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5 OSBORNE HILL DR - BUILDING INSPECTION ��j — I �'I -• I `� � �� CK �C71 (a �2l �j cro � The Commonwealth of Massachusetts �� Board of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 CMR SALEM Revised Mar 70!/ Building Permit Application To Construct, Repair,Renovate Or Demolish a One- or Two-Family Dwelling This Section For Official Use Only �- Building Permit Number: Date lied: � �� / � � <'�' Building Official(Print Name) ��nature Date � SECTION 1: SITE INFORMATION ' 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers - 5 Osborne Hill Drive 09 � 0300 . �' Ma Number Parcel Number `� 1.1 a Is this an accepted street?yes x no P `, 1.3 Zoning Information: � 1.4 Proper[y Dimensions: R residence-no change ^� Zoning District Proposed Use Lot Area(sq R) Frontage(R) N 1 1.5 Building Setbacks(ft) n/a �� Front Yard Side Yards Rear Yard . Required Provided Requircd Provided Required Provided , 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Privatc❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check if yesO SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner�of Record: Derek&Melanie Poole Salem, MA 01970 Name(Print) City,State,ZIP 5 Osborne Hill Drive g7g_97g_5664 mel.poolet@gmail.com _ No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New ConsWction❑ Exis[ing Building❑ Owner-Occupied ❑ Repairs(s) ❑ AI[era[ion(s) ❑ Addition ❑ Demoli[ion ❑ Accessory Bldg. ❑ Number of Uni[s Other 19 Specify: solar Brief Description of Proposed Work2: Installation of a 6.6kW roof mounted solar array using 24 SolarWorld SW275 Mono modules, 24 Enphase M250-60-2LL-S22 micro inverters,and all associated electrical work. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Oftieial Use Only Labor and Materials 1.Building $ 6.000 1. Building Permit Fee: $ Indicate how fee is determined: ❑S[andard City/Town Application Fee 2.ElecVical $ 24,000 � ❑Total Project Cost�(Item 6)x mul[iplier x . 3.Plumbing $ 2. Other Fees: $ - . 4. Mechauical (HVAC) $ List 5. Mechanical (Fire $ Su ression Total All Fees:$ � Check No. Check Amount: Cash Amount 6.Total P�oject Cost: $ 30,000 ❑paid in Full ❑Outstanding Balance Due: mr�� zl�� ►/, � _; �: . � � , ` RG S ( E NWeE RG,Y tNSPECTIOWEAL Sp RVICES / t i 201U DEC I 0 A �t� I 1 � December 2, 2014 City of Salem _ Building Department 120 Washington St,3*d Floor Salem,MA 01970 Hello, I have enclosed a building permit applicarion, applicable fee and supporting documents for a residential solar installation in your town. Please let me know if anything else is required to approve our permit. Once the permit is ready please use the enclosed self-addressed stamped envelope to us. Thank you and let me know if you need anythixig else, �M�owf Kim Hendel Operatlons Specialist RGS Energy � 32 Taugwonk Spur Road,Al2 - . Stonington CT 06375 Ph 560-535-3370 Fax 413-683-2225 � kimbed y.hendel@RGSenergy.com , 32 "faug�vonk Spur,Al2, S[oningCon,C'T 0G378 I [el. 860.535.33 i0 I fax 413.683.2225 I RGSL•ncrg�acom SECTION 5: CONSTROCTION SERVICES 5.1 Constructlon Supervisor License(CSL) 101487 11/7/16 � Gary Beals� � � - � - � �- �- — �- -�- - �-- �- -�-LicenseNumber - � --Expiration�Uate- -- - —� --- �— Name of CSL Holder ' List CSL Type(see below) 61 Turnpike Road No.and Street � Type Description � Ashby, MA 01431 U Unrestricted Buildin s u to 35,000 ca R. R Restricled 1&2 Famil Dwellin ityll'own tate,ZIP M Mason RC Roofin Coverin WS WindowandSidin SF Solid Fuel Buming Appliances 9 -855-8568 gary.beals@rgsenergy.com 1 Insulation Telc honc Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 162709 Alteris Renewables dba RGS Energy 4/6/15 HIC Registra[ion Number Expiration Date HIC Company Namc or HIC Registrant Namc 32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com No,and Strcet Email address Stonington, CT 06378 860-535-3370 Ci /Town State,ZIP Tcle hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensa[ion Insurance aftidavit must be completed and submitted with[his application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... L� No....:...... ❑ SECTION 7a:OVVNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Energy [o act on my behalf,in all matters relative to work authorized by[his building permit application. � see signed authorization form attached �a�gll�' Print Owner's Name(Electronic Signalure) Date SECTION 7b: OWNER� OR AUTHORIZED AGENT DECLARATION By entering my name below,l hereby a[test under the pains and penalties of perjury that all of the information con[am n this applica[ion is We and accurate to the bes[of my knowledge and unders[anding. �U�`�� ala-�i�F Print O er's or Authorized AgenPs Name(Electronic Signature) DatT e NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contracror (not regis[ered in[he Home Improvement Contrac[or(HIC)Program),will na[have access to�the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on[he HIC Program can be found at www.mass.eov/oca Informa[ion on the ConsWc[ion Supervisor License can be found at www.mass.eov/d� • 2. When substantial work is planned,provide the information below: To[al floor area(sq. ft.) (inc(uding garage,finished basemenUattics,decks or porch) Gross living area(sq. ft.) Habitable room count � Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths � Type of hea[ing sys[em Number of decks/porches Type of cooling sys[em Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project CosP' ' � �,�. . �r/ I� . � . ,� � � RGS 1 E�IERGY . � Clean Power.9right Savings. /'` , Property Owner Consent Form owner: �.a'�10E�. M �oe'��£ Address: S�OS4„oML u:�� .U�u�` Town: S4C,E� State: mf� Zip: C��`� �O . Phone: 9��- �9-SG6� I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. � ( o� DC.��e r � Propert wner Date 32'faugwonk Spur,A 12,Stonington,CT G637ft � �cl.R60.5359370 � fa�d I3.fi83.22?5 � HGtiEncrgv cnm - --� fs -Department of Public Safety ._ .,: � » - = i �} ing Regulations and Standards E g�� '��'�clf:kk�;�E`I'�`'�` LICEN�,E . �' O � �1�7-Od•2013��NONEaS �'R�{11�p�s2018 a 'I;. ` � ,�.��„��z� ,��.. OM NONE � y` : °�SF71L5 �� ,ya ,�� '�enFtrk '� �BiIURNPIKEqD �t� 'Y�- . . ASHBY,qq 01/71-t987 � ,iya�Y[.,.� snotta�wua.vas„n � r� .r�.-...., r _ _,�... ._..T �. � _ _. . _ ._ _ _ _ - �j � � � - � C�l e �o�r�i�r,00a�r,v�r�� d,�� C-��cr�rlr,�.'��cr�� •Office of Consumer Aftairs�nd Busmess Regulahon � 10 Park Plaza - Suite 5170 a Boston, Massac}ausetts 02116 A � Home Improvement�Contractor Registration � � k� ' r,; ,� _ Registration: 162709 Type: SupDlement Card i t�� y�»� �=' Expiratlon: 4/6/2015 ALTERIS RENEWABLES INC. + t ' J � TRAVIS GENATOSSIO � 4 � �� ":;. 26 MYLES STANDiSH DR ` � —��,�,; CARVER, M�'s 02�30 ��a �� .� � ? , � � ;> r . ti'�:� s-v?'� Update Address and return card.Mark reason for change. � { scni ., zom•ocni � � Address � Renewal � Employment � LostCard � � � ��n Y nuiurrs)FPMr��I�.i�(.'��PdJr/r�/lJP/IJ !i � �aO- IYlcc of ConNu�iur Af[airs&BuslncAc Regulnlipn License`or registration valid tor individul use only � - '�� ME IMPROVEMENT CONTRACTOR bcfore th�e expiration dete. If tound return to: . Omce oCConsumer Aftairs and Business Regulation egletrodon: 162705�: TYPe: 10 ParkPlaza-Suite Sfl0 • . Explration: q/��y015��- Supplement iard gaston,'N1A02116 . • ALTERISRENEWABLESINC�. �.��.� : • TRAVIS GENATOSSfO f � � 32 TAUGWONK SPUR A'12 � g�-✓—�6+-�'�- � , STONINGTON,ct 06378 Uodersecrc�ary Not valid without signature ,�coRO� CERTIFICATE OF LIABILITY INSURANCE DA7E(MMIUD/YYYY) �.i iii/zoi�s 12/30/2013 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-CONSTI7UTE.A.CONTRACI BETWEEN THE.ISSUING INSURER(S), AUTHORIZED __. _._ ._ _ __ ._ . _ REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. --- --- �- IMPORTANT: If the eertiFleate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditlons of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certlficale holder In lieu of sueh endorsement(s). � GRODUCER Lockton Companies,LLC Denver �AMEACT , 8110 E.Union Avenue PMONE Fnx Suite 700 E-MAIL ac wo: Denver C0 80237 - nooness: �303�M1 I4-GOOO . INSURER S AFFOROING COVERAGE NAIC p INSURERA:FILStS 0C18I InsuranceCo oration 34916 �Nsurteo p��eris Renewables,II1C. INSURER B: � � S S 1344665 dba Real Goods Solnr iNsureen c:James River Insurance m 12203 dba RGS Energy iNsuaen o:Starr Indemni &Liabili Com an 38318 32 Taugwonk Spuq Unit Al2 Stonington,CT 06378 �NSUREN E: INSURER F: COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE P,OLICY PERIOD INDICATED. NOTWITHSTANDING ANY RE�UIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAV 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. ��TR TYPEOFINSURANCE �D SUBR ppLICYNUMBER MMroDv� MM1VDD�I'/�YY� LIMITS A OENERALLIABIIRY N N IRG200052801 1/I/2014 I/1/2015 DAMAGETORENTED MMEHQAL OENER�.�4BILITV PREMISES(Ee oaurtence) 8 SO OOO CLAIM9-MADE LdJOCCUR MED EXP An one ereon a']{J{.�'�'X PERSONALBFDVINJURV $ ]�OOO�OOO GENERALAGGREGATE $ GEN'LAGGREGATELIMITAPPUESPER: PRODUCTS-COMP/OPAGG OO PO�ICY X jEa LOC $ g nuroMoeae�weiun N N BAP5852403 I/I/2014 1/1/2015 (Ee ecciaem) g � J( ANVAUTO BODILVINJURV(Perperson) $ �'�( } (�'X X ALLOWNED SCHEDULEO , BODILVINJURV Peraccitlent $ ]{$](]{]Q{}{ AUTOS AUTOS NON-0WNED PROPERTV DAMAGE X HIREDAUT0.5 X AUTOS $ XXXXXXX $ }�'�{X�'�(}(�{ C X UMBRELULIAB X OCCUR N N 000557241 1/U2014 1/1/2015 EnCHOCCURRENCE S IOOOOOOO � J[ EXCESSLIAB CIAIMS-MADE �00002O6OI . ' 1/I/2014 1/I/2015 qGGREGATE $ OED RETENTION$ $ � B WORKERSCOMPENSATON r,N N �yC5852405 I/I/2014 1/I/2015 X ORYLMTIT �ER AND EMPLOVERS'LIA9ILITY ANYPROVRIEfORIPARTNER/EXECUTNE ❑ N�A E.LEACHACCI�ENT $ I O O OFiICEWMEMBEREXCLUDEDI N 1 OOOOOO (ManEatarylnNH) , E.I.DISEASE-EAEMP�OYEE $ u y�,ae�ea u�aa. DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICV LIMIT $ O OESCRIP710N OF OPENATONS I LOCAilON51 VEHICLES (Attacl�ACORD 101,Atltlitlonal Remerka Sc�etlule,II more s0ace le repuireJ) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 72688213 AUIHORRED REPRESENTATrvE For Evidence Only Qr/G � C rvl ACORD ZS�ZO'I O/OS�' The ACOftD nama and logo are ra8�%�ereE marka of ACORO c 1 88-2070 ACORD CORP TION.All rights reserved � The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigatio�zs . 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeiblv Name (susiness/organizacionnndividuap: Alteris Renewables Inc. dba RGS Enerqy Address: 32 Tauqwonk Spur Unit A-12 City/State/Zip: Stonington CT 06378 Phone #: (860)535-3370 Are you an employer? Check the appropria[e box: Type of project(required): 1.0 I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New cons[ruction cmployees(full and/or part-time).* havc hired thc sub-contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet � �• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurancc 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doi�g all work right of cxemption per MGL 1 1.❑ Plumbing rcpairs or additions mysel£ [No workers' comp. c. 152, §1(4),and we have no ]Z,� Roof repairs , . insurance required.] t employecs. [No workers' �3.0 Other solar panels comp. insurancc requircd.] `Any applicant that chccks box#I must also fill ou[[hc section bclow showing thcir workcrs'compcnsation policy inPonnation. t Homcowncrs who subinit this affidavit indicating thcy arc doing all work and thcn hirc outsidc contractors must submit a new aftidavit indicating such. =Contractors that chcck this box must attachcd an additional shcet showing Ihc namc ofthc sub-contrnctors and thcir workcrs'co�np.policy infonnation. I am an employer that is providing workers'compensation insurance for my employees. Below is[he policy and job site information � � Insurancc Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 5 Osborne Hill Drive City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and ezpiration date). Failure to secwe coverage as required under Section 25A of MGL a 152 can lead to the imposition of criminal pcnalties�of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up ro$250.00 a day against thc violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins�rance eovcrage verification. - I do hereby certify , der the pains and pena[ties ofperjury that the infnrma[ion provided above is true and carrect. Sienature: C�;�d`M Date: I�lal�� Phone#: (860) 535-3370 Officia[use anly. Do no[write in this areq to be coinp[eted by city or town a�ciaL City or Town: Pcrmit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Elechical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: . APEX Engineering www.thestructurals.com �yj�-. 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 Avecc°j Telephone: 408.379.2068 • apex@ihestructurals.com �ra°0 P�, o Monday, December.01, 2014 / 5582-14 Poole 10236784 R.Ward MA RGS � � ' ROOF Photovoltaic DC Rating: 6.600 kW • � � Poole, Derek ��'`" 5 Osborne Hill Drive m'P��% za sd;m.ona vwsswn5mmoe�x Salem, Ma 01970 , ' �E�� ""°� Jurisdiction: City of Salem .,.�, — �E�S;qkFama,.DxW�g . 50SBORNE HILL ORNE To: Building Department, The aforementioned structure has been examined and it has been determined that the roof trusses can support the proposed 6.600 kW PV system. We have verified the structural integrity of the roof trusses and found that the installation will satisfy design loading requirements of governing codes: MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301:2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 100 mph, exposure C, ground snow load of 40 PSF and PV Panel of 3.33 psf. The PV attachment at 32" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, tN pF� Ground WEEB& �t�' �Qyc Module qamp � THOMAS J. yG Unirac Solamwunt 3 YATES ^' Rail wl L-(oot c�i CML � EwFasten � No.51039 �--� Green-Fasten With CPSI�Slotted ��STE �� Bradcet And Aluminum Flashing �A�� 5J16'x 3.5'S.S.Lag Bolt If@S: 2� � ��6pG� w/2_5'MinimumPenetration � Sealed w!Approved Sealani �X1�� %�f/77 /1'SJ}��"!ES . APEX Engineering www.thestructurals.com �j�- . 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 vec��' Telephone: 408.379.2068• apex@thestructurals.com Q�ce P�, a Monday, December 07, 2074 5582-14 Poole 10236784 R.Ward MA RGS � ��. . ROOF Photovoltaic �' DC Rating: 6.600 kW ' ,. .'`--� � Poole, Derek � � �'"`"'� MI�'��r: 5 Osborne Hill Drive �^�°^^ HnSW 115 Mano 6ixk Salem, Ma 01970 -"�� ,�_' �E�� "'°m'� Jurisdiction: City of Salem � ` �� E�s�F��s sas�� To: Building Department, The aforementioned structure has been examined and it has been determined that the roof trusses can support the proposed 6.600 kW PV system. We have verified the structural integrity of the roof trusses and found that the installation will satisfy design loading requirements of governing codes: MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 100 mph, exposure C, ground snow load of 40 PSF and PV Panel of 3.33 psf. The PV attachment at 32" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, jN OF� Ground WEEB 8 �� s,qy ModuEe Gamp � THOMAS J.�G Unirac Solamm�nt i YATES ^' Rail w!L-fwt c�i CML m Eco-Fasten No.51039 �� Green-Fasten With CP-SQ-Sloited �ONALP�� Bracket Md Aluminum Flashing 5/16"x35'S.S.Lag Bolt I('@S: 2� ��16�G Sealedw/nApproved�Sealant 2 X,�a.Ct� ��ro �s.i Y�+-TES - SUf 11'YIOC�U�P�PIus SW 275 mono black , 3�w.w�.oaa � . � � � 7UVPowercontrolled: .ovnn.i�i.�e� �o�.,�estmeasuringtoleranceinindustry 2'000aoN^', 'I Everycomponentistestedtomeet 3 times IEC requirements � � Designed towithstand heavy . , � accumulations of snow and ice OSunmodule Plus: Positive performance tolerance , ' J �. -25-year linear pe�formance warranty and 70-year pioduil warranty J �, Glasswithanti-reflectivecoating . J World-dassquality 'A, .,�m Fully-automated production lines and seamless monitoring of the process and material D�E � �� .�,M ..,�m�„ �;.,,:�:� ,,.a. ensurethequalitythatthecompanysetsasitsbenchmarkforitssitesworldwide. "° ,,,.o. . SolarWorldPlus-Sorting � �\ ,�„��o SA� Plus-Sortingguaranteeshighestrystemefficiency.5olarWorldonlydeliversmodulesthat -�- c us have greaterthan or equal to the nameplate rated power. `� �� uL 1703 25years linear performance guarantee and extension of product warrantyto 10years � C � � �� . .�� SolarWorld guarantees a maximum performance degression of OJ%p.a.in the course of � 25years,a significant added value compared to the two-phase warranties common in the industry.In add ition,SolarWorld is offering a product warranty,which has been extended to 10 years' � 'inacmrdancewiththeapplicable5olarWorldlimitedWarrantyatpurchase. . II/I'I , wwwsolarwoddcom/warranTy ' SOLARWORLD �� soiarwo�id.com We turn sunlight into power. - -- SUI'lY1_l0(�U�P�PIus SW Z75 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m',NOCT,AM 7.5 Max(mumpower Pm,� 275Wp Maximumpowei � � P 2037Wp Opendrcuitvoltage V 39.4V Openriuuitvoltoge v� 357V Maxlmumpawerpofntvaltoge v 31.OV Mnxfmumpowerpaintvoltage v 281V Short dr[ult[urrent I,�� 9.58 A � Shart cirruit rurrent I mo 7J5 A MaximumpowerpointNrrent I 6.94A Maximumpowerpaintcurrent I Z22A . 'STC:1000W/m�,]5'CAM15 � Minorredu[tioninefficientyunderpar[ialloaamnditi0n5dt2SGdt200W/m�,100% 1)Measuringtoleianre(P,,,)haceabletoTUVR�einlantl�.+/-2%�TUVPowerConlmlle�). ('hZqloftheSTCefficiency(1000W/m�)isachieved. COMPONENT MATERIALS THERMALCHARACTERISTICS � I Cellspeimodule 60 '�, NOCT 48�� ¢Iltype Monocrystailine ��. TC I,� 0.04%/°C �ell dimensions 6 74 in x 614 in(156 mm z 156 mm) � ' TC�� -030%/"C Front � Temperedglass(ENR750) ". T�Pmo= -�'45�� Frome Blackanodizedaluminum � Opemting tempemture -40°C to BS°C Weight 46]@s(211 kg) SYSTEM INTEGRATION PARAMETERS �Y 1000W/m� , MaximumrystemvoltageSCll 1000V 800 W/m� Max.rystem volfage USANEC 600 V � Maximum reverse current 16 A a booW/m� — Numberofbypassdiodes 3 � ' ULDesignLoads' Tworailrystem ��3Psfdownward 64 psf upward � 400W�m� 170psfdownward R — ULDesignLoads' Threerailrystem 64psfupward f ]OOW/m� IECDesigntoads' Tworoilrystem »3psfdownward 100 W/m' S0 psf upward I 'Please refer to the Sunmo�ule installation instmctions(or[he details associated with � � i i i � i � i � — Sh¢SCIOddcd5P5. monuiewMaHeM V�`' ADDITIONAL DATA iza azqa(qst) Powersoning' -owp/+Swp ` 1-9ox 1765 - Modulelepds PVwireperUL4703withMC4mnnectors tt93(zae) Moduleefficienry 76.70> Fire rating(UL 790J Class C Glasz Low iron tempered with ARC 41.30(1050) � Version 0.6153 2.Sframe VERSION 2.5 FRAME 65.94 hfi75) bottom mounting • Compatiblewithboth'Top-Down" holes . V D and"Bottom"mounting methods � . • jGroundingLocations: � -4 corners of the frame -4locations alongthe length ofthe module i n the extended flanget 134 34 I Zonon, i.zz�si) �sv.m0om)--! 'All unils pmvieetl are imperialSl units pmvidee in parenl�eses. SolarWorid AG reserves the right to make specification changes wiMout notice. SW-01-6025U5 02d014 � _ � � . . • � . . . . . :� U N I RAC n wm sxoua mmvnmr SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 ��I SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware ` ' SolarMount Bottom Up Module Clip Part No. 302000C Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (h�dden.se alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip �o � 1 � Ultimate tensile: 38ksi,Yield: 35 ksi � Finish: ClearAnodized � Bottom Up Clip weight: -0.031 ibs (14g) Beam '� Bolt ' Allowable and design loads are.valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one Y;'-20 ASTM F593 bolt, one Y,"-20 ASTM F594 serrated flange nut, and one'/."flat washer �.�' : Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- - party test results from an IAS accredited laboretory "`LL - • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut i Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, i � � Ibs(N) Ibs(N) FS Ibs(N) m � � '� ''i" Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y �. �. Transverse,X± 1128 (5019) 329(1463) 3.43 497(2213) 0.441 � —�_�.00 �-r X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted . � a � . . • . - . . . . - - ::�UNIRAC� A HILII GHOUC(aMPqNY SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, . 302105D,302106D • Mid clamp material: One of the following extruded aluminum ` rra Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Mfd ', la e Nu ClBmp _ • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/,"-20 T-bolt and one Y,"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- _ party test results from an IAS accredited laboratory I Applled Load Average Allowable Safety Design Resistance imoma+a�—��—= Dlrection Ultimate Load Factor, Load Factor, �eN�"� � Ibs(N) Ibs (N) FS Ibs(N) m iTension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665 Y — Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 � �—►X � Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, � 302006C,302006D,302007D,302008C,302008D, . 3o2oo9C,3ozooso,3ozotoC,3o2ottC,3ozo�zC • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 olt • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 Ibs (26g) �' d Clamp • Allowable and design loads are valid when components are Sercated assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac Y:'-20 T-bolt and one'/:'-20 ASTM F594 � Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resisfance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory � • Modules must be installed at least 1.5 in from either end of a beam �—.x �.s Applied Load Averege Allowable Safety Design Resistance � '�""" i Direction Ultimate Load Factor, Loads Factor, � � Ibs(N) Ibs(N) FS Ibs(N) � m �na.. �w�irg � s� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 �aoae TMf°0� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 i._. Sliding, Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifiedin-inshes-unless.aoted l � m . . . . . . . . :: UNIRAC A HIOI GNOLIP COMP�NY � SolarMount Ream Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized I • L-Foot weight:varies based on height:-0.215 Ibs(98g) �I • Allowable and design loads are valid when components are , Bea assembled with SolarMount series beams according to authorized , Bolt UNIRAC documents . ' L-Foot • For the beam to 4Foot connection: � •Assemble with one ASTM F593'/a"-16 hex head screw and one errated ASTM F594'/a"serrated Flange nut Flange Nu • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test y results from an IAS accredited laboratory � NOTE: Loads are given for the L-Foot to beam connection only; be �'�X sure to check load limits for standoff, lag screw,or other . . _�. attachment method xo� Applied Load Average Safety Design Resistance �g�Twp � Directlon Ultimate Allowable Load Factor, Load Factor, �"�°°�"�'� � Ibs(N) Ibs(N) .FS Ibs(N) m � ��_��-��- Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 :.o� , Tension,Y+ 1859(8269) 707(3144) 2.63 7069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(5913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 , . . • . . . . . - - :� UNIRAC� � nwui�unurrorvwnHv SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-6, 310240C, 310240C-6, 310240D, 410144M, 410168M, 410204M,410240M Properties Units SolarMount SolarMount HD � Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 � Section Modulus(Y-Axis) in' 0.113 0221 � Moment of Inertia(X-Axis) in^ 0.464 1.450 Moment of Inertia (Y-Axis) in° 0.044 0267 Radius of Gyration(X-Auis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 � .,� x ; . �, ,y� i .�' SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR l.�Z$� �" HIX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR � SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP � T 3.000 1 1.316 � SLOT FOR O 3�"HEX BOLT SLOT FOR 1365 � 3�" HEX BOLT 1 1 387 �--�-- .750 1.207 Y Y 1.875 ► � �—s X i—►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted �� • � N . � 1 .� P � T �� • •� t1 {� 5 p . . . . i. . p F. . - .�Y ;i f 1� b � � , ��. ! . �€ � �� .+>SFit�� . .� � i. 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LL '.�.r.vs..:. � a .».�nrrF �.. . �.. . �. .. ��.w� .w� �..� -: a �n.. e�S�.... . ' � . . �......� I . . _ s'.�-. -.y Z�... o EcoFasten Solar� 877-859-3947 Committed to the Support of Renewoble Energy - {'P . � s - � n a � i n R 3 O - N . o (.a O v </ �O� � � � \ � � � i+ W O v v o �, N x o o \'� � o � o I N � I+ i o = O Z � N } Dc cn � � � � m �p m m Z D n �, o � � m v � Z V1 3 N Q � � � � O M � � r ` N W n X � � N ,�-� � 3 v� C D � � � c "' I � � n � „ � v p C N T 1. 3 �O ' � _ 'I ' !�� 7 ��A �,,�. � , A�'�k � GREENFASTEN'� PRODUCT GUIDE — GF-I �, '� ,',; ; Specifications �T{h ��.� ._,� • . � ' '� �` PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be -��x' • A. Submit manufacturers written specifcations. compatible with chosen roof application and ., ,�. ;_'��.; 1.1 SUMMARY B. Submit standard produd cut sheets. meet specified pull out values as shown in load ,r ;::,, ��i A. WORK INCLUDES C. Submit installation instrudions. test data. ' �� I. GreenFasten solar attachment bracket that D. Submit produc[specific load test data,showing C. Base flashing is.032 gauge aluminum embossed � attaches diredly to the roof deck. ultimate and allowable load values. � to accept EPDM bushing. q� 2 Provide appropriate bracket and fasteners ° t� -�, forthe roof system. D. Bushing is EPDM. � 1.4 QUALITYASSURANCE " � "¢'� B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless ��.;,��F p' I.Section 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. ,"�„�, 2.Section 07500:Roof ng than 5 years in the area of the projed. 3.Division I:Administrative and procedural 2.3 FINISH—Mill Finish ``�� requirements I.5 DELIVERY/S70R4GE/HANDLING A. Bracket is mill finish aluminum { 4.Division7:Thermal and Moisture Protedion Inspect material upon delivery.Notify manufac[urer � ��..t 1 '� r4{�� within 24 hours of any missing or defective items.Keep B� B�e flashing(choose one) � + ' �+ • ,, 1.2 SYSTEM DESCRIP710N material dry,covered,and off the ground until installed. I.Mill Finish � O0 A. COMPONENTS: �� p., � �i = . 2.Black-kynar painted � � . F f. w I. GreenFasten rystem consists of aluminum pART 2 - PRODUCT$ �I� �� '�. . . , . a flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted �- ��.s�� {�� 3° bonded stainless4eel and EPDM washer. +� . �;�� ' v 2.1 MANUFACTURER � K :a� s � 2. Fasteners � �" EcoFasten Solar� PART 3 - EXECUTION � � : p ,+`h.. o A.To be of inetal compatible with aluminum Zg9 Harrel St Morrisville,VT.05661 - � � � r GreenFasten components. (g77)g59-3947 3.1 EXAMINA710N ^r�- n � B.Fasteners should be selected for �W,ecofastensolaccom. A. Substrate:Insped strudure on which brackets �`�,��t M � compatibility with the roof deck. are io be installed and verify that it will withstand ..� i C.Fastener streng[h should exceed or be equal Z z_ Mq7EPoALS any additional loading that it may incurred.Notify o to that of the allowable load of the system. � �� ` A. Attachment Bracket General Contractor of any defciencies before ,!�n�. � � C' v See test data at www.ecofastensolaccom s . 6000 Senes Aluminum (choose one) installing EcoFasten Solar brackets. _, � ' " 3. Sealant(if required by roof manufacturer): � E B. Uenfy that roof ng matenal has been installed . �'.; � � � �i o to be roof manufacturer approved. I. F-I I I � correctly pnor to installing solar attachment brackets. d .�. � 4. Aluminumattachmentbracket 2. L-101-3" ` � ,+ � � 3. L-102-3" 3.z IN57ALLATION r� " °+ B. DESIGN REQUIREMENTS: 4. CP-R e- (� P A. Comply with architectural drawings and ��-'„ u, I. Bracket s acin to be recommended b 5. CP-SQ . E�.: m P g y project engineer's recommendations for bcation '�- : ^ project engineec 6. SL-102-6" of system.Comply with Manufacturers written � �� m 2. Install a minimum of one fastener assembly. 7. Z-101 installation instructions for installation and layout. ' � 3. It is important to design new structures or $� Curtom . [, o assess existing strudures to make sure that [ � they can withrtand retained loads. , . v "`ae. � � � � � 0 �� s4 w k � 1 i � OOEmks[enSolorOO PIImn[entprot^c[edundercapyrighcAOrigh¢reserved 07/16I11 - $eC.$-I � • t 7 L �r�� 'ti r „� ; � � r . � � � }i � � - A� �� GREENFASTEN'" PRODUCT GUIDE - GF-I ��"a i` i American Wood Council Lag Bolt Pull-Out�alues I , y d-:� ' " : 1 , • '. # +j , r.., , ;+� ,i' S�,.'r4,t Y `x� � ;, 4 � � � � Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) i^*`�4� ' t• * � Lag saew specifications f F Speci¢c y f" 5/I b"sha(t* , '� ' �� Gravity y�� ' ; ' ��, ' � per inch thread deprh � � � Douglas Fir,Larch 50 266 s � �� w Douglas Fir,South 46 235 �� i ',.�� '� " v Engelmann Spruce,lodgepole Pine 46 �35 I `� '' '` �� v (MSR I 650 f&higher) p�,o � � t E' o Hem,Fir,Redwod (dose grdin) 43 212 e ��;`" ` � a Hem,Fir(North) 46 235 � �'` '�. ; � Southern Pine 55 307 Thread - ' � �% s Depth ' � {� !} o Spruce,Pine,Fir 42 205 � ;�` �� p v Spruce,Pine,Fir 50 266 E (E of 2 million P51 and higher � o grades of MSR and MEL) ' V � r r � • M ^� ` ' P � 4'� � ^ � p � W I L i � � N 4� C Y t1 � i ,�F; W / � i. i F � �. �! � c0 EmFasren Solo�All mnten[pm[ected under copyrighc All righ¢reserved @116111 t Sec.6-I � FOR CONSTRUCTION , `�`�fi,� � o Grid-Tied Photovoltaic System RGs DC Rating: 6.6�0 kW ENERGY Poole, Derek Sheet List "ra':�°�h' �°°'� �°�'�^v� � 32 Taugwonk Spur,Al2 5 Osborne Hill Drive Sheet No. Sheet Title Stonginton,CT0637S Salem, Ma 01970 Pv-000 coveR Phone(860)535-3370 Fax(413)683-2225 Jurisdiction: City of Salem PV-A01 SITE PLAN GRID-TIED PV-A02 MODULE LAYOUT PHOTOVOLTAIC SYSTEM Scope of Work: Pv-aos DETAILS sp00 ED ER KTC RGS Energy shall install a 6.600 kW Grid-tied Photovoltaic("PV") System PV-A04 MATERIALS 5 OSBORNE HILL DRIVE totaling (24) Solanvorld Plus SW 275 Mono Black Modules with (24) Enpha3se General Notes: Pv-eo� ELECTRICAL DIAGRAM SALEM, MA 01970 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 1. System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10236784 mounted on the asphalUcomp. shingle roof and interconnected via load sid�e Of Salem. PV-E02 SYSTEM CALCS breaker connection. 2. All projects will comply with the Ordinances of the City of Salem. oes�c�eR: Ash Bowersock 3. Construction Hours: 7am-8 m Monda -Frida , 9am-8 m Saturda , PV-G01 SIGNAGE P y y P Y REVIEKER Ryan Ward No time on Sunday or legal Holidays. �Rs�oN�rE. 2014-12-02 Equipment Specifications: a. P�od�ot oaca sneecs snau be�nciUded. Module: (24) Solanvorld Plus SW 275 Mono Black 5. Rooftop penetrations shall be completed and sealed per code by a REVISIONS Inverter 1: (24) Enphase Energy M250-60-2LL-S22 licensed conVactor. Racking: UniRac SolarMount 6. All Photovoltaic modules shall be tested and listed by a recognized # BY Date Notes Attachment Flashing: Eco-Fasten Green-Fasten with laboratory. i CP-SQ-Slotted Bracket and Aluminum Flashing 7. Certifications shall include UL1703, IEC61646, IEC61730. � z 8. A continuous ground shall be provided for the Artay and for all k, ` ; Photovoltaic Equipment. � ` ;� 3 ' ROOf SpeCIfIC8t10f1S: 9. DC Wiring shall be run in metal conduit or raceways within enclosed i `4 , : ° � spaces in a building. �.�g�,-� s AsphalVComp. Shingle 10. Conduit, Wire systems and Raceways shall be located as close as � '' a - s possible to ridges, hips, and outside walls. - �` (Sin le La er +� ,`�" 2"x 10" Rafters @ 11. Conduit beiween Sub Arrays and to DC Combiners/Disconnects shall ,_ � j t�''p� �;� use guidelines that minimize the total amount of conduit by taking the il ry. PitchO 0° � Azimuth: 140° shortestpath. �`� ' Array Size: 24 Modules 12. Space Requirements for elecVical equipment shall comply with NEC �.r Article 110. ` 13. Equipment grounding shall be sized in acwrdance with Table ,�--' $ $It@ $pGCIfICBtIOI1S: '14. Connectors that are not readily accessible and that are used in the o Occupancy: II circuits operating at or over 30V AC or DC shall require a rool for 4 . '�� fi Design Wind Speed: 100 MPH opening and are required to be marked "Do not disconnect under a 6cposure Category: C load"or"Not for current interrupting", per 690.33(c) 8(e). m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. = Ground Snow Load: 40 PSF 16. Signs or Directories shall be attached to the electrical equipment or i Adj. Roof Snow Load: 28.4 PSF located adjacent to the identified equipment. �� ` 17. Signs shoufd be of sufficient durability to withstand the environment. � 18. Any plaques shall be metal or plastic with engraved or machine �°' All Work to be in Com pliance with: Pr�nted ieners, or eledro-plating, in a red background with white d 2014 National Electrical Code(NEC) lettering, a minimum of 3!8" height and all capital letters. � ne Ni�� > bor Os „ 2009 International Residential Code(IRC) g 2009 Intemational Building Code pBC) 2012 International Fire Code(IFC) Qt 2012 Uniform Mechanical Code(UMC) `2`\\ � Not to Scale 2012 Uniform Plumbing Code(UPC) ,��e MA 780 CMR, 8th Edition �� -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) O`' COVER ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other Structures As amended and adopted by Ciry of Salem PV-000 . V bii�9 en.�x...a a...,:r.v,i u FOR CONSTRUCTION e>e��i�, Equipment Specifications: / ��/v\�� Module: (24)Solanvorid Plus SW 275 Mono Black �. RGS Inverter 1: (24) Enphase Energy M250.60-2LL-S22 ,Z,S� EN E RGY Racking: UniRac SolarMount �.e ae,��P�„s,.an�n s,u,•�,>. Attachment Flashing: Eco-Fasten Green-Fasten with 5'0° �� (E) Driveway ai 7augwonk spur,Aiz CP-SQ-Slotted Bracket and Aluminum Flashing � �. stonginton,CT 06378 � �� Phone�860)535-3370 "��''� �. Faz(413�683-2225 \ NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES , `� GRID-TIED FINAL LOCATIONS TO BE DETERMINED DURING INSTAILATION �' ;.;';.:'.:_ � PHOTOVOLTAIC SYSTEM i - � ' �'� 6.600kW DC @ STC � \ Roof Specifications: ;�� `, POOLE, DEREK Roof 1: ' " � 5 OSBORNE HILL DRIVE � Asphalt/Comp. Shingle ,' �'� SALEM, MA 01970 (Singlelayer) �.� _ _ _ �� Projed# �0236784 2"x 10" Rafters @ 16"O.C. � �� , � OESIGNER: ASfI BOWe�SOCK Pitch: 40° � Azimuth: 140° �� `"�,;, \` Array Size: 24 Modules � � R��a Ryan Ward :... / �.'.��,^`., �� VERWONMTE 20�4��Z�OZ i � .. \ i - �:c:�'�• �` REVISIONS i�/ \�'� # BY Date Notes i \ � \ � (E) Property Line + r � � \ �. '..��y..,`,.��::� .` z � 3 \ \ (N) PV Array : ` ° a �'. 24 Solarworld �'� 5 a �� Plus SW 275 Mono Black �� ' � Modules ` ��0�' ��\ a (E) Vent �� \ cce � �. O`'b� �'� �� \ � � i � i " ` (E) Single Family Dwelling ;' $ Equipment on Euterior Wall: �'�. 5 OSBORNE HILL DRIVE �' ' x (E) Utiliry Meter �� .' � (N) PV AC Disconnect-Unfused ` � � Equipment on Interior Wall: ��, %�/ � m (E) Main Service Panel �� .� �I m (N) Enphase Envoy/RGMeter `� ;� I LL (N) PV AC Combining Panel � �' N � � Q \ / \ / � / \ /. \ � \ / / � (E) Property Line �� . o � / \ � \ � \ � � �% ,� 'I/16„_ �,_p„ ` ` � : �. ' x SITE PLAN . % \ , �. ;' � �. � i W E � i 2 Site Plan V PV-A01 Scale: 1/16"=1'-0" S FOR CONSTRUCTION ��1,,� e 'o PV ARRAY 1 -MECHANICAL LOADS UniRac SolarMount Mounting Notes: o`�� Array Area: 444.1 ft' Total Photovokaic Dead Load: 3.33 psf . Totai Quantity of Attachments=76 �� Array Weight: �477.6 Ibs Avg. Deatl Loatl per Anchor: �9.4 Ibs • Roof Zones are defined by dimension, a=3.0 ft. �,'��.!'*�/ Anchor qry.: 76 • Maximum Allowable Cantilever for UniRac Rail is Y3 the Maximum Raii Span r�T„ ,..:; a.�':�-,s • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing azT�u�onts�w��z Design Values by Root Zone: Corner Egde Interior attached with 5/16"x&1/2" Lag Bolt, Hex Head, '18-8 SSs �g��,,�,p��g Max. UniRac Rail Span: 48 in. O.C. 48 in. O.C. 48 in.O.C. • All Dimensions shown are to module edges, including 'I in. Spacing behveen Modules required when using the Top Clamp Method. mhone gs�oy535-3370 • The SolarMount Rails will extend 2-�/2 in. be ond the Module Ed e in order to su F��b3B�z� Max. UniRac Rail Cantilever: 16 in. O.C. 16 in.O.C. 16 in.O.C. Y g pport the End Clamps. " "'"""""" "'""""'" " ' """' " " "" ' • UniRac re uires one thermai ex ansion a 3 in. for continuous sections of rail reater than 40' in len th Adjusted Anchor Span: 32 in. O.C. 32 in. O.C. 32 in. O.C. q P 9 P� � 9 9 GWD-7�D """"'" """ ' """"""' """ ' • Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual vec 227.3, Pub 110616-1cc, June 2011 Downforce Point Load: 298:9 Ibs 298:9 Ibs 298,9 Ibs PHOTOWQLTAI�C SYSTEM • Attachment Locations, If shown, are approximate. Fina�adjustment of attachment location may be necessary depending on field Uplift Point Load: _�59.1 Ibs -159.1 Ibs -128.4 Ibs conditions. All attachments are staggered amongst the framing members. 6.6UOkW DC�STC Minimum Anchor Strength: 707 Ibs Average Safery Factor. 5.p7 P�� 5 OSBO�FP�9E HILL�21VE 41�_6�� SA9_EPd1.AAA D197� Project� 1�2367&{ D6IGNER: ASRI B'DV��ISOCJC 8" REVIENER: RyaPI VY+61Y � �Rs��,ff. 2D14-12-02 (N) PV Array : ��0�� 24 Sola�vorld Plus SW 275 Mono Black Modules # By D�oe rtV�bes 24 Enphase Energy M250-60-2LL-S22 Micro-Inverters AsphalUComp. Shingle Roof ' 2"X 10" Rafters @ 16"O.C. �� Z Pitch:40° Azimuth:140° a 4 Q 18' 2'1 sn 5 b 0 Thermal Expansion Break � � �E)Vent in SolarMount Rail 6'-5" 8 ' X 0 40'-6" m a m � Module Layout i Scale: 3/16" = 1'-0" a Thermal Ezpansion PV Module ereak in SM Rail- Endclamps Must be � Used,Rail must iD Terminate 0 ' � 3I18"= 9'-0' MODUL� LAYOUT 3"Min Gap SolarMount Rails Staggeretl if {p `1' rrecessary to allow for expansion 2 Thermal Ex ansion Ga Detail NM to Srale P�� S � FOR CONSTRUCTION `>`+//� ��1�C RGS --- - - - - -- ENEB�Y _ _ - -- -- . _— - - - - --- - - - - - - - _ --- . - GfOUfid WEEB� . ... . �. . i,k..:aouer Znqro.Sav:,.ys. Module Clamp 32 7augwonk spur,Al2 Stonginton,CT 06378 �acK Unirac Solartnount Phone(S60)535-3370 �SMon�g Rail w/L-foot Fax(413)683-2225 2 p\uss� S�`�g�e Eco-Fasten GRID-TIED � Green-Fasten With CP-SQ-Sfotted ComP Module (TYP.) -----, � PHOTOVOLTAIC SYSTEM ha�� p G� / Bracket And Aluminum Flashing � p,sP �6 Rooftop 6.600kW DC�STC Gj ,RaKe�s� 5/16"x 3.5"S.S. Lag Bolt POOLE, DEREK 2 X�� G. w/2.5" Minimum Penetration 5 OSBORNE HILL DRIVE a�6�5�16 Sealed w/Approved Sealant SALEM, MA 01970 X,�O R Project# 10236784 2� 1. OESIGNEF: ASI I BOWQ�SOCK a��R Ryan Ward Attachment Profile �f Attachment Detail veasioNonre 2014-12-02 1 Scaie: 3/4" = 1'-0" L Scale: 1" = i'-0" REVISIONS # gY Date Notes '16" Max Roof Framing PV Module Rail Overhang �i 3 Roof Anchor f j; Landscape: N/A , I Q &Flashi�g � " �� Portrait: -7.9 in. Moduie Freme 5 ' y �J SS Bolt o landscape: N/A Anchors located � Portrait: -50.2 in. Nib on alternate roof framing members �t .. i L,J 1.22 in. Unirec �� UGC-1 39.4 in. i � � 32"'Max � _ F = SolarMount Rail Anchor pacin � M,��a � unirac Raii $ 3 Sta ered Attachment Detail T . H�IeS T 6 o Groundin Cli & Module m Not to Stale Solanvorld Not to Scale Plus SW 275 m 65.9 in. mono black - 16" Max a Rail Splice Rail Overhang 1 I i : A T WEEBLug SS Washer Ground Wire &Nut � —I�B 1— �1 B�I' SS Bott � Unirac Rail � 0 0 Distance from Module Comer Minimum Maximum �• VARIES Long Side, A 6.4 in. 9.4 in. Stagger splice locations Min of 2 supports Short Side', B N/A N/A SS Fiat within the each row of modules on either side of splice Washer ss sorc DETAI LS with a max spacing of 48" 'ToµClamps CANNOT be used on[he Short Sides o/the Modu/e 4 Rail S lice Detail 5 UL Approved Mounting Locations � Groundin Lu & Rail PV-A03 Not to Scale Not to Sple Not to Scale