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6 SABLE ROAD WEST - BUILDING INSPECTION, t � � . �g �� a� . � �� ECEIVED � The Commonwealth of Massachusetts � BoardofBuildingRegulationsandStandazds Ih1SPEC ICNi(-EIT�QAICE Massachusetts State Building Code, 780 CMR SALEM I [ R&yvised ar^011 I � . � Building Permit Application To Construct, Repair,Renovate Or Demol��+a R. � L 4 � •�� 9 One-or Two-Famrly Dwellrng ' ` This Section For Official Use Onty ' �" " ' � � Build�ng Permit Number. -- � . - ��m' .� �., Date Applied: `- � . . � . '� . � '�. ,,. ,.g, � . � . . , �. . Suildmg Official(Print Name) .,. � . , . �". Signamre .��. . '- ' � .Date � SECTION 1: STTE INFORMATION � = « 11 Property Address: 1.2 Assessors Map&Parcel Numbers � 6 Sable Road ��'f' pg 0101 1.1 a Is this an accepted street?yes X no Map Number Parcel Number � 13 Zoning Information: 1.4 Property Dimensions: �� . R1 residence-no change Zoning District Roposed Use Lot Alea(sq ft) Fmntage(ft) 1.5 Building Setbacks(ft) n/a Front Yard Side Yazds Reaz Yard Required Pmvided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.4Q§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: PubGc❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑ Check if ve�❑ I SECTION 2: PROPERTY OWNERSHIl'� 2.1 Owner�of Record: Elizabeth Hudson Salem, MA 01970 . Nsme(Print) City,State,ZIP _ 6 Sable Road 978-744-2493 ehudson728@hotmail.com � No.and Street Telephone Emaii Address SECI'ION 3:DESCRIP'TION OF PROPOSED WORKZ(check all that apply) � New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ ' Demolition ❑ Accessory Bldg. ❑ Number oFUniu Other � Specify: solar Brief Description of Proposed Worl�: �nstallation of a 5.795kW roof mounted solar array using 19 LG305N1C-63 � modules, 19 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. t' ' SECCION 4:ESTIMATED CONSTRUCTION COSTS Estimated Costs: ' Item Official Use Only bor and Materials i. Building $ 5,000 1. Building Perm�t Fee' $ - � Indicate how fee is determined: ❑Standard Ciry/Town Application Fee � 2.Electrical $ 19,000 a ❑Total Project Cost�.(Item 6)x mu(tiplier� �x 3.Plumbing $ 2 Other Fees: $ ' • 4. Mechanical (I3VAC) $ L�st. ` " 5.Mechanical (Fire $ . � - . ,� � .., - Sup ression Total AltFees. $ �` � Check No. ` �-�Check Amoant " �`• �Cash Amount: ' 6. Total Project Cost: $ 24,000 ❑pafd in Full : ;;, ,❑ Outstanding Balance Due: (nA,�..� $ �31 Ta ca�+-r • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 101487 11/7/16 Gary Beals License Number Exp"vation Date N�e of CSL Holder , - List CSL Type(see below) 61 Tumpike Road No.and Street Type Description U Unrestricted Buildin s u to 35,000 cu.ft. � • ` A=hhy, MA Q1431 R Restricted I&2 Faznil Dwellu� Ciry/Town,State,ZIP M Maso �0. f� RC Roofm Coverin � V b'µ� WS Window and Sidin SF Solid Fuel Bnrning Appliances 978-855-8568 gary.beals(a�rgsenergy.com I [nsulation Tefe hone Email address D Demolition 51 Registered Home Improvement Contractor(HIC) 162709 � Alteris Renewables dba RGS Energy 4/6/17 HIC Registration Number Expiration Date HIC Company Nazne or ffiC Registrant Name 706 Route 32 Suite 10 kimberfy.hendel@rgsenergy.com No.and Street Email address NoRh Franklin CT 06254 860-535-3370 Ci /Town,Shte,ZIP Tel hone SECTION 6:WORKERS' COMPENSATION INSi7RANCE 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 pernut. Signed Affidavit Attached? Yes .......... C� No.,.._�.,.... ❑ . SECTION 7a:OWNER AiJT'HORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CON'1'RACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize Aiteris Renewables dba RGS Energy to act on my behalf, in all matters relative to work authorized by this building permit application. see signed contract attached ?o /� Print Owner's Name(Electronic Signetwe) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the infottnation contained in this application is true and accurate to the best of my knowledge and understanding. /`'`�// �2� /f Print Owner's or Authonzed AgenPs Name(Electronic Signature) Date NOTES: 1. M Owner who obtains a building pemtit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M G.L. c. 142A. Other unportant information on the HIC Program can be found at www.masaeov/oca Information on the Consffuction Supervisor License can be found at www.mass.eov/dos 2. When substantial work is planned provide the infortnation below: Total floor area(sq. ft.) (including garage,finished basementJattics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number oF halflbaths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" ��, � _. __.._ . I, � DocuSign EnvelopelD:83904509-AFOI�CCE-8539-4E75D56139E8 � ' ' 11/� � � RG S I E N E RGY ��,-�"`� �/t`` Clea�Powec Bnghl Savings. G� , HOME tMPROVEMENT CONTRACT FOR SOLAR ELECTRIC SYSTE:M These cover pages contain information specific to the Home Improvement Contract for Solar Electric _ System �"ContracY"� between you �'"you'"or "Homeowner"� and RGS Energy�"we," "'us'"or"'RGS"") for the residen[ial pho[ovoltaic system, consisting of solzr panels and related equipment to be installed ai your home (the"Project"). These cover pages, along with the Terms and Conditions are the documents con- stituting the Contr�ct. You may have already been given certain Federal and state mandated discto- sures and additional notices and other such disclosures and notices are attached. A. Notices to Homeowner You signed the Contrad on 4/25/201 S .This date is sometimes referred to as the"transaction date." You are entitled to a completely filled in copy of this agreement,signed by both you and the coritr�ador, before any work may be started. Any'"Notice of Cancellation"allowed under this contract or pursuant to law may be sent to RGS at iu address shown below. The prices and terms we proposed to you are valid only until the tenth �1 OthJ day after the date first presented in writing to you. We signed the Contract on 4/25/201 S B. Homeowner Infortnation Homeowner Name: Elizabeth Hudson Mailing Address: 6 Sable Road West City, State, ZIP: Salem, MA, 01970 Telephone Number: (978) 7442493 Email Address: ehudson728@hotmaiLcom Additional Homeowners, if anv: Name: Name: Mailing Address: Mailing Address: Ciry, State, ZIP: City, State, ZIP: Telephone Number: Telephone Number: Email Address: Email Address: C. RGS Energy Contact Ir�formation Name: Robert Morton Business Address: Employer ID Number: 26-3503G99 32 Taugwonk Spur,Al2, Stonington,CT 06378 Telephone: (603) 494-7430 ' Contractor"s License Number: 1 G2709 Email: robert.morfon@rgsenergy.com Pa e 1 9 UJN: 10374253 MA.RESIDENTIAL SOLAR PURCHASE A�REEMENT.09 412512015 7:06 AM DocuSign EnvelapelD:83904509-AF014CCE-8539�E75D56139E6 � Home Improvement Salesperson: Project Manager: William White Robert Morton ' i2��iSTf�iiGfi NU�i�u�f: D. Installation Address and Contract Number Instaliation Address: 6 Sable Road West, Satem, MA, 01970 Contract Number: 10314253 E. Description of the Project and Description of the Signficant Materials to be Used and Equipment to be installed The project is a turnkey solar electric system �the "System") as described below and instailed at the home identified above. The System cost includes rebate application preparation, equipment procure- ment anci installation, site preparation, permitting and interconnection support, reba[e project compPe- tion paperwork training, operations and maintenance �through interconnectionJ, in compliance with ail applicabie state laws. The System is comprised of the following components and additional items typ- ically necessary to install a compiete and operable System. Solar Module�uantity/ Description: Mounting System: Uni-rac or Equivalent �19) I G 305 E<_tmate�+Annual Er.ergy Q!�tp!!t�n kVVh:7,b 18 Inverter Quantity/Description: Monitoring System:Envoy (19) Enphase-M250 r. uown Nayment Down Payment: $ 500.00 The down payment is due when this Contract is signed by Homeowner and returned to RGS for coun- tersignature. G. Contract Price Y�w ' {� �. "":r r`' t f �t�s >,�,, � • •"^�X� F : y'�� .�;'�; ' � .0 , •` ,.,,v ` 5 .,. �.. , ,W Total Contrad Cost $ 23,875.55 � 0.0� Estimated Rebate Estimated Solar Rebate � Assigned O rvo[ns- � sfgned to RGS � Balance after Rebate $ 23,875.55 Down Payment $ 500.00 First Progress Payment $ 21,038.00 I Final Progress Fayment ( $ 2,337.55 � �— You agree to assign rebate to RGS: �initials� , 2 , Page � UJN:10374253 �. MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.09 4I25Y1015 7:06 AM ---, DocuSign Envelope ID:83904509-AF01-4CCE-B539-4E75D56139E8 �. H. Schedule of Progress Paymenu . . - Fin7ProgressPayment/9096ofGa/anc%� $ 21,038.00 First Progress Payment due upon installation of solar modules on the rooftop or ground mount, and connection of inverters and other electrical equipment. Both parties agree this will constitute substantial ' completion. Fina/ProgressPayment/109bofta/anre/: S 2,337.55 Final Progress Payment is due on interconnection of the Project to the energy grid. You and we may agree that an assignment to RGS of[he rebates under the applicable rebate program will constitute a portion of the Final Progress Payment. I. Beginning and Completion of the Work to be Performed The work under this Contract begins at the site evaluation conducted by RGS. The "Effective Date"'of this Contract is the date of the tatest signature. Date the Work is Scheduled to Begin: 7/Z3/2015 Date the Work is Scheduled to be Substantially Complete: 9/2/201 S FOURTEEN DAY RIGHT TO CANCEL Various siate and federal laws and regulations require us to allowyou a three day right to cancel this transaction. Because of this,we are required to give you certain notices with headings entiUed THREE- DAY RIGHT TO CANCEL,such as the next section.Atthough not mandated by law,we are agreeing that instead of the three�3) day right to cancel,you have a fourteen (14) day right to cancel,which be� gins on[he Effective Date and ends at midnight fourteen days later,starting counting the day after the Effective Date. THREE-DAY RIGHT TO CANCEL' You may cancel this agreemerrt ff it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof,provided you notify the seller in writing at his main office or branch by ordinary mail posted, by telegram sent or by delivery,not later than mid- night of the third business day following the signing of this agreement �DocuSignad by: �,(n�pfe�, �,t.d,$pl�t, 4/26/2015 -�ostoa Signature Date Signature Date �This no6ce is required by Massachusetts law.In this nofice,"agreemenY is this ConVad,and"selie�is RGS.Your signature here only acknavledges that you have received the notice of yaur right to cancel.If you actually wish to cancel,use the forms found on the lasl pages of this Contrad. Page 3 � UJN: 10314253 MA.RESIDENTIAL SOLAR PURCHA5E AGREEMENT.09 4/25/2015 7:Ofi AM ';rt DocuSign Envelope ID:83904509-AF01-4CCE-B539-4E75D56139E8 :M � You,the buyer,may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right � . ' Intending to be bound, each of us signs this Home Improvement�ontract for Solar Electric System. . I (we) aclmowtedge receipt of the above notices,and a copy of the Contract DO NOT SIGN THIS CON- ' TRACT IF THERE ARE ANY BLANK SPACES. I� Homeowner�s) Alteris Renewables, Inc. ', ��5;9�,,,Y: dba RGS Ener�r C�u�j0.�f.iLl. ��SOIn. 4/26/2015 �o��'sl�e�� 6 25/2015 n iFe+cnxaone�c J I�Nb� ��1A��41AAA. � Signature Date �Sig�ad3ar�asoaeE_. Date Elizabeth tiudson Christopher aowman Printed Name Printed Name energy nnalyst Signature Date Title Printed Name N F� W F W W � ('J 4 Wt N 6 a o . 5 � n � s 0 � � < � _ w 0 � w � a � Page 4 UJN: 10314253 MA.RESIDENTIAL SOLAR PURCHASE AGREEMENT.0.9 4/25/2015 7:06 AM � - - I . —� _ __..,a._ _�_ Massachus� - Department of Public Safety i " Baard of B„ � �og Regulations and 5tandarcls �` „ ,-. _ C�+as�rrsct'onSupervisar 4x� ,��«��`t�f'kitrt'+!�'4 2:+ pRiVE12'g liq ns : CS-101187 , � �- i a llCENSE ,� s �.;1� 1 4. tr :5 d . .. .e.y, �� ' �� . iiG _J s $e� , aa� �° dtl(tlC�!IR'�+L �:.. GtARY eR E w—` 'k ""'""`^^n r ;,91�04-1Q#3. �NE �av r�ra 9Z � .. V i fi- ��r�iFTP n "` - ��04e ASSBYI►tAi ' 1 ; ` e;�; �`r k 11-O,Tr2Q18 z1'�-0 � �ei.ss �a+Cs.� �a aoc M ' t " � � �� UM NONE � � . i� � rt r � '�^'� .:�f /�s�_ ai�IH�� 7[(Y�[�tilq:�. � 8�� +�y�,,,� �«.` ��A�S� 4- ._.e ""'7"' � p fit TURNPIKE RO" �oxrm'rssirontr 11l�71241d , �z nsHsr,Mn o+u+•�ss� I .� . : @3. }. : . � .. �pp tiiAS]IU Rti�I.i}3Nf • . . �- . . ^ - . � ...�.,� . . __ f. � ... 2_ 1 N f� - -.... �.. ,�. ��_w- _� . F � ' �7- � ��,/,�- � �� _.� �!�` `��Off�ce o�mer AffaiF�and usines�u`t"ation � - � 10 Park Piaza - Suife �170 �� Boston,Massachusetts 021 t6 Home Improvemenf Gontractor Regisuation . �*�g�::�� * - � Regisiralion: t62709 ' • . �.f s a�y,��, -. - Type: SupplemenlCard ALTERIS RENEWABLES INC. Y -. "+ L�+ '' E'n"`a�'on: a�e�zo�s GARY BEALS � .. '�: .. - ` "'_'"""".�.`. '"'"'_` . � - � 26 MYLES STANDISH DR '' ' ��. � "`' � � -- � � �� --� CARVER, MA 02330 '`+ '.5 " i �'-.—'___'__-�..'—__,4..,.�-"_ . _ . ..--" ' . —»-..-...,---.�-.....�..-.�- �T'��-�.y � U�IAUIt•\ddff55 DOd 1'¢�Yfll f9IA.�10lk If�500�Of ChOOp�l. - 'd i� .4ddnss �Renewal � Emplo��m<nt ;'-;Losf Cnrd aescni.o wuu+�o+.c�o,s�e �„ �o�wnuwrem.M!!A'.r�l..l�suv.{xaslL .. . �� . _ . . .. � om«orcoa:�m..ana�rs�e�:ioea Re¢umtlon. License or regisvmion ralitl for inJividui use only �.,. "HOMEiMPROVEMENTCONTRAC'TOR heforctM1eecprulwndale. lf(ouodrsmrnm: ORre of Consumer AReirs ond Rusiness R�ulefiun 'RBgISUeUon:��5y705 �TYPe� IOYarkPivn SWIe51i0 y{�� Erpiretlon: qjg�pi5 SupP�ment CarE goswn,\L;92116 ALTERISRENEWABLESINC. - � .Sq ))) GARY BEAL$ � � � f� . 32 TAUGWONK SPUR A72 �/—�E>'.��:-- T �i.jV STONINGTON.tl 06318-'* ' � � � �mm�� UnJe.serrrmp� ��nalidwithauLignnmre � �.\ � '1 4/9n015 OtficeofConsumerAffairs&BusinessRegulation-M�s.Gov The OKdal Webske of the Office of Consumer Aftairs&Businass Regulation (OCABR) r'r} '�'�`,f. ' Consumer Affairs and Business Regulation '�� Home Consumer Rights and Resources Home Improvement Contrecting��R� � ' ` �� ' HIC Registrmtion Compleints ---- �'� ' �� IfI� �� Regiatretion � I # 162709 i Home Imorovement ConVactor ReaisVa6on Home Paae Registrant ALTERIS RENEWABLES INC. Name MICHAEI ROTONDO ' Address 208 RACE ST SUITE 201 City, State HOLYOKE, MA 01040 Zip Expiration ��06/2017 Date Complaints Details No complaints found for this registrant. You can also view arbitration and Guarantv Fund historv. Back To Search m 2012 CommonweaRh of Massachusetts. Mass.Gov�ls a registered service mark of the Commonweafth of Massachusetts. ht�://services.ocastate.ma.us/hicAicdetails.�Fzc?DRSearchW=64428 �� A�� CERTIFICATE OF LIABILITY INSURANCE oArE��oo�n tn/zot6 I/6/2015 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 AFFORDEO BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE7WEEN THE ISSUING INSURER�S�, AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certifieate holder is an ADDITIONAL INSUREO, the policy(ies)must be endorsed. H SUBROGA710N IS WAIVED,subject to � the terms and conditions of the policy,eertain polieies may require an endorsement. A statement on lfiis certificate does not eonfer rights to the cert�wte holder in lieu of sueh endorsement(s). vaooucea Lockton Companies . N° E?CT S l 10 E.Union Avenue PNONE ac ra: Suite 700 E+�� Denver CO 80237 A°oREss: (303)414-6000 �MSURERSAFFOROINGCWERAGE NAIC# INSURERA:FIISSS ecial InsuranceCo oration 34916 insuneo iruunene:Z ri h American In irance m an 16 1344b65 AlterisRenewables,Tnc. dba Reat Goods Solar i�+suaenc:Starr Indemni &Liabili Com an 38318 dba RGS Energy nasuaea o: 3Z TBUgR'OII]C SPLLi�URIY A I Z INSURER E: Stonington,CT 06378 INSIIRER F: COVERAGES REAGO01 CERTIFICATE NUMBER: 13294607 REVISION NUMBER: XXXXX]IX THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICV PERIOD INDICATED. NOTWITHSTANDING ANV RE�UIREMENT, TERM OR CONDITION OF ANV CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 9E ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRI6ED FIEREIN IS SUBJECT TO ALL TNE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLIGES.LIM�TS SHOWN MAY HAVE�BEEN REDUCEO BV PAID CLAIMS. INBR TypEOFINSURANCE �D SUBR POLICVEFF POLICYE%P UM� LTR INSD POLICV NUMBER MMNO MMIO� A X COMMERGULGENErsnLuaelu7Y N N IRG2000528 1/1/2015 I/V2016 � CLAIMSMAOE �OCCUR PREM SES(Ea oma enca) 3 SO OOO MEDEXP A one n $ PERSONN.BAOVINJURV E I�OOO.00O GEN'LAGGREGATE LIMIi APPLIES PER: GENER4LAGGftEGATE E 2 OOO OOO POIICV � j�7 �lOC PRODUCTS-COMPIOPAGG E OTHER: S B nutoMoeREunBam N N BAP5852403 1/1/2015 l/l/2016 $ �Ee eccidern) 1 X �'AUTO BOOILVINJURV(Perperson) S X ALLOWNEO SCHEDULED gODILYINJURV Pe�ecddeM NUTOS NO AWNEO PftOPERNDAMAGE y XXXXXxX X HIREDAUTOS X pUT05 $ XXX}�}�a{}t A X uMeREUAUAB X oCCUR N N IRE2000563 UI/20L5 l/1/2016 EACHOCWRRENCE $ 10��0� � g EXCESSLIAB GtAIMSMnoE 1000021478 UI2015 1/1/2016 qGGREcnTE S 1 O �EO REtENTION$ $ WORI�RS COMPENSATION " H rWDEMw.0YER5'unBIUTY y�N N WCS8S24OS Ul/20I5 I/1/2016 X S7ATUrE ER PNYPROPRIETOR/PARTNERIEXECIITIVE N�A E.L.EACHACCIDENT $ O OOO OFFICERIMEMBEREXCWDED4 N❑ (MendrtorylnNN) E.L.DISEASE-EAEMPLOVEE $ I O�OOO Ifyes,tlescnbeunder E.LDISEASE-POLICVLIMIT $ ] �� Q� DESCRIPTION OF OPERATIONS baiow OESCRIi170N OF OPERATION51 LOCFTpNS/VEHICLES (ACORD 101,Additiaul Remarlro Schetlule,mey be attachetl'rf more space la�aqui�ad) CERTIFiCATE HOIDER CANCELLATION 13294607 for information only SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E7(PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIgD REPRES AT (1(� f,� L C /'''1, ` �s.� �O 1988- 014 ACORD CORPO TION. Ail rights reserved. ACORD 25(2014/Ot) The ACORD name and logo are registered marks of ACORD � The Commonwealth ofMassachuseris Department oflndustrial Accidents Office ofinvestigations 600 Washington Sbeet ' Boston, MA 02111 www.mass.gov/dia • Workers' Compeasation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeiblv Name (Business/Organizarion/Indiridusl): Alteris Renewables Inc. dba RGS Enerpy Address: 106 Route 32, Suite 10 City/State/Zip: North Franklin, CT 06254 Phone#: (860) 535-3370 Are you an employer?Check the appropriate boa: Type of project(required): 1. x� I am a employer with 320 4. Q I 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- listed on the attached sheet = �� ❑Remodeling ship and have no employees These sub-contrac[ors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.� I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12 Q Roof repairs insurance required.] r employees. [No workers' 13.0 Other S018f pef161S comp. insurancerequired.] 'My applicant Utat checks box kl must also Ell out the section below showing[heir workers'compensalion policy mf'o�anation. t Homeownels wtw submit t}us atTidavit indicating they are doing all work and then ttire outside contractors mus[submi[a new affidavit iodicating such. YConhactors tha[check fl�is box mus[attached an additio�al shee[showing the mm�e of the subcontracWrs and Iheu workers'comp.policy iril�oanation. !am an emp[oyer that is providing workers'compensation rnsurunce for my emplayees. I3elow is the policy and job site inforination Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2016 Job Site Address: 6 Sable Road Ciry/StatelZip: Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and eapiration date). Faiiure 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 civi] penalties in the form of a STOP WORK ORDER and a Fne of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the O�ce of Investigations of the DIA for insurance coverage verification. I do hereby certijy nd the pains and penalties ofperjwy tliat the informa6on provided above is hue and canect � �� Si¢nature� �Y'I,..-� Date� �n�s - ___ Phone#: (860) 535-3370 Official use only. Do noJ write in this area,to be completed by crty or town o,�"rciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Deparhnent 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: August 19, 2015 ��, � . To: Code Enforcement Division From: James A. Marx. Jr. P.E. Re: Engineer Statement for Hudson Residence, 6 Sable Rd., Salem, MA - Solar Roof Mount Instaliation I have verified the adequacy and structural integrity of the existing Main Roof 1 (rubber membrane): 2" x 6" rafters at 16"o.c., having roof slope distance 14'-0"with horizontal span approx. 10'-6", pitch 8 deg.; Main Roof 2 (one layer shingles): 2"x 8"rafters at 16"o.c., having roof slope distance 17'-0" with horizontai span 10'-6", pitch 39 deg.; for mounting of solaz 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 instailation of the solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports having for Roof 1: with Eco-Fasten EF-44R Plate and flashing and Roof 2: with Ecofasten Green Fasten with CP-SQ Bracket and flashing located on the center of the rafters and will be securely fastened to the rafters at 48" sp. m�. with 5/16"x 3 lJ2" SS lag bolts. All anchors to be staggered on alternate roof framing members. Landscape modules are to be fastened onto Unistrut substructure. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ ' The Photovoltaic system and the mounting assemblies will comply with the applicabie sections of the Residential Code and loading requirements of roof-mounted coliectors. Thereby; I endorse the solar panel installation and certify this design to be strueturally adequate. ti�NpFM SS Sincerely� ��A � � y�� o s �� JAh7ES A m � � p MA�X JR ."'.,, � CIV�L � ND.�6365 � � �Q�o.R�crsTER��?�'�� 7 1� James A. Marx,Jr. ^F� �� Professional Engineer �'�^S�Or�R��h� MA 36365 ��^�� 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy August 19, 2015 � To: Code Enforcement Division From: James A. Marx. Jr. P.E. Re: Engineer Statement for Hudson Residence, 6 Sable Rd., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (rubber membrane): 2"x 6" rafters at 16"o.c., having roof slope distance 14'-0"with horizontal span approx. ]0'-6", pitch 8 deg.; Main Roof 2 (one layer shingles): 2"x 8" rafters at 16"o.c., having roof slope distance 17'-0"with horizontal span 10'-6", pitch 39 deg.; far mounting of solar panels and their installation will satisfy the structural roof framing design-foading requirements of the Massachusetts building code— 780 CMR Residential Code 8th Ed. ' For the installation of the solaz mounting, the Unirac Solannount rails will be anchored to the rafters with L-foot supports having for Roof i: with Eco-Fasten EF-44R Plate and flashing and Roof 2: with Ecofasten Green Fasten with CP-SQ Bracket and flashing located on the center of the rafters and will be securely fastened to the rafters at 48" sp. m�. with 5/16"x 3 1/2" SS lag bohs. All anchors to be staggered on alternate roof framing members. Landscape modules are to be fastened onto Unistrut substructure. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ ' The Photovoltaic system and the mounting assemblies will compty with the applicable sections of the Residential Code and loadin=requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. ~jH oF MAS \ Sineerely, � -, _� �� /� ,�PhtESA 'm� / � FAARX JR ;.'�. � C�VIL U � N0.36365 �� p C Q c . � �� G/1�� J James A. Matx, Jr. ��FSS��sreR�G�'Q �OI:Pd-E Professional Engineer ��;;�---�-�q�� MA 36365 l� fiigh Mountain �o�d Ringwood. NJ 07456 cc:RGS Energy � '� FOR CONSTRUCTION � `�,B/,� Grid-Tied Photovoltaic System Sheet List �,,e�� DC Rating: 5.795 kW SheetNo. SheetTitle RGS P�_000 COVER ENERGY Hudson, Elizabeth ��e�,�PON�� a��r�sa�,�,es. PV-A01 SITEPLAN 32Taugwonk5pur,Al2 6 Sable Road ' ' sco�g��to�,CT063�8 Salem MA 01970 Pv-a,oz MODULE LAYOUT Phone(860)535-3370 > Fax(413)683-2225 Jurisdiction: City af 5al�m PV-A03 DETAILS GRID-T1ED PV-A04 MATERIALS PHOTOVOLTAIC SYSTEM PV-E01 ELECTRICAL DIAGRAM 5.795kW DC�STC Scope of Work: General Notes: Pv-eoz SYSTEM CALCS HUDSON, ELIZABETH RGS Energy shall install a 5.795 kW Grid-tied Photovoltaic("PV'� System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-G01 SIGNAGE 6 SABLE ROAD totaling (19) Lg Electronics LG305N1C-B3 Modules with (19) Enphase Energy Of Salem. SALEM, MA 01970 M250-60-2LL-S22 Micro-Inverter(s). The Modules shall be Flush mounted on 2. All projects will compty with the Ordinances of the City of Salem. Project#10314253 the rubber membrane roof and interconnected via supply side tap. 3. Construction Hours: 7am-8pm Monday-Friday, 9arr�8pm Saturday, oesicucn: ASh BOWBfSOCk No time on Sunday or legal Holidays. ■ 4. Product Data Sheets shall be included. ��I a��a: AB 5. Rooftop penetrations shall be completed and sealed per code by a `' Q • „Eq�ox�„E 2015-OS12 Equipment Specifications: r�ensed cornraccor. Module: (19) Lg Electronics LG305N1C-83 6. All Photovoltaic modules shall be tested and listed by a recognized REVISIONS Inverterl: (19) Enphase Energy M250-60-2LL-S22 laboratory. # aY oate Notes Racking: UniRac SolarMount 7. Certifications shall include UL1703, IEC61646, IEC61730. Atlachment Flashing: Eco-Fasten EF-44R Plate with Custom 8. A continuous ground shall be provided for the Array and for all Compatible Flashing Photovoltaic Equipment. � Attachment Secondary: ##Green-Fasten with CP-SQ-Slotted and 9. DC Wiring shall be run in metal conduit or raceways within enclosed , Aluminum Flashing spaces in a building. q 10. Conduit,Wire systems and Raceways shall be located as close as m Roof Specifications: Possibie to�idyes, hips, and outside walls. s � Roof 1: Roof 2: 11. Conduit beriveen Sub Arrays and to DC Combiners/Disconnects shall � Rubber Membrane AsphalUComp. Shingle use guidelines that minimize the total amount of conduit by taking the shoAest path. (Single Layer) (Single Layer) 12. Space Requirements for electrical equipment shall comply with NEC 2"x 6"Rafters� 16" 2"x 8" Rafters @ Article 110. O.C. 16"O.C. 13. Equipment grounding shall be sized in accordance with Table � Pitch: 8° � Azimuth: 195° Pitch: 39° � Azimuth: 195° 250.122. _ Array Size: 12 Modules Array Size: 7 Modules 14. Connectors that are not readily accessible and that are used in the circuits operating at or over 30V AC or DC shall require a tool for K openi�g a�d are required to be marked"Do not disconnect under ' � - o Site Specifications: ioad"or"Not for current interrupting", per 690.33 (c) &(e). . „_ . . _ � _ � Occupancy: II 15. All signage to be placed in accordance with local building code. °° ' � Design Wind Speed: 100 MPH 16. Signs or Directories shall be attached to the electrical equipment or > � m Exposure Category: B located adjacent to the identified equipment. ' ` ' Mean Roof Height 25 ft 17. Si ns should be of sufficient durabili to withstand the environment. � �' - Ground Snow Load: 40 PSF 9 � '� � P R�`k°aie A°e � 18. Any plaques shall be metal or plastic with engraved or machine = � � Adj. Roof Snow Load: 30.8 PSF printed letters, or electro-plating, in a red background with white ` � IeHering, a minimum of 3/8"height and all capital letters. 1 ; All Work to be in Compliance with: �' � �'omeSt • ;O . � 2014 National Electrical Code(NEC) , v ,� 0 20091nternational Residential Code (IRC) ' ,� �ay�e Ra w- n� 2009 International Building Code (IBC) �m � �� 2012 International Fire Code(IFC) � Not to Scale 2012 Uniform Mechanical Code (UMC) j f = zoi2 u��ro�m Pwmn�n9 coae�uPc� COVER MA 780 CMR, Sth Edition � J' -including 2/4/11 revisions to Tables R3012(4)& R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other . � ,�a p Structures a°' 'ds As amended and adopted by City of Salem �°`� �L Pv_00o A i V ti�n� �'�° . . . .� �..� _. �:�;�uu:.,:.,,n.:<-,::,�.:... p �. ' FOR CONSTRUCTION `�,�/,� Equipment Specifications: ~ /��- ��OeO�a Module: (19) Lg Electronics LG305N1C-B3 � �'" Sab/e Rd RGS InveRer 1: (19) Enphase Energy M250-60-2LL-S22 ENERGY Racking: UniRac SolarMount / Sab� ao��a�,�.en:,rnsa��,q, Attachment Flashing: Eco-Fasten EF-44R Plate with Custom � �^ e Rd� 32 Taugwonk Spur,Al2 CompatibleFlashing ' � ' � scongincon,cro53�a Attachment Secondary:##Green-Fasten with CP-SQ-Slotted and / � Phone(860)535-3370 Aluminum Flashing r � Fax(413�683-2225 f �` GRID-TIED PHOTOVOLTAIC SYSTEM / / � Q (E) Driveway 5.795kW DC �STC (E) Single Family Dwelling Q HUDSON, ELIZABETH 6 SABLE ROAD I � / ��'-� 6 SABLE ROAD � SALEM, MA 01970 � � Project# 10314253 i � Equipment on Exterior Wall: oEs��x: Ash Bowersock / � � / (E) Utility Meter/Main Disconnect(200A) R�„�q: qg i � � (N) J-Box P.O.I,via Load-Side Line Tap veas�ouonr 2015-06-12 (N) PV AC Disconnect- Fused(25A) j / (N) Locus PV Production Meter REVISIONs (N) PV AC Combiner Panel (E) Property Line � ` � Equipment on Interior Wall: # eY Dafe Notes � j (E) Service Panel-Main Breaker(200A) + � � � (N) Enphase Envoy PV Monitor : 3 / (N) PV Array 7: � , � 12 Lg Electronics � �G305N1C-B3 Modules � 5 n / / s / / / l � (N) PV Array 2: f 7 Lg Electronics � / LG305N1C-83 Modules / o J l o / � m / / � j I m LL 1 ! � � % / / � �, % 1 P / . / O � / — ., r Roof Specifications: � �„_ �o, o„ � Roof 1: Roof 2: ` � �. � / Rubber Membrane AsphalUComp. Shingle �' � � , ` ' � (Single Layer) (Single Layer) N SITE PLAN � 2"x 6"Rakers(c� 16" 2"x 8"Rafters @ � '� / O.G 16"O.C. � � � ` � Pitch: S° � Azimuth: 195° Pitch: 39° � Azimuth: 195° w E NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES � Array Size: 12 Modules Array Size: 7 Modules PV-A01 FINAL LOCATIONS 70 BE DETERMINED DURING INSTALLATION ` � '/ s ' FOR CONSTRUCTION + ��`�/As m m PV ARRAY 7 -MECHANICAL LOADS PV ARRAY 2-MECHANICAL LOADS UnlRac SolarMount MounHng Notes: '��,`�� Array Area: 213.2 ft' Total Photovoltaic Dead Load: 3.31 psf Arrey Area: �p4.4 ft' Total Photovoltaic Dead Load: 3.00 psf • Integrated Full System Grounding and Bonding to UL 2703 RGS Array Weight: �05.41bs Avg. Dead Load per Anchor: 2521bs Array Weight: 372.51bs Avg. Dead Load per Anchor: 15.516s ' Total Quantity of Aqachments =52 Anchor Q • Roof Zones are defined by dimension,a= 3.0 ft. E N E RGY Anchor Qty.: Zg �Y•� 24 . Maximum Allowable Cantilever for UniRac Rail is Ya the Maximum Rail Span c�e��F�:,_. s�n�sa�,�q�. • Racking and Attachment: UniRac SolarMount with EcaFasten EF-44R Plate with 32 Taugwonk Spur,q12 Design Values by Roof Zone: Corner Egde Interior Design Values by Roof Zone: Comer Egde ' Interior Custom Compatible Flashing attached with 1/4"x 3-1/8"GRK RSS Structural stonginton,CT06378 Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. Max. UniRac Rail Span: 48 in.O.C. 4S in.O.C. 48 in.O.C. rhone(e6o)535-33�0 ......................... .......................... ..................... ......................... ................................................... Screw w/Climatek Fax(413)683-2225 Max. UniRac Rail Cantilever: 20.in.O:C:.., ...20.in.O.C..... ,.,20 in..O:C:... Max. UniRac Rail Cantilever: 16 in. O.C. 16 in.O.C. 16 in.0.�. All Dimensions shown are to module edges, including 1/4 in. Spacing between ........................................ ............ ... . Adjusted Anchor Span: 48 in. O;C: 48 in.O.C, 48,in.O;C; Adjusted Anchor Span: 32 in. O.C. 32 in. O.C. 32 in. O.C. Modules required when using the Top Clamp Method. GRID-T1E0 ................................................. . Downforce Point Load: 367.41bs 367.41bs 367.41bs Downforce Point Load: 274.5 Ibs 274.5 Ibs 274.51bs • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in orcler to PHOTOVOLTAIC SYSTEM ......................... ................................................... ..................................................................... Uplifl Point Load: _335.71bs -204.41bs -138.5 Ibs Uplifl Point Load: _134.1 Ibs -134.1 Ibs -112.51bs support the End Clamps. 5.795kW DC�STC Minimum Anchor Strength: 4001bs Minimum Anchor Strength: 4001bs • UniRac requires one ihermal expansion gap (4 in.)for continuous sections of rail Average Safety Factor. Z.qp Average Safery Factor. 3 Zg greater than 40'in length HUDSON, ELIZABETH • Array Installed according to the UniRac SolarMount Design&Engineering Guide 6 SABLE ROAD PU814NOV03 SALEM, MA 01970 • Attachment Locations, If shown, are approximate. Final adjustment of ariachment Project#10314253 location may be necessary depending on field conditions. All attachments are oEs��,: Ash Bowersock staggered amongst the framing members. REVIEWER: AB 22'_8" veasouoare 2015-06-12 5�� 2�_g�� REVISIONS 8 19'-9" # By Date Notes 12' � 7" T, Z ------ ----- ----- ----- ----- ------- (E)Chimney 10'-10" 4 (N) UniStrut � (N) SolarMount Rails 5 '^ ------ ----- ------ �:_: :=:t:=:-:_:-� 5�� ----- ----- ----- _,_._._. _._._. . i i � 10'-10" � � i i , � i � i 14 ' ------ ----- ----- ----- ----- ------- i :_:_:_:_�� {_:_:_:_:_�� 3" � 1' `_ ------ ----- ----- ----- ----- ------ o (E) Skylig t � 14,_5„ x ° (N) SolarMount Rails ----- -------- »� 2�_6" � 10'-10" m v m � LL N 2 Q (N) PV Array on Roof 1: 72 Lg Electronics LG305N1C-B3 Modules Rubber Membrane Roof (N)SolarMount Rails 2•_3� 2"X 6" RaRers @ 16"O.C. < PitCh:8° `" Azimuth:195° ' 10' °"� 3/16"= 1'_0" (N) PV Array on Roof 2: 7 Lg Electronics LG305N1C-B3 Modules � MODULE LAYOUT AsphalUComp. Shingle 2"X 8"Raflers (d 16"O.C. g Pitch:39° Azimuth:195° . a n\ /_�O� � ry ' s ' � FOR CONSTRUCTION � Rail&Anchor Assembly WEEBLug SS Wasner d`��/,� f; • UniRac Top-Clamp �round wre a Nut '�`d�� p5N g • UniRac SolarMount Rail � Unirac Rail RGS �G� 3 • UniRac Standard L-Foot SS eott � LG3 , • Eco-Fasten EF-44R Plate ENERGY b�a�e MOdU18 ,i withCustomCompatible cie��aower.er:y:�tsa��ys. be�Mem �j . Flashing 3zraugwonkspur,Alz Rub 16,�G Rooftop � � ' • (1) 5/16"x 3-V2"S.S. Lag Stonginton,CT 06378 G' BOI�W11h 2-1/2"MInImUm SS Flat Phone(860�535-3370 Z X6,Fta�e�s� Sheathing � � e�s(��6�� Embedment �/�/asher SS Boit Fax(413)683-2225 Z�X6 a� PHOTOVOTAICSYSTEM 7 Groundin �.�1 & Rail 5.795kW DC �STC Not to Scale HUDSON, ELIZABETH Attachment Profile #1 � Attachment Detail #1 S��e: l�� - 1�-0�� 6SABLEROAD 1 SALEM, MA 01970 Scale: 3/4" = 1'-0" Project# 10314253 DESIGNEfl: A$11 BOWQ�.QCiI� NEVIEWER'. Ap Ground WEEB& �G3p5�sG pe MOduIE Clamp veas�ouonre 2015-Ofr12 1��a a Unirac Solarmount 1.38 in. REVISIONS Bracket w/L-Foot �� 39.4 in.—� # eY Date Notes Module(TYP.) (Long Side Down) , �G3p5o�aB3 � o Slotted Chan elrut � MHoles9 � A 2 a \nP xQC' ' " � a 16 �- ^ Eco-Fasten Q j Mem� 6 RafteCs� Rooftop EF-44R Plate With Custom Compatible LG O�5N1C�B3 5 �n R bbec 2�X Flashing& � « � 5/16"x 3.5"S.S. Lag Bolt 64.6 in. I I w/2"Minimum Penetration ' Sealed w/Approved Seatant � Attachment Detail #2 ' " � 3 Attachment Profile #2 4 S�,e: l�� - 1�-0�� . .. T � Scale: 3/4" = 1'-0" � B I--- --i B � x Distance from Module Comer m 16" Max Minimum Maximum m Roof Framing PV Module Rail Overhang 16" Max Long Side,A 1�.6 in. 19.7 in. m Rail Splice Rail Overhang Short Side", B N/A N/A LL � To Clem s CANNOT be used on the Short � RoofAnchor Landscape: N/A �r � P Sideso7theModule� &Flashing � � �� ,� Portrait:-152 in. . �� UL Approved Mounting Locations Landscape: N/A V Not to Swle „ Anchors located �� Portreit: -34.3 in. ; on alternate roof o framing members � L_..J Stagger splice locations Min of 2 supports v� VARIES " " qg��"MaX "' within the each row of modules on either side of splice Anchor Spacin SolarMount Rail with a max spacing of 48^ DETAILS � Staggered Attachment Detail (Typ.) 6 Rail S lice Detail Not to Scale Not to Scale PV-A03 .r` � � � � � 'i,v a r , -. €� �w a r .,,, a .r„ �.; . ♦ y �� y • i • �' ��1..�'� � � �:.w__,_„'.�.., �.;�. . r ' � � 1 � � �. , s � - `wYt' �.��F 2r v-+� , ^a �, �r � �t x" �-x , . � . f . . ;,�. . > 3 .'�s ....�4 �'^. �.ti:.'�.,.. .,. _ r„s�`s,.t�. . a .,._.,,. .� �..>_ ..> .. . � . .,y, r.,., � • I � • � t • + � . � "^.� � � � �a . . ` F'V CYCLE � C ��. {IS � lnm�lasting Warranties Desig�red fw Dura6itity 6�� TheMmoH'"NeONsupportvsranuesincWdealOK+ar LGsolarmodulesaredesignedwithduableg�assmbeligh[ jpmdu�cwartanryandatinear25}earou[putv�erranry.The6nearou�ut a"�� inweight(173kg)whileaLsobeingabletnwithstandheavy nv.art-antyguarantffisaminimumpowerouqwtof802qafrer25}ears �,s�.� Ioadsandextemalpressureupto5400Pa. Bem,se it's LG-tlmsempclassxarranves gieeyau p�of mnd_ Positive Power Tolerance Highest Testing Standards LGpmvidesngomusqualitytesiingtoallwlarmodulesmenwrethe Af�rangomuspro�ss,LG'sproductdurabilitytesting � rdiedpowerou�utOurMonoX""NeONmodulesha�apositivz u{, �� labo2toryhaseamedcertfiration(rom6othTOVRheinland . � nominalWle2nrescartingat0%andgoingashigha+3%. ` TeSy� andUL(Underv,rti[erslaborerones),afirstinthewlar , Po,„,,,Po,,,, �lab. induscry. �..s LG Sign-Off on Every Cell Orrven by LG4 own N-type�II tedinology,the Mona H'"'NeON Reliabl¢fo�'the fuplre offershighefficiencytocreatesolarsystemswitfihighereleRn<ity ` LG'sworld-classinTegratedprodu¢bnprocessesandqualiTy � � 9enerdtontlianstandardsystemsLGispmudtosigrnoffonevery mntrolscrea�asolarproductthaiisrelebleandbng � ` singlemanuhauredsolarcellwiMourLGbrand.TheLGlogoreFlec[s Iasting.Forexamplee.erysirgleLGmoduleisTestedviaan Icuttingedge[echnologyanddurability. Elec[mlumines�nceinspecUon.TheELinspec[iondetectr � � e . .. . any mlcm crdcks unseen by the nalmd eye. � ! ' �, ,. ..� .� _ _ . . , 4 O O � � � _ e � v. . r�,�, � MechanimlProperties � ElectricalPmperGes(STC') Celk 6x10 IS305NiLB3 _—_._.__'_'___._'_____._'__....—___--___......_____'__.._.._'__._ _'_'__..�....__'_'__'(____'__'___` _ CeIlceMor LG Mawimum weracSTC Pmav 305 ._....____....._....."'____ __.._.._.____..._._..._....__..__..._._.__'_'__ _'_'__'__....._.....__...__._.__.._....._..___,__.__._,..._"'_'__............_'___..__..._'__'__"'__'_'__'"______.._. Celltype Manocrystalline MPPwltage(Vmpp) 32.1 '_'_'___'_'._.___"_"'___.._._._._.._._...'_—__._.._..._....._..."'_' -._.._...."_'_'_'_—""""_'_____'__"""'_...."'_'""'_ _'"_'.....__.__. @Ildimensions i 565 x i 56.5mm MPP arten[Qmpp) 952 _...___'_"_'__--'—'—"__'__'_'___'__`_"..._._._..._._.�._.....__...._— '_"__..._'__'_______'__'_"_'_"—_'___'__"._..._._._......_... __._._...._._..... •ofbusbar 3 Opmcircvitwltage(Voc) do.0 .__.._._..."'_'__.._."""_'"'""_'_.___..._.__..._""—__.._""'_'.__."' '_.._....__...._._.__..—.._.._'_'_'—'_'_'__._...___'_'—'____'__..."_""__"'__"""'_"____—... Dimensior�s(LxWZHJ 1640x1000a35mm Shorcciwi[cweneQuJ 10.1 __'_"__'"".._'_______'_"________"___._..._._..._"'_'________._..__._'__'_'_ '_'__._......_........_'"__'____'_'__"___'_____._._._...__..._._.._.__.__.........___"__'___.._._...._.—_. Mmvmumload(Pa) 5400 Modulee(ficiency(96) 186 "'"'_______'__'__._._._._.__.___....___'_—_'__..._"______..__._....._.__._. .._'____'"_._..._..__...__..._.__..._.___—___....._...__.____..._.... Weight 173kg OperatlrgtemPeawreC�) -40-+90 —.-.__....__._. .__._...____—_____'__'_'___'______ ......__"'_""""._..."'_"___'_'.._.....—'__—_.._.__._.__.." "_'_'__'_"_'_. Connectartype MC4mnnec[arIP67 f�taaimumsystemwlwge(Vf 1000QEC) _'._..._...______'__'_'__'_"_'__—_'____......_..'____...." __.__.___.__.._........___'____..._'___'___.._'___'__.._....'_______._._...._._._.....—.."_'_'__' 1mRionbm� IP67uv[h36ypazsdiades MaHimumserie(use2Vng(A) 20 _"—_'_--"_—'____._...._'—_____".._....._..._....._.—____.__.____.._._._ ..___'_..__""____—'_____—.._..._._._._..__.__.._.__._..__ __'—_—_'___..._. Leng[hofcabks 2x1000mm Powermlvana(1� 0-*3 ..._'___'____....._—.._.._....._.__._.__._.__._..__....._...._._...___'___..__...__.............. Frzme MalizedNuminum •�1'��T��+muonl�Mw�omw/m'.modA.amp.ra�n�5C�t.s whh promaice black coati^9 .m.�.mMm.ww.�w�rs��.�neau�.kaey�o.mm�am.wene�-.ewe..�. _..._'__"_""_"...."___"__'"—'_'__—.___._...._...__._._...___'._...."' Glas HighvansmissionTemperedqlass eTempemeurc Coefficienfs 0 CertficacionsandWarrenty No[T a5o.2'C _'_'__""__.__._....'_'__'__"'_"'_'___"'__...'__.....___.._.._.____.._____._...—._.___...._ Cettificatwns IEC61215,IEC61]304/-2,IEC6]]16 %".PP.___.___. -041�°� � ' .—._..__._...."'......._...__..............__.._._.__.._.__._... . . .....____....._,__........._........_—...—.�...'__"_"_...__..__..__...__._._.....___..__._._.. Sal[Mi4CormsionTest(IEC61701) Voc.__._'__ —_'_'__'_'_'__.._.....0.29%./__�______..._.._...___"'""—"__......_.._"_'___. Isc 0.04Ya/'C . � .- _'__'_"'_'......."_".__..._'_'___"_____—'_'___._._... UL 1703,I50 9001 .____......._..___'___....._._...__._.._._'"...__.___._._.__...__...__'_'_'__...__'__"_ vroeuaMaranry loyears _'""'_"__"_"__"_"__,__._.."__'_'__"__._....'_'__'_....__._..._ OutputrrarranryMPrtw� �nearWarranty" �o io (� rmrcntmlmirce�3%) •t)�1�memz3)Mrxro�onsnwnatle5ret3an3)61.n6mm.n�= � � � Current-VoltagechareaeristicsatvariousirradianceleveLs 0 Dimensions(mm) R Q �p IWOWhn� Im9uG�lren� SI�vnW�Fa�w E e emwi.= ss�,olvw..� Isi..er�m.� "�.� o�mnew.A�l . � � ♦o•2s n„.•1 6 600W/m� OnInMI��W�) 1�Irt�u�bMvwnmeunXighelu) 10 5 1y189 � �W� bn ku 3 12-0�3 l � ---�+� AOW/m� `� Gwmm�fMle03o) Id M1I � \ ROB.OR rl� r �w.�mmp x.4.leo� I 0 5 10 IS 30 ]5 30 35 10 µ��ga(� � � 1 1W0 e Current-Voltngecharetceristi6a[variousceLLiemperemres c�°1i1en�'" � _ F - &^140 £ � $ § � $ E g E y F E e � a a • a 120 - ' ' � 9 � `�_`` IsC � = f r ` . . a_"'__"'_"' x [ �10° £ s oc - - o a eo "_""_'_' T Pmax 1 s.� 60 _..____.."""..___"_"_—.__"__"'_"."."..".._..."""_.."... ' E <o - ------- ------ ----- ------- 1 zo R � 0 .ao .zs o zs :o �s ao Tempemmrern as �The 3a W ee trMeen[Fe¢�rte�d[M maunEn9/9a�dn9 Itln � � LGEk[[m�n�ezAu4210G alt0 PmfuxSCReni.seertm6F=tn:M1enyw>w»nsrz, tt � SaN�6u5 esT :'+.1:.�3%.��^=+�ervmbxarM:ilGFe:tml::lr.wM]Wr. 2V.bnCerlandOrneEm4mGm1CNSW3166 'nkm.rt�.iv�.r�nn��i<m��E.:c�u::.F:e.orse:xobr•mm ��i.ami��svrs PM1:1300 LG CA0.E(1300 50 3l]3) EmailwW.aks@Ige.mm n Life'sGood Web�.lqe��qycoma� co�:gn��zo�a�ec�+6nn�ynnrex�e. $ �� . . -._..._.:.:.,:__. e • . � • . � . . � � e°e° UNIRAC P HItTI GFCUP(OMPANY , SolarMount Technical Datasheet , Pub 110818-1M V1.0 August 2011 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 eMruded aluminum Bottom�N� �(hidden..ses al�oys:6005-T5,6105-T5, 6061-T6 Up Clip ❑ote�' • Ultimate tensile: 38ksi,reld: 35 ksi � /� • Finish: ClearAnodized � ,r"� • Bottom Up Clip wefght: -0.031 Ibs(14g) �off • Allowable and design loads are valid when components are Beam f 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 Use anti-seize and tighten to 10 ft-Ibs of torque y 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 Averege Ailowable Safety Design Resishance � Direction Ultimate Load Factor, Load Factor, �--^-- � _�� Ibs(N) Ibs(N) FS Ibs(N) m � 4 ''�' Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662 Y � � Transverse, X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 � � �� Slidin Z± 66 292 27 (119) 2.44 41 (181) 0.619 �x 9, ( ) Dimensions specified in inches unless noted � 1 . . . . - . . , , - - :e� UNIRAC p HILfI GRa11Y(OPoIPANI' SolarMount Mid Clamp Part No.302101C,302101D,302103C,3027U4D, 3021050,302106D Mid clamp material: One of the following extruded aluminum ~R�a§�� Bott alioys: 6005-T5,610ST5,6061-T6 Mid�Fla e Nu , Clamp r Ultimate tensile: 36ksi,Yeld: 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'/:'-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque � Beam • Resistance factors and safety factors are detertnined according to , paR 1 section 9 of the 2005 Aluminum Design Manuai and third- , ��„ " �_ party test results from an IAS accredited laboratory Applied Load Averege Allowable Safety Design ResisWnce �-��u+� - - Direclion Ultimate Load Factor, Load Factor, � OFtV/ECqM�OlpfS -`'�,t�,..._.... Ibs(N) Ibs(N) FS ibs(N) m � Tension,Y+ 2020(8987) 891 (3963) 227 1348(5994) 0.667 ,._.y��,.�;•k� Transverse,Zt 520(2313) 229(1017) 2.27 346(1539) 0.665 Y •-��"�~-'�-u ' "-- Sliding,X± 1194(5312) 490(2179) 2.44 �41 (3295) 0.620 __._� _ __ _.� _ � _._ ►X Dimensions specified in inches unless noted SolarMount End Clamp Part Plo.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, so2oo9C,3o2ooeo,302otoc,3o2o�7c,3o2o�2c • End clamp material: One of the following eutruded aluminum .:. ,., alloys: 6005-T5, 6105-T5,6061-T6 `�.-^''� olt • Ultimate tensile: 38ksi,Yeld:35 ksi ��-"' � Finish: ClearorDarkAnodized /,/ End clamp weight: varies based on height: -0.058 Ibs(26g) E drf Clamp Allowable and design loads are valid when components are � S� !' assembled according to authorized UNIRAC documents � Flange Nut • Values represent the allowable and design load capacily 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 �I . serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to paR 1 section 9 of the 2005 Aluminum Design Manual and thiM- Y party test results from an IAS accredited laboratory � • Modules must be installed at least 1.5 in from either end of a beam • rX �.s Applied Load Average Aliowable Safety Design Resistance ""''"'"` Direction Ultimate Load Factor, Loads Factor, !_ "�__—'�:;1 �� (,::,,t Ibs(N) Ibs(N) FS Ibs(N) N °w�`� !t � � Tension,Y+ 1321 (5876) 529(2352) 2.50 S00(3557) 0.605 T"� �' � Transverse, L+ 63(279) 14(61) 4.58 21 (92) 0.330 � � � - Sliding,Xt 142(630) 52 (231) 2J2 79(349) 0.555 Dimensions specified:in�inches�uriless=�oted \ 9 �00 . . . . - , . . . - - .. UNIRAC a wiri�ecw mro�,anrry SolarMount Beam Connection Hardware . SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the foilowing extruded aluminum alloys: 6005 �--�'� J T5,6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yeld:35 ksi • Finish: Clear or Dark Anodized • L•Foot weight: varies based on height: -0215 Ibs(98g) • Allowabie 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 l-Foot connection: •Assemble with one ASTM F593'/s-16 hex head screw and one - errated ASTM F594'/,"senated 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 sNandoff,lag screw,or other � � attachment method �+ �a, Applled Load Avarage 8�4aty D�Ign Reelstene0 r.�oT�,a Dlrectlon Uitlmate Allowabie Load Faclor, Load Faetor, taw,emrut ibB(N) Ibs(N) F8 Ibe(N) � "�"""`µ-`"`i � 311d1ng,Z# 7766(7858) 755(3358) 2,34 1141 (5077) 0,�46 • 34f • Tension,Y+ 7859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Comp2ssion,Y- 3258(14492) 1325(5893) 2.46 2004(8973) 0.615 Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 9 �. . . . _ . . . , . _ :e UNIRAC PHILT16n0UP(OMYANV SolarMount Beams Part No. 310132C, 310132G8, 310168C, 310168C-B, 310168D 310208C, 310208C-6, 310240C, 310240C-B,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 1271 To[al Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Sedion Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Auis) in' 0.464 1.450 Moment of Inertia (Y-Axis) in° 0.044 0267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0254 0.502 SLOT FOR T-BOLT OR 1.728� SLOT F9R T-BOLT OR �n" HEX HEAD SCREW %�HIX HEAD SCREW 2X SLOT FOR � SLOT FOR � BOTTOM CLiP 2.500 BOTTOM CLiP � . I3 nnn � 1316 � SLOT FOR O I. 3/�"HIX BOLT SLOT FOR 1385 I I 3�" HIX BOLT I I � 387� .LL 750 1.207 Y Y �1.875 � 1 ..�x . ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches uniess noted r_�-_--�...._ � _�.� . r_r.,..�. - ---m- - . _ _ _o�.�.._..w��.� - - -� - � � _ �_ � � . '" r � f , � �4�, � . , i � 4 , � .t . ;s, i �#. k .. 1'- �I .r,u. ' '. . - �, �� x � � ; � � � �� ` w ��' � , `�reellFaSte�tl�M � PRo�ucT �ui�E � : `+�._J `- ' _ � f ' �� '` �` ri ° ' ' : � � � � + 1 t ' � r �e u � � � + �' t � GreenFasten GF-I Contents ;�. �-� �� ,4" � F � Y '�" �, f " !`:i �', ,� � �` � g� �. t� r ' '�"' N � . � � ' - . '" �� ,4 � ' ` � " ° � �+`� ,�'� , ,„ � r,�i= , , '' � <y , . Exploded P�oductView '— Sec. 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'... �r�i fy . : I{ � � � `�.'i�fi�..`� � � : 1 � �,r a .. ^^ ' 't. . °F ��. . F d ..i -� wm-k � tr�_�. "'"a F"�� „r- w-" ��'� A ' .> x< �� . -r: M� k a ,e E' $._. �. � ._ . � �°. � ' 3:R"'... r�^'�'" m.� � .�a�s �;w.�s, �g�_ "a�'a�s^�� -,..�.� . ,..w Af' J' aa��-�.. �...�..= . .d�x> "�.' w-� .. y, • .�.,, m �....�""� _ " �� ,;j ,. ., . ..-:.� _^'rw„- �' .�-- —°�'�.. � '-� 3 - i:s�3 m EcoFasten Solaro 877-859-3947 Committed to the Support of Renewoble Energy ' � � � e . � a F a � � � °� a °3 a a N 8 � O O 0 i+ _ A i N O I V� O i+ i+ N � � O I � O —�I['� i� t �\ O �\ \ O _ _.. ( \ .�- I W � I O ! O I_-.+ � � (Nn W W TI � i�. W I+ � � � � J � m m Z D N N U I+ � o i r^ � � -o � O � p b � C � n � � � i� w C r � � � � T II n �" T m c" 3T � � 3 3 � � �n = m rn � r � n -� O W •+. W T ti s (�o � N N � � W�'��M . C � �� , .r � ' „;:��+.�... '� �.' x.� �A'.�;� . "••'^�-m"� �� . .,r �_ �"Y'�$` ,�.�.v'S� „r ..� . . . �L �LL � �w,,.� � �"' =�` 'w', �-�en-�.;.� n � .'�at'�' .. _ 4' a .r.�.».z,� ,...a,--s9„ �`re"c-"`�� s r » � � ..�.o- "_;a�,sn.� �„ . . " � � � . ' - ' . ^ ... .-.w.�a- _ . �� ... r V_,3" � ..,,i .ar,�-.. � . ... -� N�... _. .. ' ' I .��am,� � EtoFas[en Solar� 877-859-3947 Committed co the Sup¢ott o f Renewoble Energy '� . � � s } Q I g I � i a3 S § a ¢ g °'_� a � G �i � 0 P ` N O C'> O V —�--'-_____-_— I � �___'_' i+ � O � L�__- _ - .-_ O � I N � I (n % � � N � i+ W O v -. V O I+ N X O � `} i N � �-- � i '� i = Q } m � � n' D c �+ � N �� ,� / m - Z D o `" � m � Z 'm N i � � � � � � 1'T � C N W (� X � � N ��-. .n 3 �p C = o. v D � m � Ic � � �. � � T � � A '- ��6r ��s��' a,'� � � 5 I, ,.4 ;.. '�, .�`q,�� GREENFASTEN'" PRODUCT GUIDE — GF-I ��.� Speci fications ¢.,�� 3 ' M � r � ' PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be !�ni. A. Submit manufacturer's written speciFlcations. compatible with chosen roof application and I I.1 SUMMARY 6. Submit slandard produc[cut sheets. meet specif ed pull out values as shown in load �4 �j� I A. WORK INCLUDES test data. t� f � " I. GreenFasten solar attachment bracket that C. Submit installation instructions. � ��!�� . D. Submit produd specifi�load test data,showing C. Base flashing is,032 gauge aluminum embossed .,�i.I�� } attaches directly to the roof deck. ultimate and allowable load values. to accept EPDM bushing. ? 2. Provide appropriate bracket and fasteners �k��'�";f forthe roof system. D. Bushing is EPDM. � �r 1.4 QUALITYASSURANCE {� t�ir`� �, B. RELATED SECTIONS Installerto be experienced in the installation of E. Stainless s[eel bonded washer is 302 stainless � � �+�'�- � I.Section 07600:Flashing and Sheet Metal specifed roofing material and snowguards(or no less and EPDM. �� z � 2.Sedion 07500:Roof ng than 5 years in the area of the project �� ;'��+�'� 3.Division I:Administrative and procedural 23 FINISH—Mill Finish �S g' � A. Bracket is mill finish aluminum �m� . uirements I.5 DELIVERY!STORAGE!HANDLING i i r � � ' �, 4.Division7:Thermal and Moisture Protedion Insped material upon delivery.Notify manufacturer .� ��, ° � � � within 24 hours of any missing or defective items.Keep g� B�e Aashing(choose one) �� Y�f �� ,; � 11 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish A. COMPONENTS: �� '�k;� �;�� •� w` 1. GreenFasten stem consis[s of aluminum 2.Black-kynar panted '��,;,;� i v s/ PART 2 - PRODUCTS ��"�.. ��:',. , a Flashing wRh integral EPDM bushing and one 3.Dark 8ronze-kynar painied .,{ . • 3 bonded stainless steel and EPDM washer. � r � 2.f MANUFACTURER v 2. Fasteners EcoFasten Solar"' PART 3 - EXECUTION i< k� ,, • � A.To be of inetal compatibie with aluminum � r� 6; 0 289 Harrel St Morrisville,Vf 05661 f x' �. } r GreenFasten componentr. <�' "!�`� �" � " � B.Fasteners should be seleded for �877) $59-3947 3.1 EXAMINA710N � � www.ecofastensolar.com. A. Substrate:Inspec[structure on which bracketr �� "'y,,y ti 1 �. � rompatibilRy with the roof deck. are to be installed and verify that it will wRhstand fr .5 CFastener strength should exceed or be equal Z Z_ �qqTERIALS any additional loading that ii may incurred.Notify 5 � . �,��5; � to that of the allowable load of the rystem. A. Attachment Bracket General Contrador of any deficiencies before � � �, See test data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar bracketr. �.�- ��;. ' � t� �E 3. SealaM(if 2quired by roof manu(acturer): B. Verify that roofing material has been installed �� •� E to be roof manufacturer approved. I. F-I 1 I � , o corizRly prior to ins[alling solar attachment brackets. �' 4. Aluminum attachment bracket 2. L-101_3,. ' => � 3. L-102-3" 3.2 INS7ALLATION . { ` P g, DESIGN REQUIREMENTS: 4. CP-R F-��i��' f ' "' A. Comply with architectural drawings and B; I. Bracket spacing to be recommended by 5. CP-SQ project engineers recommendations for location '� � � projectengineec 6. SL-102-6" r � F� w 2. Install a minimum of one fastener assembly. 7. Z-I 0 I of sys[em.Comply wRh ManufaRurers written � �, 3. It is important to design new structures or 8. Curtom installation ins[ructions for installation and layout. - '° assess existing s[rudures to make sure that -'' :i`" - �� they can wRhstand retained loads. `$�... � �i.k.' ' F : � � e 0 V y W \ � M v �Emfvsren Sdar9 Ap mrrtent proteaed undu mpynght AN ngho reserwl.Ol/l bll i �� M $e[.$-� a � � , 1 5�� !�5 � � � ,ifi �. . , ;,�� ; �,� �' �"'� GREENFASTEN'" PRODUCT GUIDE — GF-I � �1�� %j1�� Amerkan Wood Council Lag Bolt Pull-0ut 1/alues a ��, , . _ � � �� „ � �ts��1�' � � �� a , ��u4� Lag pull-out(withdrawal) capacities (Ibs) in typical roof lumber (ASD) I�� 7r �i,. Log screw specifications "��(�} �' � Specific I 5/16"sha * G��"k<� . riR�"' ft , Grnvity ��i {,��'k��}�t9j �°F � per inch ihread depth �� ,� , o � Douglas Fir,Larch .50 266 �w ,�,# ffl�� ` � Douglas Fir,South 46 235 �� , N v Engelmann Spruce,lodgepole Pine 46 235 � � � (MSR 1650 f&higher) � ,� 4 '� j �' � Hem,fir,Redwod (dose grain) 43 212 � a. �' �+' a Hem,fir(North) 46 235 � ` ,�� `�P; p��g � � Southem Pine .55 307 phee�h .cp� i � �� s Spruce,Pine,Fir 42 205 PI ` {i � ' �' � Spruce,Pine,Fir .50 266 i� �'T a �'' ,< E (E of 2 million P51 and higher I { � ' � grades of MSR and MEL) F P V ,9�d : f k I �" � � � � � m � �J a � ! � ' $ ^ � � � � � ,� � ! ' � � � ro , `�.' o �. N C y � �_.: s � � LL F � ir � w ! '� 7' 6 � # .. ' � � �O EcoFostcn Solar�Atl cwrtrnt pmmcmd uMu mpynghc Ali ngh¢mserved.01116/I� �.6-� E' . . . �_...,, ��` a �a. � � a ' ` " ECO-44 WOOD BLOCKING - PRODUCT GUIDE � �i � 1 �� , I � � � � � � � � ExpiodedProductView/B.O.M.- 1 �- �, *\� n,,.f � ° „ ,� E Installation Instrudions�2 ' � �-: „ � :�- . Y , � � = , , Cut Sheefs—3 �`" ; xe ,�L x S � . � �, � ra �� .�~��„� � � . � � Specifications-4 •� Y �' � � '_ ` � �=, '0. ' Test Data—5 ° , � �,. �� > ,. �. � '` � ��=�� '- �� o� , $ , Price List—6 /'.. 1 ' �� [.s # . �� :�*� . . + s e . 4 � y , . . �•�i � I a. � � �; r � t:. � fT ._ y. a.i F e ' .. S i . , v .._ �.a sa . ., . � ,. � ,.� �. . f ��. , # � � . . . �( � .. l� }.. .., $ ` , ,� i' � z " �: x § ' -#e .. ° � � "` � � � . x � g � a � � j � � ��j ' $ b � i . , _, � �. ��^ c '' �pt �� . . , �. lf . , ^ :� c2t.� 4�' , I ,, s. 4 ., : .. . ' . ' � ,. ,._ � � � v'n� ;a` . � . . ,. ,l� ., ! . 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" , . � �.. µ y 6„ p ,. . ,s �. � ; ' s i ., -"' i °. - � . � , . � . nr t ° . „ �• .... ,. . s r . � , � .. � . � .�.� �"' . .. '. . s. , ' ... . . .� : , „ � . ,J .. _ �. . . . . . q .. �. . . s .�,s � , � E + 8 S � � F` k� ?k � 3.r ,.� . a - a `� '�¢ � � � '� ` . . �" ,. . - �a » r� ji/ � � . . a,a � . '� a ,. ,. �M1 + y �� E> ,z+' � � � T °i � _ �, >�� _ r�} l y �� .g,n Kv �,i �+��v�.� 4�.� # � TMz�. �s � f�, �M s . = r f � , v u,.,�" �� s�,` ��' t {, .� ' t. � .. -."- as . .,r srs� ;•?.�. " y .r , . � � ��, ._ � ,� * � .. . .. � , `+ ' �. � a . x G _ , ' . . C . .� A '�"", n �' w �� , . A�,. � p �, .�.,� *a�..,w�,� °'�� : `$ '� ' �� r' , � , P � `,� ""�,'r. . - , � . �; , �- Y ' o www.ec f stensolar.com rY o- � � 3 ��- , �� a° �EcoFasten Solar� ' . . t �, : y_ . . ?` s � , �Op� ° ° . , , � n., g . .. ' } .. .. s �� i. i. •' � �.n .. s . � .� . _ _ . � �-va .P .e . _ . a :.t._......� . , w ,... ,_ ,.w . . . � .. �'*" � , , .. g . � §4 .; � tl� � ' �, '� Eco-44 Wood 6ioeking— Prnduct Guide Exploded Product View, Bill of Materials � l i� ' � ' �+ Materiais Needed forAssembly �� 2 �2 Item No. Description of Material/Part Quantiry �� pp 7 Structural Steel Roof Deck By Others �r � � , �� 2 Insulation ByOthers B 3 Membrane By Others , . � �� 4 Wood Blocking B Others C (Thickness TBD)(6"x Span 2 high ribs,use level) Y 4 ' � i 9 5 Eco-44 Base Plate 1 6 Fastener(length to be determined) 4 ��' � �� 7 P6-CSK(1-1/4"O.D.) 1 � 8 Pipe Flashing with 1" Boot(Must match roof material) By Others � $ 9 Stainless Steel Hose Clamp By Others �, . � � � , 10 C-102-6 Bracket 7 �;�t � � 11 Hardware(3/8" bolt and nut) 2 k � 12 Hardware(3l8"bolt and washer) . 1 .-�,�A � b � `,�, . Required Tools ��.�, , 4 : - • ' ;� 5 � � � �` r . , . � � , � 4 u:. . ., �� f; ; �, , � � � � , =�� 3 �� '.��. " .r \ ._ i k r_ 2 � �� i � � � � .�:��;.;, � J 1� � � � �-�'.�� 't' � ' # : � ; ,� I 877-859d947 Coanmirtt�EotheiuppalofRenewa6leEnergy �EmFastenSalar'Allconten[pmtectedundermpyright.Allrightsresetved 17/072012 1.1 ?�_..__ti.._..d._ � �-�--- � � „ '`'^ x i , , � !�` � ' � Eco-44 Wootl Blocking— Product Guide Installation instructions ' t �- '�. �� 1. Determine the locations needed for the Eco-44 brackets. -� 2. Place base plate(#5)on finished roof deck material. �2 � 2 3. Trace around the base plate(#5)adding a one inch perimeter[o the base pla[e � - dimensions.Note:it may be helptul to make a tra�ing template to speed this process. � � "`�„ 4. Set base plate(#5)aside. � 1 � e �� 5. Using a utiliry knife or scissors cut roof inembrane from corner to mmer diagonally across = , the area marked in step three to form an"X".This will allow the installer to fold the resulting � � � four triangular shapes of roof inembrane back to expose the insulation below. �� `Depending on the roof substruRure,step six has two basic variations. 9 �;, _Yf i',„ 6. Cut out a section of the insulation equal to the hole cut in the roof inembrane in � , step five to expose the supporting substruRure. _ �' °� f A.If the substructure is wood,gypsum,or concrete install wood blocking(#9)to = fill the void created by removing the insulation. # @ � B.If the substmcture is strudural steel decking the installer will need to enlarge the 8 . � opening in the membrane and remove enough insulation to allow the wood blocking :. � to be fully supported on at least two of the high poinu of the corrugation.The !: �, dimensions of the wood blocking(#4)and the opening in the membrane will vary � � � depending on the amount of insulation that needs to be removed to allow for a properly supported wood block. � -,,� r 7. Fill any voids around wood blocking(#4)in a manner that is approved by the roof 6 �� membrane manufaRurer to prevent thermal bridging. �' � 8. Lay the four triangular roof inembrane flaps back down over the wood block(#4). • s �� '�# 9. Replace hase plate(NS)over the roof inembrane flaps and secure it to the wood blocking ? using four fasteners(li6). $ ' � � 10. Install standoff(N7)by threading the post onto portion of the stud. 4 6 �/� Torque ro 50 inch pounds. n F ,i�,`}� 11. Install acceptable roof inembrane manufacturer's plumbing I vent stack(#8) '� �.�,* � over standoff(#7). 3 ' (� � 12. Secure stainless steel pipe damp(#9)around top of plumbing vent stack flashing(#8) —�' `^-" with roof inembrane manufacturers accepta6le sealant,if required.It may be necessary 2 � ro trim the flashing so that it is flush with the top of the standoff. �; 1 �``�,, � i , , � � �, �� _ i. i 877-8593947 Committed to the Support of Renewahle Energy �EmFasten Solar�Nl mntent pmteaed undercopyright.Nl rights reserved. 0712612012 2.1 a R � a�.._...�,G.....�J �`•�. �' � . �� , Eco-44 Wood Blocking — Product Guide Cut Sheets: Base Plate EF-44-55 ' � �� . . �� _�.�___ � � _�.� � � A� �.� � i � ze�ot�s�aauamam I ,�� #y � — � � � �� l � L � � � o N � , � 82.00° I � � '�� :��.�.\`�4 � .e --- O O .85 ;� ` , . i � � �_ � � �� -�� A� � SECTION A-A # SCALE 1 : 1 �:t � i � � � ti�./; ,�� _j 9 j , . } 877-859-3947 CommittedtotheSupportofRenewableEnergy �EzoFastzmSaiar'pBcont�aprotec[edunderwpyright.Allrightsresenred. 01262012 3.1 ,�'__._�� \�/, . . _ . . . . , ; � � RGS I ENERGY � RE�E�vEo //,�� c�ea�Powe�.Br�Bhcsav��8�. (NSPECTIOP�AL S��RVICES � 2015 AU6 2 U A 8� 4 9 August 20, 2015 City of Salem Building Departrnent 120 Washington Street,.3�d Floor Salem, MA 01970 , Hello, I have enclosed a building pernut application, applicable fee and supporting documents for a residenrial solaz installaHon in your town. Please let me lmow if anything else is required to approve our pemut. Once the pernut is ready please contact me at the phone or email below. Thank you and let me lrnow if you need anykhing else, �V� ' ICim Hendel Permit Specialist RGS Energy 106 Route 32,Suite 10 North Franklin,C'C 06254 Ph 860-535-3370 Fax 413-653-2225 kimberiv.hendel�RGSenergy.com c� 663 � ��-�� 106 Route 32,Suite 10,North Franklin,C1'0G254 � tel.860.5353370 � fns 413.683.2225 � RGSEncrgy.com A