Record: Kenneth Culver 152 Acrebrook Drive Northampton MA 01062 Name(Print) Current Maslrg Address: (413) 584-7092 Telephone Signature 2.2 Authorized Aaent: Craig Orn 734 Forest Street, Unit 400 Marlborough, MA 01752 Name(Print) Current Melling Address: (978) 793-8584 2ZSl�ab as TMephons ION 3- TIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by milt applicant 1. Building 3,416.00 (a)Building Permit Fee 2. Electrical 7,972.00 (b)Estimated Total Cost of Construction bpm 8 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fee Protection 8. Total=(1 +2+3+4+5) JRR Check Number dl This Section For Official Use Only Building Permit Number. Data Issued: Sig re: BWIEIng Com llmpeclor of BUMeps Dale Section 4. ZONING Ali Information Must Be Canphued.Penult Can Be Dented Due To Incomplete IMormation Existing Proposed Required by Zoning This cdmnn m be filled in by Building De mannmt Lot Size Frontage Setbacks From Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lpam mima bldea pavd BofPuking Spaces Fill: vsW a.Lamm A. Has a Special Permit/Variance/Finding ever been issued fox/on the site? NO ® DONT KNOW YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW 0 YES IF YES: enter Bods Page and/or Document R B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO Q IF YES,describe size, type and location: E. Will the construction activity disturb(desnng,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over lam? YES 0 NO ® (No ground disturbance, rooftop mounted) IF YES,then a Northampton Storm Water Management permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New Nouse ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing Or Doom D Accessory Bldg. ❑ Demolidon ❑ New Signs (t7] Decks [[3 Siding 0] txherl34 w Description of Proposed Installation of an interconnected rooftop solar system. Albration of e:istkg bedroom_Yes V No Adding new bedroom Yes ✓ No Attached Nanasve Renowfing unfinished basement _Yes V No Plans Agechad Roll -Sheat ea.If New house and or addition to existing housing,complete the followina: a. Use of building:One Family Two Family Olhw b. Number of rooms in each family unit Number of Bathrooms c. Is them a garage attached? d. Proposed Square footage of new consWction. Dimensions e. Numberofstodes? f. Method of heating? Fireplaces or Woodstow s Number of each_ g. Energy Conservation Compliance. Messcheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 it of"tends?_Yes _No. Is construction within 100 yr. floodplain_Yes_No j. Depth of basement or center floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes_Nc. I. Septic Tank_ City Sewer_ Privatewell_ Cityweter Supply_ SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject wwem hereby authorize Sunrun / Craig Orn to act on my behalf,in all madam(Native to work authorized by this building permit application. Signature of Or Data 1, Craig Orn as OwmedAuthonzed Agent hereby declare that the statements and information on the foregoing application are we and accurate,to the beat of my knowledge and belief. Signed under the pains and penalties of perjury. Craig Orn Print Name /n It-36 Q, Signature of Ow Agent Dale SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Comtruction Supervisor. Not Applicable 0 Name of License Holder: Craig Orn CS-080034 license Number 734 Forest Street, Unit 400, Marlborough, MA 01752 01/22/2019 ndame Expkalbn Date In 78) 793-8584 Signal. Telephone 0.Reoleterrid home Inumove nsrrt Contractor: Not Appliceble 0 Sunrun 178937 Comnanv Hem Registration Number 734 Forest Street Unit 400 Marlborough MA 01752 06/02/2018 Address Expiration Date Telephone (978) 549-9438 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C.162,§26C(6)) Workers Cmnpernsation Insurance affidavit must be completed and submitted with this applimbon.Failure to provide Mir aifidevM will result in the denial of the issuance of Me Wilding permit- Signed erm/S ned Affidavit Attached Yes....... 9( No..... 0 11. - Home Owner Exemption The current exemption far"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,proylded that the owner acts as Supervises.CMR 780. Sixth Edition Section 100.35.1. Definition of Homeowner.Person(s)who own a parcel of land on which he/she resides or intends to aside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use end/or farm structures.A berm be t Lha man than e home in a two-year period shall not be considered a hennowner. Such"homeowner"shall submit to the Building/Official,on a form acceptable to the Building Officia4 that he/she shall be responsible for all such work Performed under the Wither permit. As acting Contraction Supervisor your presence on thejob 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 Employes to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be Ila bk for person(s) you hire an perfomt work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Cade,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street,Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 152 Acrebrook Drive The debris will be transported by: Workcrew The debris will be received by: Shoo dumpster (a734 Forest St., 01752 Building permit number: Name of Permit Applicant Sunrun / Craig Orn Date Signature of Permit Applicant ' \ The Commonwealth of Massachusetts Department of InductrialAccidents I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia 1Forkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/OrganiutioNIndividua0:Sunrun Address:775 Fiero Lane, Suite 200 City/State/Zip:San Luis Obispo,CA 93401 Phone#:978-549-9438 Are you an employer?Cheek the appropriate box: Type of project(required)' 1.E✓ I am a employer with 35 employees(full and/or port-time).' 7. ❑New construction 2 I am a sole proprirow or partnership and have on employees working for mein g. ❑Remodeling any capacity.[No workers'comp.marmnce rdprired] 3. Ienahomeownc,doin IIworkmself Mo workers'co �. 9. El Demolition g a y rap.so kinie repo] ]' 10❑Building addition 4.�Icorm,honcownrrandwillbehying cormers'ou cmeatioallworkon r property. (will that all connectors either have workers compensation numerator we sole 1LE]Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 501 an a owners]toreador act I have must the subcontractors listed on the amchN sheet mese sob-oomartrs have e to d have workers'co 13.0Roofreairs rap yews an rap.irumaaee.r 6.❑We are a cnd rcoapMGI,c. 14.❑Other Rooftop Solar 152,t1(4),andwe have no ern,loyece.Mo workers'oump.ivmormerequied] *Ary applicant that checks box MI must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this aaidavit indicting they are doing all work and then hire outside contractors must submit a new andavit mdicatino such. lContractars that check this box most aaached an additional sheet showing the name of the sub-conaadors and son,whether or not those entities have employees. Ifthe subcontractors have employees,they most provide they workers'comppolicy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Li,.#:WC013696003&WC013696103 Expiration Date:10/01/2018 Job Site Address:152 Acrebrook Drive City/State/Zip:Northampton MA 0106 Attach a copy of the workers'compensation policy declaration page(showing the policy number and eapiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cedffy under thepafas andp�enYalJfies ofper' ry that the information provided above 2s true and correct Stimulate. i <- Date: Phone 4,978-793-8594 Oljicial use only. Do not write in this area,to be completed by city or town olJlcfal. City or Town: Permit/License# Issuing Authority(circle one): 1,Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone It Craig Orn / 734 Forest Street, Unit 400, Marlborough, MA 01752 (978)793-8584 craig.orn@sunrun.com mapermits@sunrun.com ® Massachusetts Department of Public Safety Construction Supervisor Board of Building Regulations and Standards Restricted to Unrestricted - Buildings of any use grasp,vhich contain License: CS-080034 less than 3F.WC cubs feet (99t cubic meters) of Construction Supervisor enclosed space. CRAIG M ORN 73 WALNUT ST OXFORD MA 01540 Failure to possess a current edition of the Massachusetts Expiration: State Building Code is cause for revcutlon of this license. /Commissioner 01122/2019 DPS Licen s ing 1nfor matien visit:WWW.MAS S.GOVIDPS ]L.\ oft..r m..u..6HM..6 aW�.rrgWWn NOMEa1aa0VEMevr CONrae M TT -' 3Wpbnva CEa BinsuAm EEW M W 180110 10,13,2018 Sunrun YIbIMbn.Sar*m sic. crid;On ( 775 Fleru Lane sabm Sen Lub Obispo.CA,93401 _) IhndsraecralMy AP � ..amaa �wsn.r.w v aanyw3nn n.0eve nview evw Wnlwonly a.1w.6u.glr.WnaNw aberwnarmw: oac 6t CamumrM email Euvrale aKu1W.n to P.rx Pl .suftmmm ea.bn.MA x1116 �� /-�z /AI tri valid W10toMt mgnmm hNnI nal.goodaopnh a Mnb 150*3a053bdS413•Iprojecbr=1 1n A� CERTIFICATE OF LIABILITY INSURANCE 911112017" 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), AITTHORMED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlfkate holder is an ADDITIONAL INSURED,the policy(Ws)must have ADDITIONAL INSURED provisions or W endorsed. H SUBROGATION IS WAIVED,Subject he the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certHlcate does not confer rights to the certificate holder In lieu of such endomement s. PRODUCER CONTACT E: Arthur J.GallagherB Co. F"D 415-546-9300 PA. .415-53fi-8499 Insurance Brokers W CA. Inc. License 80726293 1.R. em 1255 Battery Street 9450ADDRESS- San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAICr INSURERA:Zurich American Insurance Company _ 16535 INSURED SUNRINC-01 INSURER a,Navi atorsSpecialty Insurance Company 36056 Sunrun Installation Services,Inc. IN&JRER G: 775 Fiero Lane,Suite 200 San Luis Obispo,CA 93401 INSDRER0 ."W..E: INSURER F: COVERAGES CERTIFICATE NUMBER:926932864 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED MOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, USSRTYPE OF IHSURINCE PoUCYEFF PDUCYE%P LTR INSO W e POLJCY NWMR WD M LIMITS B % CO RIERCIALGENli jiABILT Y U17CGL2303211C 1011QO17 10/1/2016 EACH OCCURRENCE $1,000.000 CIAIMSMME OOCCU0. DAMAGETO ED PREMI .—J,eme $3001000 X 554.000Retention MED ESP(My me 1—) $5,000 PERSONAL H IOV INJURY $1,000.000 GENT AGGREGATE LIMIT IiPPUES PER GENERALAGGREWTE $2,000,000 X PoVCYO JECT �LDG PRODUOT$-fgMP/OP AGG $2,000,000 OTHER: Total Policy Limit $10,OOD000 A sV"O.LELIA.I Y BAP915542504 101112017 10112016 EanCCiEMI $2,000.000 _ X ANYAUTO BODILY INJURY(Par parsm) E OWNED MITOS ONLY $AU7RULE0 QOpILY INJURY(PBrami08n0 E AUTOS ONLY AUT ONLYPR PERTY $ Po,ec Bnl E UMBRELLA LIAB o[gUR EACH OCCURRENCE $ EXCESS LIAB ZeI MADE AGGREGATE $ vED 1 1 RETENTIONS $ A WORNEa$COMPEJre .N WC013696003 10112017 10/1/2019 ER OTH- A AND M MOYEM IN&LJLY YIN WCm3696103 10112017 10/1/2018 % STATUTE ER PM'PROPNETO.RTHEP/EXECUTIVE NIA E. EACHACCIDENT $1,000," MBER W OFFIC EREMEXC DED? aundamrI In NN) EL DISEASE-EA EMPLOYE $TWO C00 L yes mw.JNn knew DESCRIPTION OF OPEMTIONS Eebry ELp$E45E-PoLDY LIMIT $1.000,WO DE UmIPHON OF WERATMNS I UOCAmOXS/VEHICLES(ACORD 101,Admit Pernmen S[Mdub,nwy INS Stri X MM suce IS ESPIred) WC013696003-$25,000 Deductible;WC013696103-FL, HI,MA,NJ,NY,OR,VA,Will only. Named Insureds:Sunrun Inc.,Sunrun Installation Services Inc.,Sunrun South LLC,AEE Solar, Inc.,Clean Energy Experts LLC,Sunrun Solar Electrical Corporation Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ('.ilY of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 212 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Northampton MA 01WO ALUMHHH1ORRDE'O�REP'RyMSMTATTATyIIVVVEE _ v ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD `%& sunrun- August 03, 2018 Subject:Structural Certification for Proposed Residential Solar Installation. Job Number:221R-152CULV;Plan Set: Rev A, Dated 8/3/18 Client: Kenneth Culver Address: 152 Acrebrook Drive, Northampton, MA, 01062 Attn:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x6 Rafter @ 16" OC. The roof is sloped at approximately 18 degrees and has a max rafter span of 11' 30" between supports. Design Criteria: • 2015 International Building Code w/780 CMR • Basic Wind Speed Vult= 117 mph (Vasd= 91 mph), Exposure B • Ground Snow Load =40 psf After review of the field observation report,the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Sage Lopez, P.E. `���'A Af4SS,�� Civil Engineer Sunrun, Inc _y4 P Z U NO. 470 �+ ► A`'�_ FCiSTEPEp R � 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 sunrun, Structural Calculations for the Kenneth Culver Residence PV Installation Date: 8/3/2018 Job Address: 152 Acrebrook Drive Northampton, MA, 01062 Job Number: 221R-152CULV Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load,Snow Load,Wind Load,& Dead Load 3 Roof(1) Framing Check 4 Roof Attachment Check, Seismic Check, &Scope of Work Engineering Calculations Summary Code: 2015 International Building Code w/780 CMR ASCE 7-10 Snow Load: S= 40 psf Live Load: LL= 20 psf Wind: Wind Speed Ult.(V)= 117 mph Exp.= B PV Dead Load: DPV= 3.0 psf Sincerely, Sage Lopez, P.E. ���tH M,jS 4, Civil Engineer Sunrun, Inc , --:`� iwz _ m U A NO. 410 y► j'AL RFCISiEPE� �P 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 Engineer:SVL Date: 2018 Job:221R-152CULV � Address: 152 Acrebrook Drive Northampton, MA,01062 2 of Structrure Geometry: Mean Roof Height,hi = 13 ft Eave Height,h, = 8 It Building Length,L = 26 it Building Width,B = 40 it Module Area = 20 ft° Roof Pitch,B = 18 degrees Live Load: Roof Live Load,Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load,as, = 40 psf Fig.7-1 Snow Importance Factor,is 1 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 7-3 Exposure Factor,Ce = 0.9 Table 7-2 Roof Slope Factor,C, = 0.95 Figure 7-2c Flat Snow Load,Pr = 35.0 psf Equation 7.3-1 Sloped Roof Snow Loads,Ps = 33.1 psf Equation 7.4-1 Is the width of the roof>20ft? Yes Drift Height,he = 1.60 ft Figure 7-9 Roof slope for a rise of one,S 3.08 Unbalanced Width = 7.50 ft Fig 7-5 V = 19 pcf Equation 7.7-1 Unbalanced Snow Load = 50.69 psf Fig 7-5 Wind Load Basic Wind Speed(3s-gust),V 117.0 mph Figure 26.5-1A VASD = 91 mph Building Occupancy Category = 2 Table 1.5-1 Exposure Category = B Sec 26.7.3 Topographic Factor,Kr = 1.00 Equation 26.8-1 Adjustment Factor,A = 1.00 Figure 30.5-1 Edge Zone,a = 3.00 it Figure 30.5-1 Uplift 10.6W1 Zone 1(psf) Zone 2(psf) Zone 3(psf) Preao = -21.92 -36.14 -54.28 Figure 30.5-1 Prxt 0.6 x A x Ka x Pnm3ol = -13.15 -21.68 -32.57 Equation 30.5-1 Downward(0.6W) Zone 3(psf) Zone 2(psf) Zone 3(psf) Pne,ao = 12.94 12.94 12.94 Figure 30.5-1 Prep=0.6 x A x Kn x Pne,av = 9.60 9.6D 9.60 Equation 30.5-1 Dead Load: Roof 1 Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x45tuds@16" 2.0 2.6 Rafter @ 16"OC 2.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof D.= 11.0 psf Total Wall DL= 12.0 psf 133 Technology Dr.,Suite 100, Irvine, CA 92618 1 P 949.393.0993 Engineer:SVL 018 Datebrook rive Job: 221R-152CULV � Address: 152 Acrebrook Drive Northampton,MA,01062 3 of Roof Ill Framing Check: Roof Framing = 2.6 Rafter @ 16"OC Timber Species = Spruce-Pine-Fir d1/42 Max Beam Span = 11.83 it b 1.5 in d 5.50 in Moment of Inertia,Ix = 20.80 in° Section Modulus,S, = 7.56 in' Bending Stress,Fb = 875 psi Elastic Modulus,Emm 510000 psi Co(Wind) CD(Snow) CLs Cm ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 Q CF Cm O Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width,W,, = 2.75 it PV Tributary Length,Lpv = 4.0 ft PV Tributary Area,A, = 11.0 ft' PV Dead Point Load,Put=Ppvx At = 311b Roof Distributed Load,wDL 30 plf Load Case: 0.6DL+0.6W ICD=1.61 Roof2one = 1 Pup=P,,tx At+0.6x Pox C0s(8) = 12616 Mblwib ,pl = 160 Ib-ft Fb'iw,ndl=FbxCoxCu XWXCexQxCFxCmxC',xC, = 2407 psi Maiawam.=S,x W iwinal = 1517 lb-ft > 160 OR Load Case: DL+0.6W (CD=1.61 Pe—n=Pnn x At+PD x Cos(B) 13716 Mbl.Man.nl = 468 16-ft Fb'(wmd)=Fit xCo xCB xGv xQ xQ x6 xCm xG xC. = 2407 psi Manm,.m.=Sx x Flotwinel = 1517 lb-ft > 468 OR Load Case: DL+0.75101+07551CD=1.61 Roof Snow Distributed Load,wSL = 47 pit Pt—=P,x Ai = 34716 MN.ind,mwl = 96316-ft Fiiw�ndi=Fit xCDxQs xCmxQxQxC1xC1.C..C. = 2407 psi M.iw.wii=Sx x N't—) = 1517 Ib-ft > 963 OR Load Case: DL+5 ICD=1.151 Roof Snow Distributed Load,wSL = 47 Fif Panow=P:x At = 34716 Mitt—) = 97916-ft Fdiano.l=Fit xCo XCs xCm xQ xQ xCF xCrn xG xC. = 1730 psi MA— i<=S.x W(t—) = 1090 lbit > 979 OR 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.393.0993 Engineer:SVL Date: 018 Job:221R-152CULV � Address: 152 Acrebrook rook DDrive Northampton, MA,01062 4 of Rafter Atazhments:0.6Da0.6Rafter Attachments: WWZone 2121 Puolm=Atx Pft = 220 Ib Connector Uplift Capcity per SnapNRack Test Results = 60016 220 OK 5/16'Lag Screw Withdrawl Value = 205 lb/in Table 12.2A-NDS Lag Screw Penetration = 2.5 in Allowable Capacity with Co = 820 Ib 1 220 OK Seismic Check: Existing Dead Load: Solar Dead Load: Ammeanins = 1040 ftz W,el = 42 Ib W,tm..., = 8320 lb Numwoei = 21 A-11iii = 1056 ft' W,-1. = 882 Ib W-11....t, = 12672 Ib Wim = 206 Ib WmWI = 209921b Warm, = 1088 lb %,rcrease=lWrauia W.,m,1/W—1 = 22080 "100%-100% = 5.18% 20992 ""The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr.,Suite 100, Irvine, CA 92618 1 P 949.393.0993 ROOF TYPE MOUNrMa OEraL k30F HEICXT RCOE FRAME FRAMf TYPE FRAME MANFRAME GC HOOF FI%tE MAXPEN MM1XM�. DESIGN CRITERIA. E%POSVRE MATERIAL BI2E SPPN 6PACING ZONE BPAGING Ov[ftXANO MODU 8: AR-01 COMP SIiINGLE FUSXEDL FOOT. YEE PEN 063. 15TO RY ATTIC WOOG RAFTER YX6 11''10' ifi' 3' a' 6' T-0' REO SOUR.REC290TP2@LH MWU SOWS: ARG <:1MW 911NGLE FIA$FIEDLFOOT. :IEE PEN OTi. iSTORY RTTIG WWP RAFTER 2%8 1,10' 6596'eB9.25'ii 6$130MM) MODULECWMPD: P.1,8Z. IGA' o1-AR41-BGALE 2It61m t' LalUacgp:a5' 40' PITCH:18' M DISTRIBYIED LOAO:,B PSF ed•— pp.tl- tl'd'-- SNOW PEED:a0 PBF AZIM:lNI' { y/IHD Hl,SF iRMPH 3SEC GUST. SCREWS' W16-0 S:25'MIN EMBEDMENT NOTE o-T NSTALLERS TO VERIFY Mr. Q SIZE SPACING AND SLOPGD G1TP—+ SPANS AND NOTIFY EOR OF ANY DISCREPANCIES BEFORE F PENEFOXCONSIMI 8'-$ FULLv ST.CGEREO O1"PR-0]-SCALE'SIV6_t'-0" P?OR l8° A2ScS3` sunrun 111 t -10'_ 8' t I_ CfS0120 }—ETYP— miwwu�,�"un rrwuram...m n m�mwr CVSTNETXCULYFft RftESWENCE: ti I 152 ACRBROOHVRIVE, _ O -0 NORTNAORTIMMMON.MA 01083 t 5'-8' TFtb)69i-Te92 PPN# :HHAMO]CO24eWRSWIW01 <3 9 O PRI TNVMBER: 221RiS2.1 1't0• 'ANNAAA LDESIONER, (Tp14]5]995ULCYz uotieOUT810RII1B4 .10 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE: 609OW DC,5000W AC • ALL WORK SHALL COMPLY WITH NEC 2017,2015 IBC, MUNICIPAL CODE,AND SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (21)REC SOLAR: REC290TP2 BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE • INVERTER(SI: • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. RAIL PV-2.0 SITE PLAN (1)NINGBO GINLONG TECHNOLOGIES: SOLIS-I P5K-4G-US • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. PV-3.0 LAYOUT • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLYMP MAIN PANEL SEE PEN D03. GROUNDED IN THE INVERTER. - -- PV-4.0 ELECTRICAL • (2)GINLONG SOLIS RSD-1G 1:1 RAPID SHUTDOWN • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. PV-5.0 SIGNAGE • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL STANDOFFS& • MAIN PANEL REPLACEMENT: EXISTING 200 AMP MAIN • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. FOOTINGS PANEL WITH 200 AMP MAIN BREAKER TO BE REPLACED • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I'OR TYPE II CHIMNEY WITH NEW 200 AMP MAIN PANEL WITH 200 AMP MAIN MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER BREAKER. • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FLUSH ATTIC VENT • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. pN1 DEDICATED PV METER • 15.17 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. 0 PVC PIPE VENT INVERTER(S)WITH ® METAL PIPE VENT INV INTEGRATED DC DISCONNECT AND AFCI ® T-VENT A AC cclAC DISCONNECT(S) 11EEll qp SATELLITE DISH ODC DISCONNECT(S) FIRE SETBACKS CB COMBINER BOX HARDSCAPE F_ —1 INTERIOR EQUIPMENT —PL— PROPERTY LINE L J SHOWN AS DASHED SCALE: NTS A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT #180120 (E) EXISTING EXT EXTERIOR EST SiRFS7 AM,MuuearouaM.Ma Sl"I Cq' FIRM FRAMING o5.ae 9701 INT INTERIOR CUSTOMER RESIDENCE: Look LBW LOAD BEARING WALL KENNETH CULVER Memorial Pa# MAG MAGNETIC 152 ACREBROOK MSP MAIN SERVICE PANEL NORTHAMPTON, MAI01062 F M .. (N) NEW C, NTS NOT TO SCALE TEL.(413)584-7092 OC ON CENTER APN#:NHAM-000029-000226-000001 Northampton PRE-FAB PRE-FABRICATED PROJECT NUMBER: 152 A.eI wk Drive PSE POUNDS PER SQUARE FOOT 221 R-152CULV PV PHOTOVOLTAIC TL TRANSFORMERLESS DESIGNER: (720)475-7995 TYP TYPICAL MARGARET CAULEY V VOLTS W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET REV:A 8/3/2018 PAGE PV-1.0 ARRAY TRUE MAG PV AREA SITE PLAN-SCALE=3164"=1'0" PITCH AZIM AZIM (SOFT) ® (N)ARRAY AR-02 / \ AR-01 18° 158° 172° 179.7 P� AR-02 18° 338° 352° 197.7 FMP � SE O SM INV (N)(1)GINLONG 1:1 RAPID ° SHUTDOWN DISCONNECT (N)(1)GINLONG 1:1 RAPID a SHUTDOWN DISCONNECT � 0 (N)ARRAY AR-01 (E)RESIDENCE � f sunrun #160120 W3a FM6TST EET WW,MMLB OUGH.MA 01752 ONEW657,527 CUSTOMER RESIDENCE: KENNETH CULVER 152 ACREBROOK DRIVE, NORTHAMPTON, MA, 01062 g TEL.(413)584-7092 APR#:NHAM4)00029-000226-000001 P PROJECT NUMBER: 221 R-152CULVLV / e DESIGNER: (720)475-7995 MARGARET CAULEV / P SHEET SITE PLAN P \\✓// REV:A 8/3/2018 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 1 V-10" i6" 3' 4'-0" 2'-0" REC SOLAR: REC290TP2 BLK AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 11'-10" i6" 3' 4'-0" 2'-0" MODULE DIMS: 65.94"x 39.25"x 1.49"(38mm) MODULE CLAMPS: Portmit:8.2"- 16.4" D1 -AR-01 -SCALE: 3/16"= 1'-0" Landscape:4.9"-9.8" PITCH: 18" MAX DISTRIBUTED LOAD:3 PSF AZIM: 158° } 6'-4"—127'-8" —6'-4" } SNOW LOAD:40 PSF ® WIND SPEED: 6 117 MPH 3-SEC GUST. -- G-- 9— B"'" LAG SCREWS: 5/16"x3.5":2.5"MIN EMBEDMENT —O — —O NOTE: 8 $ — 6'-7" INSTALLERS TO VERIFY RAFTER —4,TYP— SIZE,SPACING AND SLOPED SPANS,AND NOTIFY E.O.R.OF --- g-- 0) G-- e— ANY DISCREPANCIES BEFORE PROCEEDING. PENETRATION SPACING: 0 6-9FULLY STAGGERED D2-AR-02 -SCALE: 3/16"=1'-0" PITCH: 18" ®: 338" sunrun I7 O— Q— — — I #180120 } 4'TYP- 5.-0. . ao,vaALeoaau�.eu D1752ear . eos.se e17 1517 +o+ — 0 — I CUSTOMER RESIDENCE: ip KENNETH CULVER —Q 152 ACREBROOK DRIVE, NORTHAMPTON, MA,01062 5'-6" TEL.1413)584-7092 LE)- _ I APN#:NHAM-000029-000226-000001 PROJECT NUMBER: 221R-152CULV am' DESIGNER: (720)475-7995 �{ 16'-6" —3'-4"— 19'-5" .lMARGARET CAULEY �1 SHEET LAYOUT REV:A 8/3/2018 PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE OMETER#: M NATIONAL GRID 60213651 UTILITY GRID NEW 200A / MAIN l BREAKER (z)RSO 1:1 RAPID i� NEW NINGBO GINLONG SHUT DOWN DEVICE, PV MODULES 200A (N)LOCKABLE (N)SUN RUN TECHNOLOGIES: NEMA 4X,600V REC SOLAR: REC29OTP2 BLK MAIN BLADE TYPE CENTRON 4G SOUS-IP5K-4G-US 1 + �j (11)MODULES FACILITY —' PANEL AC DISCONNECT METER 5000 WATT INVERTER JUNCTION BOX �I ¢ (1)STRING OF(11)MODULES LOADS 4 4 4 3 OR EOUIVgLENT 2 IYI /� O ✓ opo M s 1 PV MODULES ✓. � REC SOLAR: REC29OTP2 BILK 30A PV `cno .o SQUARED 240V METER SOCKET LOAD RATED DC DISCONNECT r + ��� (10)MODULES BREAKERAT DU221RB 125A CONTINUOUS 8 WITH AFCI, RAPID SHUTDOWN r ¢ (1)STRING OF(10)MODULES OPPOSITE END 3R,30A,2P 240V METER COMPLIANT OF BUSBAR 120/240VAC 200A, FORM 2S CONDUIT SCHEDULE NOTES TO INSTALLER: # CONDUIT CONDUCTOR NEUTRAL GROUND 1. 427 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. ADD 30 AMP PV BREAKER TO MAIN PANEL. 1 NONE (2) 10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 3. MAIN PANEL REPLACEMENT: EXISTING 200AMP MAIN PANEL WITH 2O0AMP MAIN BREAKER TO BE REPLACED WITH NEW 200AMP MAIN PANEL WITH s u n ru n (4) 10 AWG PV WIRE 200AMP MAIN BREAKER. 2 NONE (4) 18 AWG SIGNAL CIRCUIT NONE (1)6 AWG BARE COPPER 4. CONNECT THE RAPID SHUTDOWN SIGNAL CIRCUIT CONNECTORS PER WITHIN TC-ER MANUFACTURER SPECIFICATION. (4) 10 AWG THHN/THWN-2 3 3/4"EMT OR EQUIV. (4) 14 AWG THHN/THWN-2 NONE (1)8 AWG THHN/THWN-2 #180120 SIGNAL CIRCUIT ee.wm,ueALeoaoucH 4 3/4'EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 NONE (1)8 AWG THHN/THWN-2 MA 03752 CUSTOMER RESIDENCE: KENNETH CULVER 152 ACREBROOK DRIVE, NORTHAMPTON, MA, 01062 TEL(413)584-7092 APN#:NHAM-000029-000226-000001 MODULE CHARACTERISTICS REC SOLAR: REC29OTP2 BILK: 290 W PROJECT NUMBER: OPEN CIRCUIT VOLTAGE: 38.8 V 221R-152CULV MAX POWER VOLTAGE: 32.1V SHORT CIRCUIT CURRENT: 9.71A DESIGNER: (720)475-7885 MARGARET GALLEY SYSTEM CHARACTERISTICS-INVERTERI SYSTEM SIZE: 6090 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 481 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 353 V MAX ALLOWABLE DC VOLTAGE: 600 V REV:A 8/3/2018 SYSTEM OPERATING CURRENT: 18.1 A SYSTEM SHORT CIRCUIT CURRENT: 24.27 A PAGE PV-4.0 !DO • • • _ PHOTOVOLTAIC SYSTEM� •ITI ■ •ill■toml COMBINER PANELETRICAL SHOCK HAZARD LAB EL LOCATIONDO NOT ADD LOADSLABEL LOCATION: IN ERCO N ECTIO),PHOTOVOLTAIC SYSTEM POINT OFNOT TOUCH TERMINALS. INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,AT EACH TURN,ABOVE AND INTERCONNECTION LABEL LOCATION'. TERMINALS ON BOTH THE LINE BELOW PENETRATIONS,ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S):CEC 2016:69054,NEC 2017 69054,NEC PHOTOVOLTAIC AC COMBINER(IF PERCODE(S):CEC2016:690.31(G)(3),690.31)G)(4),NEC 2017:690.31(G)(3), 2014:690.54,NEC2011'.690.54 APPLICABLE). AND LOAD SIDES MAY BE 690.31(G)(4),NEC 2014:690.31(G)(3),690.31(G)(4),NEC 2011 690.31(EX3), PER CODE(S) CEC 2016. 69031(E)(4),IFC 2012:605.11.1.4 ]05.12(D)(2)(3)(c),NEC 2014: ENERGIZED IN THE OPEN ]0512(DX2)(3Xc),NEC 2011 ]0512(0)(4) POSITION NOTES AND SPECIFICATIONS LABEL LOCATION: •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE INVERTER(S),AC DISCONNECT(S),AC COMBINER PANEL "I110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR (IF APPLICABLE). PURIM IF REQUESTED BY THE LOCAL AHJ. PER CODE(S)'NEC 201]:692.1] •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS. • / PV SYSTEM •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING FOR SMETHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL POWER SOURCE OUTPUT BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE. — CONNECTION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT LABEL LOCATION: INVOLVED. DO NOT RELOCATE THIS ON OR NO MORE THAN 1 M(3 FT)FROM THE SWITCH. •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.42011,PRODUCT SAFETY PER CODE(S)'NEC 2017 69056(C)(3) SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. OVERCURRENT DEVICE •DO NOT COVER EXISTING MANUFACTURER LABELS. LABEL LOCATION: ADJACENT TO PV BREAKER(IF APPLICABLE). PER CODE(S):NEC 2017:705.12(13)(2)(3)(b) INVERTER 1 PHOTOVOLTAIC DC DISCONNECT •• 8.1 ADC DUAL POWER SUPPLY 1 • •• 3s3 Ilmw SOURCES: UTILITY GRID WITH . . 4e1 VDC AND PV SOLAR ELECTRIC 2a 2] s u n r u n SYSTEM LABEL LOCATION: INVERTER(S),DC DISCONNECT(S). LABEL LOCATION: PER CODE(S):CEG 2016:69053,NEC 2017:690 53,NEC UTILITY SERVICE METER AND MAIN TURN RAPID SHUTDOWN 2014:690.53,NEC 2011:690.53 SERVICE PANEL. SWITCH TO THE"OFF" PER COOE(S):CEC 2016:]05.12(D)(3), POSITION TO SHUTDOWN #180120 NEC 201]: ) NEC 2011,NEC z(1)( CONDUCTORS OUTSIDE vFQRESTSmar M MnxLeoxoxcx.Mn0173 ]05.12(0X3),NEC 2011:]0612(D)(d) vxoxE ma ae>s12T THE ARRAY. ra�e�s s20 a,o� CONDUCTORS WITHIN 7BUSBAR7) ARRAY REMAIN C ENNETH CULVUSTOMER IERNCE: ENERGIZED IN SUNLIGHT. 152 ACREBROOK DRIVE, UIPMENFED BY NORTHAMPTON, MA,01062 SOURCS. TOTAL TEL.(413)584-]092 ING OFLL LABEL LOCATION: APN#:NHAM-000029-000226-000001 RRENTEVICES ON OR NO MORE THAT1M)3FT)FROMTHESERVICE PROJECT NUMBER: NG MAISUPPLY DISCONNECTING MEANS TO WHICH THE PV SYSTEMS 221R-152CULV ARE CONNECTEDENTDEICESHALL PERcoDE(s):NEc26n:69os6(cglu°) DESIGNER: 020)4757995 ED AMACITY OF MARGARET CAULEY SHEET LABEL LOCATION: SIGNAGE UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S):CEC 2016:705.12(D)(2)(3)(c),NEC 201]: 705.12(DX2)(3)(c),NEC 2014:705.12(13)(2)(3)(c),NEC REV:A 8/3/2018 2011:705.12(0)(4) PAGE PV-5.0