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17C-019 (4) 96 NORTH MAPLE ST BP-2018-1147 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17C-019 CITY OF NORTHAMPTON Lot -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit. Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit BP-2018-1147 Project# JS-2018-002055 Est.Cost:$11388.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor. License: Use Group: SUNRUN INC 080034 Lot Size(so.11): 18556.56 Owner: HILL KAREN zoning: URB(100)/ Applicant. SUNRUN INC AT. 96 NORTH MAPLE ST Applicant Address: Phone: Insurance: 734 FOREST ST STE 400 (978) 793-8584 WC MARLBOROMA01752 ISSUED ON.51412018 0.00:00 TO PERFORM THE FOLLOWING WORK ROOF MOUNTED SOLAR, 21 PANELS 6KW 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: FeeType: Date Paid: Amount: Building 5/4/2018 0:00:00 S75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner c�0 (Clot" Department use only City of Northampton Status of Perms: RECEIVED Acting Department Curb CutfDmieway Permit 212 Main Street Sewer/SepSc Availability Room 100 WaterNVell Availability MAY - 2 20A 41S mpton,MA 01 D60 To Sets of Structural Plana 0 41 7-1240 Fax 413587-1272 PiOUSite Plans Other Spedfy OEar oc�.wSPFS UCT,ALTER REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAULT DWELLING NOR A �MBffRbb SECTION 1-SITE BIFORMIITION �//��h/R (/`'^y— i/ 1.1 Prow"Address: This eecth h to be eomplaisd by omw 96 N Maple Street Map 17C Let 019 unit 001 Zone Oveday District Ean SL Wear CB DkWct____ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of RewN: David Hill 96 N Maple Street Northampton MA 01062 Name(Pdn Oumen+MM"Adasb. (413) 923-8554 TSYptona sgnmue Craig Orn 734 Forest Street, Suite 400, Marlborough, MA 01752 Name F" - Cwnd Maip Address: C. (978) 793-8584 Sweure Taleph" TED TS Rem Estimated Cost(Dollars)to be Oficial Use Only permit applicant 1 Building 3,416.40 (a)Building Permit Fee 2. Electrical (b)Estimated Tata)Cost of 7,971.60 Construction hom B 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) -7 J c- vO 5.Fire Protection S. Total•(1 ♦2+3.4+5) CMck Number 7 This Secgw For Official Use Only Building Pent Nurser Dak Issued: Signature' SUWkN hspedarof eiidsgs Dale Section 4. ZONING All Irhmnatlon Ant he Cumpteted.Permit Can ae Denied Due To Iocandete Information Existing Proposed Required by Zoning Thu Wmnn m be filled in by Building IM.pmmear Lot Sin Frontage Setbacks Front Side L: R: L R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lar.minx.bldg a pared t of Puking Spaces Fill: vNum a tocatian A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW ® YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW ® YES Q IF YES: enter Book Page and/or Doc11I11Mt p B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained Q , Date Issued: C. Do any signs exist on the property? YES ® NO 0 IF YES,describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO IF YES,describe size, type and location: E. Will the construction ac"disturb(rleadng,grading,excavation,or filling)over 1 note,or is it pan of a common pan that will disturb over 1 acre? YES O NO (11 IF YES,then a Northampton Stoml Water Management Permit from the DPW is required. SECTION 6-DESCRIPTION OF PROPOSED WORK(check all applicable New House EAtltldion ❑ Replacement Windows Aaerstion(s) ❑ Roofing Or Doors ❑ Accessory Bldg. ❑ Demolitlon ❑ New Signe [O] Deeks [❑ Sidhg[pl OMerlat Brief Description of Proposed Installation of an interconnected rooftop PV system. Afterapon of existing betlrown_Yes_No Adding new bedroom Yes _No Attached Narrabw Renovating unfinished basement _Yes _No Plain Adanhad Roll -Sheet all.N Newhouse and or addition to existing housing,comDlate the followinv a. Use of bulking:One Family Two Family O0w b. Number of rooms in each family ung: Number of Bathrooms c is here a garage attached? d. Proposed Square footage of naw constnrcbw. Dkrmsions e. Number of stories? f. Method of heating? Fireplaces or Wootlbmves Number of each g. Energy Conservation Compliance. Masspheek Energy Compliance form attached? h. Type of construction I. is conWucWn wihin IOD R of wetlands?_Yu _No. Is construction within 100 yr. fioodplaln_Yee_No j. Depth of basement or cellar fioor below firdshed Wade k Will building conform to he Building and Zoning regNations? Yu_No. I. Septic Tank` CitySewer, Privatewail_ Citywaler Supply_ SECTION 78-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, David Hill as owner of he subject waaem Iherebysaiff u Sunrun / Craig Orn ro ad on my behalf,n a6 madm relative to work authorized by his Wilding permit application. Of 0war DaY I, Craig Orn asawedlzed Agent hereby declare that the statements and information on he foregoing application are due and accurate,to the best of my knowledge and belief. Signed under he pains and penalties of perjury. Craig Orn Pini Name 5— / - Spiaue a Ovanerl DNe SECTION 8•CONSTRUCTION SERVICES 8.1 Maned Construction Supervisor. Not Applicable Nems MLku Nader: Craig Orn CS-080034 License Number 734 Forest Street Suite 400 Marlborough MA 01752 01/22/2019 Address Erglmlimn Dere (978) 793-8584 sgnauae Telephone S. e knortrymnont Contractnu Not Applicable ❑ S u nru n 178937 CCmwnv Name Regisbaffon Number 734 Forest Street, Suite 400 Marlborough MA 01752 06/02/2018 Address EaplmBon Date Talapham (978) 549-9438 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.162,f 26C(6)) Wakm Canpensatim Insurance affidavit must be campkled aid subritted with this app"#Dn.Failure to provide this al6dev8 wil resug In the denial of the Issuance of the bwMV pemlit. SWiedAlfidavitAttached Yes—.... S( No...... ❑ 11. - Home Owner Exemption The far"hornoo ers"was extended to indudc Owner pleA DweNme of one(1) m swop)fimilies and to allow such honwowner to engage an individual for hire who does not possess a license,provided that the owner sets as suoervivor.CMR 789, Sixth Editins Section 108351. Definhtion of Hosawamer.Person(s)who own spared of lard on which helshe resides or intends to reside,on which then is,or is intended m be,a one or two family dwelling,attached or detached snuck=accessory to such use and/or farm structares.A person who constructs more than ape home in a two-vear period shall net be considered a In meowoer. Such"homeowner"dull subm'd b the Building Offlinl,on a form acceptable to the Building Offieia6 that hdehe shall be responsible f R such work performed under the buil4buz farads. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion ofthe wort 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)ofthe Massachusetts General laws Annotated,You wY be liable far person(s) you hire to perform wort for you under this permit. The undersigned"homeowner'certifies and assures mponsibility for compliance with the Sure Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Iowa Annotated. Homeowner Signalu m 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 property licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 96 N Maple Street The debris will be transported by: The debris will be received by: Shop dumpster @ 734 Forest St., 01752 Building permit number: Name of Permit Applicant Craig Orn C, •n Date / Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 www.mares.gov/dia V11-orkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. 1'0 BE FILED WI I'll THE 1130111ING AITI HORITI'. Applicant Information Please Print Legibly Name(Business'/OrganizatioMndividual):Sunrun Address:775 Fiero Lane, Suite 200 City/State//,ip:San Luis Obispo,CA 93401 phone 9:978-549-9438 Are.you an . e �employer?Check the appropriate box — Type of project(required): 10 l am a employer with 35 curnmicec(full and/or pantime) Z.' . ❑New construction _ I am a sole proprietor or partnership and have no employers working for me in 8, ❑Remodeling any capacity[No workers'comp.insurance required.I 3 F I am a homeownerdoin5 all work myself lNoworkerdcompinsurance required.]' 9. El Demolition 4.❑1 am a homeowner and will be hiring coneaemrs to conduct all work on my property. I will 10 ❑Building addition ensure that an contractors timer have workerscompensation insurance or are sole IL❑Electrical repairs or additions proprietors with no employees 12.❑Plumbing repairs or additions 5 l am a general contractor and i have hired the sub contractors listed on the attached sheet I h13.�ROOf repairs hose subcontractors have employees and have wmkcre comp.insurance 14. Other RooRop Solar 6.❑WeamacotporaehavedinofMyees [ o exercised r thoripiiorance rquiredr MGL c. - - 152,$ (4),and we have no employees.[No wotl:ori romp.insurance required] *Any applicant that checks has el most also fill out the section show showing their workers compensation policy information. s I lomoowners who submit this affidavit indicating they we doing all work and then hire outside contractors must submit a new affidavit indicating such. :Comracmrs mat check this Mix most anacsed an additional sheet down,the name or the subcontractors and state whether or not those entities have empresses. If the mbconmetots have employees.they miss,provide their workers'com,.policy number. 7 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company WC013696303&WC013696103 .10/01/2018 Policy#or Self-ins. Lic.#: Expiration Date. Job Site Address:96 N Maple Street City/Stang/Zip:Northampton MA 0106 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration Urate). Failure to secure coverage as required under MGL e. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or ane-year imprisonment,as well as civil penalties in the form enter STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy ofthis statement maybe forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. I do hereby certify under rhe pains and penalti�es�/(perjury that the information provided above is true and correct. s' t j�� CS/ Date' S ' ( - I` -------------------- Phone#;978-793-8584 i Official use only. Do not write in this area,to be completed by city or town official. City or Town:_ Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.Cityllown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone h: DowSign Envelope ID:33590CB3-6A01-4C86-AC28-1D4C371D85AE sunrun Sunrun Inc. 1.855.4SUNRUN sunrun.com OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Sunrun, Inc. with the necessary permission from the Owner to file permit application(s) for such project work as agreed upon between the Owner and the Owner's Authorized Company and Its designated subcontractors. Owner's Name: Karen Hilt Solar Project _ Nwriia . Signature: �Q � (� Pb I �� 1FAYSlRREEF4�.. Owner's Authorized Company: Sunrun, Inc. Company's Address: 595 Market St 29" Floor, San Francisco, CA 94105 Affiliation: Contractor Applicable License: State: MA wo],ur0uns@sl!wladew:lrewg 7S58-E8L-SL5 4a1 ZSLIOVW OnolaglaeN 007 31S 1S 153J01 7£L ]ul unlUnS :01013]elUO3 y��u-n}miP avW4x p.�N .4gaa»uayVt // - -- `- - ioly V5'O]SONVa!NVS C,y � :,. > _^-.'.•�.x'�\ 11 H1821S 13N2tYW i8S M40 Oi d ollSay S--RAV-Jot We mvu .q Y547L6 ydPv.Idia�Nl NnaNnS ngWVEvB uwlsng pm a+!vliY nwnpo]yo aal8q '�Il tGB&1 vgWyy ° n"Wa Wml1! svvP uv!>sgduayiarel+9 molSYaiNw IN I(uo mlmplxpm Al pNm eopvyg8aa.o nvvael aW3A0adle13W YOPai°�N°aa°°pn'9 9 ail WYaaxvnn3lo aa� SdWAO9 SS VW'MMM:VS!n ugoouuulq 6gsu8311 SdO 60"Emo n401ss{wnw0 navgl<pp to uglyaoAu.q nnngepo]BUIWlnB vlWs :uopegtl>r3 .•»z5., ''uKY/'%/ MID modoixo wnnyaysaeW oW pugvpv yuuan>v vawsatl o.a�vl �� F 1.s 18NIVMU "Ho W 91Vtl] aeeCs paso!>ua .os�Almrs uouannsuo] to ls.al 0,sGne-, .j Taal mune"3O da ueyl ssai p808874D vsum!1 u�ewo>y>'4 G�o.B as A::e W s6u�gl�g pa,eu;saau�i y N paleulsaa s&.its*Il U.suo8eln M*O ! -1N !usog A .oS�A:aOng uoa>rtCsuop Nvyes apQnd to wpuluetivq sUmnyaesseW is '�fi� CERTIFICATE OF LIABILITY INSURANCE y 12017° "' 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 INSURERIS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer ri hts to the certificate holder in lieu of Such endorsemen s. PRWUCER CONTACT Arthur J.Gallagher 8 Co. NAME - - _ -- I`�, Insurance Brokers of CA. Inc.License#0726293 ID . u 415-546-9300 _ _ J�Wc.NPa 415-536-8499 1255 Battery Street#450 PANUL Acmvrls� San Francisco CA 94111 INimme(SIAFFORDING COVERAGE FAICA INSUXERA Zurich American Insurance Company 16535 INSURED SUNRINC-01 INwRER B:Navigators Specialty Insurance Compan 36056 Sunrun Installation Services, Inc. INSURER C: 775 Fiero Lane,Suite 200 San Luis Obispo,CA 93401 INSURER D: INSURER F: INSURER COVERAGES CERTIFICATE NUMBER:926932864 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE 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. INBR. rypE OF IXSUMNCE P0.ILY EFF POLICY EZP - )NSD WVD POLICY NUMBER MSEDOMYT M DROPY LIMITS L6 X I COMMERCIALGENERAL LWBILITY Y LA1]DGL2303211C 10111201] 101112018 EACH OCCURRENCE $1,000.000 CLAIMSMPOE uOCCVR NED PREM5E5 EaEWCTumce $300400 x kr-DOORelen ton - MET EXP(Any me—) $5,000 1- PER SONAL6ADVINJURY $1,000,000 GEN'LAGGREGATELIMIT APPLIESPER GENERAL AGGREGATE $2,000000 _ X POLICY[X]RED LOC PRODUCTS-COMPIOPAGO $2 OLD ON CUTER I TOIaI Policy Limit $10.000,PRO A AUTOMOBILE LIABILITY Y BAP915502504 101112017 101112018 8 O away 2,0.00,000_ X_ ANY AUTO BO°ILV INJU0.Y(Per_ �) 5 'AUTOSOWNEDONIY (AUTOS VLFD aODIIYINJURY(PeracGEena 5 HIRED RED PROPliflai MA E AUTOSONIY AUTOS ONLY 4,nO. 5 5 UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB ClAS Don, AGGREGATE S _ .DEO I RETENTIONS s A _..KERSCOMPENSATION WCO136M003 10111201] 101112m8 PER OTH- A AND EMPLOYERS'LIABILITY YIN WC013696103 1011201] 1. 1018 X STATUTE j -LL---JS _ ANY PROPRIEDDEPARTNERExECUTVE EL EACH SOUP NT 1 a,JUN FFREmyin BEU EXCwDED1 ❑ x1Ai _ L.ms EASE.EAEMPLOVE 111011 rcree,eeemre .my -- - - - __ OESCRIPl10N OF OPERATIONS Ni EL.oISEASE-POLICY LIMIT SLOOO.O00 DESCRIPTION or OPERATIONS I LOCATIONS I VEHICLES ORCON D 101,AaaO'onal Remarks s[neeme.mry Be aN[nM II nwre scare IS reyulreel WC013696003-$25,000 Deductible;WC013696103-FL, HI, MA, NJ, NY,OR,VA,WI 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 City of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 212 Main St ACCORDANCE WITH THE POLICY PROVISIONS. NOnhampton MA 01060 AUTHORIZED REPRESENTATIVE ©19882015 ACORD CORPORATION. All rights reserved. ACORD 25(2 01 610 3) The ACORD name and logo are registered marks of ACORD '\;, . sunrun` May 01, 2018 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 221R-096HILL; Plan Set: Rev A.1, Dated 4/16/18 Client: David Hill Address: 96 N Maple St, 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 True 2x5.75 Rafter @ 21" OC. The roof is sloped at approximately 40 degrees and has a max rafter span of 14' 6" between supports. Design Criteria: 2015 International Building Code w/780 CMR • Basic Wind Speed Volt = 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 M4,��� S Civil Engineer Sunrun, Inc - Pi ► Iv m U - NO. 470 H� F�iSTEPQ'o 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 sunrun Structural Calculations for the David Hill Residence PV Installation Date: 5/1/2018 Job Address: 96 N Maple St Northampton, MA, 01062 Job Number: 221R-096HILL 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 House Geometry, Live Loads,Snow Load, Wind Loading, & Dead Loading 3 Roof(2) Dead Loading, Roof(1) Framing Check 4 Roof(1) Framing Check cont., Roof(2) Framing Check 5 Roof(2) Framing Check cont., Rafter 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, ,,b,U6AA44 �,, `1N 44y 4I Sage Lopez, P.E. 19-4 P Z Civil Engineer`- - io Ivi -- � � U NO. 470 H ► 5nnrun, Inc A qF o = ♦� p�STER�F�'p�R� �Pryo, 133 TechnoDr.,Suite 100, Irvine, CA 92618 P 949.383.0993 Engineer.SVL Date: 18 Job: 221R-096HILL Maple Address:96 N Maple S[ Northampton, MA,01062 2 of Structrure Geometry' Mean Roof Height,hr = 24 ft Faye Height,he = 18 ft Burning Length,L = 30 ft Building Width,B = 30 ft Module Area = 20 f' Roof Pitch,B = 40 degrees Live Load Roof Live Load,Lr = 20 psf Equation 4.8-1 Snow Load: Ground Snow Load,as = 40 psf Fig.?-1 Snow Importance Factor,1, = 1.00 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 2-3 Exposure Facto"C. = 09 Table?-2 Roof Slope Factor,C. = 0.56 Figure 7 2c Flat Snow Load,W = 350 psf Equation 2.31 Sloped Roof Snow Loads,P, = 19.4 psf Equation TA-1 Is the width of the roof>20ft? Yes Drift Height,ha = 1.60 ft Figure 7-9 Roof slope for a rise of one,5 1.19 Unbalanced Width = 4.67 If Fig?-5 V = 19 pi Equation 7.2-1 Unbalanced Snow Load = 4T65 psf Fig]-5 Wind Load'. Basic Wind Speed(3x gust),V = 117.0 mph Figure 26.5-1A VASD = 91 mph Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor,Iw = 1.00 Table 1.5-2 Exposure Category = B Sec 26.7.3 Topographic Factor,Ker = 1.00 Equation 26.8-1 Adjustment Factor,A = 1,00 figure 30.51 Edge Zone,a = 300 It Figure 30.5-1 Uolift(0.6W) Zone 1(Psf) Zone 2 hl Zone 3(psf) P-oc = -23.22 -22.56 -22.56 Figure 30.5-1 Pin=0.6 x A x Ker x Pxmso) = -13.93 -16.54 -16.54 Equation 30.5-1 Downward(0.6W) Zone 1(psH Zone 2(psf) Zone 3(psf) Pomso 21.92 21.92 21.92 Figure 30.5-1 Poe,=0.6xAx Kerxporx0 = 13.15 13.15 13.15 Equation 30.5-1 Dead Load: Roof1: Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/805B Sheathing 2.0 2x4 Studs @ 16" 20 True 2x5.75 Rafter@21"OC 20 Gypsum 3.0 Mrsc(telling,Insulation,etc 1.0 Mlsc(Insulation,etc.) 2.0 PV System,use 3.0 Total Roof DL= 110 psf Total War DL= 12.0 psf 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 Engineer:SVL Date: 18 Job: 221R-096HILL Address:96 N MapleMaple St Northampton, MA, 01062 3 of Roof(2): Roof WallsExterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 053 Sheathing 2.0 2x4 Studs @ 16" 2.0 True 2x5.75 Rafter @ 21"OC 2.0 Gypsum 3.0 Misc.(Gelling Insulation,etc) to Misc.(Insulation,etc.) 2.0 PV System,Pw 3.0 Total Roof DL= 110 psi Total Wall DL= 12.0 psi Roof(11Framine Check: Roof Framing - True 2x5.75 Rafter @ 21"OC Timber Species = Doug Fir Larch p2 Max Beam Span = 14.50 It b 2 in of 535 in Moment of Inertia,6 = 31.68 in' Section Modulus,S, = 1102 iW Bending Stress,Fs = SOD psi Elastic Modulus,Emm = 580000 to Sheer Stress,F,' = 180 Psi CD(Wind) C.(Snow) Cu C. G Woad Adjustment Factors: 1.60 1 1.15 1.15 1.00 1.00 CL Cr Cm C; Cr 1.00 1.30 100 100 1.15 PV Tributary Width,Wp. = 2.75 ft PV Tributary Length,Lp. = 3.5 It PV Tributary Area,A, = 9.6 ft' PV Dead Point Load,RD-Pp,x A, = 221b Roof Distributed Load,wDL = 11 plf Load Case: 0.601+0.6W ICD=1.61 Roof Zone = 1 Pup=Pnmx A,+0.6 x RD x F05(0) = 1211b Mix-di = 438 Ib-ft Fti lwmdl=Fs xCD xCLs xCM xC,xG x6 xGu xG xC, = 2476 psi Mxi...m.=S,x Fi lw,,dl = 2274 Ileftts 438 OR Load Case: DL+D.GW (CD=1.61 Psw.,=P,.cx A,+RD x cos(0) = 149 Ib Mbl.md_a...1 = 1113 Ib-ft Fb'Iw;,al=Fn xCD xCu xCM xC,xC,xCv xCr1 xG xC. = 2476 psi Mxr—b,=Sx Fb''Iwmdl = 22741b-ft s 1113 ox Load Case: DL+0.75(0.6W)+0.755 (CD=161 Roof Snow Distributed Load,wSL = 61 pit P:,.w=Ps A, = 143 Ib Melw„gs,.wl = 1512 Ib-ft Put F—d1=F,xCr xC,s xCM xP xC,xCr X0,xG xC. = 2476 psi M.;;aw+me-S,x Fti(...w) = 2274Init x 1512 OR 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 Engineer:SVL Date:` 2018 S/1/, Job:221R-096HILL ' Address: 96 N Maplele St St • Northampton, MA,01062 4 of Load Case: DLaS ICD=1.151 Roof Snow Distributed Load,wSL = 61 pit P..ow=Pax A, = 1431b Mb4..w1 = 12011b-ft F,I—, Fb xCn xC,s xCM xG xG xCr xCb,xG xG = 1779 psi Mauowam.=S.x Ftil..owl = 1634 Ib-ft > 1201 OK Roof 121 Framine Check: Roof Framing = True 2x5.75 Rafter @ 21"OC Timber Species = Doug Fir-Larch#2 Mar Beam Span = 10.67 ft b 2.00 in d = 575 in Moment of Inertia,I, = 31.68 in' Section Modulus,S. = 11.02 lr' Bending5tress,Fb = 9W psi Elastic Modulus,E— = 580000 psi 5heer Stress,Fd = 180 psi Ce(Wind) Co(Snow) Cu CM G Wood Adjustment Factors: Iso 1.15 1.01 1.00 1.00 G Cr Cm C C, 1.00 1.30 (All 100 pN/A Roof 121 Framing Check Continued: PVTributary Width,Wpo = 235 ft PV Tributary Length,Le. = 3.50 ft PV Tributary Area,At = 9.63 ft' PV Dead Point Load,I'D=Pwx A, 2611, Roof Distributed Load,wDL = 13 pit Load Case' 06DIL±ijj IW=161 Roof Zone = 1 Pop=Pdmx A,1 OL6 x Pu x cm(B) = 1111b Mb(,,,d_.p) = 21316-ft Fb lwmdl=D,xCo xCs xCM xG xQxCF xCm xG xG = #N/A psi M,11-1,i.=S.x W ra,dl = #N/A Ib-ft #N/A 213 #N/A Load Case, DU 0.6W OCD=161 I'd.w.=P.mx A,+Po x cos(B) = 1191b Mslwmd_e-e = 532 Us ft Fn',mal=Fb Ke xC11 xCM xG xC1 CF xCm xO xCr _ #N/A psi M,u.wama=S.x Fit'Iwmdl = #N/A Its #N/A 532 #N/A Load Case: DL+0.75(0.6W)+075S ICD=161 Roof Snow Distributed Load,wSL = 61 plf P...w=Pax At = 4001b Ma—a-,...) = 1341 Illit Fb' Fd xCD XCs xCm xCt xC,xCr xCL,xG xG = #N/A ps1 Mamwama=5,x Fit (s—, = #N/A Ib-ft #N/A 1341 #N/A 133 Technology Dr.,Suite 100, IFvne, CA 92618 1 P 949.383.0993 Engineer:SVL Date: 5/1/2018 Job: 221R-096HILL Address: 96 N Maple St Northampton, MA,01062 5 of Load case: OL+B (CD=1.15) Roof Snow Distributed Load,wSL - fit pit P.ra.=Prx A, = 400 Ib Mq:.p.l = 1431 Ibft Fb'tmo.p Fe xCo xCls xCMxGxCrxCrxCm xCxCr = pN/A psi Ni-S.x Ftil—, pN/A lb ft kN/A 1431 pN/A Rafter Attachments:0.6D+06W(Zone 21 P.pun=Aux N.t = 193 ib Connector Uplift Capon,per Sim pNRack Test Results = 3401b v 193 OK 5/16"Lag Screw Wlthdrowl Value = 266 Ib/in Table 12.2A-NDS Lag Screw Penetration = 2,5 in Allowable Capacity with Co = 10641b 1 193 OK Seismic Check: Existing Dead Load Solar Dead Load: Aawrmiao = AM ft' Wit—I = 42 Ib W,00r.aa, = 72W lb Nump...1 = 21 A-11— x,c = 2160 W Ww O on = 882 Ib Wail,--, - 259201b Wba - 2061b Wmel - 33120 Ib - 1088 Ib %increase=(W-.I+Wt—al/Maui = 34208 '100%-100% = 3.28% ' 33120 "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 Scoce of Work and babillty 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 949.383.0993 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. TWO STORY ATTIC WOOD RAFTER 2 X 6 14' -6" 21 3'- Y. 3' -6" T-4-, REG SOLAR'. REC290TP2 BLK MODULE DIMS: AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. TWO STORY ATTIC WOOD RAFTER 2 X 6 101-8.1 21" 3'-0" 3'-6" 1'-4" 9 (38mm) MODULE CLAMPS: Portrait: 8.2"- I&A" D1 -AR-01 -SCALE: 3/16" = T-0" Landscape'.4.9"-9.8" PITCH: 40° - 2'-4" 26'-6" -- 1'-11" MAX DISTRIBUTED LOAD: 3 PSF AZIM: 181° SNOW LOAD:40 PSF WIND SPEED: 117 MPH 3-SEC GUST. LAG SCREWS: -----0 -- — —'� 5/16"x4.0":2.5" MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED C>-- $ 0— —0 SPANS, AND NOTIFY E.O.R. OF 11' ANY DISCREPANCIES BEFORE —Q PROCEEDING. - 3'-6"MAX - PENETRATION SPACING: _ FULLY STAGGERED 3- D2-AR-02 -SCALE: 3/16" = V-0" PITCH: 25° AZIM: 181° C ® —5'-2"— 16'-6" —3' 4"— unrun PITCH CHANGE s #180120 BOROUGH MA 01753 IHrGA 8$6576527ST MARS PHONE AH 8055289ARs5z3 CUSTOMER RESIDENCE: -.{3'-6"MAXr- 5'-6" DAVID HILL I$ b— 96 N MAPLE ST, —g NORTHAMPTON, MA, 01062 TEL.(413)923-8554 APN k: 17C-019-001 PROJECT NUMBER: 6--5" 221R-096HILL 44. DESIGNER: 8052342795 • TYLER YAGER S � -- P 2 m• SHEET Z o. 47o y LAYOUT A�'Rw FO'STERE�,@',� REV:A.1 4/16/2018 ,I�-' v.',�A'� PAGE PV-3.0 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION 0W AC • ALL WORK SHALL COMPLY WITH NEC 2017,2015 IBC, MUNICIPAL CODE, AND SOLAR MODULES PV-t0 COVER SHEET • SYSTEM SIZE:6090W DC,6000WAC • MODULES: (21) REG SOLAR: TP2 BLK ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE RAIL • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. PV-2.0 SITE PLAN • INVERTER(S): . ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. (1)SOLAREDGE TECHNOLOGIES; SE6000H-US WITH . PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3.0 LAYOUT REVENUE GRADE METERING GROUNDED IN THE INVERTER. PV-40 ELECTRICAL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. . MODULES CONFORM TO AND ARE LISTED UNDER UL 1703, SEE PEN D03. • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL STANDOFFS& PV-5.0 SIGNAGE • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. FOOTINGS • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II CHIMNEY MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). a ATTIC VENT • (21) SOLAREDGE TECHNOLOGIESP320 OPTIMIZERS. . 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. • 15.17 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a) &690.8(b)]. PM DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH ® METAL PIPE VENT INV INTEGRATED DC DISCONNECT AND AFCI ® T-VENT AC AC DISCONNECT(S) (� `H' SATELLITE DISH DC DC DISCONNECT(S) FIRE SETBACKS IlEfli V4 CB COMBINER BOX HARDSCAPE F_ —1 INTERIOR EQUIPMENT —PL— PROPERTY LINE LEa SHOWN AS DASHED SCALE'. NTS A AMPERE s u n r u n AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT (E) EXISTING #180120 eoAovcx.avvsz EXT EXTERIOR sa roeesr sreEE.x.00,wnvi PxpORLSt O7EE 7, FIRM FRAMING 1�1 121 R101 INT INTERIOR CUSTOMER RESIDENCE. LBW LOAD BEARING WALL DAVID HILL MAG MAGNETIC 96 N MAPLE ST, c�q.Juon MSP MAIN SERVICE PANEL NORTHAMPTON, MA,01062 (N) NEW cwe 'y NTS NOT TO SCALE TEL (413)923-8554 Boa ^J OC ON CENTER APN#. 1IC-019-001 wm.n .n• £ � PRE-FAB PRE-FABRICATED PROJECT NUMBER'. PSF POUNDS PER SQUARE FOOT PV PHOTOVOLTAIC 221R-098HILL TL TRANSFORMERLESS DESIGNER' 805.234.2795 * TVP TYPICAL V VOLTS TYLER YAGER noear.cE • W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET c.imv,o- Al REV:Al 4/16/2018 a PAGE PV-1 .0 ARRAY TRUE MAG PV AREA SITE PLAN DETAIL-SCALE=3/32"=1'4' SITE PLAN -SCALE=3/128"= 1'0" PITCH AZIM AZIM (SOFT) ® AR-01 1 40° 1 181° 195° 287.6 AR-02 1 25° 1 181° 195° 89.9 PL PL PL PL PL CEE oMP PL _ ACAC� PL WV SE a --�PPLL PL PL PL PL PL PL PL O 4 $ PL d ¢ d ar < a d 9 a 8 n < d PL n 4 d a ° d a n C d. a d ° ° a In d c a d a c a n °d d a da a sunrun #180120 PE TNW,MARLBOPOOGH,MA01752 PHO�E 11161; 52) 9)01 CUSTOMER RESIDENCE: DAVID HILL J 96 N MAPLE ST, 4 NORTHAMPTON, MA, 01062 (E) RESIDENCE z TEL (413)923-8554 a APN#: 17C-01 9-001 PROJECT NUMBER: (N)ARRAY AR-02 (N)ARRAY AR-01 221 R-096HILL DESIGNER: 805.234.2795 TYLER YAGER SHEET SITE PLAN _ PT REV:A.1 4/16/2018 PL 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. TWO STORY ATTIC WOOD RAFTER 2 X 6 14'-6" 21" 3'-0" 3'-6" l'-4" REC SOLAR: REC290TP2 BLK MODULE DIMS- AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. TWO STORY ATTIC WOOD RAFTER 2 X 6 10 -81, 21" 3' -0" 3'-6" 1'-4" 65.94"x 39.25"x 1.49"(38mm) MODULE CLAMPS: Portrait. 8.2"- 16.4" Di -AR-01 -SCALE: 3/16"= l'-0" Landscape: 4.9"-9.8" PITCH: 40" - 2'-4" 26'-6" 1'-11" MAX DISTRIBUTED LOAD: 3 PSF AZIM: 181° SNOW LOAD:40 PSF WIND SPEED: 117 MPH 3-SEC GUST. LAG SCREWS: '� -- --p —0 5/16"x4.0". 2.5" MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED 0 —0 SPANS,AND NOTIFY E.O.R. OF 11' ANY DISCREPANCIES BEFORE --0PROCEEDING. - 3'-6' MAX - O_ _, �. 6T-- 0-- —0 PENETRATION SPACING: FULLY STAGGERED 3- D2 -AR-02-SCALE: 3/16"= l'-0" PITCH: 25° AZIM: 181' 16'-6" —3'4"— S u n ru n PITCH CHANGE #180120 eoaoocH MA 01752 rx STREET«.00,Mu« 1.80112 sB1°5zr Rl CUSTOMER RESIDENCE. T-13"MAX 5'-6" DAVID HILL 96 N MAPLE ST, -- —0 NORTHAMPTON, MA, 01062 TEL(413)923-8554 APN#. 17C-019-001 PROJECT NUMBER: 6-5" 221R-096HILL DESIGNER'. 805 234 2795 TYLER YAGER —� SHEET LAYOUT REV:A.1 4/16/2018 PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE OMETER# M NATIONAL GRID 29922060 UTILITY GRID SUPPLY SIDE TAP 4 EXISTING 100A (N) LOCKABLE SOLAREDGE TECHNOLOGIES. MAIN BREAKER BLADE TYPE (N) LOCKABLE SE6000H-US WITH REVENUE FUSED BLADE TYPE GRADE METERING 1 AC DISCONNECT AC DISCONNECT 6000 WATT INVERTER JUNCTION BOX PV MODULES 3 3 2 OR EQUIVALENT 1 REG SOLAR: REC29OTP2 SLK .^— EXISTING fLOAD / (21) MODULES 100A o•�, � ' J �� OPTIMIZERS WIRED IN: MAIN — Y� (1) SERIES OF (11)OPTIMIZERS AND FACILITY PANEL (1) SERIES OF (10)OPTIMIZERS LOADS GROUND 35A FUSESSQUARED RATED DC DISCONNECT SQUARE D DU222RB AFCI, RAPID SHUTDOWN D222NRB 3R,60A,2P PLIANT SOLAREDGE POWER OPTIMIZER 3R,60A 120/240VAG P320 120/240VAC CONDUIT SCHEDULE NOTES TO INSTALLER: 1. 11 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. # CONDUIT CONDUCTOR NEUTRAL GROUND 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 1 NONE (4) 10 AWG PV WIRE NONE (1)6 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE.CONDUCTORS ARE FIELD INSTALLED. 2 3/4"EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1)8 AWG THHNrrHWN-2 s u n ru n 3 3/4"EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHNITHWN-2 4 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #180120 612 AWG BARE 5/i6"-1855 BOLT RYHE 111171521 .Mnv/fiaaoucrv,mn onsx COPPER WIRE SS SPLIT LOCK WASHER (TORQUE TO 16 FT-Les) CUSTOMER RESIDENCE. rrSS DAVID HILL SNAPNRACK 96 N MAPLE ST, GROUNDLUG NORTHAMPTON, MA,01062 /MODULE CHARACTERISTICS P320 OPTIMIZER CHARACTERISTICS: \ I BONDING TEL.(413)923-8554 REG SOLAR: REC290TP2 BLIK 290 W MIN INPUT VOLTAGE'. 8 VDC \ / CHANNEL NUT APN#: 17C-019-001 OPEN CIRCUIT VOLTAGE: 38.8 V MAX INPUT VOLTAGE: 48 VDC RAIL PROJECT NUMBERMAX POWER VOLTAGE: 32.1 V MAX INPUT ISC. 11 ADCrvowc 221 R-096HILL SHORT CIRCUIT CURRENT'. 9.71 A MAX OUTPUT CURRENT. 15 ADCPINS NO8D5 234 2795 AL • ALL HARDWAREN INCLUDED FROM TO BE DESIGNER: • AMINIMUMOF ONE OF MODUWGIB TO BE INSTALLED ON EVERY TYLER PAGER CONT SYSTEM CHARACTERISTICS-INVERTER ( GROUNDING LUG MAY BE INSTALLED • GROUNDING LUG MAY BE INSTALLED IN EITHER RAIL CHANNEL S SYSTEM SIZE: 6090 • GROUNDING LUG MAY BE INSTALLED SO GROUND VARE IS PARALLEL SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 11 V OR PERPENDICULAR TO RAIL ELECTRICAL SYSTEM OPERATING VOLTAGE: 380 V ENSURE SPLIT LOCK WASHER IS INSTALLED ON TOP OF COPPER WIRE MAX ALLOWABLE DC VOLTAGE. 480 V SNAPNRACK GROUNDING SCALE.NTS REV:A.1 4/16/2018 SYSTEM OPERATING CURRENT. 16.03 A SYSTEM SHORT CIRCUIT CURRENT. 30A PAGE PV--4.0 7TERMINNALS • • • PHOTOVOLTAIC AC DISCONNECT• AMPS • ••MAXIMUM AD••• • 0PERATING CURRENT • PHOTOVOLTAIC SYSTEMHOCK HAZARD COMBINER PANELLABEL LOCATION: DO NOT ADD LOADS!� O LABEL LOCATION: AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OFCH TERMINALS• INTERIOR AND EXTERIOR DC CONDUIT EVERY 1O FT,AT EACH TURN,ABOVE AND INTERCONNECTION. LABEL LOCATIONN BOTH THE LINE BELOW PENETRATIONS.ON EVERY JSIPULL BOX CONTAINING DC CIRCUITS PER CODES) CEC 2016 690 54,NEC 2017 690.54,NEC PHOTOVOLTAIC AC COMBINER(IF GC PERCODE(S)'.CEC2016.69031(G)(3),690.31(G)(4),NEC2017690.31(G)(3), 2014-690.54,NEC2011.69054 APPLICABLE)SIDES MAY BE 69031(G)(4).NEC2014'.69031(G)(3),69031(G)PB,NEC20H 69031(E)(3), PER CODE(S)'.CEC 201669031(E)(4),IFC2012:6051114 70512(U(2)Eft),NEC 2014IN THE OPEN 705,12(D)(2)(3)(V,NEC 2011 70512(D)(4) ITION 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 110.21(8),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR (IF APPLICABLE). ' , , • IF REQUESTED BY THE LOCAL AHJ. PER CODE(S)'.NEC 201]:692.1] Rm •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS. • SOLAR • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING SYSTEM METHOD 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 D ED FROM THE SWITCH. •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z5354-2011,PRODUCT SAFETY PER CODE(S).NEC 2017,690.56(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(SF NEC 2017'.705.12(8)(2)(3)(5) INVERTER 1 • •. • •• 16.x3 DUAL POWER SUPPLY 4 • •• • •• • Seo SOURCES: UTILITY GRID 11 VDC AND PV SOLAR ELECTRIC 30 s u n r u n SYSTEM LABEL LOCATION: INVERTER(S),DC DISCONNECT(S). LABEL LOCATION: PER CODE(S):DEC 2016.690 53,NEC 2017'.690 53 NEG UTILITY SERVICE METER AND MAIN TURN RAPID SHUTDOWNO 2014'690.53,NEG 2011:69053 SERVICE PANEL. SWITCH TO THE"OFF" PER CODE(S)'.DEC 2016:705.12(D)(3), POSITION TO SHUTDOWN #180120 NEC 201]:705.12(8)(3),NEC 2014'. 705 12(D)(3),NEC 2011.70512(D)@) CONDUCTORS OUTSIDE nesneer«m,uAAinoaouax.mnoi�sz THE ARRAY. i .1s sesa r<xwsue a71�oi 707� CONDUCTORS WITHIN ARRAY REMAIN CUSTOMER RESIDENCEENERGIZED IN SUNLIGHT. DAVID HILL 96 N MAPLE ST, QUIPMT FED BYLE NORTHAMPTON, MA, 01062 E SOUES. TOTAL TEL(413)923-8554 TINGALL LABEL LOCATION: APN#' 17C 019-001 URREDEVICES ON OR NO MORE THAT1M(3FT)FROMTHESERVICE PROJECT NUMBERING SUPPLY DISCONNECTING MEANS TO WHICH THE PV SYSTEMSARE CONNECTED221R-096HILL RENTVICE SHALL PER CODE(S).NEC 2017:69056(C)(1)(e) DESIGNER: 6052342/95 EED ACITY OFTYLER YAGER BUS . SHEET LABEL LOCATION. SIGNAGE UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER COLLIS):CEC 2016.705.12(D)(2)(3)(c),NEC 2017 70512(D)(2)(3)(c),NEC 2014.70512(13)(2)G)(c),NEC REV.A.1 4/16/2018 2011'. 705.12(D)(4) PAGE PV-5.0