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7 OSBORNE HILL DR - BUILDING INSPECTION (4) 'Ir � QO`��' �2S '7 � ' ` n ��- �! � RECEIVED � � The Commonwealth of Massachusetts VICE$ �,A,_ Board of Building Regulations and Standards CITY OF �� Massachusetts State Building Code, 780 CMR j (�Q��Z�� : �S � Building Permit Application To Construct,Repair, Renovate Or Demolish a i One-or Two-Famrly Dwelling This Section For Official Use Onl � Building Permit Number: Date Applied: � ,,(S� Building Official(Print Name) Signature . Date � SECTION 1:SITE iNFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 7 Osborne Hill Drive 09 0301 � 1.1 a Is this a�accep[ed street?yes X no - Map Number Parcel Number 13 Zoning Information: 1.4 Property Dimensions: R residence-no change Zoning District Proposed Use Lot Area(sq ft) Frontage(fl) 1.5 Building Setbacks(ft) n/a Fronl Yard Side Yards Rear Yard Requircd Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) .1:7 Flood Zone Informallon: 1.8 Sewage Disposal Sys[em: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check�if yes0 SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner of Record: Raymond Danjou Salem, MA 01970 � � Name(Print) City,State,ZIP � 7 Osborne Hill Drive 978-548-8574 rdanjou@comcast.net No.and Street Telephone Email Address SECTION 3:DESCR[PTION OF PROPOSED WORKz(check all that apply) New Construction❑ Existing Buildi�g❑ Owner-Occupied ❑ Repairs(s) ❑ Altera[ion(s) ❑ Addition O Demolition ❑ Accessory Bldg. ❑ Number of Units Other C>3 Specify: solar Brief Description of Proposed Work2: Installation of a 7.7kW roof mounted solar array using 28 SolarWorld SW275 Mono modules,28 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. SECTION 4:ESTIMATED CONSTRUCTION COSTS IItem Estimated Costs: O�cial Use Onl . Labor and Ma[erials y 1. Buildin $ 7 000 1. Building Permit Fee: $ Indicate how fee is determined: 8 ❑Standazd City/Town Application Fee 2. Electrical $ 2g,000 ❑Total Projec[Cost�(Item 6)x multiplier x _. 3. Plumbing $ �2, pther Fees: $ � 4.Ivlechanical (HVAC) $ List: 5. Mechanical (Fire $ Su ression Total All Fees: $ Check No. Check Amount Cash Amoun[: 6.Total Project Cost: $ 36,000 ❑paid in Full ❑Outstanding Balance Due: �rat � 1 `ZIl `1 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor Licensc(CSL) • 101487 11/7/16 Gary Beals . License Number Expiration Date Name of CSL Holder List CSL Type(see below) 61 Turnpike Road No.and Streel ' . Type Description Ashby, MA 01431 U Unrestricted Buildin s u to 35,000 cu. R. R Restrictedl&2Famil Dwellin own State,ZIP M Mason � RC Roofin Coverin WS WindowandSidin SF Solid Fuel Buming Appliances 97 -855-8568 gary.beals@rgsenergy.com I Insulation Tele hone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 162709 Alteris Renewables dba RGS Energy 4/6/15 HIC Registra[ion Number Expira[ion Date HIC Company Name or HIC Regis[rant Name 32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com No,and Street Email address Stonington,CT 06378 860-535-3370 Ci /Town S[ate ZIP� Tele hone � SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... C� No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of[he subjec[property,hereby authorize Alteris Renewables dba RGS Energy to ac[on my behalf,in all matters relative to work authorized by this building permit applica[ion. see signed authorization form attached � a S / Print Oumer's Name(Electronic Signature) . Date SECTION 7b: OWNER�OR AUTHORIZED AGENT DECLARATION By entering my name below,1 hereby attest under the pains and penalties of perjury that all of the information contained in,�this applica[ion is true and accurate[o[he best of my knowledge and understanding. oGv,C��,r la��f Print Owner's or Authorized Agent's Name(Electronic Signature) �� Date NOTES: 1. An Ow�er who obtains a building pertnit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Connacroc(HIC)Program),will not have access to the arbihation program or guaranty fund under M.G.L.a 142A.O[her important information on[he HIC Program can be found at www.mass. o�Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide[he information below: � Total floor area(sq. ft.) (including garage,finished basemenUattics,decks or porch) Gross living area(sq.ft.) Habitable room coun[ 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 system Enclosed Open 3. "Total Project Square Footage"may be subs[itu[ed for"Total Project CosP' . 111, � =� ' RGS I ENERGY �/�/'1,v� Qmn Pownc B�IQh�Snvinys. ' Property Owner Consen[form � Owner: R`.� 'a`��"' � VSbUJ�^2 Il�� pr�LL Address: Town: 5�,�e.�-n State: ~'µ � Zip: q?� . syg_ ssiH Phone: v� q}Q I hereby giv�e pe�mission to RGS Energy an''d their representatives to pull the required permits for a solar installation on my property. ' ' 6 2. / Prope y�Owner Dat r .. . - 32TougkovkSpiu.eV2,Staningtw,C1'06378 � 1c1.860.535.3370 � fa<413,6831225 � R(;SF,�r��.ecm — —. -Department of Public Safety � � .., . - - i � �I � t'ng Regulations and Standards � ,:. �'�S�r1(.'�i.tl�k,`�"�� i `�' ' � E ; „ , � ., „ } ,��-oazoa3°��" S , � r � �j; .;,11{,�52018" '(, . � � -y.'OM ,d#�E �axk' ;;B�AL5 - 's Y A _ ''. ♦81 NRNPq(E RD t� ' � 113NBY,MA 01171•196t � � .*J,.y.6-(.7g.«� � .. ¢ soo�waMiear�.uap . . — '�—'--.�— � -�. � .._::s. �—N 1 _. . .__ _ - ----- -; _ ; � , � � � �� /� ; �PI,G� �G�Y"I//9'GtJ�/'GL(�Gl.G (y'. �i��GG,i'/J�JG7:��9iG Office of Consumer Af`a�irs�d Busmess Regu�n , � t 10 Park Plaza - Suite 5170 � Boston, Massacl�usetts 02116 Home Improvement�,Contractor Registration � � f� �'��.�::.: �� Registration: 162709 � ;' � , ,,.�,,, �.' ��' Type: SupDlementCard ALTERIS RENEWABLES INC. �s�� = i � ";� Expiratlon: 4/6/2015 ' � TRAV4S GENATOSSIO ' � ; - � ,; 26 MYLES STANDISH DR ��= �� _ ��,��,� CARVER, M�1'02330 �< � ��;' ^� _ `yl � d � . -.:—a7� . 'r . ,� ' , �-'�ie.` Update Address and return card.Mark reason for change. �. scni r, zoM.ouni 1� � �ddress � Renewal � Emplayment � LostCard 1) f��n i(ni�uito�XnC(Y��.t�f'��n,1JUr�nJr/�1 .l r4" )1'Oce of CondWilc�Affairs&Bnxinte5 Ncgulntion License;Qr registration valid for individul use only - � a; ME IMPROVEMENTCONTRACTOR . before tne expiration da[e. If found return to: . . . � � Oflice oi',Consumer Aifairs nnd Business Regulation � . egletrutlon: 162705:- Type� 10 Park{Plaza-Suitc 5170 ' � � � Explratlon: q/6/2075��`, Supplement i ard Boston,'�Y1A 02ll6 ' ,z� . ALTERIS RENEWABLES INC. �:€� � �� I �. .=.:�� , , . �. TR4VIS GENATOSSIO � � 32TAUGWONKSPURAI2 gw6-�6�6L�'_— � STONINGTON,cl 06378 Uodersecretary Not valid without signature � .4coR� CERTIFICATE OF LIABILITY INSURANCE oare�mmmo�rvrr) �� vv2oi5 12/30/2013 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE �OES NOT AFFIRMATIVELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTfTUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certifieate holder is an ADDRIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the tertns and conditions of the policy,certain policies may require an endorvement. A statement on this certi£wte does not confer rights to the certifiwte holder in lieu of such endorsament(s . PRODUCER Lockton Companies,LLC Denver NAMEA�T . 8110 E.Union Avenue PNONE Suite 700 E�MAIL NL No: , Denver CO 80237 ADDREBS: (303)414-6000 INSUREft 8 AFFOROING COVERAGE NAIC i/ INSURERA:FILSS S ecial Insurance Co oration 34916 iNauaeo p��erisRenewables,I11C. INSURERB: 1344665 dba Renl Goods Solur iNsurten c: 12203 dbu RGS Enerb'Y wsuneao:S[aa Indemni &Liabili Com an 38318 32 Taugwonk Spuq Unit A 12 � Slonington,CT 06378 INSURER E: INSURER i: COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY.THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO 7HE INSURED NAMED ABOVE FOR THE POLICV PERIOD INDICATED. NOTWITHSTANDING ANV REQUIREMENT, TERM OR CONDITION OF ANV CONTR4CT 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 MAV HAVE BEEN REDUCED BY PAID CLAIMS. ��Tp iYPEOFINSURANCE �5 Syyyp PoLILYNUMBER MM�/LO�pYEFF M�pYEXP � L1M11$ A GEdEnuuneluTv N N IRG200052801 I/1/2014 1/I/2015 E C O Cjggg DAMAGETORENTE� X MMERCIAIGENER�IL_._�IBILITV PREMISES�Eeoccvnence) $ SOOOO CWMS-MADE� �JOCCUR MEDE%� M one rson { PERSONALBADVINJURV $ I�OOO�OOO GENER4LAGGREGATE 8 O O GEN'L AGGREGATE LIMR APPLIES PER: PRODUCTS-COMPIOP AGG POLICV X PRo- LOC a B AUTOMOBILELW&LITY N ry BAP5852403 1/1/2014 1/1/2015 �es eccmenp s J( ANVAUTO BO�ILVINJURY(Perperson) $ �, ALL OWNED SCHEDUlEO BODILV INJURV Per eaiEent E AUTOS AUTOS NON-0WNED PROGERTVDAMAGE X HIREDAUTOS X AUTOS $ XXXXXXX S XXXXXXX C X UMBRELLALIAB X OCCUR N N OOO5S7241 1/VPOI4 �/1/IO15 EACHOCWRRENCE S �OOOOOOO � �( EXCESSLIAB CIAIMS-MADE �000020609 1/1/2014 1/1/2015 qGGREGATE $ DEO RETENTIONE 5 B woRKErsSCqnPENSpTaN yIN N �yC5852405 I/V2014 1/I/2015 X TORVUMIT ER I1N0 EMPLOYERS'LIABILITY ANVPROPRIETOR/PARTNEWE%ECUTIVE N�A E.LEACHACCIDENT $ OFPICEWMEMBERE%CLUOED4 �N (Ma�Metory In NH) ' E.L.DISEASE-EA EMPLOVEE $ ] OOO OOO Ifyas tlesaiGeuntler DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICV LIMIT $ DESCRIPTION OF OPERATON51 LOCATIONS I VENICLES (AttecM1 ACqtD tOt,Ad6tional RamarFa ScheEule,if more apace la requlratl) 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. 12688213 AUiHORIZED REPRESENTATiVE For Evidence Only � arle � � �.,/ ACORD 25(2070/05) Tlie ALORD neme anE logo an re8�tanE marke of AGORD c 7 88-2070 ACORD CORP TION.All rights reserved � The Cammonwealth ofMassachusetts Department of Industrial Accidents Office oflnvestigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Aaalicant Information Please Print Leeiblv Name(eusiness/OrganizacionAndividuaq: Alteris Renewables, Inc. dba RGS Enerqy Address: 32 Taupwonk Spur, Unit A-12 City/State/Zip: Stonington. CT 06378 Phone #: (860)535-3370 Arc you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 120 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ i am a sole proprietor or partner- lis[ed on the atta.ched sheet. $ �� ❑ Remodcling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mc in any capacity. workcrs' comp. insu�ance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its � required.] officers have exercised their �0.❑ Clectrical repairs or additions � 3.❑ I am a homeowner doing all work right of cxemption per MGL 11.❑ Plumbing repairs or additions mysel£ [No workers' comp. c. 152, §1(4),and we have no 12.� Roof repairs insuranec requircd.] t employees. [No workers' ]3.❑x Other solar panels comp. insurance required.] •Any applicant that checks box NI must also fill wt the section bclow showing[hcir workers'compensation polity infonnation. t Homcowncrs who submit lhis affidavit indicating thcy arc doing all work and chcn hitc outsidc contractors must submit a new affidavit indicating such. =Contractors Ihat chcck Ihis box must attachcd an additional shcct showing lhc namc of thc sub-contractors and thcir workcrs'comp.policy in(ormalion. , I am an emp[oyer that is providing workers'compensation insurance for my employees Be%w is the po[icy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: ��sborne Hill Drive City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to sewre covcrage as rcquired under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil pcnalties in the form of a STOP WORK ORDER and a finc of up to$250.00 a day against[he violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 7 do hereby certify un er the paDinsn and pena/ties ofperjury that the information provided above is true and correc[. Sienature: ��1..G�.� Datc: /a/5�Y' Phone#: (860)535-3370 Officia/use only. Do not wri[e in this area,!o be comp[eted by city or lowx o�cia/. City or Town: PermiULicense# Issuing Authority(circic one): . I.Board of Health 2.Building Depar[ment 3.City/Town Clerk 4.ElecMical Inspector 5.Plumbing Inspector 6.Other Contact Pcrson: Phonc#: . - November 26, 2014 To: Code Enforcement Division From: James A. Manc, Jr. P.E. Re: Engineer Statement for Danjou Residence, 7 Osborne Rd., Salem, MA - Solaz Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 10" rafters at 16"o.c., with roof slope distance 18'-2"; pitch 36 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code —780 CMR Residential Code 8th Ed. For the installation of the Portrait solar mounting, the Unirac Solarmount rails with EcoFasten Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 32" mas. spacing and securely fastened with 5/16" dia. x 3 '/z" SSTL lag screws as shown on drawing PV-A03. All attachments are staggered amongst the framing members. For the installation of the The mounting system has been designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, SN OF Mqs o?�� c"5'a j g JAMES A � ' Q MARX JR v CML N � NO.38365 James A. Marac, Jr. �:,� �E'ciSTEa``o //� / Professional Engineer rq�q� Y MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy November 26, 2014 To: Code Enforcement Division I From: James A. Ma�, Jr. P.E. Re: Engineer Statement for Danjou Residence, 7 Osborne Rd., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 10" rafters at 16"o.c., with roof slope distance 18'-2"; pitch 36 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code— 780 CMR Residential Code 8th Ed. For the installation of the Portrait solar mounting, the Unirac Solazmount rails with EcoFasten Green-Fasten with ECO-CP-SQ Bracket will be perpendicular to the rafters with L-foot supports at 32" mas. spacing and securely fastened with 5/16" dia. x 3 '/z" SSTL lag screws as shown on drawing PV-A03. All attachments are staggered amongst the framing members. For the installation of the The mounting system has been designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely� ,�N OF MqS ,,yy �c 3� yG 02 N� ,IAMES A � � MAR%�R y o crv�� { c7 � 3gg65 James A. Manc, Jr. � �F'c�sTE�`�`�� Professional Engineer ��q,�p,�,��' �� /y� MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy � Sunmodule%Plus SW 275 mono black 3++.w..,oa ' . TUV Power controlled: �.mnn.i�i.Ae� Lowestmeasuringtoleranceinindustry �'00000+`�3, L„�'�-*aAFJ Every component is tested to meet 3 times IEC requirements � � Designed to withstand heavy . accumulations ofsnow and ice � � J � O Sunmodule Plus: Positive performance tolerance ' J �. 25-year linear performancewarranty and 10-yearproductwarranty J . , ..� Glasswithanti-reflectivecoating . J World-dassquality �,,,„,,,,��,,,,, °, . ,,,,,,,�q . Fully-automated production lines and seamless monitoring of the process and material p�E :PM',".K'm,wr`b,°,"'0 ��A;;y.';,,� rb ensurethequalitythatthecompanysetsasitsbenchmarkforitssitesworldwide. �'a�°""°••'"""�" �.we�e,.+' ••`"""�"'" SolarWo�ld Plus-Sorting �\,��,�,,,�� s�� • Plus-Sorting guarantees highest rystem efficiency.SolarWorld only delivers modules that -�* c us have greater than or equal to the nameplate rated power. `�� ut,1703 � 25 years linear performance guarantee and exte�sion of product warrantyto 70years � [ � � . .�� SolarWorld guarantees a maximum performance degression of 0.7%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,wh ich has been extended - to 10 yea rs.' 'in acmrdance with the applicable Solar World Umited Warranty at purchase. /I I I I I wwwsolarwodd.com/wa�ranty ' I ' SOLARWORLD �� solarworld.com We turn sunlight into power. , � Sunmodule%Plus SW 275 mono black - PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m',NOCT,AM 1.5 Maximumpawer P 275Wp Maximumpower P 203]Wp Opencirruftvoltage � �Vmj 39.4V Opencirmitvoltage Vm 357V Moximum powerpoint volmge V�0 37.0 v Maximum powerpoint voltoge VIX 281 V ShoH rircuit current 1 m 9.58 A � Short<irruit current I m 775 A Maxlmumpowerpointcuirent I 8.94A Maximumpowerpointcurrent 1 0o Z22A 'STG 1000 W/m;l5'G AM 1.5 Minor reductian in efticienry under par�ial load condltions at]5'C�.at Z00 w/m�,100% 1)MeaSunngtoiCrance�Vw,)tiareabletotUVR�einlan0�.a/�1%(TUVPowe�Control�ed). ('h�%�oftheSTCefficiency�t000W/m�)isachieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS Cellspermodule � 60 , NOCT 48Y Celltype Monocrystalline TC 1,� 0.04%/°C Cell dimensions 6]4 in x 6.14 in(156 mm x 156 mm) TC�� -090%/°C Front 7emperedglass(ENR150) . TCP�� -0.45%/°C Frpme Blackanodizedaiuminum � Opemtingtemperoture -40'Cto85°C Welght 46716s(21.2kg) � SYSTEM INTEGRATION PARAMETERS 1000 W/m� �K Moximum rystem voltage SC II 1000 V 800 W/m� Mox.rystem voltage USANEC 600 V Maximum reverse current 16 A �� — Numberof bypass diodes 3 a 600 W/m' 113 psf downward € UL Design Loads' Two rail rystem 64 psf upward v 400W/m' 170psfdownward , . — ULDesignLoads' 7hreeroilrystem 64psfupward � 200w/m� 113 psfdownward � 100 W/m� - - IEC Design Loads' � Two rail rystem 50 psf upward . I _ 'Please refer[o the Svnmodule installation insimctions for the details associatetl with � � i i i i i r i i�- - - lheseloadcases. . madulewlcage�v] Va . ADDITIONAL DATA 1ca 37.44(951) Powersorting' -OWp/+Swp \ 1-Box 1765 Moduleleads PVwireperUl4703withMC4mnnector5 � 1133(288) Moduleeffi[ien[y 1610 0 Fire rating(UL 790) Class C Glass Low iron temperee with ARC 4130(1050) Version 0.6153 2.Sframe VERSION 2.5 FRAME 65.94(1675) bottom mounting • Compatible with both"Top-Down" holes � D and"Bottom"mounting methods • �G�oundingLocations: � -4 corners of the fiame -4locations along the length ofthe module in the eMended flange* 134 34 1 xq �4.I0(1W)� � 1.]1(31) �39.41(1001)�I �All units pmvided are imperial SI umts pmvided in parentheses. Solarworld nG reserves Me right ro make specification changes without notice. SW-01-6025US 02-2014 • � ' • . � . . ' � �� UNIRAC� Fl HlCfl GROIIF fOMYBNY SolarMount Technical Datasheet Pub 7 1 0 81 8-11tl V1.0 August 2077 SolarMount Module Connectlon 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 (hid� alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip �o *f" � : 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'/;'-20 ASTM F594 serrated flange nut, and one Y:'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 laboratory • 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 �' Applied Load Average Allowable Safety Design Resistance '�. Dlrection Ultimate Load Factor, Load Factor, '� � ; Ibs (N) Ibs(N) FS Ibs(N) m � ''N Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662 Y �� Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441 � ___�.w L..�,X �Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted . a W . . • . . . . . :e° UNIRAC a Hicn ruouv mmvawv SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D rre Bolt • Mid clamp material: One of the following extruded aluminum Mid �a e Nu alloys: 6005-T5, 6105-T5,6061-T6 Clemp • 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 Y:'-20 T-bolt and one Y:'-20 ASTM F594 serrated flange nut Beam • 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 laboratory Applied Load Average Allowable Safety Design Resistance . I �+�onT�---=� ��- - Direct(on Ultimate Load Factor, Load Factor, � �eN�'� �� Ibs(N) Ibs(N) FS � Ibs(N) m � Tension,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,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ► � �_�X Dimensions specified in inches unless noted . SolarMount End Clamp Part No.302001C,302D02C,302002D,302003C, . 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, , 3ozoosc,3020090,3o2o7oc,3o2o��c,3o2o�2c • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 � o� : 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 Serrated 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 • Resistance 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 L_�X �.s � �— Applied Load Average Ailowable Safety Design Resistance ' �N°01"'" ! Direction Ultimate Load Factor, Loads Factor, � � ' �-��L(1— Ibs(N) Ibs(N) FS Ibs (N) m �o+r �w�irH� � Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 �aoae TM1O�� Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r � Sliding, Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifiedin.inshes.unlessneted . W . . • . . . . . :e° UNIRAC n ium eeou�mMunNv ' SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D � . • L-Foot material: One of the foilowing extruded aluminum alloys:6005- T5,6105-T5,6061-T6 . • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot welght:varies based on height: -0.215 Ibs(98g) • Allowable and design toads are valid when components are Bea assembled with SolarMount series beams according to authorized � Bolt UNIRAC documents L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593'/a"-16 hex head screw and one errated ASTM F594'/"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 , a@achment method . - �,�i AppliedLoad Average Safety Design Resistance �$�� j Direction Ultimate Allowable Load Factor, Load • Factor, ` Ibs(N) Ibs(N) FS Ibs(N) m �+ro� _ �� Sliding,Z3 1766(7856) 755(3356) � 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specifled in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,Xt 486(2162) . 213(949) 2.28 323(1436) 0.664 . . • . . . . . :e° U N I RACw P lllLil GHOUI'CpMMMY SolarMount Beams Part No. 310132C, 310132C-6, 310168C, 310168C-B, 310168D 310208C, 310208C-6, 310240C, 310240C-8, 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 I Section Modulus(X-Axis) in' 0.353 0.898 � Section Modulus(Y-Axis) in' 0.113 0.221 , Moment of Inertia(X-Axis) in° 0.464 1.450 '�� Moment of Inertia(Y-Axis) in° 0.044 0.267 �I� Radius of Gyration(X-Axis) in 0.289 1.170 �, � Radius of Gyration(Y-Axis) in 0.254 0.502 I', . �� SLOT FOR T-BOLT OR 1,�Zg� SLOT FOR T-BOLT OR 4" HIX HEAD SCREW �"HEX HEAD SCREW 2X SLOT FOR � SLOT FOR BOTTOM CLIP 2,500 BO7TOM CLIP � � T 3.000 1 1.316 � SLOT FOR O �" HEX BOLT SLOT FOR 1.38� 3�" HEX BOLT .387 J50 I 1.207 � Y Y I�-1.875 ► � �- ►X 1-►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted : • l e ,�A�a„�—,.. . 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E � '3 . � „s,,, :y .. . _ � , --, .. ,.. ;� _ ;,; - �. .� ....� .. _ L �.__ _ ,�_.... . .. - - . ." o EcoFasten Solaro 877-859-3947 Committed to the Support o(Renewoble Energy �� K e m � . . .. . _.. . .. . .. � . . . . . a � � a I 'a � 3 n °� F �3 N � O 0 -i+ � A N _ � O 0 �+ �+ ��„ � m 0 i o j �� 0 0 � � w 0 0 �+ _ v�', � w A o �+ ia �+ o o� � o � m m Z i,� D a � �+ � o m � Z � � O o � � C n W � � c� 3 " W � � � � o �� ; c� m II � w s T I 3 3 � � yn = w ro � r � T 1 N �- t�o � � . Iv T � '. �- . .. 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Fasteners (may be supplied by others)to be .��'�'� � A Submit manufacturers written specifcations. compatible with chosen roof application and I.I SUMMARY B. Submit standard roduct cut sheets. meet specified pull out values as shown in load �#� '�� A. WORK INCLUDES C. Submit installatioP in r i n . tert data. ( rt ucto s I. nF ix� Gree asten solar attachment bracket that _ D. Submit product speafc load tert data,showmg C. Base flashing is.032 gauge aluminum embossed �. .,i.,, ; attaches diredly to the roof deck 4 2. Pmvide appropriate bracket and fasteners ultimate and allowable load values. to accept EPDM bushing. � yp � for the roof system. 1,4 QUAUTYASSURANCE D. Bushing is EPDM. � +��t� � B. RELATED SECTIONS Ins[allerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless � '. ��.E.7� I.Section 07600:Fluhing 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 project. .i�.�:� 3.Division I:Administrative and procedural � 2.3 FINISH—Mill Finish , - requirements 1.5 DELIVERY/$TORAGE/HANDLING p ' A. Bracket is mill finish aluminum i ,' t4 �: �.� 4.Division7:Thermal and Moisture Protection Inspect matenal upon delivery.Notify manufadurer , .+. � # � ' B. Base Flashing(choose one) . �T 1.2 SYSTEM DESCRIPTION within 24 hours of any missing or defective items.Keep ' �� h,, ,�I e � matenal dry,mvered,and off the ground until installed. I.Mill Finish � v A. COMPONENTS: 2.Black-k nar ainted "�f � � ^ w I. GreenFasten system consists of aluminum pqRT 2 - PRODUCT$ Y P 1+ `��'t ' � a Flashing with integral EPDM bushing and one � 3.Dark Bronze-kynar painted _ �., � tl � v bonded stainless rteel and EPDM washer. 1 � hqqNUFACTURER 2. Fasteners � ' � EcoFasten Solar° PART 3 - EXECUTION � ATo be of inetal compatible with aluminum � .ry#� ` ` 0 289 Harml St Momsville,VT 05661 ' '*�i � � r GreenFasten components. r v B.Fasteners should be seleded for �8�) 859-3947 3.1 EXAMINA710N M „y� n www.ecofasxensolaccom. A. Subs[rate:lnsped structure on which brackets - E „�, compatibility with the roof deck � �. s+t,{ � � are to be installed and verify that it will withstand ' t, ` y � z GFastener strength should exceed or be equal z z_MqTER1ALS any additional loading that it may incurred.Notify "h.,, Fe ,p, g to that of the allowable load of the system. A. Attachment Bracket - General Contrador of an defciencies before "� u�� ,� ; ;� v See test data at www.ecofastensolaccom 6000 Senes Aluminum (choose one) installing EcoFasten Solar brackets. ;, i � � " 3. Sealant(if required by roof manufacturer): � � �` I. F-I I I B. Venfy that roof ng matenal has been installed .- �,�,;, � o to be roof manufacturer approved. correctly pnor to installing solar attachment brackets. �� .�� 4. Aluminumattachmentbracket 2. L-101-3" _ * � � 3, L-I 02-3" � � � 31 INSTALIATION . � °� 8. DESIGN REQUIREMENTS: 4. CP-R '�� °; I. Bracket spacing to be remmmended by 5. CP-SQ A. Comply with architectural drawings and ^"�' � ' `� 6. SL-102-6" projed engineer's recommendations for location ^ projed engineec of system.Comply with Manufacturer's written � � � m 2. Inrtall a minimum of one fastener assembly. 7. Z-101 inrtallation inrtructions for installation and layout. � ti ,� 3. It is important to design new rtructures or 8� Custom � � � assess existing structures to make sure that � `� � � i'� '� they can withstand retained loads. C t' y ,:� .� LL . , . . ��N i_ O '� �, re V ,} W � 4 � } . ��O EmFasren Sola�AO mn�nt pro[eaed vnder mpyright All righ¢reserved.02f I6/11 $eC.$-� �_..__� �1t_..� � { h� � f ' � i � \�� P�' � 6 �YI' �� ''1 GREENFASTEN�' PRODUCT GUIDE - GF-I '�'f x � American Wood Council Lag Bolt Pull-Out l/alues � � � 4;' � ( 'E? , I,X � 1.��,,!ka. � . � r e �� `�� , « � �"..� `i �" '' Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) k �, � ,. ��r Lag screw speci¢cavons � Specific �!^*� • 5/I6"sha�t' 'I �� ' F ,� Gravity y ; r �� per inch thread depth ' ��' , . 4 �i �c Douglas Fir,Larch 50 266 � a:i�.. a .r ' - . �t , � Douglas Fir,South 46 235 cA � 1 ° '� �t � Engelmann Spruce,lodgepole Pine 46 235 _= f fi E, � (MSR 1650 f&higher) � � Hem Fir,Redwod (dose grain) 43 212 ��ij$ , ��.; a Hem Fir(North) 46 235 � ��i-., ,� �i �' `^ Southern Pine .55 307 Thr� * 4' s Depth sy„ � - �� ' o Spruce,Pine,Fir 42 205 � 6 �" � � � F �_� � Spruce,Pine,Fir .50 266 h ; � (E of 2 million P51 and higher � " � .' t � grades of MSR and MEL) , �. s�� ' . P . r r• T G � .,.r�"' " � r' � ,. .� m , � , � . � a o � .y� �.. . �, � � � LL ��. � o �` t w i t, � f { • J � � �OEmfost=n5alar�Allmnten[procecredundermpyrighcAllrigh¢reserved. 02/Ibill i $tt.61 ; � ,.e_��_.:.__ .4. J �FOR CONSTRUCTION �o,Nsv ' � � Grid-Tied Photovoltaic System SheetList RGs Sheet No. Sheet Title � � DC Rating: 7.700 kW P„-Qoo COVER ENERGY a�:;,:;•�..E:.�,,;t:s:��",:5. Danjou, Ray �V-A01 SITEPLAN 3z7augwonkspur,niz 7 Osborne Hill Road Stonginton,Ci06378 Salem, MA 01970 �v-a,oz MODULE LAYOUT Phone(860)535-3370 PV-A03 DETAILS Fax(413)683-2225 Jurisdiction: Town of Salem pV-A04 MATERIALS GRID-TIED PHOTOVOLTAIC SYSTEM PV-E01 ELECTRICAL DIAGRAM 7.700kW DC �STC Scope of Work: General Notes: Pv-eo2 SYSTEM CALCS DANJOU, RAY RGS Energy shall install a 7.700 kW Grid-tied Photovoltaic("PV") System �. System follows any/all Fire Code Setbacks per Ordinances of the PV-G0� SIGNAGE 7 OSBORNE HILL ROAD totaling (28) Solarworid Plus SW 275 Mono Black Modules with (28) Enphase Town Of Salem. SALEM, MA 01970 Energy M250-60.2LL-S22 Micro- Inverter(s). The Modules shall be Flush 2. All projects will comply with the Ordinances of the Town of Salem. Project# 10239468 mounted on the asphalUcomp. shingle roof and interconnected via suppfy side 3. Construction Hours: 7am-Spm Monday-Friday, 9am-Spm Saturday, oEs,�,Eq Ash Bowersock tap. No time on Sunday or legal Holidays. 4. Product Data Sheets shall be included. ae�errA�. MLM 5. Rooftop penetrations shall be completed and sealed per code by a �Rs�o��*E 2014-11-25 Equipment Specifications: u�e�sed�o�c�a�to�. Module: (28)Solarworld Plus SW 275 Mono Black 6. All Photovoltaic modules shall be tested and listed by a recognized �-- � Z ' �� .,:„ REVISIONS Inverter 1: 28 En hase Ener M250-60-2LL-S22 laboratory. �� p 9Y 7. Certifications shall include UL1703, IEC61646, IEC61730. �� # 8y Date Notes Racking: UniRac SolarMount a,Xr' Attachment Flashing: Eco-Fasten Green-Fasten with S. A continuous ground shall be provided for the Array and for all '�"> ' CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment ' ,, ��: z 9. DC Wiring shall be run in metal conduit or raceways within enclosed , spaces in a buildi�g. ' 4 ROOf SpQCIfICBtIO�1S: 10. Conduit, Wire systems and Raceways shall be located as close as �,✓r Roof 1: possible to ridges, hips, and outside walls. r` 5 a 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall o AsphalUComp. Shingle (Single Layer) use guidelines that minimize the total amount of conduit by taking the s�� `, 2"x 10" Rafters shortest path. '16" O.C. @ 12. Space Requirements for electrical equipment shalf comply with NEC "'� Pitch:36° � Azimuth: 145° Article 110. �,�� Array Size:28 Modules 13. Equipment grounding shall be sized in accordance with Table 250.122. �.-;. ` 14. Connectors that are not readily accessible and that are used in the ^ it`s � � Y � Ioad'itn�g Nnd for9cur�rent nte bePma�rkeP D 690.33(c) & O t�under ii II, I 4 :. � �r ,�,�x��r+,�; - Site S ecifications• � r � , � ,� Occu anc : II } � 4ti� i� �� m Design Wind Speed. 100 MPH 15. All signage to be placed in accordance with local building code. m Exposure Category: C 16. Signs or Directories shall be attached to the electrical equipment or � m Mean Roof Height: 25 ft located adjacent to the identified equipment. OSborn� ,� Ground Snow Load:40 PSF 17. Signs should be of sufficient durability to withstand the environment. QAdj. Roof Snow Load: 30.8 PSF 18. Any plaques shall be metal or plastic with engraved or machine printed letters, or electro-plating, in a red background with white Q� All Work to be in Compliance with• iecce��s, a minimum of 3/8" height and all capital letters. �� 2014 National Electrical Code(NEC) . e � 20091ntemational Residential Code (IRC) �0�� 2009 International Building Code(IBC) QS � 2012 International Fire Code (IFC) 2012 Uniform Mechanical Code(UMC) 2012 Uniform Plumbing Code(UPC) '�� Not to Scale MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4)& R301.2(5) C��/ER ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other Structures As amended and adopted by Town of Salem �� _. .M,�_,�:�o::,,,,: PV-000 FOR CONSTRUCTION o�,,�/� E ui ment S ecifications: ��,�e``c , Module: (28)Soarworld Plus SW 275 Mono Black �LOaa ��`� Inverter 1: (28) Enphase Energy M250.60-2LL-S22 �� ENERGY Racking: UniRac SolarMount (�e ci" �°"F``°°�,"s�`'°"` Attachment Flashing: Eco-Fasten Green-Fasten with S`p�� 32 Taugwonk Spur,au Stonginton,CT 06378 CP-SQ-Slotted Bracket and Aluminum Flashing � \ phone(a5o)s35a37o \ Fax(413)683-2225 � GRID-TIED \ PHOTOVOLTAIC SYSTEM \ 7.700kW DC @ STC � DANJOU, RAY : \ (E) Property Line 7 OSBORNE HI�L ROAD � SALEM, MA 01970 � Project# 10239468 o�s,c�e�: Ash Bowersock � ��R MLM � �s��+�*E 2014-11-25 Equipment on Interior Wall, Garage: � \ REVISIONS (N) Enphase RGMeter \ # BY Dace Notes (N)AC Combining Load Center � , �. (E) Driveway � 2 Equipment on Exterior Wa1C � ' i (E) Utility Meter \ < I � (N)J-Box(POI) � 5 i (N)AC 60A Fused Disconnect o Equipment on Interior Wall, Basement: � I (E)200A Murray Main Service Panel \ aa � e�;��° � � � o�° � � e 05 � a � A � � x � � `0 � (N)PV Array : m � 28 Solarworld Plus SW 275 Mono Black Modules LL (E)Single Famiiy Dweiling � 28 Enphase Energy M250-60-2LL-S22 Micro-Inverters w 7 OSBORNE HILL ROAD ' AsphalUComp. Shingle Roof a � (E) Stove Pipe 2"X 10" Rafters @ 16"O.C. � Pitch:40° � (E) Vent Azimuth:145° � � � � �. � \ /. o � / / � / ,�� 1/16„_ ��_�� \ /. � � x SITE PLAN (E) Property Line � � \ /. / � � w a � , � PV—A01 s FOR CONSTRUCTION `�`P//� 4 � PV ARRAY 1 -MECHANICAL LOADS UniRac SolarMount Mounting Notes: ��,`e` Array Area: 518.1 ft' Total Photovoltaic Dead Load: 3.32 psf • Total Quantity of Attachments=84 RGS . Array Weight: 1719.8 Ibs Avg. Dead Load per Anchor. p0.5 Ibs • Roof Zones are defined by dimension, e= 3.o n. E N E RGY Anchor Qry.: g4 • Maximum Allowable Cantilever for UniRac Rail is y3 the Maximum Rail Span c�:�-,��rd,.a��n:s��4. • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing Design Values by Roof Zone: Comer Egde Interior attached with 5/16"x 3-1/2"Lag Boit, Hex Head, 1&8 SSs 3z 7augwonk spur,ni2 Stong"mton,CT06378 • Ail Dimensions shown are to module edges, including 1 in. Spacing between Modules required when using the Top Clamp Method. Pnone Max. UniRac Rail Span: 48 in. O.C. 48 in. O.C. 48 in. O.C. (&50)5353370 - - - - - . The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order to suppoR the End Clamps. pax(ai3)5s3-zzzs Max. UniRac Rail Cantilever: 16 in. O.C. 16 in,O.C. 16 in:O;C. • UniRac requires one thermai expansion gap(6 in,) for continuous sections of rail greater than 40' in length Adjusted Anchor Span: 32 in, O:C: 32 in,O.C. 32 in.O.C: . Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub 11061&1cc, June 2011 GRID-TIED Downforce Point Load 313.8 Ibs 313 8 16s 313 8 Ibs . Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field PHOTOVOLTAIC SYSTEM Uplift Point Load: _�69.1 Ibs -169.1 Ibs -139.41bs conditions.All attachments are staggered amongst the framing members. 7.700kW DC�STC Minimum Anchor Strength: 707 Ibs Average Safety Factor. q.�p DANJOU, RAY (N)PV Array : 7 OSBORNE HILL ROAD 28 Solanvorld Plus SW 275 Mono Black Modules SALEM, MA 01970 28 Enphase Energy M250.60-2LL-S22 Micro-lnverters Project# 10239468 AsphalUComp. Shingle Roof 2"X 10" Rafters @ 16"O.C. oE��A Ash Bowersock Pitch:40° eE.nEwEn: MLM Azimuth:145� VERSIONDFiE. 2O 14�I 1'ZJ 33'-7" REVISIONS # By Date Notes 8" � z 3 4 „ 3'-3" 5 N `a N I �O' g 18�_2„ �s�_8�, ^ $ (E) Stove Pipe f m a m z 8,� a (E) Vent 8�� Pm N O 1 O�� uu[. .1�� C(�� 1 W 13�_4�� 2,�8�� 2��_z" 36 2 ,�, MODULE LAYOUT 2 3T-6" � Module Layout A PV-A02 1 Scale: 1" = 50'-0" s . FOR CONSTRUCTION //, Ground WEEB& ��`��✓i og\�Gk � ModuleClamp s�/1`e� , P\� S,N Z�yM°jj\e Rail w/L foomount E N RGY S , c�r�o9 Eco-Fasten a::.,a�,:F;.tl.,,�:e�w �es. �G�mp� Green-Fasten With CP-SQ-Slotted ha\ �Cr MOdUlB(TYP.) - 32TaugwonkSpur,Al2 � Psp 16 / Bracket And Aluminum Flashing Stonginron,CT 06378 �a�e�5�i ROOftOp Phone(860�535-3370 Z X�0 � 5/16"x 3.5"S.S. Lag Bolt Fax(413)683-2225 @16� Q G. w/2.5" Minimum PeneVation Sealed w/Approved Sealant GRID-TIED �yis PHOTOVOLTAIC SYSTEM 2^X 1� 7.700kW DC @ STC DANJOU, RAY 1 Attachment Profile Attachment Detail 70SBORNEHILLROAD Scale: 3/4" = 1'-0" 2 P ojectn#n1 239468 Scale: 1" = 1'-0" oesicHeA: ASh BOWBf50Ck 16" Ma�c Rene�R: MLM Roof Framing PV Module Rail Overhang 16" Max � Rail SpliCe Rail Overhang �as��o^TE. 2014-11-25 I « .. Roof Anchor (—;� � Landscape: N/A '�� REVISIONS & Flashing Portrait: —7.9 in. # By Date Notes L1J L, � Landscape: N/A z Anchors located � Portrait: —50.2 in. on altemate roof ' framing members i . i t .. i � �� 4 s � ,� " Stagger splice locations Min of 2 supports = 32" Max x within the each row of modules on either side of splice � M 4 Anchor pacin SolarMount Rail with a max spacing of 48" 3 Sta ered Attachment Detail T . � Rail Splice Detail Not to Scale -T Not to Scale � 122 in. I . � ��-`-- f'� � � 39.4 III. Module Freme X -- 5S BOII � gMowRing �� Nib mHoles A Uniac � � UGG1 m S018rwOrld N Plus SW 275 Q 65.9 in. mono black u��a�� Grounding Clip & Module V NM W Scale � � 0 WEEBLug SS Washer —+{ B�-- GrouM Wire � 8 N� Unirac Rail Distance from Module Corner Ss�p '�� VARIES Minimum Mapmum Long Side,A 6.4 in. 9.4 in. DETAILS Short Side',B N/A N/A ss Fmc ss eon 'Top-Clamps CANNOT be used on the ShoR Wa'�` Sides ofthe Module �� UL Approved Mounting Locations � Groundin Lu & Railn��xac PV-A03 i N.T.S.