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38 NORTHEY ST - BUILDING INSPECTION ' . $ 30� . c� go� .. .. . , �"t3- l - _ �, TheCommonwealthofMassachusetts INSPEC ION/�.�g�ICE °�y Boud of Building Regulations and Standards SALEM ��r Massachusetts State Building Code, 780 CMR � 1014 SE �'�e��?�'q ' Building Pem�it Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Sec[ion For Official Use Only Building Permit Number: Dat Applied: � � _9.�y/�� . Building Official(Print Name) Signature 'DatA SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 38 Northey Street 36 0017 . . 1.1 a Is[his an accepfed street?yes X no Map Number Parcel Number � 13 Zoning Information: 1.4 Property Dimensions: R2 residence-no change . � Zoning Dis[ric[ Proposed Use Lot Area(sq ft) Frontage(R) � 1S Building Setbacks(k) n/a • � Front Yard Side Yards Rear Yard � Required Provided . Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Informadon: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑ � � Check if yesO � SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner�of Record: � Cynthia Geller Salem, MA 01970 Namc(Print) � . City,State,ZIP 38 Northey Street g78-745-4573 cyndistar@aol.com ' No.and Street � Telephone Email Address . SECTION 3:DESCRIPTION OF PROPOSED WORKz(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.O Number of Units Other C>! Specify: solar � �� Brief Description of Proposed Worl�: Installation of a 10.45kW roof mounted solar array using 38 SolarWorld � SW275 Mono modules, 38 Enphase M250-60-2LL-S22 micro inverters,and all associated electrical work. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Of}icial Use Only Labor and Materials � l.Building $ g,000 1. Building Permit Fee:$ Indicate how fee is determined: 2.Elechical $ 34,000 �Standazd City/Town Applicafion Fee ❑Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical �Fire $ Su ression ' Total All Fees: $ 6.Total Project Cost: $ 43,000 Check No. Check Amount: Cash Amounr. ❑Paid in Full ❑Outstanding Balance Due: m�a�� q ( 5� i y� - SECTION 5: CONSTRUCTION SERVICES 5.1 ConstrucNon Supervisor License(CSL) 102054 10/6/14 - Michael Rotondo License Number Expiration Date Name�of CSL Holder 61 Gellette Road List CSL Type(see below) No.and Street Type Description Fairhaven, MA 02719 ' U UnresMcted Buildin s u to 35,000 cu.ft. R Restricted 1&2 Famil Dwellin Cityll'own,State,ZIP M Mason �� RC Roofin Coverin WS Window and Sidin � SF Solid Fuel Buming Appliances ' 401-215-7056 michaeLrotondo@rgsenergy.com I Insulation � � Tele hone . . Email address D �Demolition - � 5.2 Registered Home Improvement Contractor(HIC) tg27pg 4/6/15 � Alteris Renewables dba RGS Energy HIC Registration Number Expiration Date f ffiC Company Name or HIC Registrant Name . 32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com No.and Sfreet � Email address Stonington,CT 06378 860-5353370 � Ci /Town,S[ate,ZIP Tele hone SECTION 6:WORKERS'COMPENSATTON 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 AUTHORIZAT[ON TO BE COMPLETED WHEN OVVNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERM[T � l,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Enerpy ro act on my behalf,in all matters relative to work authorized by this building pecmit application. see signed authorization form attached ' ]� Print Owner's Namc(Electronic Signature) . Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By ente 'ng my name below,I h8reby attest under the pains and penalties of perjury that all of the information conta n in th's application is true and accurate to the best of my knowledge and understanding. _ l �a� � � Print Owner s or Authorized AgenYs Name(Electronic Si�a�ure) Date � � �� NOTES: L M Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the azbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at - www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps . 2. When substantial work is planned,provide the infotmation below: Total floor area(sq.ft.) (incWding garage,finished basemenUattics,decks or porch) . � Gross Iiving area(sq.ft.) � Habitable room count Number of fireplaces . Number of bedrooms Number of ba[hrooms � � Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open , 3. "Total Project Square Footage"tttay be subs[ituted Por"To[al Project CosP' � a�..rr^.n� � w..r.,—., . . y...a. . . �'M �I�j � -� = RGS 1 ENERGY ,r'�/,`�` Clean Powu.Hngin Sevings.� P,rpperty Own��Consent Form Owner. ��tnd � �fic,r `� �vhn (?�Un�ic, � � Address: 3� Nor�J'He.+� �;��'P.�s�' .�,.. + ,- . „ ' ' Town: Ju��rn . state: M A t - � z�p: � �• -I�c,�- �.- , ; , °Phone: � �1�$�` �`� �_ `'I�� . ; _ I hereby give permissipn �o RGS Energy°and their` •representative5 to pull the required permits for a solar ","installat(on on rnY property. � • ' , %, . � . . { 6 . ' � s . . . � � ' . .. ' � � ... . .. � , - .. � E � � , .� . . � k � . j . . F . . „ . .. ! . . . - . ' �oLt— �� / . � Yi � r)w �� ""��•� IY\M1 • .. .. . . _ ,�-k,N� `7•. ..2f� / � . � Property Owner Date v " 37 7'augaonk Spur,AI7,Swnington.Cl'0637& � 1e1.860535.3370 � ihx 413.6S11225 � RC:.t.�cery�coa+ �• � - - . ....r..k�., . .. _ �-�/�r, 'f,rr�il�arr�irinr�ii�✓� r/ '"� �(ri.;,;rii•�i%ir//; � r q. , . � ; Office of Consumer Aff'airs nnd Busmess Regulation ' J �--� ,,�.,r,. 10 Pnrl: Plaz� - Suite 5170 Bostan,Mnssc+chasctts 021 1 b Home ImProvemem Contructor Reeistration � Repfiirellon. 182708 , 7ype• PAv6te Coroarel�� Eipirellon. 1/df20f6 Trr 2J7222 ALTERIS RENEWA9LES INC. MICHAEL ROTONDO '—' ' 32 TAUGWONK SPUR A72 ----- . STONWGTON, ct 06378 IfpAnt�Addrer onA nturn epnl.N�rk reawn for eAnn¢e. - � ,1ddYt5t RH�ead Rmplo�meet I.on lnrA . � s['•� a x�rtsre . ..... ,— _ . -.i. r.}.,.m.r.�..v,>,.r•�t� ir'��».r.�.,a.. . 3.+r111Ut<�I/w�vmerA/Gh.6Unko�Nepb�{aa WrenunrrsplrlwtFop�Yliilfa�ieilisidolme6nir .� 6 WPROVfiM4M CONiRl1C10R e.ron iare+nr�.�r�.d,�a iffound rmora tu: . � irWon: -16Ii0B iyq: OflfceafCmnuuniAR�itsmJOtivnesiQe'ry'1{Ilno �t,iq�i�ilatl: �Rdt016 P�k7teCutGoretp, IOE�tph4rA•Suiie31T0 . . flnean�1YA Otl ld ALT'ERIS R2NEWABi,p91NL � u�cwm� aororeno � i TBYVLGSUTANG6NOR .:y;,�r,,, ,,�" .. , , . ��p•�0�� .�1'�d•� m�� . NalYslldwtlha�naltnbWrt • � vwsXUr�F�.1tU+4fn*'rMxrewdaMy .. �+�" . . , R�eKi+>MNN'M�Nw±M�e.e�a*+1"+�Mt�»>�. e"". n.:a,$:,.w. � Ce++www.`!y�,a�*ae' �� w. � � r`� '� ' ilNGd•('dr�� t a F 4�.. � �� tl �.. uu��ari.aa�n.�au. . � _ �. , , �.IifwikMA MN �t ♦ � � ' :, � 91 Kw � '.fi.L-.O.Oy► sv��wr•.'� . � �<,� enww�.nt.«� M#k70/s � �� ' • �.� �w.�w.�+�- ,acoRO� CERTIFICATE OF LIABILITY INSURANCE DATE�MMIDD/YYYY) L� vinol5 12/30/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ON�Y 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 CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER�S), AUTHORIZED REP.RESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTAN7: If the certifiwte holder is an ADDRIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of tha policy,certafn policies may requlre an endorsement. A statement on this certifwte does not confer rights to the certificate holder in lieu of such endorsement�s). vnoouceR Lockton Companies,LLC Denver NAMEpCT 8110 E.Union Avenue PHONE F,ix Suite 700 E MA�� AIC No: . � DenverCO 80237 ADDRESS: (303)4I4-6000 INSURER S AFFORDING COVERAGE NAIC A INSURER A:FiLSI S 0CI8I Insurance Co ora[ion 34916 INSURED p�terisRenewables,IOC. INSURERB:Z. � gn - j �' 1344665. dbaRealGoodsSolar . wsureenc: me R1verIn CanceCom an (2203 � dba RGS Energy iNsursen o:Starz Indemni &Liabili Com an 38318 32 Taugwonk Spur,Unit Al2 � � Stonington,CT 06378 INSURER 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 POLICY PERIOD INDICATED. NOTWITHSTANDING ANV REQUIREMENT,TERM OR CONDITION OF ANV CONTRACT OR OiHER 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. �� T'PEOFIN511RANCE �RSNNU POl1CYNUMBER MIDOYIYYri MM�D�P ��dRS A GENEna�upe�utr N N IRG200O52ROI 1/1/2014 I/i/2O15 ACHOCCURR N " X MMERCIALGENE BILITV DAMAGETORENTE� PREMISES(Eaoccurrence) E SQQQQ CWMS-MADE X OCCUR MEDEXP An one erson $ . GERSONALBADVINJURY E ��OOO�OOO GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG POLICV J{ PR0. lOC $ B auroroeaeuneum N N BAP5852403 1/I/2014 i/V2015 (Ee accitlent) $ X MIYAUTO BODILYINJURY(Perpereon) E X ALLOWNE� SCHEOULED BOOILVINJURYPerawitlent E AUTOS AUTOS X HIREDqUiQS X AUTOSWNEO PROPERTYDAMAGE $ �'�(�(XXXX E XXXXXXX C X uNBrtEupLlne X OCCUft N N 000557241 1/I@O14 I/1/2O1S enCMOCCURRENCE $ IOOOOOOO � X ��5� CwMs-MAOE �000020609 1/I/2O14 I/1/2015 qGGREGATE 5 DED REfEMIONE $ B ax�Exrsov�cs�uns�m rix N H'C5852405 1/1/2014 1/1/2015 X TORYLIMIT eR ANYPROPRIETORIPARTNEILE%ECUTNE ' E.L.EACHACCIDENT $ OFFICEWMEMBERE%CLUDEDi � N�p (MaMatorylnNN) , E.L.UISEASE-EAEMPLOVEE $ � OOOOOO Hyes,EesmbewMer . � . OESCRIPIIONOFOPERATIONSbelow - E.L.DISEASE-POLICYLIMIT $ DESCRIPTION OF WERATONS I LOGATONS 1 VEHICLES (Atla<h ACORD 101,AA6tional Remarka ScheAule,H mom npace ie requlieA) CERTIFICATE HOLDER CANCELLATION , � SHOULD ANY OF THE ABOVE DESCRIBED POLIGES BE CANCELLED BEPORE� THE E%PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICV PROVISIONS. � �'168$'Z�'.� AU7HORREDftEPRESENTATiVE For Evidence Only Q��/ �/ C / G l"l, ` ie.( . ACORD YS�YO'IO/O5) � Tha ACORD name antl logo are regleteretl marke o/ACORD �1 88-2010 ACORD CORP 710N.All rights reserved • � The Commnnwealth afMassachusetts ' Department oflndustrial Accidents Office oflnvestigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers �! Apalicant Information Please Print Leaiblv Name�eus�nessiorgan�zac�o�nndivid�aq:_ Alteris Renewables Inc. dba RGS Enerqy Address: 32 Taugwonk Spur Unit A-12 City/State/Zip: Stonington CT 06378 Phone#: (860)5353370 Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 120� 4. ❑ I am a general contractor and I 6. ❑Ncw construction �� employees(full and/or part-time).* have hired the sub-contractors � . 2.❑ 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 mc in any capacity. workers' comp.insurance. 9. ❑Building addition � [No workers'comp.insurance 5. ❑ We arc a corpora[ion and its required.] � officers have exercised their 10.❑Electrical�epairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions mysel£ [No workers'wmp. c. 152, §1(4),and we have no 12.❑Roof rcpairs insurance required.] t employees. [No workers' � comp,insurance required.] 13.0 Other solar panels *Any applicant Ihat checks box#I must also fill oul thc scction bclow showing[hcir workas'compcnsa[ion policy infonna[iort � � t Homcowncrs who submit this affidavit indicating thcy arc doing all work and then hirc outsidc contracrors must submit a ncw affidavit indicating such. xCon[rac[ors that chcck this box inust attachcd an additional shcct showing thc na�nc ofthc sub-contracmrs and[hcir workcrs'coinp.policy infonnation. � I am an employer lhat is providing workers'compensatian insurance for my employees. Be[ow is the policy and jo6 site � information. . � Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address � 38 Northey Street City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation policy deciaration page(showing the policy number and expiration date). � Failure to secure coverage as required under Sec[ion 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 penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a wpy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verificatioa � !do here6y cert nder the pains nd penalfies of perjury that the informatian provided above is true and correct. Sienamre: � Date� �(a1'�� Phone#: (860)5353370 Official use only. Do not write in this area,to be comp[eted by ci(y or[own o�ciaL I City or Town: PermiULicense# � Issuing Authority(circle onc): � . 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other ContactPerson: Phone#: APEX Engineering www.thestructurals.com !'� . 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 AV�� Telephone: 408.379.2068• apex@thestructurals.com Q►` `� �� o Thursday,July 17, 2014 �i , G-^.'- �. 5319-14 10127083 GELLER C.Roberts MA RGS �'" , , T.-- �. ROOF Photovoltaic RI��.1'.__� �� DC Ratin : 1 .4 "--��Z�� ' � g 0 5 kW ��=--; Geller, Cynthia •�- __ -- - M.,�. ,�.-p:e-� Saleorthey St 42 m, MA 01970 ' �-='-�' i_-�-__�.=-��_? Jurisdiction: City of Salem �� '�� To: Building Department, '� l`�-1 .� ��,JI �. The aforementioned structure has been examined and it has been determined that the structure can support the proposed 10.45 PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing 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-OS Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 100 mph, exposure C, snow load of 19 psf and PV Panel of 3.30 psf. The PV attachment at 36" 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, ��,tH oF M,�� Gmmw wEEe a ModWe C7amp � n�onnas r.�'a u��sa� � � YATES m ��-� o CML m Green Passen Flasnug: NO..�l��.� / E00.GFt-BLK$12N�Rh AL C�-�Q R��PIn'PJ -��,,,.- , ECPCP-SO Canqession BraUcet ��/STE � 5/t6k 3.5'S.S.4g Bdt . r ' x02.5"Mmimum Perretration Expires: 06/30/2016 �5��g ��OW'ay°`°veds�'m � Yxe o�. n Attachment Detail U s�: i•=r-0- � APEX Engineering www,thestructurals.com !.� 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 AV�Oj 7elephone: ao8.3�9.2osa• apex@thestructurals.com � �Oe P�� a Thursday,July 77, 2014 5319-14 10127083 GELLER C.Roberts MA RGS �i 4�-��—_� ROOF Photovoltaic a1'I� ` �� ] , I DC Ra in • �'y�� ' �• t g. 10.45 kW ��__� Geller,_ Cynthia •— _ 42 Northey St CA� � ��n___� Salem, MA 01970 Jurisdiction: City of Salem ��- �L��, - To: Building Department, � The aforementioned structure has been examined and it has been determined that the structure can support the proposed 70.45 PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing 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, snow load of 19 psf and PV Panel of 3.30 psf. The PV attachment at 36" 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 sel'f-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, -``tN�F Mq c�a�ra w�e a . y�w' 8`Py^. � Mo0¢Ic qamp . � �t+omas.►.'�� u��,�sa�� YATES 'N^ ��-� c�i CML m Gre�Posten Flasn'vy: .DN�o.51039 ,..-", EC0.GF1-BLK.812 Wrth � '� �O� NbCule(TYP:) ECOCP-SO Com�ession B�acket A�c�lBTEP �y-'` .� ��l`*�(7NAL� �� / �16'S 3.Mmimum Pe�reVation Expires: 06/30/2016 � ��a° �s ��e°W"w�o�eas�''°t Yx0�° (� Attachment Detail U �: �•_,.-0. � c , , Sunmodule%Plus SW 275 mono black 3,�,,.w�.,oa � �, � 7UVPowercontrolled: � �T�'a^•�^�•^^� Lowestmeasuringtoleranceinindustry � O•�00001��3, .II. Every component is tested to meet � 3 times IEC requirements J � �Designedtowithstandheary , � . , J aaumulations of snow and ice � - O Sunmodule Plus: Positive performance tolerance ' J �. 25-year linear performance warranty and 10-year product warranty J . . -.n... Glasswithanti-reflectivecoating J Wodd-dassqualRy m�� r , � �� Fully-automated production 1(nes and�seamless monitoring of the process and material p�E :°.'�,�d�„°1'0 'A "'° �.e�,....�_�N l—l:��: ensure the quality that the company sets as its benchmark for its sites worldwide. a�,��,J' . SolarWorld Plus-Sorting ' �\��p SA� Plus-Sortingguaranteeshighestsystemefficiency.SolarWorldonlydeliversmodulesthat � „,�.o,..�.,�, c us have greater than or equal to the nameplate rated powec �� u�7703 25yearslinearperformanceguaranteeandextensionofproductwarrantytol0years � [ � , „ SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of � � 25years,asignificantaddedvaluecomparedtothetwo-phasewarrantiescommoninthe industry.ln addition,SolarWorld is offeringa productwarranty,which has been extended to 10 years.' 'in accordance with the applicable SolarWodd limited Warranty at purchase. II I I I' wwwsolarwoddcom/warranty - � SOLARWORLD �� soiarworie.com We turn sunlight into power. r ►� [ � Sunmodulp%Plus SW 275 mono black PERfORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m',NOCT,AM 15 � - � Maximumpower P 275Wp Mpximumpow¢i G 2p37Wp Open rircuit voltage V� 39.4 V Open cireait voltage Vm 35]v MoximumpowerpointvoMage V 31.OV Mazimumpowerpointvoltoge V o 28.1V Short tirsuit rurrent � I mo 9.58 A Shart ciiroif current I Te 775 q Maximumpowerpolntcuirent I 894A Moximumpowerpointcurrent I 722A ' - 'STGIOOOw/m�,1SC,AM1.5 Minorceductionineffi<ien<yunderpartialloadconditionsal35'Gat100W/m�,100. 1)Measuringtolerance�P„)traceabletoTUVRheinland:+/�2%(TUVPowerConholletl�. ('/'��)oftheSTCefficien<y(1000W/m+�isachieved. COMPONENT MATERIALS THERMALCHARACTERISTICS � • � � Cellspermodule 60 NO[T 4B�� [elltype Monocrystailine TCI�� 0.04�/'C ('¢�Idimensions 6]4inx614in(156mmx156mm) r�� " -030%/'C Front Temperedglass(EN12150) r�P � -0.45%/"C Fmme Blackanodizedaluminum ' Opemtingtempemture -40°Cto85'C W¢ight 46716z(212kg) � �� SYSTEM INTEGRATION PARAMETERS lY i000w/m= Maximum rystem voltage 5C 11 1000 V � 800 W/m� Max.rystem voltage USA NEC 600 V Maximum ieverse current 16 A ---��— -- Numberofbypassdiodes 3 a 600 W/m� � � ULDesignLoads' Tworailrystem »3psfdownward 400W/m' � 64psfupward' 4 ULDesignLoads' Threeroilrystem »Opsfdownward `3� 64 psf upward 200W/m= IECDesignLoads• Tworailrystem »3psfdownward 100 W/ms - 50 psf upward I r ' r__ _ 'Pleaserefertothe5unmoduleinstalbtioninstmctionsforthedetailsassociatedwiM I rYi 1 IhC5210ddCd5P5. . ModulewlUge�Vl V�' . . � ADDITIONAL DATA � 1c4 3Z6A(951) Powersartiny' -OWp/+SWp ti 1-Box IP65 Module/eads PVwireperUL4703withMC4ronnectors 1133(288) Moduleeffiriency " 16.10 0 Fiie mting(UL 790f Class C Glau Low iron tempered with ARC . 4130 QO50) � , _ � Version Ob 153 ].Sframe VERSION 2.5 FRAME 65.94�7675) bottom - mowting • Compatiblewith both"Top-Down" . holes � D and"Bottom"mounting methods � ' • jGroundingLocations: ry �-4 mmers of the frame -4locations along the length of the module in the extended flange* 13i 34 i xq , �a.zo non' . . 112(311 �39.41(1001)� . � �nll units prwided are imperiaL SI units prrnided in parentheses. � SolarWoddAGreservesUer"�ghttomakespecificalionchangeswithou[nolice. $W-01-6025U502-2014 �a a8G . �� b ; �� i � �� + : 4 „� � r' �� r d.�a� ¢ �' ��+ ' � �a '�� " ��- �. � � ,, �?�i, � �, .:�. �F ` . .{ " , <�i t� i", s� � `��"' . ! . ��{�� +¢!� sy t;� I�,��"��„ ' Fm l�s � t � � , E`>+P a- � .• � e ur " i , g q —��g �' � , k �} . �� y.�� `I '.n.{�� ip � � �� r' i' I ��5 }�:~ zt r} �� i� i$ i� e . !f 5� � .€: � p .. :,,� ` '��, ,@7^ � y ' yq d} f 1 Y..�e q X i f a «. �. 1�^it� � � �[ r E .�i� �. �,. i #� . i �. ,� , ! 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'�:.m.rz �,. ...�- ,�..., v.�..�'r ' _ -,.- _ . , :,.,-,�., . _ . . _. , ,. , . .� .. _ .,,,. �. �.. . . -_.�,F...,,.. � .. , .�.y�. ra-. .-_. . ��..-. � � EcoFasten Solarm g77-859-3947 Committed to the Support o(�Renewoble Energy d � � . �',. � g .. .. .. .� . - .. . . a x � n B 3 a � � 0 3 � , a G � C O - N O W - O v </ �o � � � � \ � � �. i+ W O v V p i+ N X O O �f O ' � O ,._I— O � i� � � I �.F i = O ' Z � N } D c / cn. � � � I / � V m , Z n D 3 � v m � Z � � _ o' � � � v � °; p `D C N , � n x �°n� � N � � 3 � C _ c. � D � m c `^ � � � � � R c � T � � <p '— L_ f r ' �} �` ra+ "'�� ,7�� _ �n A�by�!ti �'q �r� GREENFASTEN'" PRODUCT GUIDE - GF-I � ' ! Specifications � � � . k r �� , � � � �- PART I — GENERAL 1.3 SUBMITTAL - � 8. Fasteners(may be supplied by others)to be ±�2+' A. Submit manufacturers written specifcations. compatible with chosen roof application and - 1.1 SUMMARY �B. Submit standard produd cut sheets. P P �#, � � meet s ecifed ull out values as shown in load €3 � A. WORK WCLUDES testdata. s} G Submit installation instructions. � I. GreenFasten solar attachment bracket that D. Submit product specifc load tert data,showing C. Base flashing is.032 gauge aluminum embossed � Y ��; attaches directly to the roof deck. ultimate and allowable load values. to accepT EPDM bushing.. �+ 2. Provide appropriate bracket and fasteners ` �. �� . for the roof syrtem. � . D. Bushing is EPDM. � � . 1.4 QUALITYASSUR4NCE _ t'k� ' ` B. RELATED SECTIONS Installer to be experienced in the installation of E Stainless steel bonded washer is 302 stainless �� i�'{a I.Section 07600:Flashing and Sheet Metal specified roofng material and snowguards for no less and EPDM. �i ,� " i 2.Sedion 07500:Roofing than 5 years in the area of the project. , .�;�; . 3.Division I:Administrative and procedural 23 FINISH—Mill Finish �j, � � requirements � 1.5 DEIJVERY/STORAGE/HANDLING a A. Bracket is mill fnish aluminum r f��"ty b�'y:'�� 4.Division7:Thermal and�Moisture Protedion Inspect matenal upon delivery.Notify manufacturer � � t� B. Base flashing (choose one) within 24 hours of any missing or defedive Rems.Keep �,� '��' � �� # ��N � 1.2 SYSTEM DESCRIPTION matenal dry,covered,and off the ground until installed. I.Mill Finish � 'r �'t'�'� v A. COMPONENTS: � � " �( � �� {! w I. GreenFasten s rtem consists of aluminum 2 Black-kynar painted � ��4 � { � �, Y PART 2 - PRODUCTS r� �F � t��.:, o flashing with integral EPDM bushing and one � . 3.Dark Bronze-kynar painted k v bonded stainless steel and EPDM washec � Z.� MqNUFACTURER �� < F,��`;.� v 2. fasteners .�F , j� ��'� � z EcoFasten Solar° PART 3 - EXECUTION �� ` :,.To be of inetal compatible with aluminum � � � ° � g,�� r GreenFasten components. z89 Harrel St Morrisville,VT 05661 �,��[jtY �r''" � a B.Fasteners should be selected for �$n) 859-3947 3.1 EXAMINATION �' #'+3�+}� � compatibiliTy with the roof deck. � .`�^^"�'�ecofastensolar.com. . � A. Substrate:Inspect strudure on which brackets o� q Y> � �e �'= v . , � are to be installed and verify that it will withstand � �- � CFastener strength should exceed or be equal z z� MATERIA�S any additional loading that it may incurred.Notify ��'�� ' � o. to that of the allowable load of the system. - . , 4 � Fry��. y A. Attachment Bracket General Contractor of an defciencies before �� ' � t P � � See test data at www.etofasrensolaccom 6000 Senes Aluminum (choose one) installing EcoFasten So�ar brackets. � "�k!�, . '�� E 3. Sealant(if required by roof manufacturer): B. Venfy that roof ng material has been installed ,,' `f �- f �'`�^ E to be roof manufadurer approved. L F-I I I - . � � * i.�i 2. L-I 01-3" corredly prior to installing solar attathment brackets. , ,t 4. Aluminum attachment bracket ' �' ,' � � � 3. L-I 02-3" , ± � ��F` °�` 4. CP-R 3Z IN57ALLATION B. DESIGN REQUIREMENTS: - �'" '.,? '�� 5. CP-SQ A. Comply with architectural drawings�and ,n I. Bracket spacing to be recommended by y. - w . � project engineer's recommendations for location • � projectengineer 6. SL-102-6" 7. Z-101 �of system.Comply with Manufacturers written t �� ^m 2. Install a minimum of one fastener assembly installation instructions for installation and la out. � ��k � �;, a 3. It is important to design new strudures or 8. Curtom � . Y - t y � o assess exirting rtructures to make sure that � ' '�� ` ��.. '^ they can withstand retained loads. � � .. ,�'.:{p a; . . ! ,� LL I�T� i- w ' '� jf .: , � � 'j . �( f, � , O EmFarten Sola/J All mn�ent pmtecred under cobyright NI righa reserved. @l16/I I $�.$-I !R � l � '�'.�i �� '�j'. - - . ! � i y �+ �`i�'16� ify�'�"' � � �e ' GREENFASTEN`" PRODUCT GUIDE — GF—I �" American Wood Council Lag Bolt Pull-Out�alues p '� � � ,,r :i , .; ,s;, , � ,-; ��,�: _ � �;�� ' , , �`; � }�,� � t' , � �� Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) � � � � „ , �"7 Lag screw specifications �� Speci fic ' 5/I b"shaft� ��€� � � � � - Gravity _� � f��F� �� ,, - per inch thread depth �"�iG t v �� , � i, w Douglas Fir,Larch 50 266 ��I� f� ,� , y. a Douglas Fir,South 46 235 �' +° , � ''� �"� ' v Engelmann Spruce,lodgepole Pine .46 235 4�� t f� '� � v (MSR 1650 f&higher) � r�. , � , ' s � ',i �X� # � ' � Hem,Fir,Redwod (dose grain) .43 212 �� q ;� ' n Hem,Fir(North) 46 235 � � ��, �4�� v Southern Pine 55 307 Depch � �, - o � Spruce,Pine,Fir .42 205 I � � ' � ��' � $ Spruce,Pine,Fir 50 266 L +�� F � �� (E of 2 million PSI and higher - �` �r `, � �'� � grades of MSR and MEL) ' � ,� � .. y, ' v . . _ . �. o, M _:�, - � � , ,� � , ,� � `" � # � „ : � � � „ . o ,.,� �, � ix ' , « �S� ' � +�t'�� , , o �' {P � w { •�OEmFartenSolaf�JAllcon�en[pmrettedundercopyrighcAllrightsreserved02/IbIII $eC.b-I f � ) ! . . . . . . . . :e�U N I RACx . N NILI l GH00�(OMVANY SolarMount Technical Datasheet � Pub 710818-1td W.0 August 20N . II SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 ISolarMount Beam Connection Hardware.....................................:....................:...........3 L-Foot...........................................................................................................................3 SolarMountBeams...........................:..............................................................................4 SolarMount Module Conr�ection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer ° Battom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see alloys: 6005-T5,6105-T5, 6061-T6 Up Clip no s� ^ 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'/."-20 ASTM F593 bolt,one'/"-20 ASTM F594 serrated flange nut, and one Y."flat washer ' �"y � 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 ftom 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 � � Direction 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 ; _ C_ � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 �..�X Sliding,Zt 66(292) 27(119) 2.44 41 (1S1) 0.619 � Dimensions sp'ecified in inches unless noted � a 1 . . . . - . . . . :e°U N I RAC� � n mui r,xour mmnnrvv SolarMount Mid Clamp Part No.302107C,302107D,302103C,302104D, ' 302105D,302706D Ra Bolt Mid clamp material:One of the following extruded aluminum Mid �a e Nu • alloys: 6005-T5,6105-T5,6061-T6 Clamp • Ultimate tensile: 38ksi,reld: 35 ksi � • Finish: Clear or Dark Anodized i • 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 - - I Applied Load � Averege Allowable Safety Design Resistance �mom,wa�--��-��---' Direction Ultimate Load Factor, �Load Factor, ��¢�� 'l�� .— 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 � � ; — 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,302002C,302002D,302003C, � � . 3020030,302004C,302004D,302005C,3020050, � ` , 302006C,302006D,302007D,302008C,302006D, ' . 302009C,3o2ooeo,30207oC,302011C,302012C • End clamp material: One of the following extruded aluminum ° _ alloys:6005-T5,6105-T5, 6061-T6 . /�"��olt • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: qear or Dark Anodized ,,{/ End clamp weight:varies based on height:—0.058 Ibs(26g) � : d6 Clamp • Allowable and design loads are valid when components are Serrated - assembled according to authorized UNIRAC documents Flange Nut • Values represent the aliowable and design Ioad 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 Y:'-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 �_�X � �s ,� — Applied Load Average Allowable Safety Design Resistance _�M°1HOM_ 1�� Direction Ultimate Load Factor, Loads Factor, , ,�,p„ -��! — Ibs(N) Ibs(N) FS Ibs(N) m �g � �� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 '"� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 �� Sliding,Xt 142(630) 52(231) 272 79(349) 0.555 Dimensions specifi—ed--'ia-insdesunless-aeted . .. . . . . . . . ::UNIRAC' I N NILiI 6NOtIP LGMVANV SolarMount Beam 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 • L-Foot weight:varies based on height:—0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized I �� Bolt � � UNIRAC documents � L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593'/d'-16 hex head screw and one errated ASTM F594'/a"serreted flange nut � Flange Nu - •Use anti-seize and tighten to 30 ft-Ibs of torque - • Resistance fadors 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 � �,�� Applied Load Average Safety Design Resistance nsorwa � Direction Ultimate Allowable Load Factor, Load Factor, ��`�� Ibs(N) Ibs(N) FS Ibs(N) m �� _� " �- Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches uniess 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 m • . • • . � . . " ii°UNIRAC � AHIItIIiftUUPfOMPM1NY � SolarMount Beams Part No. 310132C, 310132C-8, 310168C, 310168C-6, 310168D 370208C, 310208C-B, 310240C, 310240C-6, 310240D, 410144M, 410168M,410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 I � Approximate Weight(per Iinear 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 0.221 � � Moment of Inertia(X-fbcis) in° 0.464 1.450 . Moment of Inertia(Y-Axis) in' 0.044 0.267 Radius of Gyration(X-Auis) in 0289 1.170 . Radius of Gyration(Y-Axis) in � 0254 0.502 SLOT FOR T-BOLT OR l,�Zg� � 1 - � SLOT FOR T-BOLT OR �"HIX HEAD SCREW %^HEX HEAD SCREW 2X SLOT FOR S�o7 roa . BOTTOM CLIP � BOTfOM CLIP � � 3.000 1316 � SLOT FOR 3�8" HEX BOLT � SLOT FOR 1.385 3�" HEX BOLT .387� 750 i107 �, 1, 1.875� . • ` � � �_.►X �.��X . . SolarMount Beam . SolarMount HD Beam Dimensions specified in inches unless noted 1►/, � =� = RGS ( ENERGY '//,``` Clean Pawer.8right Savings. ' � August 27,2014 City of Salem I 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 send to us. Thank you and let me know if you need anything else, A.�.�,,�'"`'� Kim Hendel Operafions Specialist � � RGS Energy _ , 32 Taugwonk Spur Road,Al2 � Stonington CT 06378 Ph 560-535-3370 - Fax 413-683-2225 kimbedy.hen de 14�JRGSenergy.com 32 "Caagwonk Spur,Al2,StoningCon,CT 06373 I tel. 860.5353370 I fax 47.3.683.2ZZ5 I . RGSLnergy.com FOR CONSTRUGTION ��0�/' - Grid-Tied Photovoltaic System xcs DC Rating: 10.45 kW ENERGY Geller, Cynthia `��e��'wef `�'�`Sa��^�S 42 Northey St 35tongintonkCT06378Z ' Phone(860)535-3370 S81em, MA 01970 Fax{a�a1 esa-zzzs . Jurisdiction: City of Salem GRID-TIED Sheet List PHOTOVOLTAIC SYSTEM Sheet No. Sheet Title 10.45kW DC� STC SCOp2 Of WOfI(: GQII@I'aI NOt@S: GELLER, CYNTHIA RGS Energy shall insta�l a 10.45 kW Grid-tied Photovoltaic("PV") System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-000 COVER 42 NORTHEY ST totaling(38) Solarworld Plus SW 275 Mono Black Modules with (38) Enphase Of Salem. PV-A01 SITE PLAN 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 City Of Salem. Project# 10'127083 mounted on the asphalUcomp. shingle roof and interconnected via supply side 3. Construction Hours: 7am-8pm Monday-Friday, 9am-Bpm Saturday, ' PV-A02 MODU�E LAYOUT tap. No time on Sunday or legal Holidays. PV-A03 DETAILS °E51GNEa Eduardo Gurrola 4. Product Data Sheets shall be included. � a��R. Colin Roberts EC�Ulplil@Ilt Sp@CIf�CBtIOf1S: 5. Rooftop penetrations shall be completed and sealed per code by a PV-A04 MATERIALS �Rs�oNOA.E 2014-07-16 Module: (38) Solarworld Plus SW 275 Mono Black licensed contractor. PV-E0� ELECTRICAL DIAGR.4M REVISIONS Inverter 1: (38) Enphase Energy M250-60-2LL-S22 8. All Photovoltaic modules shall be tested and listed by a recognized laboratory. PV-E02 SYSTEM CALCS # BY Date Notes Racking: UniRac SolarMount 7. Certifications shall include UL1703, IEC61646, IEC61730. Attachment Flashing: Eco-Fasten Green-Fasten with 8. PV array ungrounded per Article 690.35. PV-G01 StGNAGE , CP-SQ-Slotted Bracket and Aluminum Flashing 9. DC Wiring shall be run in metal conduit or raceways within enclosed z spaces in a building. 6 3 '10. Conduit,Wire systems and Raceways shall be located as close as � 4 I�OOf $()@CIfIC8tIO11S: possible to ridges, hips, and outside walls. � Roof 1: Roof 2: Roof 3: 1 t Conduit between Sub Arrays and to DC Combiners/Disconnects shall 5 � � AsphalVComp. Shingle AsphalUComp. Shingle AsphalUComp. Shingle use guidelines that minimize the total amount of conduit by taking the (Single Layer) (Single Layer) (Single Layer) shortest path. � 2"x 8" Rafters @ 18" 2"x 8" Rafters @ 2"x 8"Rafters @ 12. Space Requirements for elecVical equipment shall comply with NEC 1 O.C. 18"O.C. 18"O.C. Article 110. Pitch: 33° � Azimuth: 135° Pitch: 33° � Azimuth: 225° Pitch: 33° � Azimuth: 225° 13. Equipment grounding shall be sized in accordance with Table Array Size: 24 Modules Array Size: 7 Modules Array Size: 7 Modules 250.122. 14. Connectors that are not readily accessible and that are used in the $ $14@,$p@CI�IC8410flS: � circuits operating at or over 30V AC or DC shall require a tool for � Occupancy: II opening and are required to be marked"Do not disconnect under !� ^� x load"or"Not for current interrupting", per 690.33(c)&(e). Design Wind Speed: �00 MPH � Exposure Category: C 15. All signage to be placed in accordance with local building code. � III m Mean Roof Height: 25 ft 16. Signs or Directories shall be attached to the eledrical equipment or � " Ground Snow Load: 40 PSF(Reducible) located adjacent to the identified equipment. m Adj. Roof Snow Load: 19.0 PSF 17. Signs should be of sufficient durability to withstand the environment yLL 2014 National Electncal Code NEC 9 ngreved or machine � � � �.., - � 3„ ,,J// - 18. Any plaques shall be metal or plastic wrth e P„� < All WOI'k t0 b@ I� COIYlp118(1CC Wlth: printed letters, or electro-plating, in a red background with white ;�`��°Pd ��.,,,a �,, ,r� � � lettering, a minimum of 3/8" hei ht and all capital letters. ,�'� � �� a=� v,, �,,,� 2009 lntemational Residential Code(IRC) ' ��v*s� -t, '' '°� ,�°�, 2009 Intemational Building Code(IBC) ; ^`� '= ` �""•�,#,,,��t�� N2012 Intemational Fire Code(IFC) * ��,� 4;E` �; ' +j ;. a� ` � 2012 Uniform Mechanical Code(UMC) �(� ; � �� °' � "'��+ " � 2012 Unifortn Plumbing Code(UPC) � ��,✓� .w ,�;�� ~�'e; ` ' MA 780 CMR, 8th Edition r°`,'� �'�� , ��`'°�� ''+�''''�., � ✓`*, � -including 2/4/11 revisions to Tables R301.2(4)& R301.2(5) ��`,r'` �-" ��1fi`�.✓S� , � i�� "" N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other � ,� . , t ,�! ,v ,� ��.�I SVuctures '�� ' „r>,''` �� t �� ,'^= Ja COVER , As amended and adopted by City of Salem ��.-:++ ` � �� ,� 4 '�,�;�°.,� �°�� .:�-�s""'° �.�� .�a,.{. �Sy"s� z 4�'< � L�� .. < h R q��. � T�.e '�� ¢ ° �> !i �� n � �9�� :��. � ��b ; �� PV-000 Ili I �, FOR CONSTRUCTION e\1///' o � �,/'�e� / ^ RGS � \ ENERGY i�aow�..en�rc��,�qs. / \ 32Taugwonk5pur,Al2 Stonginton,CT 06378 � • • Phone�860)535-3370 / \ fax(413)683-2225 / ' \ GRID-TIED PHOTOVOLTAIC SYSTEM , , • � 10.45kW DC @ STC / �C (E) Property Line GELLER, CYNTHIA 42 NORTHEY ST / \ SALEM, MA 01970 Project# 10127083 (N) PV Array 3: oEs��ER: Eduardo Gurrola 7 Solanvorld Plus SW 275 Mono Black Modules R��R Colin Roberts 7 Enphase Energy M250-60-2LL-S22 Micro-Inverters / ver�sioHon�e Q014-07-16 Asphalt/Comp. Shingle 2"X 8" Rafters @ 18"O.C. ' REVISIONS Pitch33° / � Azimuth:225° / # By Date Notes / z • (E)Singie Family Dwelling O ' 3 / a �` 5 d (N) PV Array 2: / � 7 Solarworld Plus SW 275 Mono Black Modules p 7 Enphase Energy M250-60-2LL-S22 Micro-Inverters AsphalUComp. Shingle � / 2"X S" Rafters @ 18" O.C. Pitch:33` ' Azimuth:225° - S X (N) PV Array 1: 0 1'0,1, . 24 Solanvorld Plus SW 275 Mono Black Modules h�,y / 24 Enphase Energy M250-60-2LL-S22 Micro-Inverters m Sf , Asphalt/Comp. Shingle Roof m °ao o° / 2"X 8" Rafters @ 18"O.C. Pitch:33° h Azimuth:135° z < . ^ Basement Equipment: n (E) Utility Meter � (E)Main Seroice Panel (N) Fused PV AC Disconnect - (N) Enphase RGM & Envoy �E 1l16"_ '1'-0" (N) PV AC Combiner Panel x SITE PLAN W E _ PV-A01 5 , FOR CQNSTRUCTION ��,1//' PV ARRAY 1 -MECHANICAL LOADS 3� Attic Vent Hatch � � i� �� Array Area: 4q4.1 ft' Total Photovoltaic Dead Load: 3.33 psf �� 46'3�� RGS , Array Weight: 1479.9 Ibs Avg. Dead Load per Anchor. 23.9 Ibs 20'-1" 9'3" 13'-5�� E N E RGY AnChor Qty.: gz —� GleenPowe�.BngM.SaHngs. Design Values by Roof Zone: Comer Egde Interior z 6 � Z-6 3z'rau�vonk sPur,Aiz Stonginton,CT 06378 Max. UniRac Rail Span: 60 in O:C, 60 in. O;C. 60 in O.G vhone(s6o)535-3370 Max. UniRac Rail Can6lever: 20 in. O.C. 20 in. O.C. 20 in. O.C. Fax�a1a)5a3-zzzs Adjusted Anchor Span: 3g in. O.C. 36 in. O.C. 36 in O.G GRID-TIED Downforce Point Load: 27g,9 Ibs 278.9 Ibs 278.9 Ibs 15'-11" 11'-1" PHOTOVOLTAIC SYSTEM Uplift Point Load: _�90.8 Ibs -190.8 Ibs -157.4 Ibs 10.45kW DC @ STC Minimum Anchor Strength: 7071bs 22�_�� GELLER, CYNTHIA Average Safety Factor. 4.16 42 NORTHEY ST 3'-4" � 13'-5" �}' I SALEM, MA 01970 PV ARRAY 2- MECHANICAI LOADS Chimney .{L— 10' Project# 10127083 Array Area: �Zg.S k' Total Photovoltaic Dead Load: 3.25 psf Ip .1, oEscHeR. Eduardo Gurrola Array Weight: 421.3 Ibs Avg. Dead Load per Anchor: 23.4 Ibs AnchorQty.: �g �� R�E�R: ColinRoberts ��s�o��*E 2014-07-16 Design Values by Roof Zone: Comer Egde Interior �, A REVISIONS Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. 23'-6" # BY Date Notes Max. UniRac Rail Cantilevec 20 in. O,C. 20 in. O.C. 20 in. O,.C. �, , Adjusted Anchor Span: 3g in. O.C. 36 in. O.C. 36 in. O.C. 36' Downforce Point Load: 278.2 Ibs 278.2 Ibs 278.2 Ibs (N) PV Array 1: 2 Uplift Point Load: -191.3 Ibs -191.3 Ibs -157.9 Ibs 24 Solarworld Plus SW 275 Mono Black Modules ' Minimum Anchor Strength: 7071bs 24 Enphase Energy M250-60-2LL-S22 Micro-Inverters a � Average Safety Factor: 4.13 Pitch:33" s � Azimuth:135° "' PV ARRAY 3- MECHANICAL LOADS Array Area: �29.5 ft' Total Photovoltaic Dead Load: 325 psf Array Weight: 42t3 Ibs Avg. Dead Load per Anchor. z3.4 Ibs ` � 22'-10" --- 22'-1" � AnchorQty.: �g �' 1' g�_5�� _r_.--- 13�_5�� — 13�_5�� _ ��_8„ " Design Values by Roof Zone: Comer Egde Interior 1' T g Max. UniRac Rail S an: � P 60 in. O.C. 60 in. O.C. 60 in. O.C. " Max. UniRac Rail Cantllevec 20 in. O.C. 20 in. O.C. 20 in. O.C. a m Adjusted Anchor Span: 36 in. O.C. 36 in. O.C. 36 in. O.C. m Downforce Point Load: 278.2 Ibs 2782 Ibs 2782 Ibs 11'-1" 11'-1" � m Uplift Point Load: _191.3 Ibs -191.3 Ibs -157.9 Ibs �5'-9" '15'-9" '� Minimum Anchor Strength: - 707 Ibs h a AverageSaferyFactor: q,�3 � w � � 3�_a�� 3�_$�� . Total Quantity of Attachments=98 a y 10' 10' � y � • Roof Zones are defined by dimension, a= 3.0 R. N PV Arra 2: . Maximum Allowable Cantilever for UniRac Rail is� the Maximum Rail S an � � y (N) PV Array 3: � P 7 Solarworid Plus SW 275 Mono Black Modules 7 Solarworld Plus SW 275 Mono Black Modules �E 1/8"= 1'-0" • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted 7 Enphase Energy M250-60-2LL-S22 Micro-Inverters 7 Enphase Energy M250-60-2LL-S22 Micro-Inverters Bracket and Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SSs pitch:33° Pitch33° MODU LE LAYOUT • All Dimensions shown are to module edges, including 1 in. Spacing between Modules required when Azimuth:225° Azimuth:225° using the Top Clamp Method. The Rails F�ctend 3 in. Beyond the module edge. • UniRac Requires one thermal expansion gap for every run of rail greater than 40' ' • Array Installed according to the UniRac SolarMount Code-Compliant Installatlon Manual ver.227.3, ��_�O� Pub 1106161cc,June 2011 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions.All attachments are staggered amongst the framing members. • FOR CONSTRUGTION `�1i//� • Ground WEEB& ��S�e� Module Clamp RGS Unirac Solartnount E N E RGY o g\a�K Rail w/L-foot c�ea�oo,.e�.s�sn:sav��s. o� 5 M 32 Taugwonk Spur,Al2 2� � Green Fasten Flashing: -5$� � � � Stongin[on,CT 06378 pW Sh��9\e EC0.GF1-BLK-812 With Phone(860)535-3370 Gomp Module(TYP.) ECO-CP-SQ Compression Bracket Fax(413)683-2225 G psP�a`� �g �G Rooftop 5/16"x 3.5"S.S. Lag Bok GRID-TIED Ra(�e�s @ � w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM X8 Z Ra�ets�1a Sealed w/Approved Sealant 10.45kW DC�STC 2•Xa �G GELLER, CYNTHIA 42 NORTHEY ST SALEM, MA 01970 Praject# 10127083 , Attachment Profile � Attachment Detail oEs��ER EdUa�do��o�a 1 Scale: 3/4" = 1'-0" Scale: 1" = 1'-0" aene�a Colin Roberts veRsiorvonre. 2014-07-16 - � 20" Max � REVISIONS Roof Framing PV Module Rail Overhang 20" Max � Rail Splice Rail Overhang # BY Date Notes � � Roof z Attachment � a n ^ Anchorslocated i s � on alternate roof � framing members �� 11 Stagger splice locations Min of 2 supports .. • � » within the each row of modules on either side of splice 36" Max , SolarMount Rail with a max spacing of 60" � Anchor Spacin - _ � _ � Staggered Attachment Detail (Typ.) � Rail Splice Detail g ' �s `� �s � X m 4 m LL . WEEBLug SS Washer � a Module Frame Ground Wire &Nut SS Bok � Unirac Rail SS Bolt � Nib • � 0 Unirac o UGC-1 . SS Flat Washer SS Bolt °�^�E VARIES Unirac Rail DETAILS � Grounding Clip & Module �� Grounding Lug & Rail � `� Scale: N.T.S. �� Scale: N.T.S. � PV-A03 ,