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_L r • • The Commonwealth of Massachusetts ...'iv Board of Building Regulations and Standards FOR Massachusetts State Building Code,780 CMR MUNICIPALITY USE Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Building Permit Numbere ``-l7'CD 7 y Date Applied: '1 1 SQla(s ..�; c -I) -11 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address:2 Acorn Hill Drive 1.2 Assessors p&Parcel Numbe Yarmouthport MA 02675 �j 1.1 a Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2 PROPERTY OWNERSHIP' 2.1 Owner'of Record: Dudley&Elizabeth SCOTT Yarmouthport MA 02675 Name(Print) City,State,ZIP 2 Acorn Hill Drive (508)362-6935 dudleynscotf@aol.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied ❑ Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other El Specify: Solar PV Brief Description of Proposed Work2: Install Solar array and connect with existing utility. Type: Rooftop Qty.Panels: 28 Total kW: 9.24 SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 11206 1. Building Permit Fee:$f5,()Indicate how fee is determined: 2.Electrical $ 21753 CI Standard City/Town Application Fee CI Total Project Cost'(ice,)x multiplier x 3.Plumbing $ 2. Other Fees: $ /5 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 32959 p Paid in Full 0 Outstanding Balance I)ue: Z} ,�.-- .J , 7f-?0o 7 SECTION S: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 062112 1/23/2020 Joseph Vaccaro License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 16 Sunnyside Avenue No.and Street Type Description Winthrop,MA 02152 U Unrestricted(Buildings up to 35,000 Cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering �i. WS Window and Siding SF Solid Fuel Burning Appliances (781) 281-6012 joe.vaccaro@revolusun.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 178137 3/16/2020 Northeast Solar Services dba Revolusun HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 1 North Avenue,Suite A louis.yarid@revolusun.com No.and Street Email address Burlington,MA 01803 (781)270-6555 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.lls2.#25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ® No...........❑ SECTION la:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Northeast Solar Services dba Revolusun to act on my behalf,in all matters relative to work authorized by this building permit application. Dudley&Elizabeth SCOTT See contract. 6/21/2019 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is and accurate to the best of my knowledge and understanding. 6/21/2019 t er' or Auth d Agent's Name(Electronic Signature) Date NOM: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts__ _�1 Department of Industrial Accidents ice„ 1 Congress Street,Suite 100 ;_ =_ Boston,MA 02114-2017 .�� www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organization/Individual): Northeast Solar Services dba Revolusun Address: 1 North Avenue,Suite A City/State/Zip: Burlington,MA 01803 Phone#: (781)270-6555 Are you an employer?Check the appropriate box: Type of project(required): 1.❑X I am a employer with 25 employees(full and/or part-time).' 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.❑1 am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. El Demolition 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑X Other Solar Photovoltaic 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: American Zurich Insurance Company Policy#or Self-ins.Lic.#: UB-7H836175-18 Expiration Date: 12/31/2019 Job Site Address: 2 Acorn Hill Drive City/State/Zip: Yarmouthport MA 02675 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration 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 certify under the pains nalties of perjury that the information provided above is true and correct. Signature: Date: 6/21/2019 Phone#: (7 1)1) 270-6555 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 Client#:103503 NORTHSOL ACORD., CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY)422/2019 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 POUCIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:H the certificate holder Is an ADDITIONAL INSURED,the policy(les)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 any rights to the certificate holder In lieu of such endorsement(s). PRODUCER �EACT Lauren Luke Starkweather&Shepley(W W) M810,Exo:781 320.9660 FAX.No):401-431-9635 Insurance Corp.of MA ADDR�: iluke@starshep.com PO Box 549 INSURER(S)AFFORDING COVERAGE NAIC Providence,RI 02901-0549 INSURER A:Employers Mutual Ins 21415 INSURED INSURER B: Northeast Solar Services Inc. INSURER C: 1 North Ave Ste A INSURER D: Burlington,MA 01803 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN pRpE�DUCED BY PAID CLAIMS. L TYPE OF INSURANCE WVD POUCY NUMBER (MNYDWYYYY) (PO MMIDWYYYY) UMTS A X COMMERCIAL GENERAL UABILITY 5D5865319 12/31/2018 12/31/2019 EACHAqM (Ea ppGOEECCCUURgqRENCE $1,000,000 Ep REMIS CLAIMS-MADE X OCCUR PES %arc&Fence) $500,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: A AUTOMOBILE UABILITY 5Z5865319 12/31/2018 12/31/2019((E NI MSMGLELIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ — _ OWNED WNE ONLY X SCHEDULED BODILY INJURY(Per accident) $ AUTOHIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY (Per aciderk) A X UMBRELLA UAB X OCCUR 5J5865319 12/31/2018 12/31/2019 EACH OCCURRENCE $5,000,000 EXCESS UAB CLAIMS-MADE AGGREGATE s5,000,000 DED X RETENTION$10000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/" E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace is required) dba Revolusun Re:2 Acorn Hill Drive,Yarmouth,MA 02675. CERTIFICATE HOLDER CANCELLATION Town Of Yarmouth SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN 1146 Route 28 ACCORDANCE WITH THE POUCY PROVISIONS. South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016//03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1302390/M1227352 PAT4 �� CERTIFICATE OF LIABILITY INSURANCE (DATENWp1D gYYY) FICATE 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(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the tens and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: STARKWEATHER&SHEPLEY PHONE FAX PO BOX 549 (A/C,No,Ext): (NC,No): E-MAIL PROVIDENCE,RI 02901 ADDRESS: 22HHX INSURER(S)AFFORDING COVERAGE NAIC S INSURED INSURER A: AMERICAN ZURICH INSURANCE COMPANY NORTHEAST SOLAR SERVICES INC INSURER B: INSURER C: INSURER D: 1 NORTH AVENUE SUITE A&B INSURER E: BURLINGTON,MA 01803 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURE)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,OCCLUSIONS AND CONDITIONS OF SUCH POLICIES.UNITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR WDLAUBR POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDDWYYY) (MMIDD%YYYY) UNITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ I CLAIMS MADE ❑OCCUR. PREMISES(Es occurrence) MED EXP(Any one person) $ • PERSONAL&ADV INJURY $ GENT.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ . POLICY 0 PROJECT El LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ . ANY AUTO LIMIT(Ea accident) - ALL OWNED AUTOS BODILY INJURY $ . SCHEDULE AUTOS (Per person) II HIRED AUTOS (er atY INJcideURY $ . NON-OWNED AUTOS PROPERTY DAMAGE $ . (Per accident) Ell - UMBRELLA LIAB EI OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ . RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-7H836175-18 12/31/2018 12/31/2019 UNITS ANY PROPERITOR/PARTNER/EXECUTIVE N❑ NIA E.L.EACH ACCIDENT $ 1,000,000 OFFI(Mandatory EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 (Mandatory In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION TOWN OF YARMOUTH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 1146 ROUTE 28 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPR TA E 5L An-- SOUTH YARMOUTH,MA 02664 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION. All rights reserved. DEBRIS AFFIDAVIT As a result of the provisions of MGL C. 40, § 54, I acknowledge that as a condition of this 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, § 150A. I certify that I will notify the Building Commissioner of any change in the location of the solid waste disposal facility to be used within 72 hours. 6/21/2019 �..., Date Si ature of Permit Applicant Print or type the following information: Joseph Vaccaro Name of Permit Applicant Northeast Solar Services (dba Revolusun) Firm Name (if applicable) 1 North Avenue, Suite A, Burlington, MA 01803 Address The debris will be disposed of: Casella Waste Systems, Inc. Facility 24 Bunker Hill Industrial Park, Boston, MA 02129 Address Northeast Solar Services (dba Revolusun) will be removing debris from the work site daily, and utilizing the disposal service at our headquarters. (2974€ r Office of Consumer Affairs and Business Regulation 1301 one Astd urton lace-su8s Boston, 02108 Home I • • ,• Registration f card ypx i i t Ott ReplatrHBon. 178197 NORTHEAST SOLAR SERVK`.ES IC. dC ill 171� `4+ l E>�idgpn 171N202D _Ili A 'eURLINGTON.MA 01008 s 1 ('1 r ( Ad SsS and Rik"Card. 8CA1 {)96UFaa'17 (;lM.�pMAN1M0UIMA�f�e.E� iaA6�f1� Omo.c 1l�auwrrNfaU$i HWMnss RpuYrsA rand 1a IIIdNidlld Wa only it NCYH�� COIRR/�l:TOR w doh 1 found rtlum to: BinkimeCard Oleos of aleConMaaar Af1Yrs and Eud lsaa Rapdallon 1 owI9/9000 OnaAald„ulanMaas-BuRa19M NOR HEAST S INC. eoalo��NA 9H10d LOUisYAfNO ��R.LGO —^ 1 NORTH AVE.MA l�� 1N11fA BUf�IN(1TON,NIA 01803 � of Massac; PmI.syoaai L-. s antlssnnWrds t. ,- a� *per fi?k • , , I UN r 1 ?019 SHEET INDEX �•,..:. - PROJECT DESC-IPTION: I PROJECT MANAGER II PV-1 SITE PLAN 8 VICINITY MAP ���E��4 A�TLA7WyI{ Y� q`A N 28x330W ROOF MOUNTED SOLAR `f 1 f• 7,`l�C IVCI�-.LJ I i a f � IAN CLIFFORD PV-2 ROOF PLANE MODULES .i lily® Y!} H, IYI A I1` SYSTEM SIZE:9 244 kW ES 11DCSTC OLD K I N G J H i G H NAY PV-3 MOUNTING DETAIL&P.O.0 DETAIL ' PV-4 ELECTRIC LINE DIAGRAM& 91 30° 170' �I EQUIPMENT SUMMARY ARRAY LOCATION-- WIRING CALCULATIONS ' 28 PANASONIC:VBHN330SA17 MODULES r= .61E1r. PV-5 PLACARDS 92 17° 170° 01 SOLAREDGE:SE10000H-US(240)INVERTER ° N PV-8 LAYOUT MAP PV-7 MODULE DATA SHEET * _ - PV-8 INVERTER DATA SHEET .`1• ^ A PV-9 OPTIMIZER DATA SHEET ' - —_� PV-10 RAIL DATA SHEET e1 . i PV-11 ATTACHMENT DATA SHEET .�; ` '-. y '` REVOLU63UN. ACORN HILL DRIVE (E)MAIN SERVICE j ... PANEL I- _ _ _ _ __ _ -126'-4"FRONT PROPERTY LINE_ _ : -. 1 + CONTRACTOR INFORMATION _ / -EVOLUSUN MAsaACHUSETTS a /.� pI1LCIAM MGM FAWtt I t AVE/VENUE I MANOTC.. EXISTING � 1MNGW I ROOF w.xunEvauew.w.ne� DRIVEWAY '' j f ». DATE:O/A92019 I (18)PANASONIC� (E)CHIMNEY(1'1'P.) I ."""" '• , PROJECT NAME VBHN330SA17 1T_0" 4 '� ,- `�` --'� SCOTT,DUDLEY 2 ACORN MILL DR \i:1 '' HOUSE PHOTO YARMOUTH PORT,MA Z_ / 31'-4" Z a267s J J SCALE:NTS PHONE: EMAIL: I 2-STORY I JOB#:MAO2-19-0104 APN NO:M:0125 W ' 1 1 W B:00033 L:0000 a T - _ _-+. d PROJECT DETAIL O 0 PROJECT SITE 9.24(W STC d ( I CC d 10.0kwAc W ` LU ENGINEERING APPROVAL Cl I I o I, f4 I I fA I CD Y2 (E)POOL (10)VBHN330SAOO77 PANASONR F IC: / c� I 4 I I I r , SHEET NAME SITE PLAN& o VICINITY MAP (E)FENCE — -126'-4"REAR PROPERTY LINE SHEET ANSIIZE GOVERNING CODES 2017 NATIONAL ELECTRICAL CODE 11"X 17" SITE SPECIFICATIONS 780CMR,81hEDITION VICINITY MAP OCCUPANCY SPEED:CAT 142 MPH II UNDERWRITERS LABORATORIES(UL) SHEET NUMBER SITE PLAN WITH ROOF PLAN DESIGN WIND 142 SCALE:NTS EXPOSURE CATEGORY:C STANDARDS PV-1 PV-1 SCALE:1/16"=1' GROUND SNOW LOAD:30 PSF OSHA 29 CFR 1910.289 .,� d b t ' OLD K.;NG'S HIGHWAY 4 LOAD CALCULATION '- - - 'MODULE TYPE,DIMENSIONS&WEIGHT PROJECT MANAGER (E) FRONT YARD N IAN CLIFFORD TOTAL*OF PANELS 28 MODULE TYPE=PANASONIC:VBHN330SA17 AREA COVERED(SO.FT.) 505.12 I'` MODULE WEIGHT=40.81 LBSMODULE DIMENSIONS=62.8"x 41.5"=18.04 SF AVG.LOAD PER CONNECTION POINT(LBS) 28.81 '• REVISIONS ROOF DESCRIPTION DESCRIPTION DATE REV WEIGHT PER SO.FT.OF SOLAR ARRAY(PSF) 2.45 ROOF TYPE-COMP SHINGLE ROOF TOTAL WEIGHT OF MODULES 1142.88 TOTAL ROOF AREA=2487.51 TOTAL WEIGHT OF OPTIMIZERS 58.80 (E)200AMP MAIN SERVICE PANEL 505.12/2487.51=20%OF ROOF FACE AREA COVERED BY ARRAY TOTAL WEIGHT OF RACKING COMPONENTS 37.29 (N)LINE SIDE TAP TOTAL SYSTEM WEIGHT(LBS) 1238.77 (N)AC DISCONNECT REVOLUcUN. TOTAL RAIL LENGTH(FT.) 148.30 (N)SOLAREDGE:SE10000H-US WRING IN ATTIC (240)INVERTER #OF 1T-10"CR-48 RAILS(188i 11 (E)UTILITY METER TOTAL RAIL LENGTH FIELD(FT) 152.17 `�— (N)AC DISCONNECT #OF CR-48 RAIL SPLICES 9 (N)SMART METER CONTRACTOR INFORMATION TOTAL*OF END CLAMPS 12REVOLUSUN MPLRACH OSETiB manaomww rm.aenom DIRECT Pn.22.10,wa TOTAL#OF L-FOOT ASSEMBLIES 43 1 NORM AVENUE I ISALiwraN, \;:lc_.........._________ MOM SIDEWALL RUN I DATE 0009/2019 PROJECT NAME f-7 6„ ,' `r' 17,-8„ --(7,-8„ SCOTT,DUDLEY 2 ACORN HILL DR ''IiI �,,,yyyt_. 1"1 L1 l�O' 1 lt En (N)JUNCTION BOX YARMOUTH PORT,MA 02075 PHONE: 64- y EMAIL: I u � �J L7 Lf ' Li- Li `� Li" ! JOBS:MA02-19-0104 APN NO:M:0125 I V u u u L W Li a u b B:00033 L:0000 oQ p�R ' PROJECT DETAIL I o Iuu LJ i' Li h"LJ `U p Cl LI 1 �P u, j 9.24 KW SIC 7 I S D I P't \ 10.0 KW AC I II II II Vr 4\ Z G I - I I ,f ENGINEERING APPROVAL r\- •I\ 8",ly 31.-10" /-9'-8" / — (N)CR 48 SHARED RAIL TYP. 1,41•SNN I, — (43)PV ATTACHMENT(ROOF#1) f O WRING FROM — (28)OPTIMIZER(ROOF#1) ATTIC TO ATTIC — (28)SOLAR PANELS(ROOF#1) Co CV CO ROOF#2 TILT-17 \ v y AZIM.-170° 2X8 RAFTER© 2X8 RAFTER81Nr PANASONIC: 18"o.c. Ur o.c. VBHN330SA17 SHEET NAME ROOF PLAN& ROOF Si LEGEND MODULES TILT-30° El -JUNCTION BOX AZIM.-170° -RAFTER i -UTILITY METER — -r EMT CONDUIT SHEET SIZE IM8PI -MAIN SERVICE PANEL o -ROOF OBSTRUCTION ANSI B INV I -INVERTER --EXTERIOR CONDUIT 11"X 17" ROOF PLAN&MODULES (E) BACK YARD I AC V -AC DISCONNECT nj -CHIMNEY SHEET NUMBER PV-2 SCALE:1/8"=1.-0" 1 LST 1 -LINE SIDE TAP 18M V -SMART METER PV-2 • C� E3 - P ����� �_ 1r?IVIUU I H J -r<. l(t� 1.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INITIATING CONSTRUCTION. 2.) CONTRACTOR SHALL REVIEW ALL MANUFACTURER INSTALLATION REVISIONS \ I I DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. oeacRiv ion N. 3.) ALL EQUIPMENT SHALL BE LISTED BY U.L.(OR EQUAL)AND LISTED FOR DATE REV ITS SPECIFIC APPLICATION. 4.) ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. ,t1 18"MAX 11 1 I 5.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE / MANUFACTURER'S INSTALLATION INSTRUCTIONS.6.) ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. �EVOLU(SUN 7.) ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 VOLTS AND 1,�„ yyy 90°C WET ENVIRONMENT,UNLESS OTHERWISE NOTED. 8.) WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,CONTRACTOR SHALL SIZE THEM ACCORDING TO CONTRACTOR INFORMATION '� APPLICABLE CODES. 4'-0" '' REVOLUSUN MASSACHUSETTS 9.) PV MODULE FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE mmaea MN WPM. COPPER G.E.C.PER THE MODULE MANUFACTURER'S LISTED INSTRUCTION OM FAX +"a VOIRECTE EI NGGTON. PA O SHEET. xhw sMncoMIA 10.) PV MODULE RACKING RAIL SHALL BE BONDED TO BARE COPPER RP MS"'° G.E.C.VIA WEEB LUG,ILSCO GBL-4DBT LAY-IN LUG,OR EQUIVLENT LISTED LUG. DATE:04/09/2019 11.)GROUNDING ELECTRODE CONDUCTOR(G.E.C.)SHALL BE CONTINUOUS PROJECT NAME I I AND/OR IRREVERSIBLY SPLICED/WELDED. SCOTT,DUDLEY 12.)ALL JUNCTION BOXES,COMBINER BOXES,AND DISCONNECTS SHALL 2 ACORN HILL DR BE INSTALLED IN AN ACCESSIBLE LOCATION. YARMOUTH PORT,MA \ 11_ II 13.) ROOF ACCESS POINTS SHALL BE AT A STRONG POINT ON THE 02875 BUILDING AND NOT REQUIRE THE PLACEMENT OF LADDERS OVER EXTERIOR PHONE: 33'-6" / i APN MA NO:M:0125 WALL OPENINGS. EMAIL: RACKING RAIL 14.)WORKING SPACE AROUND ELECTRIAL EQUPMENT SHALL COMPLY WITH JOBi: �-19-0104 RAFTERS FLASHING NEC 110.26 B:00033 L:0000 PV MODULE TYP. L-FOOT PROJECT DETAIL 9.24 KW STC 10.0 KW AC EVEREST L-FOOT ENGINEERING APPROVAL 1 I MOUNTING PLAN VIEW (E)COMP PV-3 SCALE:NTS END CLAMP SHINGLE ROOF CR 48 SHARED RAIL '�, PV MODULE ROOF POS1(10N N.�, c s�,6 Qc/ ALUMINIUM FLASHING SHEET NAME MOUNTING& 10000000000000000.11.11111111111111.1111111111. -I, 2X6i�ER POC DETAIL '` STRUCTURAL SCREW, SHEET SIZE LAG SCREW,HEX HEAD, 5/18"X 4", HEAD, QMPV,T-30 HEX WASHER ANSI B HEAD,5/18"X 4-1\2",18-8S3 11"X 17" 2 I MOUNTING METHOD MOUNTING METHOD SHEET NUMBER PV-3 Rl"AI P:NTS PV-3 SCALE:NTS PV-3 P r ARRAY CONFIGURATION PV MODULE SPECIFICATIONS INVERTER SPECIFICATIONS POWER OPTIMIZER SPECIFICATIONS WIRE AND CONDUIT SCHEDULE AC SYSTEM SUMMARY PROJECT MANAGER NOMIML SYSTEM VOLTAGE: 2<C VLLTB AC MAN CUFFORD MODEL NO.PANASONIC:VBIW3308A17 MODEL NO 80UREDGE'.SE10000N-U8 MODEL NO.UOVAE00E:P<W MAXCURRET PER 880.5/U/UI RA SYSTEM:8.24 KWSTC,10.0 KW AC CORD COED GOND OND ONO GOD CONDUIT NEWT:40.81 U38 POKER RATNW:10.0 NW AC MAX INPUT POWER:400W T^O OTT WE TYPE OTT SIZE TYPE SSE MAXORRET PER 5808(SN1): 52.50A TOTAL PV MODULE DTI:25 N.M.VOLTAGE:240 V MAX VOC:TBV DIMENBIONB:52.5'X41.TX14"INCH INVERTER ID.S !NM MODULE POLVER O 8TC'33DW MAX OUTPUT CURRENT:42 A OUTPUT CURRENT:RSA DCi 2/STRING AWW10 PV-RARE 1 AMPS BARE N/A IWERTER AC POWER DWI: 10.0 VCC(MEN-CIRCUIT VOLTAGE):E.7V CEC WEIOIRED EFFICIENCY PS% OUTPUT VOLTAGE:SO V DC2 4 AW0510 THWN-2 1 AWdS THWN-2 1/r REVISIONS PV POWER(Ming 924 VMP(TAU POAER VOLTAGE):so V MAXIMUM DC VOLTAGE:480 V MIN.STRING LENGHT:5 DEBCRIPDON DATE REV AC1 3 AWON THWW-2 1 AING05 THIMI-2 3/P MODULE TOTAL CITY N I8C(SHCRT<DRCUR PARENT):5,07 A INVERTER QUANTITY:1 MAX.STRING LENOHT:25 OCAC RATIO 0.92 IMP DAN/AOAER CURRENT):570 A MAX STRING POWER:8009 W STRING 1 GTHCITY: 2 1 PV SYSTEM MAXIMUM VOLTAGE CALCULATION PER NEC 690.7(A) i SIRING LENGTH 14 V0C MAXWF TEMPERATURE AEVOLU SUN MAX.OPEN CIRCUIT VOLTAGE 4S0 CORRECTION X VOC X MODULES IN - CORRECTED OPEN OPERATING VOLTAGE 030 FACTOR SERIES CIRCUIT VOLTAGE ..r MAX.SHORT%RCUIT CURRENT 37.5 115 X 587 X 1 • 82.25 OPERATING CURRENT'30 CONTRACTOR INFORMATION I INSIDE DAMEN! ON ROOFTOP • - SLDG.EXTERIOR WALL - REVOLUSUN MASSACHUSETTS TO UTILITY GRID 811.270.0593MNNIX1IA08.O811 I INVERTER: DINKY PRIRRM FM• , 1 NORTH AVENUEIWU54WTa1 SOLAREDGE SE70000M-US rGIW OF IWLAw•s�rXR /AA0103 OUTPUT:240 VAC,42A MLR.ME CN WAWREVOLuw1COMMA 88.0%CEC WEIGHTED EFFlCIENCY ral rccxgs18M1)M IMIm1 . VmIUFVMUMMAREOEIM37 STRING 1:(1)PV MODULE PER OPTIMIZER ® NEMA 3R,UL LI6TED.INTERNAL OFDI S DI01X oF T"F CONDUCTORSMALL 1-PHASE.240 v (14)OPTIMIZERS CONNECTED IN SERIES AFCI NOiO°�10IT 4.62 KW SIC TOTAL I UNGROUNDED.TRANSFORMERLESS AC5SC NNECT. DATE:04/1392015 N (N)JUNCTION BOX I r------------ - ------------ PROJECT NAME OM WC,NEMA 3 UA IDC2I I we SIDE TOP NEM 5Ru URED i MODE SMEMET--+ LISTED = ^A � �--�7- SCOTT,DUDLEY �-XNNpllIllIllIllMlrtp____� , I f ERTI RTIF61 N uli+l Cr,METER 11 FG-7 ---.I AC1I mp (a)...VNmR 2 ACORN HILL DR •D O e D e D �, I I My MAu uetw To moo YARMOUTH PORT,MA ___ L�°V r_ I '� 1 u AL. 0 - io--_m,J i 02675 0 0 fv� 0-'- Li L2�N G l I I E}v-1, T __- N T n Ac1. I u - L+ PHONE: �,. I- I �A - -{. T I n� _ �. -� EMAIL: 11 p199� 2 1 -�\•� N N (ET MAN SERVICE JOB MA02-19-0104 __.._ _�___ pg_ - - 1 y�EE�, 'L L. _ L-- 0 ..G PANEL E0,aW,2OWRe D. 9 T d"�-}M PANEL 1ALL ➢v,2P APN NO:M:0125 -- -- --. _..-- sv� • I MAT w L L M B:00033 L:0000 ECT OR MAY �_-_.-_�. - i-_�_- _1 Li-.V� _..__ _ GPASS THROUGHOMITTIO PROJECT DETAIL KW 24 STRING 2:(1)PV MODULE PER OPTIMIZER i LOAD 510E BOTTOM • D a 9 10.0 KW AC (14)OPTIMIZERS CONNECTED IN SERIES • 4.62 KW STC TOTAL I J I • ENGINEERING APPROVAL _1 IXISTING GROUNDING I ELM/ROCS SYSTEM I AMPACITY CHECK FOR AC DISCONECT CONDUCTORS CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR AMPACITY AMPACITY CHECK i1 CONDUCTOR S MEE<V CIRCUIT MAX MAX RAPACITY 4 TAG CIRCUIT ORIGIN AMPAGTY. OPTIMIZER SOF MAX DESTINATION MATERVLL TEMP' TRADE 30'C PER OUTPUT X PARALLEL •CURRENT PER%125%PER CURRENT CURRENT CONDUCTOR 73 AMPS DEN ) RATING SIZE 310.15(B)(1G CURRENT STRINGS 880EVN(3) 5803(SX+) • CCBOS)I1) NDSOTKI) AMPAOTY 310.1 S 75 MAPS X.5440.4 SHEET NAME DC1 INSTRING COMBINER BOX COPPER SO" AWwtO 30 AMPS 15.0 % 1 • 15.0 AMPS % 1.25 • 15.75 15.T3 AMPS< 30 AMPS MA X.W(Mry)•N.N•5230 ELECTRICAL LINE DC2 COMBINER BOX INVERTER COPPER 50. AWMHO 30 AMPS 15.0 X 1 • 15.0 AMPS X 1.25 • 18.75 10.75 AMPS< 30 AMPS DIAGRAM CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR AMPACITY AMPACITY CHECK 01 CORRECTED AMPACITY CALCULATION AMPACITY CHECK 62 SHEET SIZE CIRCUIT CIRCUIT MAX MAX MAX RAG AMPACRYO INVERTER MAX CONDUIT DENTED DENTED ANSI B ORIGIN DESTINATION TEMP. TRADE SOF 125%PER CURRENT CURRENT CONDUCTOR CONDUCTOR TEMP CURRENT MATERIAL RATING RAE ]0'C PER dRPUT %INVERTERS CURRENT PER%S80 SO3X1) PER PER < AMPACITY AMPACITY X DEMTE X FlLL CONDUCTOR PER < CONDUCTOR .T.T X 310.15(�(1S) CURRENT OOS.SW(3) N0.8(B)(1) 550.5(8X1) DERATE AMPACITY 5508(B)(1) gMPACTTV 1 111 17" AC1 INVERTER SUN SEEL DUCE COPPER SO• AMOK 75 AMPS 42.0 X 1 • 42.0 AMPS X 125 • 5230 52.50 AMPS< 75 AMPS 75 X 0.M X 1.00 • 70.50 52.50 AMPS < 70,50 AMPS SHEET NUMBER PAN PV-4 PROJECT MANAGER IAN CLIFFORD DIRECT CURRENT PHOTOVOLTAIC POWER SOURCE WARNING:PHOTOVOLTAIC ELECTRICAL SHOCK HAZARD POWER SOURCE REVISIONS DESCRIPRCN DATE REV REQ'BY:NEC 690.31(G)(3) 7 TERMINALS ON BOTH LINE AND MAXIMUM VOLTAGE: 480 VDC APPLY TO: LOAD SIDES MAY BE ENERGIZED DC WIRING CONDUCTORS OR ANY IN THE OPEN POSITION ENLOSURE CONTAINING DC WIRING, MAX CIRCUIT CURRENT: 30 AMPS SPACING SHALL BE NO MORE THAN 10 FEET REVOLU(SUN, REQ'BY:NEC 690.53 1 APPLY TO: AC DISCONNECTS INTERIOR AND EXTERIOR REQ'BY:NEC 690.53(1-3) 4 CONTRACTOR INFORMATION: APPLY TO: INVERTER AND ANY DC DISCONNECT REVOLUSUN MASSACHUSETTS m+zm.aroMun Pm,me.mii DIRECT PM,Sn.EIM FAA wrm AVBEE MAlllOiox, MEIf VAW REW WMRLCOM AA MA REGIME.", PHOTOVOLTAIC SYSTEM AC s ip RAPID SHUTDOWN SWITCH FOR DATE:Owwao19 SOLAR PV SYSTEM DISCONNECT PROJECT NAME SCOTT,DUDLEY REQ'BY:NEC 690.56(C) 15 I 2 ACORN HILL DR TURN RAPID SHUTDOWN a YARMOUTH PORT,MA APPLY TO: SWITCH TO THE 02875 "OFF"POSITION TO INVERTER NEXT TO DC SHUTOFF IF RATED AC OUTPUT CURRENT: 52.50 AMPS PHONE: SHUT DOWN PV SYSTEM INVERTER IS INSTALLED OUTSIDE, EMAIL: AND REDUCE OTHERWISE APPLY TO MAIN AC DISCONNECT NOMINAL OPERATING AC VOLTAGE: 240 VAC NO:APND M D9?11 5 SHOCK HAZARD B:00033 L:0000 IN THE ARRAY REQ'BY:NEC 690.54 PROJECT DETAIL 9.24 KW STC APPLY TO: 10.0 KW AC AC DISCONNECT AND LABEL VOLTAGE AND CURRENT WITH PERMANENT MARKER ENGINEERING APPROVAL REQ'BY:NEC 690.56(C)(1)(A) 2 APPLY TO: INVERTER ONLY OR NO MORE THAN 3 FEET FROM INVERTER DUAL POWER SUPPLY SOURCES:UTILITY GRID SOLAR ELECTRIC CIRCUIT AND PV SOLAR ELECTRIC BREAKER IS BACKFED TRUN OFF PHOTOVOLTAIC AC SYSTEM DISCONNECT PRIOR TO REQ'BY:NEC 705.12(B)(3-4) 9 _ SHEET NAME REQ'BY:NEC 705.12(B)(3 4) APPLY TO: WORKING INSIDE PANEL 6 TO BREAKER OR AREA LABELING PLACARDS APPLY TO: BREAKER SUPPLYING POWER TO CIRCUIT LOAD CENTER,MAIN INVERTER AND OR 2 CIRCUIT LOAD REQ'BY:NEC 690.54 SERVICE PANEL AND METER CENTER SHEET SIZE 3 SOCKET ANSI B APPLY TO: 11"X 17" MAIN SERVICE PANEL AND METER SOCKET SHEET NUMBER PV-5 ° a op ,_ce V g +e d Uzoo pip ' oEw< ii 5 § J� goo !oi U = 8 w OWp 1 a ' z 2 Z O f a 5 WrcF D U- O a og a ix rc .__—._.7 tr.. 75) U) 4 a 1.4 : gym . _. _ - —.. — , iii LC I kt^ . e 1 t - 9 - T f=,Ktvliiu I ! 1 i .,DLL,-- b(E I l �...r4 I �h A I,11 PROJECT MANAGER \I \�._/ I l y-11 V f"'s IAN CLIFFORD HIT panasonic HIT Panasonic REVISIONS Pheterntn.le Module PNetesehab Module DESCRIPTION DATE REV N330/N325 N330/N325 • w rtechnology - __Po.vlp_W 2xw 1 Panasonic's unique hetero'unction uses ultra-thin ....� ELECIRICAL SPECIFICATIONS PERFORMANCE WARRANT' EVOLU SUN, amorphous silicon layers.These thin dual layers reduce losses, sons resulting in higher energy output than conventional panels. w.mwmP.mr Wepp.rr,W caw anw Owners Pew a,..,tlWnl s.m s.4s• • Dprn Conn WOt Nal ea.N WE/ nit -+ . c,.,.ntnMlenv• CONTRACTOR INFORMATION O,mr.wn CetlNnnllhnW -DHesrC .41a9Mt as .w,eCo.wum lw.I .lane D1wrcon REVOLU8UN MASSACXU8ETT8T.,e..wmcawmmlb.lDgImV'C2.14m•PC11111111' . m.zm.eeaMMX PO2.aa0.®11 qmR RN.mMea FAX NOVuYC uLKI NORTH AVENUE'aIR1INOTGM •R�a. -- sons e.rr OMoum ' CSC OTC Patin ITTBInnl AT.IO NSW / WhWREVOUJOUNGOMMA - �-. . COI Moen 2201% Tins DIMENSIONS 1 MA RES WM> -Hem wr MOOT ERkev III. MPS "`°'-"°` Wanon Fv I 1e.sw MVO I y�'� '.. • DATE /t016 u.Wwn s2.am vaup. gggp yp. � B® '' I PROJECT NAME -.."*". 1 I Urns Fu..nx„y "- �" I1111114111111:j:::::: l r� SCOTT,DUDLEY ------- - -------- ---- --- . Worn.realm.F/-I .1nv.0w. .mw.pv 1.�10.�.1.1� I ' 2ACORN HILL DR Advanced biracial cell designed for increased energy output. ' .11.11.11.1.. YARMOUTH PORT,MA The cell utilizes sunlight reflected back from the rear side • - . MECHANICAL SPECIFICATIONS • .S�...... 02875 .ENIMMEM. material which captures more light and converted into energy. MENIMMEME o® i PHONE: MENI♦MENE EMAIL: Paeaa0111e C,.....esrW . Interne eyp..s Doan 4gyaa Goan Vann leggFV UATM .......� JOBS:MA02-19-0104 NVOn1 Lin Pasg1 ........ 1 iiiimi iiiiiiii • ........ • APN NO:M:0125 llionoan UMW 62.6A1S21.2 m.11M0/1e1a0ran L'—' ,,,. ""-"I 8:00033 L:0000 . a role Loon.w .. OEM.in.IIODODOenml ./nrn PROJECT DETAIL -� wwe a./nn HA urw/w Ulm ip4 924 KWSTC Cennanr Toss C.na1-Ton 0RC2" II !{ siww.a,ss caw ,v PSFooml-' g '"''I ! ; ©F.9f'�if -F.1 10.0 KW AC Our com etitiveadvanta es POW 4A.I.422..e.4m I,a� \ ©F �f 1f iF'.1 I p g ENGINEERING APPROVAL Owns p.Tani I POW ONO 24../11142.146 Inv I.It mII,nS.M Mew she inn in*Bonn 4 un,.luw High Efficiency at High Temperatures 25 Year Product and Performance Warranty** p.m,40.Cantu/ CT as. As temperature increases,HIT•continues to Industry leading 25 year product workmanship xxm,i.}P.Go../ Hews DC PEMANCE ON IRRADIANCE perform at high levels due to the industry leading and performance warranty is backed by a century 2m temperature coefficient of-0.258%/•C.No other old company-Panasonic.Power output is morn module even comes close to our temperature guaranteed to 90.76%after 25 years,far greater r OPERATING CONDIT IONS A SAE ETr RATINGS w mr characteristics.That means more energy than other companies. sap a.w throughout the day. aP./.nng Tamon.. o, ,.o-4PC ten, 31 ,,, —�� WO SOTS Snot MAKIN 1 n.R.Mnel21Nnl.l s:mpn DINO m _ �\ OwUty and Reliabilitymai Higher Efficiency 19.7% s..,.n.,C.n«W.o aL'TOT.m.cw «"" OPanasonic's vertical integration,20 years of Enables higher power output and greater energy ILILMIN R.cw.Il..10, T,n2 n ,w,p m \\ experience manufacturing HIT•and 20 internalMAIII yields.HIT•provides maximum production for your ,s.,,nr/„I,.,rr,+ra,,.u.2s..ter-. IN tests beyond those mandated by current limited roof space. N, standards provides extreme quality assurance. WTI,Son.No Conant Airmen,.s:....e „w.,.25-c 0 10 inLow Degradation _.. Enhanced Frame Design 0.4.lm a`°...:, ,. mr.,o w�me. �++P ew.«..�a,c�,nn.w:ue"" Icwu,n....no..2FtCI 021.vmA10 _ SHEET NAME HIT"N-type'cells result in extremely Low Light C� A new 40 mm frame increases durabilityand `„,..."" N„// ie .,nnn.p..a.,,enmeon./s Rene read MPnn,[2lM1egvaucn. MODULE Induced Degradation ILIDI and zero Potential strength being able to handle loads of up to 5400 Pa. A Mown/ , ,,,,,.Mw Bons..F. I..I..B InducedD redationlPlDlwhichw supports Also,the waterdraina agive "ln`v"°"°� """ °M""`niOJi .""nnnnMa10 ,.w..'.e inn.wn.ni..O.,.p.n"' e�^ SPECIFICATION e9 ppo 9 system9 MwnsPBon.a,.,,.B,m.n,..,w..m..nB,...,.,I ma.. .mow.,.. reliability and longevity.This technology reduces snow melt a place to go,reducing water stains and annual degradation to 0.26%compare to 0.70% soiling on the paneL Less dirt on the panel means SHEET SIZE in conventional panels,guaranteeing more power more sunlight getting through to generate power. . for the long haul. ANSI B w1-.......w..Mw.Ta....w.. Panasonic • 11"X 17" SHEET NUMBER PV-7 . i z F m g 3 o j Z W D f 'xig$ S W WOf p�VJ 6 �O W w �{ rc• I R.S i' c W o I w� pg o J1PI! 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Yi b :1,3 a s i s r<1 M 'g h-€aHr; Pa"ataas !ry1 ill i r,, € . . ail€f e. r ��€�ts.5�5£s1�£i gym` 1 I r e :5 O / Y 5 5 E E,1,1 I E E E L E:E-a�E; € 3 s1, 11- g ..,tilt ;11 SEIiU flAN I C; 3 1 . .. re i __ �'., '•. d L - 0o k N 0 w w 4.� �, ,.. �cn • . • . • g. o » if n a)al 1— co OD cc) g a • yy V f Ai y. gq Sy J.; 1 y z F §.WLh Wpmqo_� R 0 a W� 11 �h 0 0 '=a hNiOoi , N< ' 1 N V g m ?S Ii '! 9rc o �2mWa W LL w Zx Wd� � 3 �a r° 1= aog =ate tea! w i �Uta = •Oa to a yy yy iI 3 M Y i g E c c:\ r ; i } E E y i W V m m 1 c" R r '" 3 •Lk j g:� t �N v 2 v [` - v a 4 EF gg ,� tE S 1 _ y 'i5. 41 ,9•�g it 1 11 � a K a s s p la fs 8 9 ! ¢1 i 97 sl Q CM x5 B.R 8 �$ §5@ 11a !i rt 51ill gin ) TIM h Y o 3 E VR1 q(O € ‘IiP E {I6 � 3 lt.!;;�e°F� Lk POWER OPTIMIZER $ a - L og i ca ! i fgr2 0 Ela CO Z Y 5 u -Et N 12 c G Z O E t 0 v B i p W _ z F 3. 41 in hima CU i _ Q. a N N h E •70 Q C E a a O E 2 � ,�p o °1 'E dl f^Y1 1 8r 0 .8 g E E E. 3 r tg . U 2 a O ii z tEz i 3 CL �° M x.€ R 1 4 a. rr,JJ I: I �) I ) l - G H VVA'1' ) PROJECT MANAGER f Iv _.. IAN CLIFFORD ` REVISIONS ERE IT E R E S T DESCRIPTION DATE REV Mounting systems for solar technology Mounting systems for solar technology . REVOLU�BUN, Shared Rail for Pitched Roof: 4141th UL 2703 Usted Fast simple Installation No dnilirg,no bonding jumpers Pre-assembled universal mole camps won CONTRACTOR INFORMATION integrated bondng Robust bonding rain sphces REVOLUSUN MA88ACXUSETTB LOW part TI.VOIN611RHWedaaaal' p PRER pallRatM Fwt Also compatible wdh the roofs using Commom:y �e10T0M available roof hoofs VANW Evcwaun.COMMA aromm� UL 2703 LISTED COMPONENTS ® DATE:04/050018 All components essluated under UL 2703 and encompassed within Everest Solar System's UL 2703 Listing shown below 2 PROJECT NAME If you seek a UL Listed System,only the pans shown on this page are aaeptable. SCOTT,DUDLEY ' CrossRall 48-S/48/80 ^� Bu WEEK L 8.0+Hardwerr 2 ACORN HILL DR mdY u9 YARMOUTH PORT,MA Ma,ena aN mmum Or Burndy WEEB Lug 10.3+Hardware 02875 kvt"h.mra,dad arwdted f WEE9 kug Matnal an plated nipper PHONE: Hardware sta�mxs steel EMAIL: - - -- JOB*MA02-19-0104 Rail Connector Set' L-FOOL with Hardware APN NO:M:0125 elT� Matenal.aWrnmFn Metered alumnus B:00033 L:0000 Finnh mill dart anodized �� finish mil.dad amazed PROJECT DETAIL 2 Hardware sta mess steel Q • Hardware swmless steel 24 KWC Structural Rail Connector Set Optional:Array Skirt Boo KW AC gill CR 411-S Matnal alumuxm Material ab nun Fran dad anodized 2 Hardware stainless steel *in Hardware stemless steel ENGINEERING APPROVAL 30 50 m it Mid Clamp UL2703+Set' Everf lash eComp with Slider Kit I 30 50 m Vilion. Materal.Amin"stemless steel Mate ral stwnless steel ern5h wive S enkh'.vier,dark 9 S $ '3 ail End Clamp Set' EverFlash qComp with Slider Kit mAir 30 50 in Mateo al alunxmun,stainless steel Ma100tena1..stainless steel avysh.vlee . ASSEMBLY INSTRUCTIONS ,Q Hush Veer,dark 2i optional:Micro Inverter and Optimizer RESIDENTIAL ROOF SOLUTIONS ., Mounting Kit'• "4°' Merenal:stamlesssmel CROSSRAIL SHARED RAIL SYSTEM 2 111'• SHEET NAME ATTACHMENT Y..enan wwwr,xu rHs n"p�ey.n.a m.+.wk u lets b e LL:)a)r.+tu Sven. SPECIFICATION LIL 2703 Listed System USA SHEET SIZE .'.:Lt........0 ,.. rw- , ANSI B Materials Required 1 Oil 4 115 11"X 17" SHEET NUMBER PV-10 0 1 Z F `og o F Z 6 r O v 6 _ g =!iPi' UJi $ Q < Lij CO Gj .Ji O 0= . mWr- O5 O o 5 o W Io p 4a � � % n O_ O _ O 49 4 0 8 C v O ' m m C 0 4 To" es W 41 N N c w 0 o a U =w x� c X m o m -0 E.' 2 m a N41 .2s� ] )2 d Y c. c N 3 C z . 88 mo .0 O N o Q 'E CO � 1 m mp O $ a_N+N N Q 10 2 I- ^4i ^ Z U CC 0 co u N O ' C N • L O QW QV a> U ; Ea+ EO OL � a co o N 0 E � 4,2,i a+ LL • ; _E > ci u. x 5 W n ;' m a a �' I 4_ N rymO h • W y= _ J .q o m E is 1L lip c q l`p Z mI om -et/4' t`'a N' 0) c to '' m Fa e 0 40 Wiy cv C n D „,.i., ili, 0 ENE �r J U x o O t o r trY. t t N / to �, " W11 Z 'Wr' VECTOR E 11 O 1 r'I E E R S VSE Project Number:U1883-0818-191 April 18,2019 Revolusun ATTENTION:Ian Clifford 1 North Avenue Burlington,MA 01803 REFERENCE: Dudley Scott Residence:2 Acorn Hill Drive,Yarmouth,MA 02675 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category:II Design wind speed: 140 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x8 rafters @ 16"O.C. Roofing material:asphalt shingles Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The roof is adequate per the attached calculations. The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The connections to the existing roof shall be spaced at 48" maximum. It is our conclusion that any additional seismic loadings related to the addition of these solar panels is negligible. 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com r" - VSE Project Number:U1883-0818-191 Dudley Scott Residence VECTOR 4/18/2019 E n © i n E E R 8 Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables. The design of the solar panel racking(mounts, rails, etc.), the connection of the racking to the roof and electrical engineering is the responsibility of others.Waterproofing around the roof penetrations is the responsibility of others.Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC 7 WELLS souses irTINIC+'tuRAL NS.WINO Dig by wells Holmes v' CN ,es:Is Holm Wells Hol - 0 , NG1586607 • * 04/18✓2019 Date 18 0922:03.06'00' Wells Holmes,S.E. MA License:54240-Expires:06/30/2020 Project Engineer Enclosures WLH/wic 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VECTOR JOB NO.: U 1883-0818-191 SUBJECT: GRAVITY LOADS E r1 O 1 n E E R S PROJECT: Dudley Scott Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD(D) pitch loading Roof Pitch/12 Asphalt Shingles 2.3 1.15 2.0 psf 1/2" Plywood 1.2 1.15 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2"Gypsum Clg. 0.0 psf M, E &Misc 0.0 psf DL 6 psf PV Array DL 4 psf ROOF LIVE LOAD(Lr) Existing Design Roof Live Load [psf] ASCE 7-10,Table 4-1 Roof Live Load With PV Array[psf] w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope[x:12]: Roof Slope[°]: 30 30 Snow Ground Load, pg[psf]: ASCE 7-10,Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: ASCE 7-10,Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Ct: ASCE 7-10,Table 7-3 Risk Category: ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pf[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm[psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? ; ASCE 7-10,Section 7.4 Slope Factor Figure: Fi•ure 7-2b Fi•ure 7-2b ASCE 7-10,Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps[psf]: 25 25 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 25 © ` ~ a �\ „ q ; ; ,j ■ „ ■ ■ ■ 7k I■ # # # ##■# # # ## §20 k ■K§. §- ### # # R■ I °§ . ■ nm kp/Ik /� ; ; ; ; ; ! ■■ ■ § ƒ te$ 2£k8p0 # I § EVV&INR # ## ! " )k ` ; & , /\§ £°g -te iii El 41 ill VAC ]#_ § aSa , ■ ■ . k | | | § k |, , na /£N in | | | k | \4k | | V ‘- �A o N. oic \§ ce I �� � R d 5 ` 3 /� 7 2&u LO | B � �» 6 2 ae al omRER 0 2M/HD 2 G ■ I I ki 5 ,PLIES$ (0 )0!/k R �!!/k ACE\ React&m\ 0 )le -ie LL ire z %8,s— z©< 0 I Go ■ . ■ i2 !§E\ E E ) ! J-2- : ;E : 0■ 2 2/Ef VJ' U ff k ■ § g ce a. § tiro JOB NO.: U1883-0818-191 EC T O R SUBJECT: SOLAR LAYOUT E n O I f E E R S PROJECT: Dudley Scott Residence 2Aesn NM Dr 11.010016 M11 slnm T.17 100c A.170 " ' • .. .. t e r= i { 30 0- A.170 I 4 w IV IYem i Y VECTOR E n o i n E ER s VSE Project Number:U1883-0818-191 April 18,2019 Revolusun ATTENTION:Ian Clifford 1 North Avenue Burlington,MA 01803 REFERENCE: Dudley Scott Residence:2 Acorn Hill Drive,Yarmouth,MA 02675 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequa e to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category:II Design wind speed: 140 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x8 rafters @ 16"O.C. Roofing material:asphalt shingles Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The roof is adequate per the attached calculations. The solar array will be flush-mounted(no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The connections to the existing roof shall be spaced at 48" maximum. It is our conclusion that any additional seismic loadings related to the addition of these solar panels is negligible. 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U1883-0818-191 Dudley Scott Residence �/ECTOR 4/18/2019 E n O i fl E E R S Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found.Connections to existing roof framing must be staggered,except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables. The design of the solar panel racking(mounts, rails, etc.), the connection of the racking to the roof and electrical engineering is the responsibility of others.Waterproofing around the roof penetrations is the responsibility of others.Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC / %virus L.\\ HMOS , >l Dip by Wells Flotrnes �4 i /' • Is Holmes, Wells Hol - ° y s� ENGINEERING __ • Date . '•-.18 0922:03-06'00' 04/18/2019 Wells Holmes,S.E. MA License:54240-Expires:06/30/2020 Project Engineer Enclosures WLH/wic 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VECTOR c-rOR JOB NO.: U1883-0818-191 SUBJECT: GRAVITY LOADS E rl B I r1 E E R S PROJECT: Dudley Scott Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD(D) pitch loading Roof Pitch/12 Asphalt Shingles 2.3 1.15 2.0 psf 1/2" Plywood 1.2 1.15 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum CIg. 0.0 psf M, E &Misc 0.0 psf DL 6 psf PV Array DL 4 psf ROOF LIVE LOAD(Lr) Existing Design Roof Live Load [psf] ASCE 7-10,Table 4-1 Roof Live Load With PV Array[psf] w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope[x:12]: Roof Slope[°]: 30 30 Snow Ground Load, p9 [psf]: ASCE 7-10,Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: ASCE 7-10,Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Ct: ' ASCE 7-10,Table 7-3 Risk Category: ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pf[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm[psf]: 0 0 ASCE 7-10,Section 7.3.4 Unobstructed Slippery Surface? " ��' '%ASCE 7-10,Section 7.4 Slope Factor Figure: Fi•ure 7-2b Fie ure 7-2b ASCE 7-10,Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps[psf]: 25 25 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 25 : . o$ q „ ; ; , ■■ „ § a § $ 2 — oa i§ ## # # #KKK # # ## -00 a # # # §. # ■#§E # ! §I !_a/rg " " aio@ ° ■ ag ; ■ ! 2 ■ ■ ■ 7EI _ 1k Jk alA�g ° # ■ RE § §KKKR # ## § /K ` ; � R ){_ o2§ llo �m ®�4 !rf § d § )� k | | | | kk\\ � kk2 )/ §■ _ | E k #f# ■ | a l¥ik | | ■ K § § ■ « i'£ ps - 2N :ii: J li:1 7 il e 0 ` 21 /8 72-mu S / 0� 6 k �{ al D7ITER § 13M/HD/ 2 ■ - ii .2 5 ,PLI ES2 ez )!k/£ 0 0-!!/£ 03E\ React%B� to to AP it LL ` _ \ IXto %3li� § co t to t �� f!%\ ■ • �■ i§ 2§E\ . _. « ,P_9 e 0 2aE VJc0_ § % \f t >al a. Z a. 0 C !■ JOB NO.: U1883-0818-191 EC O SUBJECT: SOLAR LAYOUT E fl © l rl E E R S PROJECT: Dudley Scott Residence Dudley Soon •-• :Acorn NMa Yamerullt n710 T.1? wok A.170 ,•-•••• t 00:0. A-flO leln (^ _ Aft b sale 10'S`--{ TOWN OF YARMOUTHRFC ' 1146 ROUTE 28,SOUTH YARMOUTH,MA 02664-4451 J N `,' 1 2019 "" '? Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 " 2 2 2 TOWN �KOLD KING'S HIGHWAY HISTORIC DISTRICT COMIIVIITTE&IvIuo i OLD KING'S HIGHWAY SOUTH YARMULTI-I MA APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings,photographs,&other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS,PHOTOS,&SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial X Residential 1) Exterior Building Construction: New Building Addition Alterations Reroof Garage Shed X Solar Panels Other: 2)Exterior Painting: Siding Shutters Doors _Trim Other. 3)Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: Address of proposed work: 2 Acorn Hill Drive Yarmouthport MA 02675 Map/Lot# 125 33 Owner(s): Dudley SCOTT Phone#: (508)362-6935 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 2 Acorn Hill Drive Yarmouthport MA 02675 Year built: 1983 Email: dudleynscott@aol.com Preferred notification method: Phone X Email Agent/contractor: Northeast Solar Services dba Revolusun L'ac i `ctr;-• Phone#: (781)270-6555 Mailing Address: 1 North Avenue,Suite A,Burlington,MA 01803 Email: louis.yarid@revolusun.com Preferred notification method: Phone X Email Description of Proposed Work: Install Solar array and connect with existing utility. Type:Rooftop;Qty.Panels:28;Total kW:9.24 Signed(Owner or agent): Date: 5/21/2019 ➢ Owner/contractor/agent is aware permit ired from the Building Department.(Check other departments,also.) ➢ If application is approved,approval is subject t 0-day appeal period required by the Act. ➢ This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. ➢ All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections. For Committee use only: Approved Approved with Modifications Denied Rcvd Date: 671:)-a-11 Reason for Denial: Amount 460 cEDCas 7 3 Signed: " Rcv��by. !�/� 45 Days: ! g� OLD <lisJC.S +i�GH�NAY Date Signed: C//0/Z01? 1 APPLICATION* � Q