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HomeMy WebLinkAbout0110 ROSARY LANE ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel y Application # a Health Division mate I�ued ®1 a, Conservation Division --%pplidialion Fee Planning Dept. Z. cPerr Fee Date Definitive Plan Approved by Planning Board ' � 4 in Historic - OKH _ Preservation/ Hyannis ► Project Street Address k to VAQs Village M,A o Owner Address Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 1� Flood Plain Groundwater Overlay Project Valuation t 0000"`Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: B a� i peals Authorization ❑ Appeal # Recorded ❑ Commercial Yes ❑ No If yes, site plan review# Curren se C� � •�il��L� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name U `11 tJ r\C-f-Vk J f �O Lj�4 Telephone N&Aber � ID Address iA�®itj License # 11 L Q ��� `�- � � - Home Improvement Contractor# Email 1 � l.� So 1�. C4 h Worker's Compensation #C:5 4v.® LR D 060 4 29�8 �7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE fi DATE A 1 FOR OFFICIAL USE ONLY _APPLICATION # _.DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. a l ' SHE Town of Barnstable Regulatory Services i Richard V.Scall,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma,us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section I£Using A Builder I ,as Owner of the subject property hereby authorize rOAVIO V-t`3ItEj act on my behalf, in all matters relative to work authorized by this building permit application for: 1 SXP7 t-At NNE A (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final Zections are performed and accepted. S• ture of Owner Signature of Appl c nt QJ JW,W X 6 1- W71- Print Name Print Name Date S 1 ou 4—\ fd OM 1 4 ® .Massachusetts Department of Public Safety F . Board of Building Regulations and Standards License: CS-109776 Construction Supervisor DUSTIN MCEWEN k . 26 LOMDARD ROAD, HUBBARDSTON MA IVV2 ' ( --^ Expiration: Commissioner 09/08/2019 i SOLEINC-01 CFERGUSON CERTIFICATE OF LIABILITY INSURANCE DATE 3012,Y 01/ 0/2017 7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER C NRATACT Provider Group PHONE FAX 160 Gould Street,Suite 122 A/C,No,Ext:(781)444-0347 A/C,No:(781)444-8961 Needham,MA 02494 E-MAIL gEss:needhamr@providerig.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Landmark American Insurance Co INSURED INSURER B:Ohio Security Insurance Company 24082 Solect,Inc.,Clean Energy Installs LLC,Solect Energy Dev INSURERC:RSUI Indemnity Company LLC 89 Hayden Rowe St.Suite E INSURER D:Hartford Hopkinton,MA 01748 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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.-LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT R TYPE OF INSURANCE ADDL SUBp POLICY NUMBER POLICY EFF POLICY EXPINSID fDnrryyyl LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE rX]OCCUR DAMAGE TO RENTED LHA110983 01/09/2017 01/09/2018 occurrence) $ 50,000 MED EXP(Any oneperson) $ PERSONAL&ADV INJURY 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X I OTHER:Deductible: $5000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 accdentl ANY AUTO BAS56258949 09/04/2016 09/04/2017 BODILY INJURY Perperson) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY Ix AUTOppS - X AUTFS ONLY AUUTOS ONLYY Peer accident AMAGE $ C+ X UMBRELLA LIAB X I OCCUR EACH OCCURRENCE $ GA 5,000,000 EXCESS LIAB CLAIMS-MADE NHA078225 01/09/2017 01/09/2018 AGGRETE+ — $ 5,000,000 DED I I RETENTION$ $ D WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITYTE ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 6S60UB-OG04294-8-16 05/16/2016 05/16/2017 1,000,000 W.RCER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,AddMonal Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN p y ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The C'ontin.onwealth of Massachusetts z Department of Industrial Accidents Offl e 4 Investigations i 600 Th'ashinbton:Street BQstora v10w.Mass.g vIdita Workers' Compensation Insurance Affidavit- Builders/Contractors/Electricians/Flumbers A2plieauf Informatiu>a_ _ _ _ 'Please.Print Legibly Milne (BusinessfOrUanizatioh Individualj: _ T Ad.dm8: r?tt/ Yt='LV �- —�'—�✓ pity/State./Zip: . 1 . `(`�. ' , {`'tA. (.��-(c� Phone Are you an employer?Check the appropriate.box: " Tvpe off project(required); 1-21jam a;ernployer with 50+ 4. ❑ I am a general contractor and I employees(full and/or part-time) have hired the sub-contractors. �6. E]New onstAiction. 2.0 :I am a:sole proprietor or partner- listed:on the attached sheet. 7. Q Remodelinsz These siib-contractors have slup:and have,no employees S. Demolition woiking for me iti any capacity. ernployees and have cvarkers' 9. Building addition [No workers' coinp. insurance comp.insurance.' re aired. 5, F*� We area corporation and its 10.❑ Electrical repairs or additions. 3.❑ I am' a ho'meov ter doing all work officers.have exercised their 11.0 Plur6bing repairs or additions myself. [No workers' comp, right of exemption per MGL 12;❑ Roofrepaus insurance required.] ' c.employees,§1 )..a workers' .o, have no it, ] (UtherSOLAR ARRAY comp, insurance required.] � Ii $Any applicant that checks bux=1 mustalso Fill out the section below sh6wing their:Nvorker'compensation,police infvrma6 n. Hbanowners who stibrnit this affidav i~indicatine they arc doing all work and;then hire outside:contracts s.must submit a new afti avit indicatine'such: ,Contractors!hat chet:k this box must anached an additi6ral sheet shoiring;the name g;'the sub-contractors and state whether or nut those enriries hav ernployees, if the sub-coitttactors hacre einployees,i;ey must pra�--ide their. workers'comp.policy number- t aan an emphtyer that is provicfing workers'cornpensatlon insurance for nil ea ployees. Below is the policy and job site- Insurance Cornpany Maine:. . ; Polio i or Self-ins.Ltc. "(� U •— - 4 i Expiration.Date: Job Site Address:. 10 CityiState/Zip: Attach a copy of the workers'-camp nsatioii policy declaration-page(shoving the police number and expiration date). Failure:to secure cover-age as required under Section 25A of MGL c. 152 can lead to the imposition of cr 4ninal.penalties of a fine-tit)to 51;500,Q(? a%d`or one-year imprisonment;as well as civil penalties in the farm of a STOP WORK ORDER and.a fine of up to S250 OO a.dav azains.t the:t•�iolator. Be advised that a copy oti this statement maybe forwarded:to the Office of Invest"igat ons of the DIA for insurance coverage-verification. ado Irerebl ret t uiiclet airtr and'pe�ittlties rif peijury that the infoi-ination provided above is true and correct. 5isnaitrel:w�;____ Director of Customer Support.. Date: March 24, 2017 Phone :. 508-579-1083 Official use only. Do not write in.this area,.to he completed by city or town offzciat City or TQvtn: _ Permit/]L•iccnse# lss-tiing Authority,(circle.ogee), 1, 1Joard of'Health 2.Building Department 3. City,:/Town Clerk. 4.Electrical.Inspector 5:.Plumbing Inspector 6:Other. C intact"Person:. Phone i#: p s soled d Smart Solar.Smart Business. March 23,2017 To whom it may concern: Please accept this correspondence as'confirmation that Dustin.McEwen(Construction Supervisor's License CS-109776,exp 9/8/19)is an employee of Solect Energy Development,89:Hayden Rowe Street Hopkinton, MA 01748_Dustin McEwen is covered under'.Solect's workman's compensation policy 6S6OUB4294815 (Provider Insurance). Re ards, Celia Rosenberg Director,Customer Support Center Solect Energy Development LLC Hopkinton,MA 01748 508-598-3511 508.598.3511 89 Hayden Rowe Street Hopkinton,MA 01748 solect.com Shea, Sally From: Shea, Sally Sent: Thursday, March 30, 2017 10:41 AM To: 'Dave Fitzgerald' Subject: RE:The letter you requested for the building permit at 110 Rosary Lane, Hyannis (solar project) f Much appreciated.Stay tuned, it now will go to the inspector. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 From: Dave Fitzgerald [mailtoWitzgerald@solect.com] Sent: Thursday, March 30, 2017 8:16 AM To: Shea, Sally , Subject: The letter you requested for the building permit at 110 Rosary Lane, Hyannis (solar project) Hi Sally.We me the other day& I owe you this letter. Please let me know if you have everything you need....for some reason I feel like you mentioned something else but I cannot remember what it is... David Fitzgerald Regulatory Operations Solect Energy Development 89 Hayden Rowe Street a Hopkinton, MA 01748 dfitzgerald@solect.com 508-579-1083 1 5mar!r.5at3r,mart Buslnessa - I' sotett f L ;March 23,20'l'7 To wh'oin rt may;canceri; Please accept this correspondence ,as con rmation;that Dustin McEwen(Construction Supervisor's License CS409770,exp.9/8/19)is:an employee of Sol"ect Energy Development,89 Hayden Rowe Street,Hopkinton,. MA 01748.Dustin McEwen is covered. or Solect's w0 k:.man's campensation,policy 6S60UB42948.15 (Providelnsuranee): E!: Re d.S� raig. ntley f Co nderi,Chef Admni native cer and Counsel) Solect-Energy Development LLC Hopkinton,MA_ 0174$ 508-598-3511 t jj f: {Er • ♦ h T3. 508 598 3�1;1 •s 89 Hayden Rowe Street• Hopkinton;MA 0174:8 ` . 1. is .. ..... ...._ - .. ... is Initial Construction Control Document m nt M To be submitted with the building permit application by a M d Registered Design Professional a for work per the 8`'edition of the SYe�� Massachusetts State Building Code, 780 CMR, Section 107 Project Title: VIOLA ASSOCIATES(.110 ROSARY LANE,HYANNIS) Date: 3/24/17 Property Address: 110 ROSARY LANE,HYANNIS,MA 02601 - Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: INSTALL 160 SOLAR PANELS ON EXISTING ROOF TO GENERATE 54 KW POWER.NO STRUCTURAL UPGRADES ARE NEEDED. 1,Elaine A.Huang,MA Registration Number: 49029, Expiration date: 06/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural x Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3)together with pertinent comments, in a form acceptable to the building official Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. OF Njgssq Enter in the space to the right a"wet"or electronic signature and seal: �� ELAINE A. o HUANG —+ U CIVIL Cn o No.49029 �FG �p Q Phone number: 978-406-8921 Email: Elaine@EAHstructural.com S stONAL 1E Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 VIOLA g t . . . , �.t�i�'fa�'rf`i�j'LE ASSOCIATES 20� NOV PO Box 389, Centerville MA 02632-0389 f N 9: ,35 (508) 771-3457 Fax(508)771-3496 Lawn Sprinklers . Watergardens • Pools • Low Voltage Lighting-- November 3,2008 To: Tom Perry From: Kevin Boyar, Viola Associates Re: 110 Rosary Lane, Hyannis, MA Dear Tom, . In response to our meeting of 10/30/08 pertaining to the historical use of the bays at the above referenced address,please be advised of the following: • The buildingwas first constructed in 1987 b John Maffie owner of Cammit Y , Construction - a large excavation and heavy machine operation company (similar in scope and focus to.(well known)Bortollotti Construction); The building was used by Cammit for truck and tractor repair and, accordingly, the bays contained large quantities of hazardous and flammable materials; + Cammit also rented two of the bays to Auto repair outfits and one of the bays to a welding company. All of these organizations stored and utilized hazardous and flammable materials in accordance with the needs of their respective industries; • At or around 1996, WRT Construction, owned by William Tourles, purchased the building and continued to utilize the structure.in the same fashion as the previous owner. More specifically, WRT stored and utilized hazardous and flammable chemicals and materials; WRT not only repaired their own heavy equipment but also ran a welding shop themselves; • WRT rented one of the bays to an Auto Body repair shop owned by Marc Bouchard. Stewart painting also leased two bays.' (Note: Stewart obtained, and continues to hold, a license from the town for the Storing and,Handling of 111 Gallons or More of Hazardous Materials" (see attached); • Viola Associates became a tenant of WRT in 1998; • In 2004,,Viola Associates purchased the building from WRT: WRT then became Viola's tenant and remained working within the bays in the same capacity as when.WRT owned the property. The Auto Body repair shop also continued as.a tenant (as did Stewart painting): • In 2006, WRT vacated the premises but was immediately replaced;as a renter, by T's Excavation, owned by Tory Walls. T's utilized the bays in the same way as WRT (and Cammit before them):heavy equipment repair and welding. In essence—from the date of the initial construction of the building at 1.10 Rosary9Lane in1987,there has been an objectively unbroken.chain of similar operational usages including the utilization'and storage of large quantities of both hazardous and flammable materials. Viola Associates has demonstrated an absolute commitment to safety(with respect to the storage of these materials.(including the pro-active initiative of having the Board of Health inspect our storage practices,)).. Accordingly, Viola Associates herein requests that they may continue to make use of the structure as presently employed. I thank you in advance for your consideration with regards this matter and'I'll look forward to your comments and/or directives with respect to the Viola Associates' operation. Sincerely, Kevin M. Boyar Director of Business and Development Number Fee 194 . THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board'of Health This is to Certify that Stewart Painting I10 Rosary Lane Unit D-MAIL:PO Box 1067, CENTERVILLE, Hyannis MAIL: Centerville,MA 02632 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2009 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN - PAUL J.CANNIFF,D.M.D. 07/01/08 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health ,t i' YOU WISH TO.OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL,367 Main Street,Hyannis, MA D2601 (Town Hall) DATE: 5jukeo Fill in please: APPLICANT'S YOUR NAME: 1�(e_v o /79. ar' BUSINESS YOUR tjOME ADDRESS: -771 999-/357 Wes TELEPHONE # Home Telephone Number BOA -,362- -579 . NAME OF NEW BUSINESS e- d. . © �)')Pn TYPE OF BUSINESS C Z717_ IS THIS A:HD.ME OCCUPAT10111��Y Es: ENO✓ i lave you been.given approval from t--buiIdi divrsidn?. YES NO . ADDRESS OF BUSINESS )39X 2} aa'n MAPjPARC(Fl,NUMBER 1yslca� ,eff 1/D o5 lei �� a�r�is, M/9 hen starting a new business th a are several.things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COF ONER'S OFFICE This individual h en inf e o any permit requirements that pertain to this type of business. Authorized ature** 4 C MENTS• / a Clli1�.. l vC /�/•mil F l 2. BOARD OF HEALTH This individual has 9,en rmed o he permit requirements hat pertain to this type of business. . L2 0 G. Au orize Signature* _ r� A) COMMENTS: ur, i - o� �.�., ,"7� /V f f n 'Jv, 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) + This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: PROJECT 1 NAME: So ADDRESS: �A PERMIT# _ l CD L PERMIT DATE: L l bI JrZ M/P: S D R L;) LARGE PLANS ARE FILED IN: BANKERS BOX � v11-S FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: 0 d Rer-s-mez 4 S ADDRESS: A PERMIT# PERMIT DATE: —I -/ M/P: LARGE PLANS ARE FILED IN: BANKERS BOX �� l FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/arch_ve/BANKERSBOX EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 Phone: 1.978.406.8921 CAM CoNsuL.Tis4B Elaine@EAHstructural.com March 20`h, 2017 To: Solect Energy 89 Hayden Rowe Street Hopkinton, MA 01748 Subject: Structural Certification for Installation of Solar Panels Viola Associates 110 Rosary Lane Hyannis, MA 02601 r To whom it may concern: A design check for the subject building was done on the existing roofing and framing systems for the installation of solar panels over the roof. From the structural drawings and site inspections,the existing roof support structures were observed as follows: The roof consists of 24-gage standing seam steel deck with insulation that is supported by 8Z2.5—14 gage cold formed light gage steel purlins that are spaced at 4'-0"o.c.(typ.). The length of the building, 160'-0", is divided into 8 spans of Z-purlins,each with a span length of 20'-0". The Z-purlins are supported by end gables and steel plate girders. The plate girders have a width of 6-in,and a depth of 15-in from the eave which tapers to 44-in at the ridge. The thickness of the plate girder flange is approximately 0.45-in. The overlapping distance above the steel plate girders is approximately 32"on each side for end bays,and 12"on each side of plate girder for middle bays. The existing roof framing systems are judged to be adequate to withstand the loadings imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the clamp standoffs should be less than 48"o.c.with a staggered pattern. I further certify that all applicable loads required by IBC 2009 with Massachusetts amendments were applied to the Unirac Solarmount solar rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan,which is part of this submittal package. Furthermore, I was informed that the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac Solar for the racking system,and by S-5!for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. OF ytgss9c � - ELAINE A. tiN Sincerely, o HUANG CIVIL y ` No.A9029. Elaine A. Huang, P.E. Structural Engineer S �, S�ONAL 1 ` F . EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 Phone: 1.978.406.8921 EAH CoN3u{.TtNt3 Elaine@EAHstructural.com Project: Viola Associates Client: Solect Energy Location: 110 Rosary Lane,Hyannis,MA 02601 Date: 3/20/2017 Engineer: Elaine A Huang,PE Load and Load Combination: Dead Load: Insulation=3 psf(ASCE-7 Table C3-1) Standing Seam Deck=3 psf(ASCE-7 Table C3-1) Solar Panels=4 psf(Given by Product Catelog) Total Dead Load=3+3+4=10 psf Snow Load: Ground Snow Load, Pg: Town of Barnstable, MA=30 psf(Mass Building Code, 780 CMR,8th Ed.) Flat Roof snow load= Pf=0.7 Ce Ct I pg=0.7 x 0.9 x 1.0 x 1.0 x 30 psf= 18.9 psf (ASCE-7, Eq.7-1) Ce=exposure factor=0.9, (ASCE-7,Table 7-2),Terrain C,fully exposed Ct=thermal factor=1.0(ASCE-7,Table 7-3), I =importance factor= 1.0(ASCE-7,Table 7-4),occupancy category II Sloped roof snow load PS=C,Pf=1.0 x Pf= 18.9 psf(ASCE-7, Equation 7-2) C,=slope factor=1.0(ASCE-7 Fig.7-2a),Cold roofs with Ct= 1.0 b Use 30 psf roof snow load per Mass Building Code 8th Ed. Wind Speed. Basic Wind Speed: Town of Barnstable, MA= 115 mph(Mass Building Code,780 CMR,8th Ed.) Wind Pressure: 0,=0.00256 K,K,t Cnet Vz(IBC Equation 16-35) Kz=0.81(50' building)(IBC refers to ASCE-7) K,t= 1.0(IBC refers to ASCE-7) Cnet=0.41 or-1.17 (Components and Cladding,zone 2) (IBC Table1609.6.2) V= 115 mph (Mass building code 8th ed.) Therefore,q,=0.00256 x 0.81 x 1.0 x 0.41 or-1.17 x 1151=11.24 psf and-32.1 psf(uplift)(IBC Equation 16-35) Seismic Load 2 .J EAH Structural Consulting 11 Ponybrook Lane .L Lexington, MA 02421 Phone: 1.978.406.8921 EAH CONsuLToga Elaine@EAHstructural.com Ss=0.20(Mass Building Code 81h ed.Table 1604.11) S1=0.054(Mass Building Code 81h ed.Table 1601.11) Spectral Response Acceleration coefficients: Sans= Fa Ss=1.6 x 0.20=0.320(IBC Equation 16-37) Snn1= F„S1=2.4 x 0.054=0.130(IBC Equation 16-38) Design Spectral Response Acceleration Parameters:. Sos=2/3 x Sms=2/3 x 0.320=0.213(IBC Equation 16-39) SD1=2/3 x Smi=2/3 x 0.130=0.0867 (IBC Equation 16-40) According to IBC Table 1613.3.5(1)and (2),the seismic design category is"B"and the calculation can be finished by using ASCE-7 equivalent force procedure. The importance factor, I,for this building is 1.0. The response modification coefficient, R, is 3.25 according to ASCE-7. TL=6 sec(ASCE Fig 22-15) T=Ct h„x=0.028 x 500-1=0.64 sec(ASCE-7 Equation 12.8-7) The seismic response coefficient, CS, is CS=Sos I/R=0.213 x 1.0/3.25=0.0655 The maximum value of CS=Spll/(TR)=0.0867 x 1.0/(0.64 x 3.25)=0.04168 The minimum value of CS=0.01 Therefore,CS=0.0417 IEBC Section 707.5 states that the lateral resisting frame structural elements need not comply with Section 807.4 if the alteration does not increase the demand-capacity ratio by more than 10% ,In this case,the panels'weight,4 psf, is extremely small compared to floor live load (125 psf/floor for storage warehouses). Therefore,seismic design should not be considered. Load Combination(ASD): D+S=40psf 0.6D+W=-26 psf D+0.75 (W)+0.75S=41 psf Roof Structures 3 EAH Structural Consulting 11 Ponybrook Lane i_ Lexington, MA 02421 Phone: 1.978.406.8921 IEAM GONSULrwa Elaine@EAHstructural.com The roof consists of 24-gage standing seam steel deck with insulation that is supported by 8Z2.5—14 gage cold formed light gage steel purlins that are spaced at 4'-0"o.c.(typ.). The length of the building, 160'-0", is divided into 8 spans of Z-purlins, each with a span length of 20'-0". The Z-purlins are supported by end gables and steel plate girders. The plate girders have a width of 6-in, and a depth of 15-in from the eave which tapers to 44-in at the ridge. The thickness of the plate girder flange is approximately 0.45-in. The overlapping distance above the steel plate girders is approximately 32"on . each side for end bays, and 12"on each side of plate girder for middle bays. Structural Analysis and Calculation Member Load Diagram .164kM -.164KM -1640 -.164M .164kM -.164kM .1640 -,164WR IMIULLL LMLII L LLLUL&LLLIILUJILL4 1 1 N2 N3 N4 N5 N6 NY N6 4 Moment Diagram 6.9 5.6 5.6 6-9 N2� N3 - -- N4 - N5�_ NBT�...� N7 N6 9 -2-2 -29 27 27 -29 Shear Diagram 1.3 1.7 1.6 1.6 1.6 1.7 1.5 2 4��'401 � N2 � N3 � N5 � N6 � N7 9 1:5 1.7 1.6 1.6 1.6 1.3 -2 -1.7 Z-Purlins: Purlins — Roof structure is consisted of metal seam roof and 8Z2.5 cold formed steel. Spacing of 8Z2.5 purlins:4.0' OC. W 41 psf x 4.0'= 164 Ibs/ft=0.164 K/ft, 4 ' .f EAH Structural Consulting 11 Ponybrook Lane rg Lexington, MA 02421 Phone: 1.978.406.8921 EAH CaNsuLTwe Elaine@EAHstructural.com ` Section V. NL S''Pas S Reg k. A P ff kips Win. in.,I i%43 inA in!12 kips 14 x 4 Z 12 G M79 288:100 7.972 7.855 59:579 1.158 OQM 14 x 3J5 Z 12 G 7J585 262300 8524 7.703 62.142 1244 CAM: 14x35Z12G 7.751 2U410 7KA M31 !RO52 1.159 DAM 12 x 35 Z 12 is R074 2M270 6.454 US 40.112 1.144 1010 12 x 35Z 14 G 7-745 121.340 3.586 3M 24182 0im 01100 12 x 25 Z 12 G 9.124 185700 iuff 5470 343913 1.124 Uw 12x25Z HIG 7-745 lIZO30 330D 3316 21.683 OJO DAM 1O x 35 Z 12,G 11:O88 173150 SO73 U70 21im2 1.170 12ME,, 1 D x 35 Z 14 G 3332 101.540 3.011 Z978 16M 010 8.148 10x25Z12G IIMB 146M0 4.461 4M 22,301 1.100 OE 1 O x 25 Z 14 G 3M 9Z107 1699 7-709 14,MR 0 27 5377 10 x 25 Z 16 G Ime 70.450 ZOB4 2:072 11.402 0.471 4522 8x X5Z.12.G 12389 127.930 3.748 3M2 15:539 1.1,55 02M 8`x35Z14G 4237 79MO Z315 2:3M 9.916 OM7 QAOD 8x35Z16G Z403 BIJ49 IIAM 1809 8:019 0.478 OGM 8xZ5Z12G 12M 113.170 3.316 3316 11499 1.101 am 8x25Z14G 4237 75DI Za06 2223 gist OM UM 8 xZ5 Z 16 G Z463 MMD 1.75B 1:J78 7219 MAIM 5.493 Check moment capacity: S=2.206 in (14 gage) M/S=6.9 K-ft x(12 in/ft)/2 x 2.206 in3=18.8 Ksi (over rigid frame-end bay) M/S=5.1 K-ft x(12 in/ft)/2.206 in =27.7 Ksi (midspan end bay) (�Fy=0.6 x 55 Ksi=33.0 Ksi,OK Check shear capacity: V= 1.7 K 5 0 EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 Phone: 1.978.406.8921 CAM CcNE;uLrmc3 Elaine@EAHstructural.com Va=4.237 K,OK Check deflection: Member Label 5... x[oI Y Fin] (N LEY_. M1 1 0 0 NC i 2 0 -.856 280.325 3 0 -1.067 224.875 4 0 -.583 411,917 5 0 0 NC M2 1 0 0 NC i 2 0 -.081 2978.956 1 3 0 -.264 909.31 4 0 -.153 1566.144 5 0 0 NC i M3 1 0 0 NC 2 0 -_286 839.518 3 0 -.476 504.039 4 0 -.266 901.392 w 5 1 0 0 NC I M4 1 0 0 NC 2 0 -.233 1028.41 3 0 -.424 566.656 4 0 -.24 1000.67 5 0 0 NC M5 1 0 0 NC 2 0 -24 1000.67 3 0 -.424 566.656 4 0 -.233 1028.41 5 0 0 NC M6 1 0 0 NC 2 0 -.266 901.392 3 0 -.476 504.039 4 0 -.286 839.518 5 0 0 NC M7 1 0 0 NC 2 0 -.153 1566.144 3 0 -.264 909.31 { 4 0 -.081 2978.956 5 0 0 NC M$ 1 0 0 NC 2 0 -_583 411.917 3 0 -1.067 224.875 4 0 -.856 280.325 5 0 0 NC 6 I EAH Structural Consulting 11 Ponybrook Lane _ Lexington, MA 02421 Phone: 1.978.406.8921 EAH CoNSu1.rms Elaine@EAHstructural.com L/240=20.00'x(12 in/ft)/240= 1.00 in,OK Rigid Frame Load Diagram W=0.041 ksf x 20 ft 0.840 K/ft say 0.9 K/ft A: i ,.. 4 5 Moment Diagram I fi E i t t}. I •, I I � � I t 9i i ;d. V I � 1 e 428 5 Shear Diagram 7 EAH Structural Consulting it Ponybrook Lane Lexington, MA 02421 Phone: 1.978.406.8921 CAM CONsEii.1•INt3 Elaine@EAHstructuraI.com -26.7 I I I ! i i I I f + ! t 1 I k 5 Member Stresses Member Labet S�_ AzialjksT Shear[... TopBeridng[ks] BotBending[ksi] M1 1 .63 7.128 0 0 2 .44 3.592 27.939 -27.939 3 .305 1.794 32.899 -32.899 4 203 .705 30.346 -30346 5 .125 -.025 25 -25 M2 1 63 -7.128 0 0 2 .44 -3.592 -27.939 27.939 3 :305 -1.794 -32:899 32.899 4 203 -.705 -30.346 30.346 i 5 1 .125 .025 1 -25 25 M3 1 3.052 -.544 11.196 -11.196 2 Z537 -.367 5.079 -5.079 3 2.17 -.277 Z33 -2.33 4 1.897 -222 .862 -.862 5 1.684 -.185 0 0 M4 1 3.052 .544 -11.196 11.196 2 2-537 .367 -5.079 5.079 3 2.17 277 -2-33 2.33 4 1.897 .222 -.862 .862 5 1.684 .185 0 0 Fy=0.6x60Ksi=36Ksi Y 8 I EAH Structural Consulting it Ponybrook Lane Lexington, MA 02421 3 Phone: 1.978.406.8921 EAH Ce►wsuL;rwe Elaine@EAHstructura1.com Deck attachment The U-clamps will be attached to the standing seams at 48"o.c.. There will be 2 rails per solar panels. The size of the solar panels is 5.5'x 3.25' in portrait. Therefore,the distributive area of each U-clamp is 5.5'/2 x 4'= 11 sq ft. The uplifting wind pressure in the load combination is-26 psf. Therefore,each U-Clamp has an uplifting force of 26 psf x 11 sq ft=286 Ibs The standing seam deck is attached to Z-purlins every 12"o.c.with#12 screws x 2"deep. The Z-purlins have spacing at 4'-0"o.c.. The distributive area per each#12 screw is approximately 4.0'x 1.0'=4.0 sq ft The strength of#12 screw is 620 Ibs(per 4.0 sq ft) ultimate Tensile Strengths-Pullout(Tension),Ib(kM)12-3.1s-6,7 Screw Nominal Thickness of steel member not in contact with the screw heed,ga(n.) Designation Diameter 20 /8 16 14 12 10 In. (0.036) (0.048) (0.060) (0.075) (0.105) (0.135) 06 0.138 190 250 320 395 555 715 (0.85) (1.11) (1.42) (1.76) (2.47) (3.18) 07 0.151 210 275 345 435 605 780 (0.93) (1.22) (1.53) (1.93) (2.69) (3.47) a8 0.164 225 300 375 470 660 a" (1.00) (1.33) (1.67) (2.09) (2.94) (3.76) a10 0.190 260 350 435 545 765 980 (1.16) (1.56) (1.93) (3.40) (4.36) a12 0216 295 395 495 620 870 1120 (1.31) (1.76) (220) 2.7 (3.87) (4.98) 1/4in. 0.250 3" 460 575 715 1000 1290 (1.53) (2.05) (2-W (3.18) (4.45) (5.74) Therefore,the strength per 11 sq ft is: 11/4.0 x 620 Ibs= 1705 Ibs»286 Ibs,OK 9 . " BOLT LOCATION 2" BOLT LOCATION Standard Rail Lengths: 132" 168" 208" 240" m o°ie U IV I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL DRAWING TYPE: PART DETAIL a 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: RAIL PRODUCT PROTECTED BY WWW.UNIRAC.COM ONE OR MORE US PATENTS. REVISION DATE: October 2016 LEGAL NOTICE SHEET i 00 Y4" BOLT LOCATION 16�� BOLT LOCATION Lif Q), 3» , 4 Standard Rail Lengths: 168" 240" one U IV I RAC9 PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE N ALL DIMENSIONS ARE NOMINAL Q DRAWING TYPE: PART DETAIL a 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION• LIGHT RAIL PRODUCT PROTECTED BY WWW.UNIRAC.COM -ONE OR MORE US PATENTS REVISION DATE: October 2016 LEGAL NOTICE SHEET Yo" BOLT LOCATION BOTTOM CLIP SLOT s 3 " BOLT LOCATION 17„ , 8 Standard Rail Lengths: 144" 168 204" 240" sae 9 PRODUCT LINE: SOLARMOUNT . M �s U N I RAC DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL O DRAWING TYPE: PART DETAIL a 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 usn. DESCRIPTION• HD RAIL PRODUCT PROTECTED BY ONE OR MORE US PATENTS WWW.UNIRAC.COM REVISION DATE: October 2016 LEGAL NOTICE SHEET 'ell J-ll: 5 " T 116 116" 119.T2 B CLAMP 30mm to 32mm Module Thickness C CLAMP D CLAMP (1.18"to 1.26") 33mm to 36mm Module Thickness 38mm to 40mm Module Thickness (1.30"to 1.421 (1.50"to 1.57") 13" 15^ 21 1 ^ 16 1— 8 16 K CLAMP F CLAMP 39mm to 41mm Module Thickness E CLAMP 45mm to 47mm Module Thickness (1.54"to 1.61") 50mm to 51mm Module Thickness (1.77"to 1.85") (1.97"to 2.00") A. 3" a"0 16 TYPICAL END CLAMP DETAILS '_"U N I RACa PRODUCT LINE: SOLARMOUNT .. DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL DRAWING TYPE: PART 0 a 1411 BROADWAY BLVD NE 1 ALBUQUERQUE,NM 87102 USA DESCRIPTION: END CLAMPS PRODUCT PROTECTED BY ONE. OR MORE US PATENTS IA WWW.0 N I RACCOM REVISION DATE: MAY 2016 LEGAL NOTICE SHEET SOLARMOUNT STANDARD RAIL 9^ n;z 216 L" owl 3„ 3 „ 4 16 SOLARMOUNT LIGHT RAIL 116Lu l 1 Ir� 16 4„ Osamu U N I RACW PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL 0 DRAWING TYPE: PARTS DETAIL d 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: END CAPS PRODUCT PROTECTED BY ONE WWW.UNIRAC.COM OR MORE US PATENTS tA REVISION DATE: MAY 2016 LEGAL NOTICE SHEET BONDING SPLICE BAR O O O O 12 15" 4" 16 #12 Xa SELF DRILLING SS SCREWS INCLUDED TYPICAL SPLICE BAR DETAIL 1 TYPICAL EXPANSION JOINT DETAIL NOTE THAT ONLY 2 SCREWS ARE USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. ® PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE won U N 1 RAC ALL DIMENSIONS ARE NOMINAL DRAWING TYPE: PART &ASSEMBLY Q 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: BONDING SPLICE BAR PRODUCT PROTECTED BY ONE OR MORE US PATENTS NA WWW.UNIRAC.COM REVISION DATE: APRIL 2016 LEGAL NOTICE SHEET 4 �" a-16 3" s-16 x 3 T BOLT FLANGE NUT 0 L FOOT 2„ 2" SOLARMOUNT LIGHT ON L-FOOT MAXIMUM HEIGHT 316" MINIMUM HEIGHT 216/ SOLARMOUNT STANDARD ON L-FOOT ' " MAXIMUM HEIGHT 412 O MINIMUM HEIGHT 35 . . SOLARMOUNT HD ON L-FOOT ILL T F-L, MAXIMUM HEIGHT 8" 8 MINIMUM HEIGHT 3 6" NOTE: L-FOOT CAN BE INSTALLED IN TWO ORIENTATIONS.PLEASE REFER TO INSTRUCTIONS IN THE QUICK START GUIDE. •• SOLARMOUNT :i0 U N I RAC PRODUCT LINE: OUN DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL N DRAWING TYPE: PART&ASSEMBLY Q 1411 BROADWAY BLVD NE cc� ALBUQUERQUE,NM 87.102 USA DESCRIPTION: L-FOOT PRODUCT PROTECTED BY ONE OR MORE L US PATENTS WWW.UNIRACCOM REVISION DATE: APRIL2016 LEGAL NOTICE SHEET '20 x a SS HEX HEAD BOLT a" FLAT WASHER a r-1 �20 SS FLANGE NUT e BOTTOM CLIP ii"U N I RAC PRODUCT LINE: SOLARMOUNT HD DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL M DRAWING TYPE: PART&ASSEMBLY Q 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: BOTTOM CLIP PRODUCT PROTECTED BY ONE OR MORE US PATENTS V1 WWW.UN I RAC.COM REVISION DATE: APRIL 2016 LEGAL NOTICE SHEET B ol o DETAIL A — FRONT L FOOT HINGE DETAIL B — REAR TILT LEG ol iF U N I RAC9 PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C DRAWING TYPE: ASSEMBLY Q .00 1411 BROADWAY BLVD NE ol ALBUQUERQUE,NM 87102 USA DESCRIPTION: LOW PROFILE TILT PRODUCT PROTECTED BY ONE WWW.0 N I RAC.COM OR MORE US PATENTS REVISION DATE: APRIL 2016 LEGAL NOTICE SHEET ' 1 B A . m o a DETAIL B — REAR TILT LEG DETAIL A — L FOOT one U N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL Ln DRAWING TYPE: ASSEMBLY Q 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: HIGH PROFILE TILT PRODUCT PROTECTED BY ONE WWW.UNIRAC.COM OR MORE US PATENTS tA REVISION DATE: APRIL 2016 LEGAL NOTICE SHEET 5 1 " L'FEET NOT INCLUDED 18 16 IN TILT LEG KITS y 1" 08-" STRUT LENGTHS 8-16 x 1-j"SS HEX BOLT ADJUSTABLE LENGTHS 8 x 14"x 8" HD FENDER WASHER a 16 STRUT NUT g-16 x 3"SS HEX BOLT g-16 SS FLANGE NUT 1" 3 08" SQUARETUBE LENGTHS TILT LEG LENGTHS TOTAL ADJUSTABLE SQUARETUBE STRUT LENGTHS 8"to 12" 8" 8" " 18"to 30" 18" 18" 116^ 16 26"to 44" 26" 26" 40"to 72" 40" 40" ii"U N 1 RACW PRODUCT LINE: SOLARMOUNT TILT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C DRAWING TYPE: ASSEMBLY Q 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: ADJUSTABLE TILT LEG PRODUCT PROTECTED BY ONE WWW.0 N I RAC.COM OR MORE US PATENTS tAREVISION DATE: APRIL 2016 LEGAL NOTICE SHEET BONDING SM MID CLAMP BONDING SM END CLAMP o" 04T° 12" 17„ 8 116" 15" 16 VARIES-REFER TO SHEET SM-PO4 1" 8 END CLAMP MID CLAMP T h ion U N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL DRAWING TYPE: PART&ASSEMBLY C 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: BONDING TOP CLAMPS PRODUCT PROTECTED BY ONE WWW.UNIRAC.COM OR MORE us PATENTS IIA REVISION DATE: APRIL 2016 LEGAL NOTICE SHEET 1� 2 5a �8 116d THE WIRE,MANAGEMENT CLIP IS INSERTED INTO THE SIDE SLOT THEN ROTATED I one "U N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL 00 DRAWING TYPE: ASSEMBLY Q 1411 BROADWAY BLVD NE ALBUQUERQUE.,NM 87102 USA DESCRIPTION: SM WIRE MGMT CLIP PRODUCT PROTECTED BY ONE WWW.UNIRACCOM OR MORE US PATENTS tA, REVISION DATE: APRIL 2016 LEGAL NOTICE SHEET A Detail B MID CLAMP TRIM CONNECTION Detail A END CLAMP TRIM CONNECTION 115. 16 µ 316 all, V N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C DRAWING TYPE: ASSEMBLY00 Q 1411 BROADWAY BLVD NE ALBUQUERQUE,NM 87102 USA DESCRIPTION: SM TRIM PRODUCT PROTECTED BY ONE WWW.UNIRAC.COM OR MORE US PATENTS REVISION DATE: MAY 2016 LEGAL NOTICE SHEET We Make Solar Evolve I �' O �y4i �ry EHTC BLACK t Monocrystalline Module ET-M672335BB 335W ET-M 6 72330 B B 330 W ET-M 6 72325 B B 325W, ET-M672320BB 320W ffxxff�, 0 to+5W positive tolerance High conversion efficiency � � 0 0 High module efficiency to guarantee Detailed information in Electrical power output. # Specifications. 48-hour response service Self-cleaning glass i Coating glass for self-cleaning,reduce " I surface dust. t_ 97% ADDUD Linearparformanc minty from ET Solar C Vg1UFRo� Standard dered--:O ► Outstanding low irradiation performance i i wqR >Y 90°b ® Excellent module efficiency even in the weak light conditions,such as morning or cloudy. 87 4\ a0sc 1 1 5 10 15 - 20 25 ii years Excellent loading capability ' QQ� ® 25 year performance warranty 2400Pa wind loads,5400Pa snow loads: J ®0 10-year warranty on materials and workmanship r { IEC 61215 Ed IEC 61730 ( (. •O- nEom o�„�, Q` POlY2fG!lOI� UL 1703 ` ♦ °E — Pw`E Towards Excellence M/ET-PD-EN-AP2016V2 • . W O Peak Power(Pmax) 335W 330W 325W 320W Module Efficiency ffi17.26% _ 17.01% 16.75% 16.49% Maximum Power Voltage(Vmp) 37.94V 37.55V 37.11V 37.00V Maximum Power Current(Imp) 8.83A 8.79A 8.76A 8.65A f Open Circuit Voltage(Voc) 46.75V 46.64V 46.54V 46.31V Short Circuit Current(Isc) 9.33A N 9.29A 9.11A 9.08A Power Tolerance 0 to+5W Operating Temperature 40-+85°C Maximum System Voltage DC 1000V Nominal Operating Cell Temperature 44.4t2°C j Fire Safety Class C ` Maximum Series Fuse Rating *20A {, r O ` O Cell Type 156.75mm x 156.75mm Temp.Coeff.of Isc(TK Isc) 0.02%/°C Number of Cells _ 72 cells in series Temp.Coeff.of Voc(TK Voc) -0.31%/-C m�. Weight 25.7 kg(56.66 Ibs) Temp.Coeff.of Pmax(TK Pmax) -0.44%/°C Dimension 1956x992x40mm(77.01 x39.06x1.58 inch) -s Max Load 5400 Pascals(112 Ib/ft2) T •` ` • Junction Box IP67 rated o a Connector TLCABLE01 Or QC4.10 Or PV-KST4/xy,PV-KBT4/xy Pieces per Pallet 26 I EN50521 Or PV-CF-S 2,5 6(+)/PV-CM-S 2,5-6(-) Pieces per Container 572 Room . • . Temperature Dependence of Isc,Voc and Pmax 120 p k x 300 }} r aE 80 MI f - x u i o 60 �^o = 40 e_�,4.1) I 1 Temp.Coeff. %/of 15 -+0.02%/ C T. ss.o p' ff.ss)7 I f 0 20 E Tem coeof Voc=-0.31 `C 1 # Z r Temp.Coeff.of PMa=-0.44%/'C. 1 0 P -25 0 25 '50 75 100 , Cell Temperature(°C)- i Irradiance Dependence of Isc, Voc and Pmax , (AMY.5,Cell Temperature 25°C) i 100. o� 80 E a c , c amio rama.3sl � $" 10 60 1-37.561 w nss) # a r 40 i " _ I 0 20 z - - 4 0 200 400 600 800 1000 I Irradiance Note:the specifications are obtained under the Standard Test Conditons(STCs):1000 W/m2 solar irradiance,1.5 Air Mass,and cell temperature of 25°C.The NOCT is obtained under the Test Conditions:800 W/mz,20°C ambient temperature,1m/s wind speed,AM 1.5 spectrum. Please contact suppon@etsolar.com for technical support The actual transactions will be subject to the contracts.This parameters is for reference only and it is not a part of the contracts. The specifications are subject to change without prior notice. The connectors listed in the datasheets are for reference only and it is not a part of the contract.The connector we use for the customer's order is not limited to the types listed in the datasheet, which is subject to change without prior notice.The installers need to use the same connector type to PV system. 4 i az�-SOLECTMA A YASKAWA COMPANY 7LAI (MC k ar m i 15 2,6 _ f ham 7777, Q ► . .. -K Q Mg. Q"@Ram Q MM490 TRANSFORMERLESS STRING INVERTERS Solectria's PVI 3800TL,5200TL,6600TL,and 760OTL are compact,transformerless, Q single-phase inverters with the highest peak and CEC efficiencies in the industry. These inverters come standard with an integrated DC disconnect,DC arc-fault + detection and interrupt,1 or 2 MPP tracker(s),and a user-interactive LCD and keypad.Their small and lightweight design make for quick and easy installation and maintenance.They have an innovative passive cooling design which eliminates the need for fans in the inverter.These inverters include an enhanced DSP control, comprehensive protection functions,and advanced thermal design enabling highest reliability and uptime.Any PVI 3800-760OTL may be purchased with Solectria's Rapid Shutdown Combiner to comply with NEC 2014. `NtEAT�. E q us S� T . ks f FI PVI3800TL11 .11 .11 m 0 , x Imam 6 , 0 1 j o Absolute Maximum Open Circuit Voltage 1 600 VDC IF Operating Voltage Range 120-550 VDC MPPT Input Voltage Range 200-50OVDC ' a _MPPTrackers. 1 -Y ) 2 ^� I Maximum Operating Input Current --- — 20A i 15 A per MPP tracker 18AperMPPtracker 20 A per MPP tracker j Start Voltage � — 150V z s .3 � v ' Nominal Output Voltage 208 or 240 VAC,1-Ph I t A Voltage Range 12%/+10% } 208 VAC 3360 W 5200 W 660O W 6600 W a Continuous Output Power 240 VAC S^3800 W — 5200 W 6600 W 7600 W a 208VAC 15.8A 25A 31.7A 31.7A E Continuous Output Current 1 240 VAC P 15.8A - 21.6A 27.5A 31.7A —i 6 tt Maximum Backfeed Current 0 A a t Nominal Output Frequency 60Hz j a # j Output Frequency Range 59.3-60.5 Hz I o Power Factor Unity,)0.99 3 Total Harmonic Distortion(THD)@ Rated Load <3% # a I Peak Efficiency 98.3% 1 t CEC Efficiency 97.5% I Tare Loss <1 W I m S �Ambient Temperature Range(full power) 13°Fto+122°F(-25°Cto+50°C) u° ! h ' 4 Storage Temperature Range 40OF to+185°F(-40°C to+85°C) Relative Humidity(non-condensing) 0-100% i Operating Altitude 6562 ft/2000 m I 4 4 S Optional SolrenView Web-based Monitoring External T i FOptional Revenue Grade Monitoring External I External Communication Interface RS-485 ' I Safety Listings&Certifications UL 1741/IEEE 1547,UL 1699B,CSA C22.2#107.1,FCC part 15 A&B Testing Agency ETL j'- CSA 1 Standard 10year j i Optional a dBA(Decibel)Rating <45 dBA @ 3 m � DC Disconnect Standard,fully-integrated Dimensions(HxWxD) 17.5 x 15.8 x 8.5 in. 26.8 x 15.8 x 8.5 in. 1 (445 x 402 x 216 mm) (681 x 402 x 216 mm) X I Weight 43 lbs(19.5 kg) 65 Ibs(29.5 kg) i Enclosure Rating Type 4+Salt Mist Corrosion Protection Enclosure Finish Aluminum T 1 s i 1 a i , e 1 —\IV/-S0LECTR1A I A YASKAWA COMPANY www.Solectria.com inverters@solectria.com 978.683.9700 I 1 i C� The Ri ht Way! R,Eh w g ETA us S-5-PV Kit and EdgeGrabTM LISTED The concept of combining photovoltaic arrays with standing seam metal roofing is growing—and i for good reasons.A standing seam metal roof has a life expectancy consistent with that of framed > PV modules.A 30-year power source on a 40-year roof,along with zero-penetration technology, a creates the most sustainable roof system available with alternative power generation,all without compromising the roof manufacturer's warranty! LC) N The new S-5-PV Kit boasts an important breakthrough in PV mounting technology.It is one of (n 4— the first solar module mounting solutions in the industry to be listed to the new UL subject 2703, OO a standard that covers both bonding and mounting.Furthermore,the S-5!°Mounting Disk has L gained an ETL Listing to UL 1703.* 1i The S-5-PV Kit features a groundbreaking new stainless steel mounting disk with twelve nodes }' designed to ensure the module-to-module conductivity of anodized aluminum module frames. E This means it automatically provides a ground path in the module frame. No lugs or wire required except to connect one string of modules to another and to ground the system.This connection O detail represents installed electrical cost savings of$6-$12 per unit.In most cases,the savings in time and materials is sufficient to pay for the entire S-5-PV Kit and clamp setup. 4-J00 r af M B 4 4l L>I�4v i:+..Tx F z 00 The S-5-PV Kit is a S59 revolutionary new solutionto attach solarpanels to standing seam metal roofs! RightThe / p� The S-5-PV Kit is furnished with the hardware shown at S®5-P�/ Kit t (12 00 mm) right,excluding the attachment clamp,which is supplied F, (UL and ETL Listed) separately.(When ProteaBracket''is used in conjunction with 1.50 the S-5-13V Kit,an additional nut is required during installation, (38.00 mm) -to secure the universal PV stud and mounting disk to a - too ' 0.87. ProteaBracket's slotted L-flange.)The S-5-PV Kit is compatible (25 0o m'„ (22.00 mm) with most common metal roofing materials,including brass. 0.71" The S-5!®EdgeGrab"'and S-5-PV Kit together accommodate 3.00" (18.00 m) (76.00 mm) PV frame thicknesses 30-48 mm(if EdgeGrab's serrated ` ETL Listed L-flange is positioned below the stud's hex nut)and 34-51 Mounting Disc Stud Coated Stainless Steel Friction Reducing mm(if EdgeGrab's serrated L-flange is positioned above the ' : Height Universal PV Stud w/ Studs hex nut).' 2.67" M8 Integral Hex Nut a (68.00 mm)The embossed panel guide makes the module placement`easier. Module Placement Bevel Guide a The mounting disk is multi-directional and rails are not required. ` N: Wire Zip Tie Slots 'Four strategically placed under-disk hooks assist in wireI IL -management.The PV grab ears that hold the solar panel in place are broader to allow for ease of installation and precise' 0.06" i ) wire module.engagement. (1.50 mm) j k Y" Management I ; Hooks Accommodating module thicknesses between 30 and 51 Please Note: = ' mm,the 5-5-PV Kit fits the majority of solar panels on the Dimensions of both the I _ market.Using the S-S!mini clamps,it fits most standing - Universal PV Stud and the Mounting Disk are seam metal roofs.When aired with other S-5!products,the, S=s!clamp not included. P p identical between these S-5-P,V Kit and EdgeGrab will work on most exposed-fastened• two illustrations. o „ and corrugated metal roofs.The standard grab is designed,.. ... (12.19 mm) to fit fieid conditions(two adjacent panels),while the new — EdgeGrab is designed specifically for end conditions. EdgeGirab TM I (Not UL or ETL Listed) Wind dynamics are complex,thus,each system should be reviewed by a qualified licensed professional who - t Hold Min/Max understands wind effects on metal roof design and (213a mmj,.' 1.18"-1.89 construction prior to purchase and installation_.For more y. , (30.00 48.00 mm) "detailed information includ16g'specifications,installation instructions;and CAD drawings;visit www.S-5.com or your, . S-5-PV Kit distributor. The S-5-PV Kit continues to be •�� -the easiest,most cost-effective l R 3 ' way to install solar panels direct) UL per`!/'�. Please note:the !I '-`` to standing seam metal roofs, Y . ' 2.60 ASTED� . . assembly option in the i~6o so mm) diagram to the right G ,remaining the most popular Listed to UL subject 2703. I r illustrates the serrated i choice worldwide. ETL Listed to UL.1703* L-flange positioned below i the studs hex nut. $ S-5!clamp not included. i t s j ; Please note:All measurements are rounded to the second z r decimal place. W, *Patents pending.Certain components featured in illustration may not be UL listed. Due to the variety of attachment needs,S-5-PVKits are l sold separately from S-5!mini clamps.The 5-5-PV Kit fits only S-5!mini clamps,NOT standard clamps,, S-51'Warning!Please use this product responsibly! Distributed by Products are protected by multiple U.S.and foreign patents.Visit the website at www.S-S.com for complete information on patents and trademarks.For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses.Clamp setscrew tension should be verified using a calibrated torcluewrench between 160 and 180 inch pounds when used on 22ga steel, and between 130and 150 inch poundsforall other metals and thinner gauges ofsteel.Consult the S-S! - website at www.5-5.com for published data regarding holding strength. - Copyright2014,Metal Roof Innovations,Ltd.S-51 products are patent protected. - S-51 aggressively protects its patents,trademarks,and wpyrights.Version 032714. _ Note to the File 110 Rosary Lane, Hyannis Blacksmith - Morneau 420-7898 Paul Morneau. called Ralph Crossen 5/14/98 to discuss whether his blacksmith business at anew location (110 Rosary lane) would be allowed. I spoke with Mr. Morneau on 5/18/98 and he gave me the following information regarding his business: The landscaper, Bill Tourles, will remain on site. Mr. Morneau will be renting a portion of the building, approximately 1200 square feet. Mr. Morneau does small metal work such as fire place tools, end irons, pot racks, lamps, curtain rods, tables, outdoor plant stands etc. All custom work. He is not a retail store -his customers come by appointment. Design consultation. He often meets his customers on site. There will be no employees. No hazardous waste generated. Has small quantities of oil for machinery- bought at the hardware store. "B" district. I told Mr. Morneau that if his business changes (customers, employees etc.) that review may be necessary. After speaking with Ralph Crossen, it was determined that Mr. Morneau does not need Site Plan Review. Assessor's map and lot number %� SEPTIC SYSTEM MUST BE .......................................... INISTALLED IN COMPLIANCE Sewage Permit number ... .............................. VVITh1 ARTICLE II STATE "' ""' SANITARY CODE AND TOWN FGULATIONS. yoFT�ET°�° TOWN OF BARNSTABLE ii i Bg$$9TODLE, i 039. c e BUILDING INSPECTOR °maaY a APPLICATION FOR PERMIT TO ........ ........................................................ ............................. TYPE OF CONSTRUCTION .... :.ems' ..�� ......�............ .................................. .......` ............19..L..5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit according to the following information: Location ......... ..-............... .�i!t!'/•�z �......... .............................................. ProposedUse .... . °'! . .............................. . ... ..... ... ...................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner .... �/.J�S°��...fly.( .... {........ .� Address ......l�? ,,�X.c........^n^...I.... /........ Name of Builder C .:(. ,. ............ <.......Address .G Z ........................ . ..... ...................►n .....................Address .........................................................., Name of Architect ......................... ...................................:........ Number of Rooms ..................................................Foundation ...... -���' ..................................................... Exterior ........................Roofing ........ Floors ....,, ..1.. .. ...................................................Interior .................................................................................... Heating Plumbing ..... .... ... ...... ...� Fireplace {.. .................Approximate Cost. ...... Definitive Plan Approved by Planning Board __________________-----------19________. Area ....!.►..�... k k....�f Diagram of Lot and Building with Dimensions Fee ®a SUBJECT TO APPROVAL OF BOARD OF HEALTH ,Z a i 0 I � i I2`o I . c /_ IV I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. �7 Name0 '.::C...... ..... ... e..... ... r!`"�=�° ^�.... Taylor, Mrs. Laura A. , 116656 rer interior. No ................. Permit for ............. .. ................. ...........of dwelling ....................rr............................................ bra Location ......... . . ....Ro.s.a.ry..... ..Lane.................................... .. Hyannis ............................................................................... Owner .......Mrs. ...La.ura..A.....Taylor............... .... ...... .. . ............. frame Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ October 15 Permit Granted ...............................�.......19 73 Date of Inspection .........................-, !..........19 .. Date Completed .. . ..... ...... 4 1. PERMIT REFUSED ................................................................ '19 J ............................................................................... ............................................................................... ............................................................... ............... ................................................................................... Approved ................................................ 19 .............................................................................. ............................................................................... Assessor's,off ioe Ost floor): J • •: THE Assessor's map and lot number . . 345.. 19 & 20 Tod` ..... _Board of Health (3rd floor): ' Sewage Permit number .......... '.................................. Z BJBd9TADLE, i a Engineering.,Department (3rd floor):, �� <• moo MABIL House num ber ..:........................ ... �.©....m................. ''�o�nY a• APPLICATIONS - PROCESSED 8:30-9:30 A.M.A.M, and 1:00-2:00 P.M. only } TOWN' OF BARNSTABLE BUILDING INSPECTOR � � , � � APPLICATION FOR PERMIT TO .,Build Commercial Building .................:....................................................................................... TYPE OF CONSTRUCTION Block & Frame . . ..................................................................................................................................... October 27 86 ............................... ................19.----... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following...information: Rosary •Lane Hyannis Location ....................................................................................................................................................................................... Office 's & Commercialkgarage ';.• ProposedUse ........................................................:. ............................-.....................................:.............................................. r Business Hyannis Zoning District .....................................Fire Disstrict .............................................. Cammett Construction Address Old''Toxan House Rd. Yarmouth Name of Owner ...................................... .................................................................................... Same ' Name of Builder ......................................Address Terry Luft Associates Address E. Main Street, Hyannis Name of Architect ...... .... Number of Rooms 4 .......................Foundation ,.;Concrete � Block & Frame , , (, Exterior ...........................Roofing,t• Asp. alt .� Concrete � � Sheetrock & Concrete Block \ Floors .....Interior ........... Gar a, Heating .......Plumbing 4 bathrooms J n ....................................................................... .... .....I............. ...... ................. ..... ., N/A ............. ......... ,4 Fireplace ........................ :..:........................................Approximate Cost $.80. .,.b�0i0 . . . . .............................................. Definitive Plan Approved by Planning Board --------------------------------19------- ~. Area'"'R#q® Sq. Ft. ' Diagram of Lot and Building with Dimensions Fee #{� 00....... .�. v � t SUBJECT TO APPROVAL OF BOARD OF HEALTH - `' �\ t 7 s� � a . • r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations°of the Town of Barnstableregarding the above , construction. t Name .. r . . .. Construction Supervisor's License ....... CAMMETT CONSTRUCTION ng..4-&=345-19-20 No 31U.3... Permit for ,..Commercial....B.Ldg. .... ....... .. . .. .. . -.. I . ..........Q.ff.ic.e....&...Garage......................... Location .....1.1.0...Ro.sary--Lane.................... ......................... ............... Owne ........camett...C.Qnstru, Sinn..... . .......Q-a,=.e-t.t ..C-Q Type of Constructio . Frame ........................................................... ................... Plot ............................ Lot ......... .............I........ Permit Granted .....AqgM.$.t;.. .4...........19 87 Date of Inspection ................. ..................19 Date Completed ........... .... .....................19 Al. L TEM MUST, E Assessors offioe (1st floor) {� SEPTIC •��5 345/ 19 & ,20....�: ST�►I.LED IN COAAPLIANC �o���EToy, Assessor's map, and lot number ........................... Board of Health (3rd floor): _ wITH TITLE 5- Sewage Permit number ..0.. ............-:......... ':........:... 9 >�►L CODE �i' i 11 IfflCC'"�.�&V�itloE�T r t 33ARNSTSDLL ' Engineering Department (3rd floor): ! rasa "' 1S 39 House number — .b J � APPLICATIONS PROCESSED 8:30-9:30"•A.M. and, 1:00-2:00=P.M, only t 4;, , ,r ..A$ INStALLEt) IN .. ^+ `:.t-,^-� t-O PLAN• .,, 1 " TOWN OF BARNSTABLE �fb BUILDING. INSPECTOR Build Commercial Building APPLICATIONFOR .PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION ...........: k & ,Frame - .........Blo........c... October 27 86 ..19...... TO THE INSPECTOR OF BUILDINGS: �f The undersigned hereby applies for a permit according to the following information: Rosary Lane Hyannis Location ........................................................................................................................................... .............. Proposed Use ............ Office s...& Commercial garage......................:................................................................................ Zoning District ...Business............. _:!-2�}.-..-F,ire District• ................................................................. Hyannis' Name of Owner Cammett Construction ....Address' Old Town House Rd. • , Yarmouth. Nameof Builder Same• ..........................................Address .........................:.:...........................:.......:..:.........:....... Name.of ArchitectTerry L uft Associates Address E. Main Street, Hyannis Number of Rooms ....................................................' ..........Foundation •..Concrete • Block .& Frame ' •....Roofing •.As halt Exterior ................ ............................................. P.. ................. - ....... f Concrete Sheetrock & Concrete Block \ Floors' ............................................................................ .........Interior ..... Heating ............... Gas....................°.....................................Plumbing .4.:bathrooms...:............ Fire lace N/A :::.Approximate Cost 8.0,000 p .................. .................................................. .........$, . .... .... ........ Definitive Plan Approved by Planning Board ______________________________19-------- . Are Sq. Ft. Diagram of Lot and Building with Dimensions Fee .. -....... SUBJECT. TO APPROVAL OF BOARD OF HEALTH h gyp r• .. l: - OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 17 1' Name ... ...... ........ ..................... , 001026 . Construction Supervisor's License ......a............................... CA2,11MIETT CO:I:i 1 U CT ON c No 31G8.3'..,Permit for ...Coru ercial...B.Idg ........O1tyee & Garage Location ~ 11G Rosar�� Lari ....... - ; ...........jyannis.................................. . Owner ...Cammett Construction......... - Type of Construction Frame ............................................................................... IPlot...............rr:........... Lot ................................ 's Permit Granted ....August` ......... ..........19 87 - { .Date of Inspection ................................,...19 }. + . _ Date Completed .........( % .. ...19 ` .III � � � • � r ti • Y • 2 . - .. I . • . d �+R �.X� Y r ROSARY LANE N 15*50'40`E 204.97- /20+ ---- - ------- .t59.91 .... ----- -- -- - -- - - - - - `+ EXIS7rAfS b - --- - - FOU - - - -- __ NDATION - m - - - - -- 159.99 .327- h L O TS ' 19120 29, 412 S. F. -- 20•r.57 S 19'31 '20`M L04i l 9 02 PLOT PLAN OF LAND TO THE BEST OF MY KNOMLEDG& THE FOUNDA TION L OCA TED IN SHOWN ON THIS PLAN IS AS IT ACTUALLY EXISTS AND - BA/P/VS TA BL E - MASS. THAT IT CONFORMS TO THE TOWN OF BARAwABLE ZON .ASH OF REGULA TIONS. REGARDING YARD SETBACKS' PREPARED FOR <<' DAVID c CHARLES T CAMMET T CONS TiPUC TION DATE.•✓UNE S. 1987Q I SANIC_KI y R.L,S. 1�s= 2dJ3� DATE. ✓UNE 9 , 19B7 SCALE.' 1 40 FT. �FG'/STEREO � . 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'>•ti r y �>t ,'Saar' Y,gr.,`� .rfik w 4 x "i" .t, 'a x. „y ^4t�'Pdy.-.u" ^'T i )k + t< a x y dT3., t G q ''` 1a ?�'a t :. 2 ; r c ? s � A rY +k t , .1 11� , gisP v. 9d ty -^i.*> t T+e2 $ de,.� `� j �G 1.T �� Gt � Ri ��, , �S � + a , �x }x k ros t } "r:'. y s r F + v X A a 4" a.flr � `J�$v. +« '�fA,_. .+ 7 x"sr i :Y;. + s,a x`' "-. a y.x C t }� 2 "a §r qy r, { q y.{J2`" s r �„� y^ r» t �, t:,fir. ti- 4^ k 5 F-++h� a xt i ,,, 'k a ky L ' >,r },n h ,.A s. # ^'Y<.. ._ S s _ f A R '� _ h qu f s N Z IF I 57 ADDRESS: 4 t -.n JrF -RMff.- r_ y� � F � LARGE PEA � ���• x RAN X-211 X TIC f LED ALMA 'AL S f �i 8 f Il` ORMATION 1x E s. M . h i c T} r 4 }ti R � q t�vpfil forms�$xcbiveBAN"P ) , u, ti " 717 - SOLAR E:LECTRIC'SYSTEiVI FOR r'ighte"tgy VIOLA ASSOCIATES ABBREVIATIONS SYMBOLS LEGEND SYSTEM NOTES GENERAL NOTES 1712 MAIN ST.KANSAS CITY,MID 64108 State Certificate of Authority#2013042086 P' PROJECT INFORMATION: A AMPERE �� .. ELECTRICAL BREAKER 1. .SOLAR ARRAY CONSISTS OF_335W MODULES,- 1. ALL ELECTRICAL WORK SHALL BEPERFORMED BY A QUALIFIED LICENSE:D.ELECTRICIAN AND/OR APPRENTICES.WORKING UNDER THE DIRECT - AC ALTERNATING CURRENT CONNECTED IN SERIES. '° SUPERVISION OF THE LICENSED CONTRACTOR. �- 'ELECTRICAL DISCONNECT SWITCH' Y, , ' - - AFCI ..ARC-FAULT CIRCUIT INTERRUPTER e� —o -.I 2. ARRAYS HAVE BEEN PLACED TO MINIMIZE OR 2.. ALL WORK CARRIED OUT SHALL COMPLY WITH THE SPECIFICATIONS,APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND.LOCAL • I®LA , 'AHJ AUTHORITY HAVING JURISDICTION . ..ELIMINATE SHADING IMPACT FROM ADJACENT - JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE REGULATIONS. ' AIC AMER.AGE INTERRUPTION CAPACITY o� 2-POLE BREAKER OR SWITCH " STRUCTURES AND/OR OBSTRUCTIONS. _ - ' ASSOCIATES s 3. .PRIOR TO COMMENCEMENT OF ANY WORK,THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF AN DISCREPANCIES NOTED AMONG SITE ATS _ - AUTOMATIC TRANSFER SWITCH ;e-. - - 53.6kW o. _ 3: ALL ARRAY.LAYOUTS ADHERE TO 2015 IFC CONDITIONS,`MANUFACTURER RECOMMENDATIONS,OR AUTHORITY HAVING JURISDICTION..IF THE SPECIFIED EQUIPMENT CANNOT BE IN - - AWG- AMERICAN WIRE GAUGE o 3-POLE BREAKER OR SWITCH `LOCAL AHJ REQUIREMENTS FOR SETBACKS AND�. AS SHOWN ON THESE.DRAWINGS,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD A WRITTEN"RFI"(REQUEST FOR. '- PV SYSTEM CB-# COMBINER BOX ' o PATHWAYS'. T,` #INFORMATION) PROPOSING AN ALTERNATIVE OR SEEKING CLARIFICATION. t DAB DATA AQUISITION SYSTEM - - - •- ELECTRICAL FUSE 4. MINIMUM 3 FOOT CLEARANCE PROVIDED FOR 4: THE CONTRACTOR SHALL MAINTAIN•IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS " DC DIRECTCURRENT ALL ROOF TOP HVAC UNITS AND SERVICEABLE ON THE PREMISES AT ALL TIMES. . 110 ROSARY LANE DWG DRAWING y '-0. �'�' lY ELECTRICAL FUSED DISCONNECT SWITCH' EQUIPMENT.'.MINIMUM 4 FOOT SETBACK TO. - I, s.-. .,;,� - + -ROOF EDGE.--. 5. UNLESS.NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS',EQUIPMENT,ACCESSORIES,AND LABOR NECESSARY TO 02601 Ec ° r ELECTRICAL CONDUCTOR; ' e:' " ' COMPLETE ALL INSTALLATIONS AS INDICATED'ON THE DRAWINGS. EMT, =ELECTRICAL'METALLIC TUBE,•. ,,,4 EVI METER- 1.. `• F::, _ ) >. - — ❑ 5. ,INVERTERS SHALL BE TRANSFORMERLESS -' 'r � ISSUE DATENN IS,MA, - ., GFCI -.GROUND FAULT CIRCUIT IN • . '„. ea _ .STRING INVERTERS;LOCATION PER PLAN. ': 6, ,ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.. :• CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL` 0:1/.I I'0/20.I 1 7 GFP GROUND FAULT PROTECTION , ri SYSTEM OR EQUIPMENT GROUND 6. SYSTEM SIZE(DC): 53.6kW ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. GNO GROUND; 'SYSTEM SIZE (AC): 38kW e..,, .. GEC GROUNDING ELECTRODE CONDUCTOR �� - `�- � � � :"�� - TILT ANGLE 5 7, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAT REV:--DATE- BY: ---0 CONDUIT UP ,_ AZIMUTH: SPECIFICALLY STATED OTHERWISE.' 0 - O1/10/1'7 SJS IBC :'s= INTERNATIONAL BUILDING CODE �' - CONDUIT DOWN $.. :i. ._ .i`;.- - '. • _ .. _�,. � IONS UNLESS ` IFC. _INTERNATIONAL FIRE CODE J 8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA;ADJACENT AREAS AND BUILDING - A DING_OCCUPANTS THAT ARE LIKELY TO BE . ^ KW -_KILOWATT •:r -- •' •=,—� � CONTINUATION OF CONDUIT` - - 'AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE-LOCAL JURISDICTION. - 3 er MAX b. __ MAXIMUM 9, FALL ARREST PROTECTION PER OSHA REQUIREMENTS SHALL BE PROVIDED FOR ALL ROOF WORK. ' MCB. MAIN CIRCUIT.BREAKER. - - PHOTOVOLTAIC(PV)MODULE SITEi.I.NFORMATION "- - - - t f " 10. WHEN INSTALLING IN FIRE'RATED AREAS,SEAL ALL PENETRATIONS'WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. .. MDP -. MAIN'DISTRIBUTIONPANEL ^,' � '� " - -ti - � � - • - ' �' r CONTRACTOR SHALL KEEP AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DEBRIS. MECH MECHANICAL' LOCATION: .,110 ROSARY LANE ' - ENGINEER:— MIN MINIMUM 5'" - - _ DC/AC INVERTER " " ^w, _ ,'HYANNIS,MA,02601 ,CONTRACTORS SHALL LEAVE PREMISES IN A CLEAN CONDITION.ALL DEBRIS AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND _ a DISPOSED OF IN A LAWFUL MANNER:' MLO MAIN LUG ONLY „ ,� � -� _ - - - ° CLIENTCONTACT: BRIGHTERGY,LLC I- - - ` MTS MANUAL TRANSFER SWITCH ti - ' 1712 MAIN ST. 12: THEICONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS;LANDSCAPING AND N N NEUTRAL ' POWER TRANSFORMER-. - $- NOT PART OF THE SCOPE .. STRUCTURES , Y • ' ""�`'"' KANSAS CITY,MO 64108' OF WORK AS IDENTIFIED IN THESE PLANS. NEC NATIONAL ELECTRICAL CODE • .` . PROPERTY 13. THE.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. :NTS NOT I'OSCALE CONNECTED CONDUCTOR REPRESENTATIVE: '° ALLISON VIOL A - ' OC ON CENTER y`.,.. .. _ _ 14. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER THEY ARE EXPOSED TO LIGHT,CONTRACTOR SHALL DISABLE THE ARRAY OCPD iOVERCURRENT PROTECTION DEVICE ——— DC WRING DURING INSTALLATION AND SERVICE BY SHORT CIRCUITING,OPEN CIRCUITING,OR COVERING ARRAY WITH AN OPAQUE COVER ACCORDING TO s P 'POLE. - '•+' - - - PROJECT MANAGER: ELIA KLEIMAN r MANUFACTURERS INSTRUCTION. " • _ - ,. - - -.r , 816.866.0555 r PH PHASE R '15. CONSTRUCTION LOADING ON THE ROOF,SUCH AS MATERIAL STAGED ON THE ROOF,SHALL BE LIMITED TO 20 PSF.CONCENTRATED LOADING Poc PowroF CONNECTION' p UTILITY COMPANY:_ EVERSOURCE SHALL BE AVOIDED TO PREVENT LOCALIZED DAMAGE TO THE ROOF:' APfPLICABLECODES • ACCOUNT NUMBER. 16145560047 . _ .� i,,., � � � - N.";p_ - • � DRAWN BY CHK.:—APV.: `PV` PHOTOVOLTAIC 'r - E "} - METER NUMBER: - 1933647' - RCWY , RACEWAY - - F: _. NATIONAL ELECTRIC CODE(NEC),2014" - _ ° - I .- � � SS JM GC b' RECTO RECTIFIER - _INTERNATIONAL BUILDING CODE(IBC),2012' VICINITY MAP; %• SE.ET /�INDE - _ STAMP: INTERNATIONAL FIRE CODE(IFC),2012' .- f I RMC _ RIGID METALLIC CONDUIT" , •. ,,, =� - - - '• - ., SC . SOURCE CIRCUIT "INCLUDES ALL LOCAL AND STATE AMENDMENTS T1 TITLE SHEET TEMP TEMPERATURE TYP TYPICAL M +:r'a �.;c '• " ST,1 SITE PLAN UL UNDERWRITERS LABORATORY r r - - - {^ E1:- ELECTRICALLAYOUT p +n „ `�! : 4' E2- ELECTRICAL LINE DIAGRAM V ^VOLT OR VOLTAGE _ < - it iS•i W WATTNEC # - v, j f _ - E4 ' ELECRRIOCAIL DETABSLS XFMR- ,TRANSFORMER .,.. - w-:. _ ,. `` •,`k .x,. - .,, S1 ROOF ARRAY`RACKING LAYOUT APPROVALS `•, S2 ^ RACKING DETAILS ENGINEER OF RECORD . �e ; Sz THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE s ELECTRICAL; MARK FELGATE � + a:4 s •_ . SHEET TITLE:= CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL DOCUMENTS ARE SUBJECT TO a S, -� „_ay �+,.' + � '<�:,{ � 3" REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE MODIFICATIONS. -STRUCTURAL: -- - ;ry ,,.,, _.,i ., s"-_• ._ : y, k ., •. c r 1+ SITE LOCATION 4 r ,t TITLE r' f cn BRIGHTERGY: DATE: � SHEET a ' 03 ��' 4 � `' - • SHEET NUMBER:- CONTRACTOR/ LEAD INSTALLER: DATE: r # r P e Cad N R rrnaF Gap 1 , • ' GENERAL SYSTEM NOTES: 1. TOTAL SOLAR ARRAY CONSISTS OF(160) 335W SOLAR PANELS,CONNECTED IN SERIES. OSEE PLAN FOR SPECIFIC ARRAY SIZES. O—O0 `brfgh¢ergy 00 • 2. ARRAYS HAVE BEEN PLACED TO MINIMIZE OR ELIMINATE SHADING IMPACT FROM ADJACENT STRUCTURES AND/OR OBSTRUCTIONS: ° - 1712 MAIN ST.KANSAS CITY,MO 64108 1 3. ALL ARRAY LAYOUTS ADHERE TO 2012 IFC Sete c.ltifi tr o1 A�n,odty#2013042086 REGARDING SETBACKS AND PATHWAYS. r PROJECT INFORMATION: 4. MINIMUM 5 FOOT CLEARANCE PROVIDED FOR ALL ROOFTOP HVAC UNITS AND ` 1^®�� SERVICEABLE EQUIPMENT AND MINIMUM 3 -- ��/ FOOT CLEARANCE FOR ALL STANDPIPES AND EXHAUST FANS. MINIMUM 6 FOOT SETBACK ASSOCIATES TO ROOF EDGE. 53.6kW ROOF OBSTRUCTION PV SYSTEM (TYP.) 110 ROSARY LANE HYANNIS,MA,02601 ISSUE DATE:— _ r 01/10/201.7 EV: DATE: BY: 0 01/10/•17 SJS" ENGINEER: RAWN BY: CHK.:APV.• ` SS JM GC c AMP: v REMOTE DC POCC DISCONNECT (TYP ). . VERTICAL CONDUIT LOCATION OF (5) SOLECTRIA INVERTERS & SOLAR UTILITY METER COMBINING PANEL SHEET TITLE PV SYSTEM DISCONNECT SITE AND REVENUE METER PLAN HEET NUMBER ROOF PLAN STI U-SC-ALE=: 3/32"= 1'-0" N WIRING NOTES: - - O ROOF SURFACE: 1. EXPOSED WIRING SHALL BE SUNLIGHT RESISTANT AND SECURED FIRMLY WORKMANLIKE MANOR O I N A CLEAN AND ® - O O.Obrightergy 2. CONDUIT SHALL BE SUPPORTED EVERY 10'O.C.,' ` MINIMUM OF 3-1/2"ABOVE ROOF SURFACE,AND y _ - ROUTED ALONG WALLS AND PARAPETS TO MINIMIZE SUN EXPOSURE AND TRIP HAZARDS. _ - 1712 MAIN ST.KANSAS CITY,MO 64108 3. PV SYSTEM SOURCE CIRCUIT CONDUCTORS"SHALL State Certificate or Authority#2013042086 NOT EXCEED 10'FROM ARRAY WITHOUT DISCONNECTING MEANS,PER NEC 690.1.2(TYF) PROJECT INFORMATION: VIOLA , , ION ®CIA ES � 1 __'_ROOF OBSTRUCT " ASS53.6kW T , (TYP..)p PV SYSTEM c n n 110 ROSARY LANE a ! HYANNIS,MA,02601 • ISSUE DATE:— 01/10/2017 2- CONDUIT 2 - REV: DATE: _ BY: 0�.�` 01/10/17 SJS - - 1 - _ ENGINEER: : ... <. " . n R e , v:. r r 4 , LJ f DRAWN BY. CHK.: APV.: F+ n SS JM GC REMOTE DC STAMP: POCC DISCONNECT (TYP.) LOCATION OF F VERTICAL CONDUIT - UTILITY METER (5):SOLECTRIA INVERTERS & SOLAR • COMBINING .PANEL, PV SYSTEM DISCONNECT SHEET TITLE:— AND REVENUE METER ELECTRICAL :LAYOUT SHEET NUMBER:= &,�CALE- LECTRICAL LAYOUT 3/32"= .V_0, El° 0 ----------------------------------------------------------- - -----L)SOURCE------------------------ ------� ®® ®°brig�hte gy VOLTAGE AND FREQUENCY TRIP LINES AND TIMES CIRCUITS THE DEFAULT TRIPS LIMITS AND TIMES MEET UL 1741 ANTI-ISLANDING REQUIREMENTS, VOLTAGE TRIP LIMIT FIELD ADJUSTMENT RANGE AS A PERCENTAGE OF NOMINAL:88% TO 110% (THE ACCURACY LIMIT OF TIME MEASUREMENT IS: 501VIS) 1712 MAIN ST,KANSAS CITY,MO 64108 State Certificate of Authortty#2013042086 ' *SEE TABLE FOR STRING SIZES PER INVERTER VAC CONFIGURATIONS FIELD PROJECT INFORMATION: i FACTORY FIELD FIELD SETTING ADJUSTABLE CONDITIONS ADJUSTABLE TRIP TIME TRIP TIME SETTING(VAC) RANGE(VAC) (SECONDS) RANGE VIOLA (SECOND)OB VOLTAGE PHASE 264 U. -- 211.2 TO 264.0 ASSOCIATES HIGH 53.6kW1.0 0.000 TO 999.999 UTILITY VOLTAGE PHASE 211.2 211.2TO264.0 2.0 O.OpOTO999-999 EXISTING UTILITY LOW PV SYSTEM METER#:1933647 VOLTAGE PHASE 264.0 211.2 TO 264.0 OA6 0.000 TO 999-999 a M% AC FASTHIGH VOLTAGE PHASE(2) p� FAST LOtN 120•0 a1i.zTOz6a.0 0.16 • , 0.000 TO 995.9991,10 ROSARY LANE 100 FREQUENCY TRIP LIMITS AND TIMES HYANNIS,MA,02601 DAISY CHAIN TO EACH COMBINER _DC - DC - OC  - F6ELD:SETTING FIELDFIELD ADJUSTABLE ISSUE DATE: FACTORY ADJUSTABLE STANDARD TRIP c c c CONDITIONS SETTING(Hz) RANGE(Hz) TIMETRANGEEO /�OIZO 7 aC AC Ac W (SECONDS) (SECOND) 0 _ LINE LOW FREQUENCY REV: DATE: BY: 59.3 57.0 TO 63.0- 0.2 0:000 TO 999:999 LINE FREQUENCY 0 01/10/17 SJS LOW 60.5 '- 67.0 TO 63.0, 0.2 0.000 TO 999:999 , SETTINGREQUIRED BY EVERSOURCE:THE INVERTER UNDERIFIREQUENCY ARE --- --- ----- ----- ROOF ____ ®OE REQUIRED TO BE SET AT 57Hz AT 0.16 SECONDS AND 58 Z AT 32.SECONDS. ----- GROUND LEVEL (3) (4) (5) (6) (�) • o) I • 0 I INVERTER# INVERTER INVERTER •OCPD ENGINEER: z Iz� - , - - 1z 0. - ' - - � � - SIZE(kW) AMPERAGE RATING_. 05 1� w .. - 1-5 7.8 32 40 m im z - ` INVERTER AMPERAGETOTAL 160 MODULE STRINGING PER INVERTER 40A 40A 40A 40A 40A 20A 200A (8) ® (9) I - MPPT#1 MPPT#2 :MODULE -' INVERTER# CITY PER I O 200A STRINGS STRINGS INVERTER 1-5 2 OF 8 2 OF 8 32 - OOD MODULE TOTAL. 160 - INDIVIDUAL INVERTER SPECIFICATIONS .� • - ,. TYPE: ,SOLECTRIA PVI 760OTL .r ' • - RATED POWER: - 7:6KWac DRAWN BY: -CHK.:=APV.: , OPERATING AC VOLTAGE: 240Vac SS _ .IM GC MAX.CURRENT: 32A STAMP: - _ OUTPUT FREQUENCY 60Hz ONE LINE DIAGRAM Scale:NTS LINE DIAGRAM NOTES KEY E1 ° i- TABLE 1:PHOTOVOLTAIC SYSTEM EQUIPMENT:SCHEDULE 0 ET-M672 335W SOLAR MODULES INCLUDES#12 AWG OUTDOOR RATED QUICK CONNECTS - -WITH MULTI CONTACT CONNECTORS FOR MODULE INTERCONNECTION.DO NOT REMOVE -TABLE 2:CONDUIT ID DESCRIPTION QTY THE CONNECTORS,OTHERWISE THE MODULE W'ARRANTYANDTHEUL LISTING MAY BE - - - - VAX #OF AND WIRING SCHEDULE (A) ET-M672335WW/WB(335W)1000V,UNGROUNDED 160 INVALIDATED. + ID AMPERAGE WIRES WIRESIZE AWG GROUNDSIZE CONDUITSIZE (B) PASS THROUGH DISCONNECTS WITH 15A,600V FUSE.2 FUSES PER SOURCE CIRCUIT(POSITIVE/NEGATIVE) 5 O (5)SOLECTRIAPVI-7600TL INVERTER,UL1741 LISTED WITH INTEGRAL ANTI-ISLANDING -1 13.n #locv WIRE #6THWN-2 - PROTECTION FEATURES.UL1741 LISTING INCLUDES COMPLIANCE WITH IEEE519 FOR POWER z 13.72 1.30 #10PV WIRE #6THwrv-z 21/z" SOLECTRIA PVI 7600TL UTILITY INTERACTIVE DC-TO-AC INVERTER WITH INTEGRATED DISCONNECTS: 3 40.00 3 #8THWN-2 #6THWN•2 2" (�) 1-PHASE,3-WIRE,240 VAC,NEMA 3R 5 QUALITY,IEEE929 FOR INTERCONNECTION INVERTER TER HAS IN THE NATIONALDC DISCONNECTINGECTRICAL CODEMEAN. TIED70IXISTING FACILITY GROUND.INVERTER HAS INTERNAL DC DISCONNECTING MEANS. a 40.00 3 #BTHWN-2 #6THWN-2 1^ (D) SOLAR COMBINING PANEL:RAPID S240V,HUTDOWN WN(69,3W,NEMA 3R 1 INVERTER IS U.L.LISTED AS A UNIT.UNIT IS ECLIPPEDWITH UL1741 APPROVED GROUND + 5 40.00 3 #BTHWN-2 #6THWN-2 1" POWER SUPPLY FOR DC RAPID SHUTDOWN(690.12) _ FAU-T DETECTION DEVICE THAT MEETS NEC250.122 AND DC ARC FAULT DETECTION 6 40.0O 3 #BTHWN-z #6THwN-2 1^ (E) 1 COMPLIANT WITH ILL 1699B 7 40.00 3 98THWN-2 #6THwN-2 1" (F) PV SYSTEM REVENUE METER 1 a 160.00 3 4/OHWN-2 #6THWN2 21/ 3 200A,b00VAC,SINGLE PHASE,NEMA 3 RATED MLO SUB PANEL TO PLACE(5)INVERTERS IN 9 160.00 3 a/aTewrv-z #6THWN.2 z2/2"x° O - SHEET TITLE: 10 1 160.00 1 3 1 4/0THWN-2 #6THWN-2 21/21' (G) UTILITY ACCESSIBLE PV SYSTEM FUSED DISCONNECT:200A,240V,1 P,3W,NEMA 3R WITH 2O0A FUSES 1 PARALLEL.(1)SUB PANEL TOTAL.SUB PANEL MOUNTED ON BUILDING EXTERIOR. _ NOTES 4O DC POWER SUPPLY FOR CONTACTOR DISCONNECTS.PROVIDES 24V DC FOR RAPID ELECTRICAL (1)ALL SOURCE CICUIT CONDUCTORS SHALL BE IWOV RATED PV-WTRE ,,SHUTDOWN OF DISCONNECTS.24OW OUTPUT @ 24V.WIRE#16 AWG TO NEAREST SUITABLE FOR USE WITH TRANSFORMERLESS INVERTERS,NO REMOTE DISCONNECT AND DAISY CHAIN TO REMAINING DISCONNECTS.UTILIZE 1/2" EXCEPTIONS CONDUIT. LINE DIAGRAM (2)ALL CONDUCTORS ARE COPPER 90-C RATED - (3)ALL CONDUIT TO BE EMT,UNLESS OTHERWISE NOTED OR SPECIFIED • O PV SYSTEM REVENUE METER AND METER SOCKET,LOCATED ON EXTERIOR WALL. • - BY LOCAL AHI SHEET NUMBER:-- (4)ALL EQU)PMENT LABELLED PER NEC REQUIREMENTS O PV UTILITY LOCKABLE SYSTEM FUSED DISCONNECT:SINGLE PHASE 2COA1240VAC - (5)ALL TERMINALS RATED FOR MINIMUM 75'C - Oi POCC MADE BY TAPPING EXISTING FEEDER WITH DUAL LUGS AT THE MAIN BREAKERON 225A - 02015 Brightergy,LLC.The contents of these documents are 1 ///'''��� �- - PANEL pmprietary and property of Bdghtergy,LLC.No use,other than for t i BO EXISTING UTILITY METER - evaluation of entering into a business relationship,is permitted.No ,�,J, G copying,duplication,or distribution of this content is permitted • - without the express written consent of Brightergy,LLC INVERTERS(5),AC DISCONNECTS(1),MAIN PANELBOARD(1),SOLAR - COMBINING PANEL(1),&JUNCTION BOXES SHALL REQUIRE THE 1 `*SAMPLE LAYOUT FOR REFERENCE ONLY" FOLLOWING LABEL(9) O1 PHOTOVOLTAIC SYSTEM AC DISCONNECTS SHALL REQUIRE-THE UTILITY METER 4 - 0 0 0 FOLLOWING LABELING 690,14(C)(2)&690,54(1 REQUIRED) O O O O b r i g h to rg - O ROOFTOP JUNCTION BOX AUTHORIZED PERSONNEL O PHOTOVOLTAIC SYSTEM AC DISCONNECT �5 ONLY O OPERATING AC VOLTAGE:240Vac,1-PHASE _ 6 MAXIMUM OPERATING CURRENT:160Aac ® © _ 1712 MAIN ST.KANSAS CITY,MO 64108 State Certillcate of Authority#2013042086 PV OUTPUT CIRCUIT SHALL BE LABELED ON 5-POLE COMBINER/ 1 ' INVERTER'S DC DISCONNECT WITH THE FOLLOWING INFORMATION - - - O PROJECT INFORMATION: THE UTILITY INTERACTIVE INVERTER(S)SHALL BE LABELED _ PER NEC ARTICLE 690.53&690.4(B) DC CONDUIT WITH THE FOLLOWING PER NEC ARTICLE 690.5(C)IS REQUIRED) (3 REQUIRED,I PER INVERTER) I ..INVERTER#1 - WARNING O ' O _ I VIOLA 1 ELECTRIC SHOCK HAZARD .MPPT#1 ' A (� (''�T A�T� (� IF A GROUND FAULT IS INDICATED, GRID TIED PHOTOVOLTAIC POWER SOURCE - ' POINT OF INTERCONNECTION(MDP) _ y ASSOICIA i ES 1 NORMALLY GROUNDED CONDUCTORS MAY 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc O - S3.6kW-r BE UNGROUNDED AND ENERGIZED 2)MAXIMUM POWER-POINT VOLTAGE: 303.62Vdc ' - PV SYSTEM 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc _ INVERTERS AC COMBINING PANEL THE DC COMBINERS/DC DISCONNECTS&AC DISCONNECTS MPPT#2 SHALL BE LABELED WITH THE FOLLOWING PER NEC ARTICLE GRID TIED PHOTOVOLTAIC POWER SOURCE 690.14(C)(2)&690.17(7 REQUIRED) O - 1 10 ROSARY LANE _ 1)MAXIMUM POWER POINT CURRENT: 18.66Adc - - - 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc L•--- HYANNIS,MA,02601 WARNING! O 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc . ELECTRIC SHOCK HAZARD -' 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc • ISSUE DATE:- DO NOT TOUCH TERMINALS O` TERMINALS ON BOTH THE LINE AND LOAD WIRE TRAY,J-BOX, SIDES MAY BE ENERGIZED IN THE OPEN INVERTER#2 4 8 _ - 01/10/2017 POSITION' MPPT#1 1O .PULL BOXES,ECT, -" GRID TIED PHOTOVOLTAIC POWER SOURCE - x REV: DATE: BY: THE PV OAS SHALL BE LABELED WITH THE - - - - FOLLOWINGINFORMATIONPERNECARTICLE _ 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc - - 0 '01/10/17 SJS 690.4(D)(1'REQUIRED) 2)MAXIMUM POWER-POINT VOLTAGE: 303.62Vdc _ - 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - `� PHOTOVOLTAIC SYSTEM DATA 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc MAIN PV DISCONNECT - ACQUISITION SYSTEM - AUTHORIZEDPERSONNELONLY - MPPT#2 - GRID TIED PHOTOVOLTAIC POWER SOURCE - - - - - - 1)MAXIMUM POWER-POINT CURRENT: °18.66Adc, A �. < 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc UTILITY.BILLING METER,POINT OF INTERCONNECTION(&MDP,IF - . ACCOMBINING PANEL SHALL REOUIRETHE 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): .426.7Vdc SEPARATE),AC COMBINING PANEL,&MAIN PV DISCONNECT SHALL - LTILITY BILLING METER&POINT OF INTERCONNECTION(&MOP,IF ENGINEER: FOLLOWING LABELING - 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc RECEIVE A PERMANENT LABEL,DENOTING ALL ELECTRICAL POWER SEPARATE),SHALL RECEIVE A PERMANENT LABEL,DENOTING ALL - ' (1 REQUIRED PER BRANCH CIRCUIT) SOURCES PER NEC ARTICLE 705.12(D)(4)&705.10 ELECTRICAL POWER SOURCES PER NEC ARTICLE 705.12(D)(4)&705,10 IS REQUIRED) (3 REQUIRED) SOLAR FED BREAKER O - INVERTER#& - O INVERTER#1 - MPPT#1 "�+ - O EQUIPMENT FED BY TWO SOURCES: - OO - - EQUIPMENT FED BY TWO SOURCES: 3 GRID TIED PHOTOVOLTAIC POWER SOURCE - UTILITY AN'D PHOTOVOLTAIC SYSTEM, ® WITHIILITY AND MAIN PV DISCONNLTAIC SYSTEM, ECT CT LOCATED ON WITH PV PANELS ON ROOF AND 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc EXTERIOR WEST WALL _ INVERTERS LOCATED ROOF " SOLAR FED BREAKER - 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc O - INVERTER#2 O 3) ): 426.7Vdc.MAXIMUM SYSTEM VOLTAGE(ADJUSTED - - - 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc - ` UTILITY ACCESSIBLE DISCONNECT SHALL RECEIVE A PERMANENT MPPT#2 ENGRAVED PLAQUE,3/6"MIN.LETTERING,PER UTILITY REQUIREMENTS - - - SOLAR FED BREAKER O ID GR TIED PHOTOVOLTAIC POWER SOURCE (1 REQUIRED) INVERTER#3 - - - _ 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc PV SYSTEM DISCONNECT O 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc FOR UTILITY OPERATION 5 _ - 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - SOLAR FED BREAKER O 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc Y DRAWN BY: J GC M =APV.: INVERTER#4 - t A SITE DIRECTORY PLAQUE SHALL BE LOCATED ON OR BESIDE THE � SS �M'T - INVERTER#4 BI-DIRECTIONAL UTILITY BILLING METER PER NEC ARTICLE 705.10 - • MPPT#1. O - - (1 REQUIRED) ® STAMP: SOLAR FED BREAKER O GRID TIED PHOTOVOLTAIC POWER SOURCE. MARKING;2012 INTERNATIONAL FIRE CODE(IFC)605.11.1 CAUTION:POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE INVERTER#5 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc FOLLOWING SOURCES WITH A DISCONNECT LOCATEDAS SHOWN 2)MAXIMUM POWER-POINT VOLTAGE: 303.62Vdc -THE FOLLOWING LABEL IS REQUIRED ON ALL INTERIOR AND EXTERIOR DIRECT CURRENT(DC} 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc CONDUIT,ENCLOSURES,RACEWAYS AND CABLE ASSEMBLIES EVERY 10 FEET,WITHIN 1 FOOT OF TURNS WHEN PANELBOARD IS RATED FOR LESS THAN THE SUM OF THE AMPERE - 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc RATINGS OF ALL OCPD'S SUPPLYING IT,PV INTERCONNECT BREAKER OR BENDS AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROORCEILING ASSEMBLIES, SHALL BE LABELED AS FOLLOWS,PER NEC 705.12(D)6 - - WALLS OR BARRIERS. (1 REQUIRED) MPPT#2 GRID TIED PHOTOVOLTAIC POWER SOURCE LABELS ALSO REQUIRED ON ALL DIRECT CURRENT(DC)JUNCTION BOXES,COMBINER BOXES,AND SOLAR ARRAv WARNING O 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc DISCONNECTS. INVERTER OUTPUT CONNECTION 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc DO NOT RELOCATE THIS 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc AN ADDITIONAL LABEL SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT IN A OVERCURRENT DEVICE LOCA71ON CLEARLY VISIBLE FROM THE LOCATION WHERE THE DISCONNECT IS OPERATED. PHOTOVOLTAIC SYSTEM INTERCONNECTION INVERTER#5reacoNNEQT1oN _ O MATERIAL SHALL BE REFLECTIVE,WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. PANELBOARD SHALL REQUIRE THE - MPPT#1 - µ A; FouOWNG LABEL(I REQUIRED) GRID TIED PHOTOVOLTAIC POWER SOURCE LETTERS SHALL BE CAPITALIZED WITH A MIN,HEIGHT OF 3/8"(9.5MM)WHITE ON RED BACKGROUND. SHEET TITLE:- 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc SOLAR FED BREAKER 2)MAXIMUM POWER-POINT VOLTAGE: 303.62Vdc ® UTILITY METER NEC REQUIRED O 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc WARNING: 4)SHORT CIRCUIT CURRENT(ADJUSTEDy 19.10Adc PHOTOVOLTAIC POWER SOURCE O - PV SYSTEM DISCONNECT [� PHOTOVOLTAIC SYSTEM INTERCONNECTION TO MDP&SOLAR MPPT#2 ® LABELS OOMBINING PANEL SHALL REQUIRE THE FOLLOWING LABELING 690.54(1 REQUIRED) GRID TIED PHOTOVOLTAIC POWER SOURCE O 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc _ SHEET NUMBER: PHOTOVOLTAIC INTERACTIVE SYSTEM 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc POINT OF INTERCONNECTION 3).MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.1OAdc E /OPERATING AC VOLTAGE: ,1-PHASE IRATED AC OUTPUT CURRENT:ENT:160.OAac J #10 PV-WIRE POSITIVE SOURCE CIRCUIT HOME RUN CABLE BACK OF MODULE POTTED BLOCK - 000brightergy 1712 MAIN ST.KANSAS CITY,MO 64108 - Stete Certlflmte of Authonry#2013042085 LOCKING-TYPE CONNECTORS PROJECT INFORMATION:. #10 PV-WIRE NEGATIVE SOURCE CIRCUIT PV STRING WIRING DETAIL _ HOME RUN CABLE VIOLA NTs ASSOCIATES '53.6kW ` PV SYSTEM #10 PV-WIRE NEGATIVE SOURCE CIRCUIT HOME RUN CABLE LOCKING-TYPE CONNECTORS #10 PV-WIRE POSITIVE SOURCE CIRCUIT 110 ROSARY LANE BACK OF MODULE POTTED BLOCK HOME RUN CABLE H10 ROSARY S,RYMA,LANE 01/10/2017, REV: DATE: BY: 0 01/10/17 SJS ENGINEER:— 2 PV STRING WIRING DETAIL + MOUNTING STRUT OR SIMILAR NEGATIVE DC OUTPUT POSITIVE DC OUTPUT • r 1' _ DRAWN BY: —CHK.:=APV.: z SS JM GC .STAMP: • eV FUSE FUSE. CABLE CLIP(TYPJ T s^ ELEVATION VIEW ELEVATION VIEW _ _ + + MOUNTING STRUT O OR SIMILAR t0 NEGATIVE DC INPUT FROM L EQUIPMENT POSITIVE DC INPUT FROM PV SOURCE CIRCUIT'S GROUNDING PV SOURCE CIRCUITS SHEET TITLE: PLAN VIEW TERMINAL PV MODULE CABLE IS TO BE COILED RECYCLED RUBBER BLOCK OR + AND SECURED TO MODULE FRAME ELECTRICAL 1 THE COMBINER BOX SHOWN IS FOR USE ON TRANSFORMERLESS TL INVERTERS WHICH REQUIRE WITH WIRE CLIPS AS SHOWN SIMILAR SUPPORT DEVICE ) ( ) NOTE:PROVIDE QUANTITY AS REQUIRED FUSES ON POSITIVE(+)AND NEGATIVE I-)SOURCE CIRCUIT INPUTS. DETAILS TO SUPPORT EXTERNAL CONDUIT 2)NUMBER OF FUSES SHOWN IS FOR REFERENCE ONLY. REFER TO ELECTRICAL LINE DIAGRAM FOR - - QUANTITY OF SOURCE CIRCUIT AND FUSES REQUIRED. - 3)REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. SHEET, NUMBER:= CONDUIT SUPPORT DETAIL 4 3 DC COMBINER BOX DETAIL PV WIRE MANAGEMENT DETAIL NTS &NTS NTS FA t r 10'-3" I0'-3" O obrightergy O 1712MAIN ST.KANSAS CITY,M064108 State Certifoate of Authority#2013042088 PROJECT INFORMATION: VIOLA F ASSO+CIATES 53.6kW PV SYSTEM 13,_8 110 ROSARY LANE HYANNISNA,02601 ISSUE DATE:— 01/10/2017 REV: D 10'_3„ I, - O 01/10/17 SS ENGINEER: !. — ,. • .a • • • • • • • • • C . `• • • • • • • ill DRAWN BY: —CHK.=APV.: SS JM GC . • - - � � _ STAMP: 13's" 10'_3"_ 51-3 5-1 I L 6-5. 5'-5" 3'-8' 4'-3° SHEET TITLE:— • � 13�_8„ 10�_3�� 11'-6" 3' 1.1'-4" u'-4" ROOF ARRAY •10 RACKING LAYOUT SHEET NUMBER:=— ARRAY RACKING LAYOUT 2 ROOF ANCHOR LAYOUT SCALE: 3/16"= 1'-0" ', SCALE = 1'-0" si - o,:br.ig 1t@rgy _ NOTES: 1. RAILS MUST EXTEND 1.5"MINIMUM BEYOND END MODULES. - 1742 MAIN ST.KANSAS CITY,MO 64108 2.. END MODULES MUST NOT EXTEND MORE THAN 24"FROM END ROOF - State Certiflcete of Authority#2013042086 ANCHORS. - 3. ROOF ANCHORS MUST BE PLACED ON ONE SIDE OF EVERY SPLICE,ON PROJECT INFORMATION: • NEARE ST STRUCTURAL SUPPORT. w - _ - - 4. EXPANSION GAP REQUIRED WHERE INDICATED,RAIL GAP=1",MODULE GAP= • VIOLA 3 MODULES-RAIL LENGTH 10'-3" 4",MODULE NOT TO EXTEND MORE THAN 24"FROM NEAREST SUPPORT. 5. ALL ROOFANCHORS TO BE FASTENED TO EXISTING STRUCTURAL MEMBERS, ASSOCIATES. - PER MANUFACTURERS INSTRUCTIONS. 6. . RAIL SHALL HAVE SUPPORT POINTS AT EACH PURLIN. - 53.6kW PV SYSTEM ^ 4 MODULES`RAIL LENGTH 13'-10;. * ti - ' . - - " 110 ROSARY LANE HYANNIS,MA,02601 ` ISSUE DATE: • 01/10/2017 REV: DATE: BY: r. 0 01/10/17 SJS BMM BOLT n - SOLAR MODULE , - TOP DOWN CLAMP - ENGINEER:= 4I r - ALUM."VS"RAIL BY RENUSOL M8 HARDWARE(TYP) - ALUM.L-FOOT BY RENUSOL SS VERSABRACKET 47 314"HARDWARE(TYP) 1_11METAL ROOF PANEL - 114"a2"SELF TAPPING SCREWS 13) ' EXISTING WOOD 2X6 ROOF SUPPORT - -DRAWN BY. CHK.:=APV.: SS JM GC. STAMP: CORRUGATED ROOF RACKING DETAIL SHEET TITLE: .� RACKING DETAILS ~ SHEET NUMBER:— . ` S2 1 r----------------------------------------------------------- (1).SOURCE 00 CIRCUITS VOLTAGE AND FREQUENCY TRIP LINES AND TIMES THE DEFAULT TRIPS LIMITS AND TIMES MEET UL 1741 ANTI-ISLANDING REQUIREMENTS. VOLTAGE TRIP LIMIT FIELD.ADJUSTMENT RANGE AS.A PERCENTAGE OF NOMINAL:88% ' TO 110% (THE ACCURACY LIMIT OF TIME MEASUREMENT IS: 5OMS) 1712 MAIN ST.KANSAS CITY,MO 6410E 'SEE TABLE FOR STRING SIZES PER INVERTER VAC CONFIGURATIONS Steve Certificate of Aothorny#2013042086 FIELD PROJECT INFORMATION: FIELD FIELD SETTING ADJUSTABLE CONDITIONS FACTORY ADJUSTABLE TRIP TIME TRIP TIME I j SETTING(VAC) RANGE(VAC) (SECONDS) RANGE VIOLA (SECOND) O VOLTAGE PHASE 264,0 y 211.2TO264.0 1.0 0.000 TO 999,999 ASSOCIATES HIGH- UTILITY VOLTAGE PHASE 53.6kw 213.2 211.z ro z64.o 2.0 0. 0 TO 999.999 EXISTING UTILITY LOW PV SYSTEM METER#:1933647 VOLTAGE PHASE 264.0- 211.2 TO 264.0 0.16 0.000 TO 999,999 I F FAST HIGH VOILTAGE(2)M'%,, A I FAST LOWPHASE 110 ROSARY LANE O ® 120.0• '221.2 TO 264.0 0.16 0.000 TO 999.999 FREQUENCY TRIP LIMITS AND.TIMES HYANNIS,MA,02601 DAISY CHAIN TO EACH COMBINER . - - DC _ DC V DC - FIELD SETTING FIELD ISSUE DATE: FACTORY FIELD STANDARD TRIP J T L C C c CONDITIONS (Hz) ADJUSTABLE TIME ADJUSTABLE TR P TIME E SETTINGRANGE(Hz) RANGE 0�2 17 AD AC AC AD (SECONDS) (SECOND) 0 LOVVFREQUENCY 59.3 , 57.0 TO 63.0 0.2 0.000 TO 999.999 REV: DATE: BY: LINE FREQUENCY 0 01/10/17 SJS LOW 60.51'' 57.0 TO 63.0 0.2 0,000 TO 999.999 REQUIRED BY EVERSOURCE:THE INVERTER UNDERFREQUENCY SETTING ARE ---__ ROOF ____ ® EO` REQUIRED TO BE SET AT 57Hz AT 0:16 SECONDS AND 58hZ AT 32 SECONDS. GROUND LEVEL INVERTER'- INVERTER OCPD ENGINEER:- Iz O _ INVERTER# SIZE(kW) AMPERAGE RATING w o IoL Imo.w 1-5 7.6 32 --40 O O m Im? - INVERTER AMPERAGE TOTAL 160 - (10) MODULE STRINGING PER INVERTER 40A 40A 40A 40A 40A 20A 200A (8) _(9) I MPPT#1 MPPT#2 MODULE O I INVERTER# STRINGS STRINGS CITY PER 200A O INVERTER' 1-5 2 OF 8 2 OF 8 32 - O3 .OD I MODULE TOTAL. 160 INDIVIDUAL INVERTER SPECIFICATIONS - - - TYPE: SOLECTRIA PVI 76COTL POWER: 7.6KWaC,, rDRAWN BY: CHK.:=APV.: RATED PO L ' - OPERATING AC VOLTAGE: 24OVac SS ,. jM GC MAX.CURRENT: 32A STAMP: ONE LINE DIAGRAM = OUTPUT FREQUENCY 60 Hz Scale: NTS LINE DIAGRAM NOTES KEY ET 335VV SOLAR MODULES INCLUDES#12 AWG OUTDOR TED QUICK CONNECTS TABLE 1:PHOTOVOLTAIC SYSTEM EQUIPMENT SCHEDULE O W H672 MULTI CONTACT CONNECTORS FOR MODU E IIN ERCONNECTION.DO NOT REMOVE TABLE 2:CONDUITAND WIRING SCHEDULE ID DESCRIPTION, _ OTY SHE CONNECTORS,OTHERWISE THE MODULE WARRANTY AND THE UL LISTING MAY BE o 0 INVALIDATED , MAX #OF (A) ET-M672335WWIWB(335W)IOOOV,UNGROUNDED 160 }r}. r Z, I1 AMPERAGE WIRES WIRE PV IZE #6THW52E corvcuirsrzE (B) PASS THROUGH DISCONNECTS WITH 15A,600V FUSE.2 FUSES PER SOURCE CIRCUIT(POSITIVE/NEGATIVE) 5 0 (5)SOLECTRIA.PVI.76GOTL INVERTER.LL1741:LISED WITH INTEGRAL ANTI-ISLANDING 1 13J3 - #10PV WIRE #GTHwN-z - - SOLECTRIA PROTECTION FEATURES,UL1741 LISTING INCLUDES COMPLIANCE WITH IEEE519 FOR POWER Q' - 3 40.OD 13 ##a THWN z PV E #6THWN-2 212 (C) 1-PHASE,3-WIRE,I 240 VAC,N MA 3RRACTIVE DC-TO-AC INVERTER WITH INTEGRATED DISCONNECTS: 5 QUALITY,IEEE929 FOR INTERCONNECTION SAFETYAND THE NATIONAL ELECTRICAL CODE. e� a 40.00 3 #8THWN-2 #6THWN-2 10 TIED TO EXISTING FACILITY GROUND.INVERTER HAS INTERNAL DC DISCONNECTING MEANS. /4� (D) SOLAR COMBINING PANEL:225A,240V,1PHASE,3W,NEMA 3R 1 INVERTER IS U.L.LISTED AS A UNIT.UNIT IS EQUIPPED WITH UL1741 APPROVED GROUND �:, G) _5 40.00 3 SIB THWN-2 #6 THWN•2 1" POWER SUPPLY FOR DC RAPID SHUTDOWN(690.12) FAULT DETECTION DEVICE THAT MEETS NEC.250.122 AND DC ARC FAULT DETECTION - 6 40.00 3 #8i}IWN-2 rwrHwN-z r' (E) , .� 1 COMPLIANT WITH UL 16998 - 7 40.00 3 #a THWN-2 #6 THWN-2 1" 8 160.OD 3 I/OTHwrv-2 N6THWN-2 2 V2^ (F) PV SYSTEM REVENUE METER 1 a 16o.o0 3 a/oTHwN-2 #6THWN-2 21/r' O 200A,600VAC,SINGLE PHASE,NEMA 3 RATED MILO SUB PANEL TO PLACE(5)INVERTERS IN ..{ SHEET TITLE: 1 1 160.00 3 4/OTHWN-2 46THWN-2 1 21/2" (G) UTILITY ACCESSIBLE PV SYSTEM FUSED DISCONNECT:200A,240V,1P,3W,NEMA 3R WITH 2O0A FUSES 1 PARALLEL.(1)SUB PANEL TOTAL.SUB PANEL MOUNTED ON BUILDING EXTERIOR. NOTES ® DC POWER SUPPLY FOR CONTACTOR DISCONNECTS.PROVIDES 24V OC FOR RAPID (1)ALL SOURCE CICUIT CONDUCTORS SHALL BE I000V RATED PV-WIRE SHUTDOWN OF DISCONNECTS.240W OUTPUT @ 24V.WIRE#16 AWG TO NEAREST E LEC TRI CAL, SUITABLE FOR USE WITH TRANSFOR1,ERLESS INVERTERS.NO REMOTE DISCONNECT AND DAISY CHAIN TO REMAINING DISCONNECTS,UTILIZE 112" LINE DIAGRAM EXCEPTIONS - CONDUIT.'' _j - (2)ALL CONDUCTORS ARE COPPER 90°C RATED BALL CONDUIT TO BE EMT,UNLESS OTHERWISE NOTED OR SPECIFIED QS PV SYSTEM REVEWE METER AND METER SOCKET,LOCATED ON EXTERIOR WALL. YLocntAxl ?:xT ' SHEET NUMBER=_ (5)ALL EQUIPTERMINALS LABELLED PER NEC MREQUIREMENTS5-C O PV UTILITY LOCKABLE SYSTEM FUSED DISCONNECT:SINGLE PHASE 20DA/240VAC; (5)ALL TERMINALS RATED FOR M[MMUM 75'C ) �4 i - O POCF MADE BY TAPPING EXISTING FEEDER WITH DUAL LUGS AT THE MAIN BREAKERON 225A ©2015 Bri hte 1 PANEL '" - - g rgy,LLD.The contents of these documents are T /� - '�^, proprietary and property of Brightergy,LLD.No use,other then for - lr�'1J/G) O EXISTING UTILITY METER F evaluation of entering Into a business relationship,is permitted.No T. _ _ copying,duplication,or distribution Of this content is permitted without the express written consent of Brightergy,LLC WIRING NOTES: - OROOF SURFACE: ' 1. EXPOSED WIRING SHALL BE SUNLIGHT RESISTANT jQj���'yy �y+® AND SECURED FIRMLY IN A CLEAN AND O o OV rig tergy WORKMANLIKE MANOR. 2. CONDUIT SHALL BE SUPPORTED EVERY 10'O.C., MINIMUM OF 3-12"ABOVE ROOF SURFACE,AND ROUTED ALONG WALLS AND PARAPETS TO - MINIMIZE SUN EXPOSURE AND TRIP HAZARDS. - 3. PV SYSTEM SOURCE CIRCUIT CONDUCTORS SHALL - 1712 MAIN ST.KANSAS CITY,NO 64108 NOT EXOEED'10'FROM ARRAY State Certlflmte of Authority#2013042086 - - - - - , DISCONNECTING MEANS,PER NEC 690.12(TYP) - .PROJECT INFORMATION:. VIOLA ROOF OBSTRUCTION ASsoCIATES 53.6kW (TYP.) PV SYSTEM 110 ROSARY LANE HYANNIS,MA,02601 ISSUE DATE:— 22" CONDUIT 01/10/2017 REV: DATE: BY: 0 ' 01/10/.17 SJS ENGINEER: DRAWN BY: CHK.:=APV.: SS JM GC STAMP: I. ::::::::��REMOTE DC POCC DISCONNECT (TYP.) VERTICAL CONDUIT LOCATION OF:7 _ UTILITY METER (5) SOL;ECTRIA' INVERTERS & SOLAR COMBI'NING PANEL PV SYSTEM DISCONNECT SHEET TITLE: AND REVENUE METER ELECTRICAL LAYOUT SHEET NUMBER:- LECTRICAL LAYOUT N SCALE: 3/32"= 1'-0" El GENERAL SYSTEM NOTES: — 1. TOTAL SOLAR ARRAY CONSISTS OF(160) 335W SOLAR PANELS,CONNECTED IN SERIES. O0O OSEE PLAN FOR SPECIFIC ARRAY SIZES. C obrig�hteOBO% 2. ARRAYS HAVE BEEN PLACED TO MINIMIZE OR ELIMINATE SHADING IMPACT FROM • ADJACENT STRUCTURES AND/OR s - OBSTRUCTIONS. 3. ALL ARRAY LAYOUTS ADHERE TO 2012 IFC 1712 MAIN ST.KANSAS CITY,MO 64108 REGARDING SETBACKS AND PATHWAYS. State Ourtifloate of Authority#2013042986 • -* • 5 PROJECT INFORMATION: 4. MINIMUM 5 FOOT CLEARANCE PROVIDED FOR ALL ROOF TOP HVAC UNITS AND VIOLA SERVICEABLE EQUIPMENT AND MINIMUM 3 FOOT CLEARANCE FOR ALL STANDPIPES AND ASSOCIATES EXHAUST FANS. MINIMUM 6 FOOT SETBACK TO ROOF EDGE. 53.6kWV -, � , . • , �. ROOF OBSTRUCTION SYSTEM Pv M . ' (TYP.) 110 ROSARY LANE HYANNIS,MA,02601 ISSUE DATE: 01/10/2017 REV: DATE: 8Y: 0 01/10/17 SJS c ENGINEER:= f , - c c - - i i I RAWN Ll] 8Y: —CHK.:=APV.' SS JM GC � 6 _ AMP: 4 ,. REMOTEI:DC POCC DISCONNECT (TYP) VERTICAL CONDUIT LOCATION OF UTILITY METER (5) SOLECTRIA INVERTERS &. SOLAR COMBINING PANEL, HEEf TITLE_— PV SYSTEM DISCONNECT SITE AND REVENUE METER PLAN • , HEEL NUMBER �1 ROOF'PLA3132..=N • -SCAT L SI SOLAR ELECTRIC SYSTEM FOR VIOLA ASSOCIATES aaobrig' htergy ABBREVIATIONS SYMBOLS LEGEND SYSTEM NOTES GENERAL NOTES 17,2MAINST.KA"SAS CITY,MD64,08 • State Certificate of Authority#2013042086 PROJECT.INFORMATION: A AMPERE �� ELECTRICAL E REAKER 1. SOLAR ARRAY CONSISTS OF 335W MODULES, 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED LICENSED ELECTRICIAN AND/OR APPRENTICES WORKING UNDER THE DIRECT AC ALTERNATING CURRENT CONNECTED IN SERIES. SUPERVISION OF THE LICENSED CONTRACTOR. VIOLA AFCI ARC-FAULT CIRCUIT INTERRUPTER ELECTRICAL DISCONNECT SWITCH , 2. ARRAYS HAVE BEEN PLACED TO MINIMIZE OR 2. ALL WORK CARRIED OUT SHALL COMPLY WITH THE SPECIFICATIONS,APPLICABLE MUNICIPAL AND UTILITY,COMPANY SPECIFICATIONS AND LOCAL �p AHJ AUTHORITY HAVING JURISDICTION o� 2-POLE BREAKER OR SWITCH ELIMINATE SHADING IMPACT FROM ADJACENT JURISDICTIONAL CODES_,ORDINANCES,AND APPLICABLE REGULATIONS.. ASSOCIATES AIC AMERAGE INTERRUPTION CAPACITY o STRUCTURES AND/OR OBSTRUCTIONS. ATS AUTOMATIC TRANSFER SWITCH 3. PRIOR TO COMMENCEMENT OF ANY WORK,THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF AN DISCREPANCIES NOTED AMONG SITE 53,6kW di-lbo 3. ALL ARRAY LAYOUTS ADHERE TO 20151FC CONDITIONS,MANUFACTURER RECOMMENDATIONS,OR AUTHORITY HAVING JURISDICTION. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AWG AMERICAN WIRE GAUGE 0 3-POLL E BREAKER OR SWITCH LOCAL AHJ REQUIREMENTS FOR SETBACKS AND AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD A WRITTEN"RFI"(REQUEST FOR PV SYSTEM CB_# COMBINER BOX o PATHWAYS. INFORMATION) PROPOSING AN ALTERNATIVE OR SEEKING CLARIFICATION. OAS DATA AQUISITION SYSTEM ELECTRICAL FUSE 4. MINIMUM 3 FOOT CLEARANCE PROVIDED FOR 4. THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS DC DIRECT CURRENT \ ALL ROOF TOP HVAC UNITS AND SERVICEABLE ON THE PREMISES_AT ALL TIMES: DWG DRAWING ELECTRICAL FUSED DISCONNECT SWITCH EQUIPMENT..MINIMUM 4 FOOT SETBACK TO - _ 110 ROSARY LANE ROOF EDGE. 5. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,ACCESSORIES,AND LABOR NECESSARY TO HYANNIS,MA,02601 EC ELECTRICAL CONDUCTOR COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. EMT ELECTRICAL METALLIC TUBE ❑M METER ' - ' ISSUE DATE: 5. INVERTERS SHALL BE TRANSFORMERLESS .1 n GFCI GROUND FAULT CIRCUIT INTERRUPTER STRING INVERTERS,LOCATION PER PLAN. 6. ALL MATERIALS SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WINISHED AND INSTALLED SHALL BE IN STRICT TH ALL LAWS,ITH ALL APPLICABLE ORDINANCES,CAS,RUOLEE REGULATIOS,REGULATIONS,ND AND ORDINANCES. O I OIZO 1 7 GFP.. GROUND FAULT PROTECTION , " SYSTEM OR EQUIPMENT GROUND- - 6. SYSTEM SIZE (DC): 53.6kW ' ORDERS OF ANY,PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. - IND. GROUND - ;�� - - SYSTEM SIZE (AC): 38kW - - REV: DATE: BY: GEC GROUNDING ELECTRODE CONDUCTOR TILT ANGLE: 5°' 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS d --0 CONDUIT UP AZIMUTH:192° " SPECIFICALLY STATED OTHERWISE., 0 01/10/17 SJS IBC INTERNATIONAL BUILDING CODE - - - IFC INTERNATIONAL FIRE CODE -D CONDUIT DOWN ' a � a 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE KW KILOWATT ---5 CONTINUATION OF CONDUIT AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. MAX MAXIMUM 9. FALL ARREST PROTECTION PER OSHA[REQUIREMENTS SHALL BE PROVIDED FOR ALL ROOF WORK. MCB MAIN CIRCUIT BREAKER PHOTOVOLTAIC(PV)MODULE SITE INFORMATION _ MOP MAIN DISTRIBUTION PANEL 10. WHEN INSTALLING IN FIRE RATED AREAS,SEAL ALL PENETRATIONS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION.� - CONTRACTOR SHALL KEEP AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DEBRIS. MECH MECHANICAL _ - - t ENGINEER: LOCATION: 110 ROSARY LANE MIN MINIMUM DC/AC INVERTER HYANNIS,MA,02601 11. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.ALL DEBRIS AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND MLO MAIN LUG ONLY " DISPOSED OF IN A LAWFUL MANNER. MTS MANUAL TRANSFER SWITCH _ CLIENT CONTACT: BRIGHTERGY,LLC . - '• r .„ w POWER TRANSFORMER ° - 1712 MAIN ST. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES NOT PART OF THE SCOPE N NEUTRAL ^T^ KANSAS CITY,MO 64108 OF WORK AS IDENTIFIED IN THESE PLANS. NEC - NATIONAL ELECTRICAL CODE : '' - NTS NOT To SCALE PROPERTY 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. CONNECTED CONDUCTOR REPRESENTATIVE: ALLISON VIOLA OC ON CENTER I I 14. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER THEY ARE EXPOSED TO LIGHT,CONTRACTOR SHALL DISABLE THE ARRAY OCPD OVERCURRENT PROTECTION DEVICE ---- OC WIRING " r DURING INSTALLATION AND SERVICE BY SHORT CIRCUITING,OPEN CIRCUITING,OR COVERING ARRAY WITH AN OPAQUE COVER ACCORDING TO ' P ,POLE . - ' - PROJECT MANAGER: ELIAKLEIMAN - MANUFACTURER'S INSTRUCTION:" -" 816.866.0555 - PH PHASE `. 15. CONSTRUCTION LOADING ON THE ROOF,SUCH AS MATERIAL STAGED ON THE ROOF,SHALL BE LIMITED TO 20 PSF.CONCENTRATED LOADING POC POINT OF CONNECTION y -APPLICABLE CODES UTILITY COMPANY: EVERSOURCE SHALL BE AVOIDED TO PREVENT LOCALIZED DAMAGE TO THE ROOF. ACCOUNTNUMBER: 16145560047. PV PHOTOVOLTAIC - - - - - � DRAWN BY:- —CHK.:=APV.: , METER NUMBER: t93364Z RCWY RACEWAY NATIONAL ELECTRIC CODE(NEC),2014" - - " - - SS JM GC RECT' RECTIFIER INTERNATIONAL BUILDING CODE(IBC),2012` _ VICINITY MAP • SHEET INDEX STAMP: RMC RIGID METALLIC CONDUIT INTERNATIONAL FIRE CODE(IFC),2012' - - - - - - SC SOURCE CIRCUIT 'INCLUDES ALL LOCAL AND STATE AMENDMENTS - '+�* T1 TITLE SHEET TEMP TEMPERATURE - TYP TYPICAL ST1 SITE PLAN ... _ - - E1 ELECTRICAL LAYOUT UL - UNDERWRITERS LABORATORY _ _ � � �- - V VOLT OR VOLTAGE . �' ', E2 ELECTRICAL LINE DIAGRAM W WATT - - - • - ,. t ,� ` E3 NEC REQUIRED LABELS XFMR - TRANSFORMER , E4 ELECTRICAL DETAILS. S1 ROOF ARRAY RACKING LAYOUT « S2 RACKING DETAILS APPROVALS ENGINEER OF RECORD �' z r q) THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE ELECTRICAL: MARK FELGATE^. -CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL DOCUMENTS ARE SUBJECT TO SHEET TITLE:f"E'� v - - REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE MODIFICATIONS. STRUCTURAL: -- ' SITE LOCATION CIVIL: TITLE BRIGHTERGY: DATE: SHEET SHEET NUMBER: CONTRACTOR/ LEAD INSTALLER: DATE: ? 1 N 1 (?Pretn[pf Banc Cco INVERTERS(5),AC DISCONNECTS(1),MAIN PANELBOARD(1),SOLAR - - COMBINING PANEL(1),&JUNCTION BOXES SHALL REQUIRE THE "*SAMPLE LAYOUT FOR REFERENCE ONLY" FOLLOWING LABEL(9) PHOTOVOLTAIC SYSTEM AC DISCONNECTS SHALL REQUIRE THE UTILITY METER - 00 �r�i �l� t��g✓}J PHOTOVOLTAIC SYSTEM AC DISCONNECT O FOLLOWING LABELING 690.14(C)(2)&690.54(1 REQUIRED) - ® AUTHORIZED PERSONNEL O OOFTOP JUNCTION BOX DO>D 5 O ONLY O OPERATING AC VOLTAGE:240Vac,1-PHASE s .MAXIMUM OPERATING CURRENT:160Aac ® fi 1712 MAIN ST.KANSAS CITY,MO 64108 - - State Certlficete of Authority#2013042086 PV OUTPUT CIRCUIT SHALL BE LABELED ON 5-POLE COMBINER! PROJECT INFORMATION: - THE NVERTERS DC DISCONNECT WITH THE FOLLOWING INFORMATION -. y - -THE UTILITY INTERACTIVE INVERTER(S)SHALL BE LABELED PER.NECARTICLE 690,53&690A(B)WITH THE FOLLOWING PER NEC ARTICLE 590.5(C){5 REQUIRED) (3 REQUIRED,1 PER INVERTER) - DC CONDUIT •T/ T A INVERTER#1 ,r VIOLA 1 WARNING O MPPT#1 O - ASSOCIATES ELECTRIC SHOCK HAZARD . GRID TIED PHOTOVOLTAIC POWER SOURCE - POINT OF INTERCONNECTION MDP - IF A GROUND FAULT IS INDICATED, - NORMALLY GROUNDED CONDUCTORS MAY 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc O - S3.6kW BE UNGROUNDED AND ENERGIZED 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc .PV SYSTEM 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc - - INVERTERS AC COMBINING PANEL THE DC COMBINERS I DC DISCONNECTS&AC DISCONNECTS MPPT#2 I ' SHALL BE LABELED WITH THE FOLLOWING PER NEC ARTICLE GRID TIED PHOTOVOLTAIC POWER SOURCE - 690.14(C)(2)&690.17(7 REQUIRED) 110 ROSARY LANE 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc ' - - � - ' WARNING! O 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc HYANNIS,MA,02601 ELECTRIC SHOCK HAZARD 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc DO NOT TOUCH TERMINALS O 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc - ISSUE DATE: - TERMINALS ON BOTH THE LINE AND LOAD - WIRE TRAY,J-BOX SIDES MAY BE ENERGIZED IN THE:OPEN INVERTER#2 ® . 01/10/201 7 POSITION 10 PULL BOXES,ECT MPPT#1 .. GRID TIED PHOTOVOLTAIC POWER.SOURCE - - REV: _ DATE: BY: - THEPVDASSHALLBELABELEDWITHTHE. _ FOLLOWING INFORMATION PER.NEC ARTICLE 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc 0 01/10/17 SJS 690.4(D)(1 REQUIRED) 2).MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc - - - 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc PHOTOVOLTAIC SYSTEM DATA .4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.70Adc MAIN PV DISCONNECT ACQUISITION SYSTEM _ AUTHORIZED PERSONNEL.ONLY MPPT#2 ` GRID TIED PHOTOVOLTAIC POWER SOURCE - - - 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc - 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc UTILITY BILLING METER,POINT OF INTERCONNECTION(&MDR IF AC COMBINING PANEL SHALL REQUIRE THE 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 4I6.TVdc SEPARATE),AC COMBINING PANEL,&MAIN PV DISCONNECT SHALL UTILITY BILLING METER&POINT OF INTERCONNECTION(&MDP,IF ENGINEER: FOLLOWING LABELING - 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc RECEIVE A PERMANENT LABEL,DENOTING ALL ELECTRICAL POWER - SEPARATE),SHALL RECEIVE A PERMANENT LABEL,DENOTING ALL (i REQUIRED PER BRANCH CIRCUIT) - SOURCES PER NEC ARTICLE 705.12(D)(4)&705.10 ELECTRICAL POWER SOURCES PER NEC ARTICLE 705.12(D)(4)&705.10 - (5REQUIRED) (3 REQUIRED)•- SOLAR FED BREAKER INVERTER#3 - - , - INVERTER#1 OZ MPPT#1 O EQUIPMENT FED BY TWO SOURCES: OO EQUIPMENT FED BY TWO SOURCES:UTILITY AND PHOTOVOLTAIC SYSTEM, 3 WITH PV PANELS ON ROOF AND GRID TIED PHOTOVOLTAIC POWER SOURCE UTILITY AND PHOTOVOLTAIC SYSTEM, ® WITH MAIN PV DISCONNECT LOCATED ON 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc O EXTERIOR WEST WALL SOLAR FED BREAKER - 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc INVERTERS LOCATED ROOF - INVERTER#2 .O 3).MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - - - -4)SHORT.CIRCUIT CURRENT(ADJUSTED): 19.10Adc - ,; - - UTILITY ACCESSIBLE DISCONNECT SHALL RECEIVE A PERMANENT MPPT#2 - ENGRAVED PLAQUE,318"MIN,LETTERING,PER UTILITY REQUIREMENTS - SOLARFED BREAKER.. GRIDTIEL1 PHOTOVOLTAIC POWER.SOURCE .(1 REQUIRED) _ - • ' .INVERTER#3 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc ' - - m. 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc PV SYSTEM DISCONNECT 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - FOR UTILITY OPERATION O .DRAWN BY: =CHK.:APV.: SOLAR FED BREAKER O 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc- ` . I , INVERTER#4 - A SITE DIRECTORY PLAQUE SHALL BE LOCATED BI-DIRECTIONAL UTILITY BILLING METER PE NEC ARTICLE 705.10 ON OR BESIDE THE C SS im GC INVERTER#4 _ - R - MPPT#1 O - - (1 REQUIRED) - ® -STAMP:- SOLAR FED BREAKER O GRID TIED PHOTOVOLTAIC POWER SOURCE MARKING:2012 INTERNATIONAL FIRE CODE(IFC)605.11.1 - CAUTION:POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE INVERTER#5 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc - FOLLOWING SOURCES WITH A DISCONNECT LOCATED AS SHOWN 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc -THE FOLLOWING LABEL IS REQUIRED ON ALL INTERIOR AND EXTERIOR DIRECT CURRENT(DC) 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - WHEN PANELBOARD IS RATED FOR LESS THAN THE SUM OF THE AMPERE 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc CONDUIT,ENCLOSURES,RACEWAYS AND CABLE ASSEMBLIES EVERY IO FEET,WITHIN OFTURNS. - RATINGSOFALL OCPYS SUPPLYING IT,PV INTERCONNECT BREAKER OR BENDS AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, SHALL BE LABELED AS FOLLOWS,PER NEC 705.12(D)6 WALLS OR BARRIERS. (1 REQUIRED) - MPPT- #2 - GRID TIED PHOTOVOLTAIC POWER SOURCE -LABELS ALSO REQUIRED ON ALL DIRECT CURRENT D COMBINER E - - SOLAR ARRAY Q T C JUNCTION BOXES CO BI R BOXES,AND WARNING - ( ) O 1)MAXIMUM POWER POINT CURRENT: 18.66Adc DISCONNECTS. - - 2 MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc INVERTER OUTPUT CONNECTION ) DO NOT RELOCATE THIS 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc - a)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc AN ADDITIONAL LABEL SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT IN A OVERCURRENT DEVICE LOCATION CLEARLY VISIBLE FROM THE LOCATION WHERE THE DISCONNECT IS OPERATED. PHOTOVOLTAIC SYSTEM INTERCONNECTION _ - INVERTER#5 .O PANELBOARD SHALL REQUIRE THE MPPT#1 MATERIAL SHALL BE REFLECTIVE,WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. FOLLOWING LABEL(1 REQUIRED) GRID TIED PHOTOVOLTAIC POWER_ SOURCE' LETTERS SHALL BE CAPITALIZED WITH A MIN.HEIGHT OF 318"(9.SMM)WHITE ON RED BACKGROUND. SHEET TITLE:-� 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc 6 SOLAR FED BREAKER 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc C O 3)MAXIMUMSYSTEMVOLTAGE(ADJUSTED): 426.7Vdc WARNING: O UTILITY METER pv5vsreM NEC REQUIRED 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc PHOTOVOLTAIC POWER SOURCEPOWER SOURCE O' DISCONNECT PHOTOVOLTAIC SYSTEM INTERCONNECTION TO OWING 8 SOLAR MPPT#2 ® - LABELS COMBINING PANEL SHALL REQUIRE THE FOLLOWING LABELING 690.54(1 REQUIRED) GRID TIED PHOTOVOLTAIC POWER SOURCE _ 1)MAXIMUM POWER-POINT CURRENT: 18.66Adc SHEET NUMBER: PHOTOVOLTAIC INTERACTIVE SYSTEM O 2)MAXIMUM POWER-POINT VOLTAGE: 303.52Vdc POINT OF INTERCONNECTION 3)MAXIMUM SYSTEM VOLTAGE(ADJUSTED): 426.7Vdc OPERATING AC VOLTAGE:240Vac,1-PHASE 4)SHORT CIRCUIT CURRENT(ADJUSTED): 19.10Adc - Fj 3 _ RATED AC OUTPUT CURRENT:160.0Aac ! . #10 PV-WIRE POSITIVE SOURCE CIRCUIT HOME RUN CABLE BACK OF MODULE POTTED BLOCK c ao Dbrightergy 1712 MAIN ST.KANSAS CITY,MO 64108 State Ceftlfl-W of Authority#2013042086 LOCKING-TYPE CONNECTORS 4 PROJECT INFORMATION: #10 PV-WIRE NEGATIVE SOURCE CIRCUIT PV STRING WIRING DETAIL HOMERUNCABLE VIOLA 1 ASSOCIATES NTS 53.6kW PV SYSTEM #10 PV-WIRE NEGATIVE SOURCE CIRCUIT HOME RUN CABLE LOCKING-TYPE CONNECTORS #10 PV-WIRES POSITIVE SOURCE CIRCUIT BACK OF MODULE POTTED BLOCK _ HOME RUN CABLE 110 ROSARY LANEHYANNIS,MA,02601 ' ISSUE DATE: 01/10/2017 REV: DATE: BY: A. 0 01/10/17 SJS y ENGINEER: PV STRING WIRING DETAIL 2 NTS MOUNTINGT t STRUT OR SIMILAR NEGATIVE DC OUT POSITIVE.DC OUTPUT F -DRAWN BY: =CHK.:=APV.: _ z L SS JM GC STAMP: N FUSE - FUSE _ CABLE CLIP(TYPJ 5" ELEVATION VIEW ELEVATION VIEW _ _ + + MOUNTING STRUT' ' OR SIMILAR to NEGATIVE DC INPUT FROM L EQUIPMENT POSITIVE DC INPUT FROM SHEET TITLE:-- - PV SOURCE CIRCUITS GROUNDING PV SOURCE CIRCUITS TERMINAL PV MODULE CABLE IS TO BE COILED PLAN VIEW AND SECURED TO MODULE FRAME RECYCLED RUBBER BLOCK OR 1)THE COMBINER BOX SHOWN IS FOR USE ON TRANSFORMERLESS(TL)INVERTERS WHICH REQUIRE WITH WIRE CLIPS AS SHOWN ELECTRICAL SIMILAR SUPPORT DEVICE FUSES ON POSITIVE(+)AND NEGATIVE(-)SOURCE CIRCUIT INPUTS. NOTE:PROVIDE QUANTITY AS REQUIRED -2)NUMBER OF FUSES SHOWN IS FOR REFERENCE ONLY. REFER TO ELECTRICAL LINE DIAGRAM FOR _ DETAILS TO SUPPORT EXTERNAL CONDUIT QUANTITY OF SOURCE CIRCUIT AND FUSES REQUIRED, • 3)REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. SHEET NUMBER: 3 CONDUIT SUPPORT DETAIL' 4 DC COMBINER BOX DETAIL a ,PV WIRE MANAGEMENT DETAIL NTS NTS NTS E4 10,_3„_—_ 10'_3" I AAObr���terc�y ' 1712 MAIN ST.KANSAS CITY,MO 64108 " State CertlOcale of Authority#2013042086 ^ PROJECT INFORMATION: - , VIOLA ASSOCIATES 53.6kW PV SYSTEM i • 110 ROSARY LANE HYANNISNA,02601 ISSUE DATE:_— • ' . 01/10/2017 REV: DATE: BY: +, �d 10'_3" 15'-5'% 0 01/10/17 SJS — ENGINEER: —DRAWN BY: —CHK.:=APV.: IL SS JM GC STAMP: _ x 4'-2" 3' F� 13'S" 10'-3" 5'-30 5 '-1" 5'-5 3'_g" ,, 10'_3 4'-3" SHEET TITLE: 13'_8" " 3' 10' 11'-411 11'-401 o- ROOF ARRAY RACKING ` LAYOUT' SHEET NUMBER:= ��RRAY RACKING LAYOUT ROOF ANCHOR LAYOUT SCALE: 3/16"= 1'-0" SCALE: 3/16"= 1'-0" si , ®oobrightergy - _ - NOTES:• - , ' .,. 1. RAILS MUST EXTEND 1.5"MINIMUM BEYOND END MODULES. 2. END MODULES MUST NOT EXTEND MORE THAN 24"FROM END ROOF - - 1712 MAIN ST.KANSAS CITY,MO 64108 ANCHORS. State Certlrlmte of Authority 42013042086 1 3. ROOF ANCHORS MUST BE PLACED ON ONE SIDE OF EVERY SPLICE,ON , PROJECT INFORMATION: NEAREST STRUCTURAL SUPPORT. - m 4. EXPANSION GAP REQUIRED WHERE INDICATED,RAIL GAP=1",MODULE GAP= VIOLA 3 MODULES-RAIL LENGTH 10'-3" 4,MODULE NOT TO EXTEND MORE THAN 24"FROM NEAREST SUPPORT. +5. ALL ROOF ANCHORS TO BE FASTENED TO EXISTING STRUCTURAL MEMBERS, ASSOCIATES PER MANUFACTURERS INSTRUCTIONS. - • - 6. RAIL SHALL HAVE SUPPORT POINTS AT EACH PURLIN. 53.6kW. F PV SYSTEM 4 MODULES-RAIL LENGTH IT-10" :• + 110 ROSARY LANE HYANNIS,MA,02601 ISSUE DATE:— 01/10/2017 REV: DATE: BY: t 0 01/10/17 SJS 8MM BOLT - - SOLAR MODULE 70P DOWN CLAMP - - ENGINEER: ALUM."VS"RAIL BY RENUSOL - r • - ALUM.L-FOOT BY RENUSOL - M8 HARDWARE(TYP)� S-5 VERSABRACKET 47 , f 3/4°HARDWARE(TYP) METAL ROOF PANEL ' -t. • - 114"xZ'SELF TAPPING SCREWS • - - - EXISNNG WOOD 2X6 ROOF SUPPORT - - r DRAWN BY: =CHK.:=APV.: e SS JM GC • 1 t STAMP: ^ CORRUGATED ROOF RACKING DETAIL SHEET TITLE:-- RACKING DETAILS SHEET NUMBER: S2 .� J �� �� `,� t