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24 SUNSET RD - BUILDING INSPECTION (2) d : . .v�� y .. . . ,. � � � The Cmnmonwealth of Massachusetts �i'�7F'E6fi! NAL S�F�16��"� < Board of Building Regulations and Standards SALEM Massachusetts State Buildin Code, 780 CMR ai� �� g ,�3�tl r��'�t �8vi��'�� Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Sec[ion For Official Use Only Building Permit Numbec Date lied: � �.. 1 ( � Building Official(Prin[Name) - Signature Da[e � SECTION l:SITE INFORMATION �� t.l Property Address: 1.2 Assessors Map& Parcel Numbers � 24 Sunset Road 31 0250 c�,-� I.1 a I5 this an accepted street?yes X no Map Number Parcel Number �� 1.3 Zoning Intormation: 1.4 Property Dimensions: � R1 residence-no change � Zoning Distric[ Proposed Use Lot Area(sq ft) Fron[age(R) � LS Building Setbacks(ft) n/a Front Yard Side Yards Rear Yard Required Provided Required Provided Requircd Provided 1.6 Water Supply:(M.G.L c.40.§54) 19 Flood Zone Information: 1.S Sewage Disposal System: Public❑ Private ❑ Zone: Outside Flood 7one? Municipal � On si[e disposal sys[em ❑ Chcck if yesO SECTION 2: PROPERTY OWNERSHIP' 2.l Owner�of Record: Julie St. Louis Salem, MA 01970 Name(PrinQ City,State,'LIP 24 Sunset Road 857-756-7790 juliestlouis82@gmail.com No.and Stree[ ' Telephonc Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK�(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demoli[ion ❑ Accessory Bldg. ❑ Number of Units Other C� Specify: solar Brief Description of Proposed Work�: Installation of a 5.27kW roof mounted solar array usinq 17 LG310N1 GG4 mnd Ias, '17 Fnoha�a M950-RO-71 I-577 mirro invPrterq, and all a«ociated electriral work SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estima[ed Costs: Official Use Only (Labor and Materials) l. Building $ 5,000 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical g ❑Standard City/Town Application Fee 20 000 ❑ToYal Project Cost (Item 6)x nmltiplier x 3.Plumbing $ 2. Other Fees: $�� ,\ 4.Mechanical (HVAC) $ List: �� 5.Mechanical (Fire $ � - _ Su ression) Total All Fees: $ Check No. Check Amount: Cash Amount: ' 6.Total Project Cost $ 25,000 ❑paid in Full ❑Outs[anding Balance Due: � SECTION 5: �ONSTI'�UCTION SERVICES 5.1 Construction Supervisor License(CSL) 101487 11/7/16 Gary BBals License Number Espiration Da[e Name of CSL Holder List CSL Type(see below) 61 Tumpike Road � No.and Stree[ Type Descrip[ion U Unreslricted(6uildin s u to 35,000 cu.ftJ Ashby, MA 01431 R Restricted I&2 Famil Dwellin City/ToHni,Sta[e,ZIP M Masonry � � � RC RooCtn Coverin WS Window and Sidin SF Solid Fuel Buming Appliances 978-855-8568 gary.beals@rgsenergy.com I Insulation Tele hone Email address D Demolition 5.2 Registered Home Improvemen[Contractor(HIC) 162709 Alteris Renewables dba RGS Energy � 4/6/�� HIC Regis•tration Number Expiration Da[c HIC Company Name or HIC Registrnnt Neme 106 Route 32 Suite 10 kimberly.hendel@rgsenergy.com No.and Stree[ Email address North Franklin CT 06254 860-5353370 Ci /Town, State,ZIP Tele hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(�) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will resul[in the denial of the Issuance of the building permit. Signed Aftidavit Attached? Yes .......... Lf No ........... ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Altens Renewables dba RGS Energy to act on my behalf,in all matters relative to work authorized by this building permit application. see siqned authorization form attached °Z� /6 Print Owner's Name(Electronic Signature) Date SECTION 76: OWIVER'OR AUTHORIZED AGENT DECLARATION By entering my name below,1 hereby attest under the pains and penalties of perjury that all of the information contain d in t is applica[ion is true and accurate to the best of my knowledge and understanding. ��/' �. ' ZU /N Prin Owner's or Autliorized Agenl`s Name(Elechonic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registereA in the Home Improvement Contractor(HIC)Program),will not have aceess to the arbitration program or guaranry fund under M.G.L.c. 142A.Other important informa[ion on the HIC Program can be found at www.mass. ovg /oca Informa[ion on the Construction Supervisor License can be found at www.mass.eov/dus - 2. When substantial work is planned,provide the information below: � Total floor area(sq.ft.) (ineluding garage,finished basemenUattics,decks or porch) Gross living area(sq.ft.) Habi[able room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system � Number of decks/porches Type of cooling system Enclosed �Open 3. "Total Project Square Foo[age"may be substituted for"Total Project CosP' �i r/� '`' ' �. .�� ; ; r;l; , a +�/1,t4 �ux ._...c u��...�,,. . Property Owner Consent Form Owner. � i bn ��C7C7L(� � `}-l'��p71'� � I• �LI LS Address: �� ,�t� Y2 C�(�-�- � Town: <�(', �Q {�v1 State: �r-Y z�p: C ILQ� n Phone: ��l—��o " I l"I C� __ l (r7�7-5� � � l d�� I i hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. P , Owner Dat a�/� / rf� }31`+�F��tSw�l2.4in�h�gpinCT.K.NY 1 v9.tlEpx:SE]�P �� finil3bffi37l" i *~ Massacftusett's -Department of Public Safety � -�'° �`"` � ,� Board o!Buiiding Regulations and Standards �k��,��„��-}..�`� . fi'ancirvctlonSu�enisnr,-, �,�.' �t,�`'� • O��S� t(cense.GS�.1014117 `'" �� tt�n � � = a� 3,�' .. �4�' . {,p �'` :.,f�� uuD +dM�@EN 11".ltRY AB$ALS ,�.` �.'" ��'4 r '�, * ' .;,11-04-2013 N�NE .5�' �Q� 61TURl�iPiKEROA� s " �-;�� ,�j1,�0,7�209$ ��"� }�SHSY MA 01r1#I ... '�' �" �"v'� tU45 �},�s[ 1�Y% N , ., x ��.. . ' ., „�,. � E OM NONE y � �` � . � ryr *' � p 3�8tF,A..rf � a e A�te`a , x cnwr a �" , �� "'�� rt�� 64NRNFINERO - ' ' '4"dtrMi7�35FOitlf" • � �1�}'��'y�':: �t� . . ' - . ASHBY�MN 61Ui•i987 - • I �s ,�, .._ r . . ,"w ;�m�.es.»��w+r.tuaa � ..., _ :., . ..� . . �..,:'�._.:: � ._.. ___, �- . - . -. _.,. - . � � ._ _._ _ ..__ _ .__ '._ _s.. . . � � �n �r� � t �f2Pf 4%??li??.�O�J'1iL d� CUJ�CGG Gt,�-Pf�/J� Office of Consumer 1-lffairs �nd Business Regulation �� 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration ... r �` � _- , ; Registration: 162709 _ - _ ., -+�.'� Type: SupplemenlCard ALTERIS RENEWABLES INC. �w�3 ' �' � _�' � Exoiration: a/si2on GARY BEALS � " { '' � � , ---- � 208 RACE ST SUITE 201 �R t=y=' . "� ' j __ HOLYOKE, MA 01040 �'` '�` �'� _� �_. `. , � � � Update Address and return card. Mark resson for change. scni c, zom-ovn � Address � Renewal � EmploymeM �1 LostCard ----- .._.._ :_ �.. . . . . .�.....». .. _ _ . . .� __ .. . _ .._. . . _ .._ `__'.__, _....___- . _. CY/�r�ni.tvrni�m�a//�r�Flf�rzuryr�nJe!!a -�`�'�. ae ofConsumer ARairs&�Business Re ularion B License or registration ralid for individul use only ��.,OME IMPROVEMENT CONTRACTOR before the eepiration da[e. 1(found remrn to: Otfice of Consumer Affairs and 6usiness Regulation Registrotion: �62709� Type: 10 Park Plau-Suite SI i0 Ezpiretion: 4/6/2D77 Supplement Card � Bosron,MA 02I16 ALTERIS RENEWABIES INC. RGSENERGY � � , GARY BEALS � � 208 RACE ST SUITE 201 ��ti>�..a�•a.;- _ HOLYOKE,MA 01040 UnJersecretnq• � ot • withou[signature µ �.�1 REALGOO-01 DOYLETA ��' CERTIFICATf OF'LIAB9LITY INSURANCE oA�E�MM�oo�� vsno�s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the ceRificate holder is an ADDITIONAL INSURED,the policy�ies)must be endorsed. If SUBROGATION IS WAIVED,subjectto . the terms and conditions of the policy,ceRain policies may require an endorsement. A statement on this ceRficate does not confer righLs to the certificate holder in lieu of such endorsement(s). � FROOUCER CONTPCT � NAME: WIIIISOfCOIOf2AO.IfIC. PHONE a�� 945-�3�8 F^x_ ggg 467-2378 C�026CCfItllfyBlVd -EpMANo,Exlll�� IAIL.No)_�_, P.O.Box 305191 nooness: certificates@willis.com Nashville,TN 372345197 ` MSORER(S�AFFpRDINGCOVERAGE NAICN iHsuReaa:FirstSpecialtylnsurenceCorporation I34916 ixsuaeo � � iHsuaeae:ZurichAmericanlnsuranceCompany i16535 Alteris Renewables,lnc. Endurance American Specialt Insurance Com an 41718 dba Real Goods Solar,IfIG. � INSURER C: Y P Y dbaRGSEnergy INSURERD: _ _ 106 Route 32�$UI�2�0 INSURER E: North Franklin,CT 06254 "— INSUftER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: , THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANV CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLIGES.LIMITS SHOWN MAV HAVE BEEN REDUCED BV PAID CLAIMS. I INSR rypE OF INSURANCE A�DL�SUBRi � POLICY EFF POLICY EXP I LIMITS LTR IINSDIWVDI POLICYNUMBER MMIDOIVYYY MMIDOIYVYV . A X COMMERpAL GENERAL LIABNTY I I, FACH OCCURRENCE $ 'I�OOO�OOO '�, `DAMAGE TO RENTEO � cuims-nuoe �occua IRG 2000529 03 01/07/2076 1210112016 pREMises�oocu�renc, I$ __ 50,000 �I � MED EXP(Any one person) $ 0 , , PERSONNLBAOVIWUR=I$ �,OOO,OOO GEN'LAGGREGATELIMITAPPLIESPER: I � GENERALAGGREGATE $ 2,000,000 � POLICV�JECT � LOC � � PRODUCTS�COMP/OPAGG $ Y,OOO�OOO —I orHea: I� I ;TOTAL AGGREGA7E I $ 5,000,000 AUTOMOBILELIA9ILITY I I COMBMEDSINGLELIMIT $ ��OOO�OOO (Ea acciJenl) B X nNvauro BAP5852403-03 01101/201612101I2016IBooi�viwuav�ae.ne.son) Is _ _ ALLOWNE� � SLHEDULE� I IBODILVIWURV(Peraccitlent)��$ AUTOS IAUTO$ — NON-0WNEO I � PROPERTYDAMAGE $ HIREDAUTOS �qUT05 II I I I I(Peraccident�_____ $ IIMBRELLA LIAB X OCCUR I EACH OCCURRENGE I$ �QOOQOOO O X El(CE55 LINB ��qIMS-MN�E I EXC30000036400 � 07101I2016 12101I2016 qGGREGATE �$ I I DED x RETENTION$ � I II Aggregate j$ �Q000��00 'WORKERSCOMPENSATION I PEft I OTM- I B IHNDEMPLOYERS'LIA9ILITY X I STATUTE f ER I ANVPROPftIETOWPARTNERIEXECUTIVE YINI J yyC5857A05-03 I0��0��2��6I�2/��20�6 ELEACHACCIDENT IS �•��+0�� OFFICEWMEMBEREXCLUDED? � N/l� - I�MantlatoryinNH) I I ELDISEASE-EHEMPLOYEE $ ��OOO,OOO If yES,tlESclibBuntlel j iDESCRIPrIONOFOPERAT10NSbelow E.L.DISFASE-POLICVLIMIT $ 'I,OOO,OOO I II OESLRIPTION OF OPERATION5l LOCATIONS I VEHICLES (ACORD 101,AtlCl��onal 0.emark5 SCM1eOule,may Ee a[tac�etl'rf more space is requlreE� CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AIITHORIZEO REPRESENTATIVE .For Evidence onl `-~w��~ � , OO 1988-2014 ACORD CORPORATION. All�ights reserved. ACORD 25(2014I01) The ACORD name and logo are registered marks of ACORD , _ , � The Comn:onwea[tli ofMassachusetts Departmertt oflndustrial AccidenGs office oflnvesrigarions 600 Washington Street Boston, MA 02111 � www.n:ass.gov/dia Workers' Compensation Iusurauce Affidavit: Builders/Contractors/Electricians/Plumbers Aunlicant Information Please Print Leaibly Name(ausiness/OrganizacionAndividuai): Alteris Renewables Inc. dba RGS Enerqy Address: 106 Route 32, Suite 10 City/State/Zip: North Franklin, CT 06254 Phone#: (860) 425-5282 Are you an employer?Check the appropriate box: Type of project(required): 1.Q 1 am a employer with 320 4. ❑ I am a general contractor and I 6. ❑New construction employees(ful]and/or part-time).* have hired the sub-contractors 2.� I am a sole proprietor or partner Iisted on the attached sheeL$ �� ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. �Building addi[ion [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, §l,(4),and we haveno ]Z.� Roof repairs insurance required.] �I� employees [No workers' 13.0 Other sola�panels comp. insurance required.] `My applicant that checks box t!I must also fi0 out lhe seclion below showing Iheir workers'compensation policy information. �Hoineowners who submi��his affidavil indica�ing they arc doing all work and Ihen hire outside contrac�ors mus�subini�a new affidavit indicating such. IContraclocs thal check this box must ettached an addiiional sheet showing�he name ofthe subcoNrecmrs and their workers'wmp.poliry infonna�ion. I am an employer tha[is providing workers'compensation insuranre for my entployees. Be(ow is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC58�2405 Expiration Date: 01/01/2016 � Job Site Address: Z4 Sunset Road City/State/Zip: Salem,MA 01970 Attach a copy of the workers' compensation policy declaration page(showing the policy uumber and expira[ion date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in[he form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised[hat a copy of this statement may be forwarded to the Office of Investigations of[he DIA for insurance coverage verification. !do hereby certify wCller th pains and penal6es afperjury that the informafion provided above is true and correct. Sionature� �'l`��U' Date: �/2D�6 - � Phone# (860)425-5282 Official use on/y. Do not write in this area,to be campleted by ciry or town o�ciaC City or Town: PermitlLicense# � � � Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Elec[rical InspeMor 5:Plumbing Inspector 6.Other Contact Person: Phone#: Mazch 30, 2016 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for St. Louis Residence, 24 Sunset Rd., Salem, MA - Solaz Roof Mount InsCallation I have verified the adequacy and structural integrity of the eYisting Main Roof 1 (hi�o layers shingles) 2'=x 8" rafters at 16"o.c., having sloped distance 13'-1 P' with horizontal span 12'-0", pitch 35 deg.; for mounting of solar panels and their installation��i11 satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solaz mounting, the Unirac Solarmount rails will be anchored to die rafters with L-foot supports at 32" mar sp. having Ecofasten Green Fasten �vith CP- SQ Bracket and flashing located on the center of the rafters that �rill be securely fastened to the rafters with 5/16"s 3 1/2" SS lag bolts. All attachtnents aze staggered amongst the framing members. The mounting system has been designed for wind speed criteria 100 mph Exp. B and ground snow criteria 40 psf. The Photovoltaic system and the mounting assemblies wilt comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design [o be structuraily adequate. Sincerely, �,�y��.�` r'"�c� �9 0/ � � I �� +A(o'`� ,;a4tESP-MARX�SR. ,��Y� _ �� U � � %\ , PI0.363'05 A James A. Marx, Jr. �S°T��c„�sr��`�k• +�� j/� Professional Engineer S�NA�� MA 36365 � 10 High Mountain Road Ringwood, NJ 07456 cc:RGS Energy Mazch 30, 2016 � To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for St. Louis Residence, 24 Sunset Rd., Salem, MA - Solaz Roof Mount Installation I have verified the adequacy and structural integrity of the esisting Main Roof i (two layers shingles) 2" x 8"rafrers at 16"o.c., having sloped distance 13'-I 1" with horizontal span 12'-0",pitch 35 deg.; for mounting of solar panels and their installation will satisfy the structurai roof framing design-loading requirements of the Massachusetts building � code—780 CMR Residential Code 8th Ed. For the installation of the solaz mounting, the Unirac Solazmount rails will be anchored to die rafters with L-foot supports at 32" max sp. having Ecofasten Green Fasten with CP- SQ Bracket and flashing located on the center of the rafters that 4vill be securely fastened to the rafters with 5/16"� 3 1/2" SS lag bolts. All attachments aze staggered amongst the framing members. The mounting system has been designed for wind speed criteria 100 mph Exp. B and grom�d snow criteria 40 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residenrial Code and loading requirements of ruof-mounted collectors. Thereby, I endorse the solaz panel instailation and certify this design to be structuraily adequate. D�"'t� Sincerely, �t�5"°"r,,"�s �' >�, N�� 5�� m � ni;cSh.NAR%.dR. � I�.L "'1'O �I " A �, \h10.3G355 James A. Mar�c, Jr. A�°'��`��s��`�,�,`�'w .3�3��Il� Professionat Engineer ��0^'AL� MA 36365 �rY� 10 High Mountain Road Ringwood,NJ 07456 cc:RGS Energy i FOR CONSTRUCTION ��/� � � Grid-Tied Photovoltaic System S"Qet ��St � "',,�'� DC Rating: 5.270 kW SheetNo. SheetTitle RGS P�-000 COVER ENERGY � .St. LOUIS, JUIIO � . PV-A01 SITE PLAN 3z7augwonk5pur,Al2 24 Sunset Rd 5[onginton,CT06378 PV-A02 MODULE LAYOUT Phone(860)535-3370 Salem, MA 019%0 Fax(413)683-2225 Jurisdiction: City of Salem PV-A03 DETAILS PV-A04 MATERIALS GRID-TIED � � PHOTOVOLTAIC SYSTEM PV-E01 ELECTRICAL DIAGRAM . � 5.270kW DC @ STC Scope of Work: Pv-Eo2 SYSTEM CALCS ST. LOUIS, JULIE RGS Energy shall install a 5270 kW Grid-tied Photovoltaic("PV")System � PV-G01 SIGNAGE 24 SUNSET RD ' totaling (17) Lg Electronics LG310N1C-G4 Modules with (17)Enphase Energy G@Il@�dI NOt@S: SALEM, MA 01970 M250-60-2LL-S22 Micro- Inverter(s).The Modules shall be flush mounted on 1. System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10340732 the asphalUcomp. shingle roof and interconnected via load side breaker Of Salem. connection. 2. All projects will comply with the Ordinances of the City of Salem. oEs��ER: Lucas Murphy 3. Construction Hours: 7am-8pm Monday-Friday, 9am-Spm Saturday, RE��EwEA�. Ash Bowersock • No time on Sunday or legal Holidays. �ER��o�oArE. 2016-03-30 E(�lllpll'1@Ilt Sp@CI�iCBtIOIIS: 4. Product Data Sheets shall be included. Module: (17) Lg Electronics LG310N1C-G4 5. Rooftop penetrations shall be completed and sealed per code by a REVISIONS Inverter 1: (17)Enphase Energy M250-60-2LL-S22 licensed contractor. ' # By Date Notes Rackin UniRac SolarMount 6. All Photovoltaic modules shall be tested and listed by a recognized 9 laboratory. ' Attachment Flashing: Eco-Fasten Green-Fasten with CP-SQ-Sbtted and Aluminum Flashing 7. CeRifications shall include UL1703, IEC61646, IEC61730. s 8. A continuous ground shall be provided for the Array and for all , Photovoltaic Equipment. 9. DC Wiring shall be run in metal conduit or raceways within enclosed ° spaces in a building. s ROOf $peCIfIC8tIO11S: 10. Conduit, Wire systems and Raceways shall be located as close as Roof 1: possible to ridges, hips, and outside walls. AsphalUComp. Shingle(2 layers) 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 2"x 8" Rafters @ 16"O.C. use guidelines that minimize the total amount of conduit by taking the Pitch: 25° � Azimuth: 215" shortest path. � � Array Size: 17 Modules - 12. Space Requirements for electrical equipment shall comply with NEC Article 110. 13. Equipmen[grounding shall be sized in accordance with Table � Site S ecifications: zso.�zz. x p 14. Connectors that are not readily accessible and that are used in the Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for - � Design Wind Speed: 100 MPH opening and are required to be m�rked"Do not disconnect under a Ex osure Cate o B P 9 rY� load".or"Not for current interruptir�g", per 690.33 (c)&(e). . �- � m Mean Roof Height 25 ft 15. All signage to be placed in accordance with local building code. - ..:;,P Q,. .,,,,.�.� = Ground Snow Load:40 PSF 16. Signs or,Directories shall be attached to the electrical equipment or �'�o-Q' '"�, Q Adj. Roof Snow Load: 30.8 PSF located adjacent to the identified equipment . � � � , � . � � 17. Signs should be of sufficient durability to withstand the environment. , �"^�. All Work to be in Com 118I1C@ WIYh: 18. Any plaques shall be metal or plastic with engraved or machine y ' ;° " �'' p printed letters, or electro-plating, in a red background with white ., f� � - . 2014 National Electrical Code (NEC) lettering, a minimum of 3/8" height and all capital letters. °'".�Fn " ^ 2 0 0 9 t n t e ma tion a l R e si d e n ti a l C o d e (I R C) ,. � j c a 2009 Intemational Building Code (IBC) �` ' � p='~a `� � ' 2012 International Fire Code (IFC) �� r . ,� Fore:� . 2012 Uniform Mechanical Code (UMC) � � � , 2012 Uniform Plumbing Code (UPC) � """P� p"� �;"" ` �`" Not to Scale MA 780 CMR, 8th Edition :�a r�£ . � -including 2/4/11 revisions to Tables R301.2(4)8 R301.2(5) � �� e COVER ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other � ' Structures � Fa�e:r As amended and adopted by City of Salem ; �"� R;y=+ r m � o , � PV-000 � i�a=�a.. _ ,.,,, � ,.,.e.<�,.EP FOR CONSTRUCTION `�1i�% % �� N � • ��C? RGS i W E �4 � ENERGY � � ,,� S� 32 Taugwonk Spur,A72 . S � � 5[onginton,CT 06378 � � Phone(860�535-3370 Faz�413)683-2225 GRID-TIED OC��/ �•� PHOTOVOLTAIC SYSTEM 4./ JYJ 5.270kW DC @ STC �� ST. LOUIS, JULIE 24 SUNSET RD SALEM, MA 01970 (E) Driveway Project# 10340732 oescHea: LUCes Mufphy � �� RE��EwER: Ash Bowersock � � . vEasiorvor.rE. 20�6-�3-3� Equipment on Exterior Wall: � � REVISIONS (E) Utility Meter / . # By Date Notes . Equipment on Interior Wall: / - � (E) Main Service Panel -P.O.I. via � � ' z Breaker Tie In � (E) Property Line (N) PV AC Disconnect-Unfused � a (N)PV AC Combiner Panel w/Envoy-S / � a / �� 1 5 � � � � � (E)Single Family Dwelling 24 SUNSET RD (E)Shed � , / l m / � � � o / II ° ° / ^ Equipment Specifications: i � g Module: (17) Lg Electronics LG310N1C-G4 / � �� Inverterl: (17)Enphase Energy M250-60-2LL-S22 � � a Racking: UniRac SolarMount / (E) Deck � � �i m Attachment Flashing: Eco-Fasten Green-Fasten with � = CP-SQ-Slotted and Aluminum Flashing � / � ��• � � (N) PV Array : / / ¢ . � 17 Lg Electronics / �� • Roof Specifications: � � LG310N1C-G4 Modules / � � � Roof 1: AsphalUComp. Shingle(2 layers) � ' � i� �� i� � m 2"x 8" Rafters @ 16" O.C. / � Pitch: 25° � Azimuth: 215� ` f �/ � F o re st /� Array Size: 17 Modules � / ,�,,. �„ =20, � / i� r' � � — � / � �� River � SITE PLAN �� J �' � i� NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES ,% �� / �/ �/ �/ �� PV-A01 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION � FOR CONSTRUCTION `�1��j� PV ARRAY 1 -MECHANICAL LOADS ��1�� Array Area: 302A R' Total Photovoltaic Dead Load: 2.95 psf ' RG`S' Array Weight: gg2.5 Ibs Avg. Dead Load per Anchor: Z3.5 Ibs E N E RGY AnchorQty.: 3g Equipment Specifications: Roof Specifications: , ,,, . Module: (17) Lg Electronics LG310N1C-G4 Roof 1: 3zraugwonkspur,qlz Design Values by Roof Zone: Corner Egde Interior Inverter 1: (17) Enphase Energy M250-60-2LL-S22 AsphalUComp. Shingle(2 layers) sconginton,c7 o63�s Max. UniRac Rail Span: 60 in. O.C. 60 in. O.C. 60 in. O.C. Racking: UniRac SolarMount 2"x 8" Rafters @ 16°O.C. Phone(860)535-3370 ��--- - -�� -��-- Attachment Flashing: Ew-Fasten Green-Fasten with Pitch: 25° � Azimuth:215° Fas(413)683-2225 Max. UniRac Rail Cantilever: 20 in. O.C. 20 m. O.0 20 in.O.C. CP-SQ-Slotted and Aluminum Flashin Array Size: 17 Modules Adjusted Anchor Span: qg in O C. 48 in. O.C. 48 in. O C. 9 GRID-TIED .__. _ ..--- - --... _.----..._.. Downforce Point Load: 366.5 Ibs 366.5 Ibs 366.5 Ibs PHOTOVOLTAIC SYSTEM Uplif[Point Load: _366.3 Ibs -229.7 Ibs 144.7 Ibs Minimum Anchor Strength: 400 Ibs . 5.270kW DC @ STC � ST. LOUIS, JULIE Average Safety Factor: 2,Z7 24 SUNSET RD � 34'-9" � . . . SALEM, MA 01970 �� Project# 10340732 4 , 29-8 Lucas Murphy oEsicnEa: REVIEWER: A$I I BOWE�$OCp � veRsio�oare. 2016-03-30 ��_9�� ' REVISIONS (E) Roof Obstructions: # By Date Notes Roof 1: , • Vent Pipes (2) z • Box Vent (1) 3 • Chimney (1) i a � i s 10._9„ �3,_��., I ❑ I � I X 1'-5" m m — 9'_11" 6�-4�� 6�_6" � a �' UniRac SolarMount Mountinq Notes: • Integrated Full System Grounding and Bonding to UL 2703 ' • Total Quantity of Attachments=38 (N) PV Array 1: • Roof Zones are defined by dimension, a= 3.0 ft. 17 Lg Electronics �� • Maximum Allowable Cantilever for UniRac Rail is%the Maximum Rail Span LG310N1 GG4 Modules • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted and Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SS � ' 4„ _ ',_0„ • All Dimensions shown are to module edges, including 1/4 in. Spacing belween Modules required when `"` using the Top Clamp Method. • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. � MODULE LAYOUT • UniRac requires one thermal expansion gap (4 in.)for continuous sections of rail greater than 40' in � length � • Array Installed according to the UniRac SolarMount Design 8 Engineering Guide PUBI4NOV03 � • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be � PV-A02 �necessary depending on field conditions. All attachments are staggered amongst the framing members. S FOR CONSTRUCTION `�11I,� • . • i�/'`�G RGS Rail&Anchor Assembly E N E RGY Gp . � . • UniRacTop-Clamp :-�.- . :`-. �' .. ... ,.- 3�pN�G • UniRac SolarMount Rail 3z raugwonk spur,n1z � L�' �e � • UniRac Standard L-Foot stong�ncon,a o6s�a �, . Sh��9 . Eco-Fasten Green-Fasten Phone(&50)535-as�o P �a��G�mP� G Module with CP-SQ-Slotted and Fax(a13�6s3-zzzs Sp a�e�s@�6 O , Rooftop . AluS/1fi x 3-1/2"S.S. Lag GRID-TIED X9'R , O G' Bolt with 2-1/2" Minimum PHOTOVOITAIC SYSTEM 2� Sheathing � X Ra�e�s pc�6 Embedment 5.270kW DC @ STC g ST. LOUIS, JULIE 2 24 SUNSET RD SALEM, MA 01970 Project# 10340732 ,� Attachment Profile � Attachment Detail °Es��ER `°�as ""��PhY AE��EwEa: Ash Bowersock 1 Scale: 3/4" = 1'-0" �' Scale: 1" = 1'-0" „ERs�o�oa,E. 2016-0330 REVISIONS 20" Max Roof Framing PV Module Rail Overhang # By oate Notes �� z Roof Anchor �_ ; � Landscape: N/A 3 & Flashing � Portrait: -15.2 in. L� a Landscape: N/A s Anchors located -I.;_ Portrait: -34.3 in. on alternate roof � I � framing members Roof Specifications: 1.57 in. Roof 1: 4 � -�� 39.4 in.� Asphalt/Comp. Shingle (2 layers) ,. „ „ ,. ., .. 48"Max Y ,.�-. Anchor Spacin SolarMount Rail �_-. �_� � 2"x 8" Rafters @ 16"O.C. T Ma�„�;�y Pitch:25° � Azimuth: 215° Sta ered Attachment Detail I � n°�e5 A ArraySize: 17Modules x 3 Not to s�a�e T Lg Electronics LG310N 1 GG4 m 64.6 in. m 20" Max LL Rail Splice Rail Overhang : � < � • A - `° - � Ground Wire SS Washer &Nut , �I'8'I_ ._IN81_ UniracRail '1 I— '1 f SS Bolt � � Distance from Module Corner � � Minimum Maximum Stagger splice locations Min of 2 supports Long Side, A 10.6 in. 197 in. �=�F. VARIES within the each row of modules on either side of splice Short Side', B N/A N/A SS Flat Washer SS Bolt with a max spacing of 60° �roP-Clamps CANNOT be used on the ShortJ DETAILS Sides o(the Module� 4 Rail S lice Detail �� UL Approved Mounting Locations � Grounding Lug & Rail Not to Scale J Not to Scale V Not to Scale PV-A03 � . , , FOR CONSTRUCTION � _�II//� Grid-Tied Photovoltaic System S'heet L'ist RGs Sheet No. Sheet Title DC Rating: 5.270 kW P�-000 COVER ENERGY .St. LOUIS, .�U�I2 � PV-A01 SITE PLAN 327augwonkSpur,�Al2 24 Sunset Rd Stonginton,CT06378 Salem, MA 01970 Pv-noz MODULE LAYOUT rno�e iseo�sss-3s�o Fax(413)6534225 - Jurisdiction: City of Salem PV-A03 DETAILS � PV-A04 MATERIALS GRID-TIED PHOTOVOLTAIC SYSTEM - . PV-E01 ELECTRICAL DIAGRAM 5.270kW DC @ STC Scope of Work: Pv-Eo2 SYSTEM CALCS ST. LOUIS, JULIE RGS Energy shall install a 5.270 kW Grid-tied Photovoltaic("PV")System PV-G01 SIGNAGE 24 SUNSET RD totaling (17) Lg Electronics LG310N1C-G4 Modules with (17)Enphase Energy G@Il@fdI NOteS: SALEM, MA 01970 M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush mounted on 1. System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10340732 the asphalt/comp. shingle roof and interconnected via load side breaker Of Salem. connection. . 2. All projects will comply with the Ordinances of the City of Salem. oEs��EA: Lucas Murphy 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, aE��EwEa: Ash Bowersock No time on Sunday or legal Holidays. � EC�UIpfTI@Ilt Sp@CIfIC8tIO11S: 4. Product Data Sheets shall be included. �ERs��^�E. 2016-03-30 Module: (17)Lg Electronics LG310N1C-G4 5. Rooftop penetrations shall be completed and sealed per code by a REVISIONS Inverter 1: (17) Enphase Energy M250-60-2LL-S22 licensed contractor. 6. All Photovoltaic modules shall be tested and listed b a reco nized # BY oate Notes Racking: UniRac SolarMount Y g Attachment Flashing: Eco-Fasten Green-Fasten with laboratory. + CP-SQ-Slotted and Aluminum Flashing 7. Certifications shall include UL1703, IEC61646, IEC61730. z 8. A continuous ground shall be provided for the Array and for all 3 Photovoltaic Equipment. 9. DC Wiring shall be run in metal conduit or raceways within enclosed ° 4 Roof Specifications: sPa�eS�� a b��m��9. s �, 10. Conduit, Wire systems and Raceways shall be located as close as Roof 1: possible to ridges, hips, and outside walls. AsphalUComp. Shingle (2 layers) 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 2"x 8" Rafters @ 16"O.C. use guidelines that minimize the total amount of conduit by taking the Pitch: 25° � Azimuth: 215° shortest path. � Array Size: 17 Modules 12. Space Requirements for electrical equipment shall comply with NEC Article 110. U 13. Equipment grounding shall be sized in accordance with Table 0 � Site S ecifications: zso.izz. x p 14. Connectors that are not readily accessible and that are used in the Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for � � Design Wind Speed: 100 MPH � opening and are required to be marked "Do not disconnect under a Exposure Category: B load"or"Not for current interrupting", per 690.33 (c)&(e). � � m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. ,� Ground Snow Load:40 PSF - 16. Signs or Directories shall be attached to the electrical equipment or ��p ��iere��°° '"�� M. QAdj. Roof Snow Load: 30.8 PSF located adjacent to the identified equipment. - ��s`� - 17. Signs should be of sufficient durability to withstand the environment. � �"'*,y ' � • 18. Any plaques shall be metal or plastic with engraved or machine i' � ' All WO�IC t0 b@ IIl C011l�111811C2 WItII: printed letters, orelectro-plating, in a red background with white `-� Y '�� 2014 National Electrical Code NEC ,'' � ) lettering, a minimum of 3/8"height and all capital letters. ^*�.�; 2009 International Residential Code (IRC) - °° � �; � � � y a 2009 International Building Code (IBC) � . ` ;'� ;ay� .� 2012 Intemational Fire Code QFC) , � s. 4 � i ,r' Fo/egt 2012 Uniform Mechanical Code (UMC) � � � '� � ��j " 2012 Uniform Plumbing Code (UPC) � """pa p% + x;Vef ,` ""` Not to Scale MA 780 CMR, Sth Edition � .�,b� s � -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) ' � �*`� . � C�VER ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other `� S�fl1CIUf2S . - �aFvee3t a As amended and adopted by City of Salem {.� R;ve, � � � PV-000 • . . � _- ��(lbin_g.��,. . sa�aunun<mau.�mmar_r II�_. _ ^ _ � _ ._ . , FOR CONSTRUCTION `��1I�� N � RGS W E �� /1��' ENERGY ' , ��(� �[ 32 Taugwonk Spur,Al2 S V�,f �� Stonginton,CT 06378 /- Phone�860�535-3370 � �O� �� Fax(413)683-2225 GRID-TIED �^y �� PHOTOVOLTAIC SYSTEM {,J J 5.270kW DC @ STC � ///�� ST. LOUIS, JULIE �/-� 24 SUNSET RD � SALEM, MA 01970 (E) Driveway Project# 10340732 . oEs��NEa�. Lucas Murphy /- aE��EwEa: Ash Bowersock / , vEasoNonre. zQ�s-�3-3� Equipment on Exterior Wall: � � REVISIONS (E) Utility Meter � ' . # BY Date Notes Equipment on Interior Wall: � (E) Main Service Panel-P.O.I. via � . � � ' Breaker Tie In � 2 (N) PV AC Disconnect- Unfused � (E)Property Line (N)PV AC Combiner Panel w/ Envoy-S / �� / 4 s � / � , e. � � t (E)Single Family Dwelling 24 SUNSET RD (E)Shed � ` � ) / / - / II ' ° r � Equipment Specifications: i � o Module: (17)Lg Electronics LG310N1C-G4 / � ��. Inverterl: 17 Enphase Ener M250-60-2LL-S22 / � ) 9Y m � � / Rackin : UniRac SolarMount E D k g ec v � O � � m Attachment Flashing: Eco-Fasten Green-Fasten with = CP-SQ-Slotted and Aluminum Flashing � / �� Q � (N) PV Arrey : / f � 17 Lg Electronics / �� ROOf Sp@CIfIC8t10175: / � LG310N1C-G4 Modules / � �. �. �. Roof 1: AsphalUComp. Shingle (2 layers) � � �� • � 2"x 8" Rafters @ 16" O.C. / � Pitch: 25° � Azimuth: 215° / �� F o re st �. Array Size: 17 Modules � �' / ,�„E. � / 1"=20' � — — — � _ � � �� ' �� SITE PLAN . River �--� �� ,� ,- r NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES � - � � � -� � � � PV-A01 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION FOR CONSTRUCTION `�,��j� � � PV ARRAY 1 -MECHANICAL LOADS � ��`�� Array Area: 302.0 ft' Total Photovoltaic Dead Load: 2.95 psf � - RGS ArrayWeight: gg2,51bs Avg. DeadLoadperAnchor: 23.51bs ENERGY AnchorQty.: 3g Equipment Specifications: Roof Specifications: _ , ., _, , Module: (17)Lg Electronics LG310N1GG4 . Roof 1: 3z 7augwonk spur,n1z Design Values by Roof Zone: Corner Egde Interior Inverter 1: (17) Enphase Energy M250-60-2LL-S22 AsphalUComp. Shingle(2 layers) Stonginton,CT 06378 Max. UniRac Rail Span: 60 in. O.C. 60 in.�O.C. 60 in. O.C. Racking: UniRac SolarMount 2"x 8" Rafters @ 16"O.C. phone(850)535a37o i ---.__....---..._... .....----._...........- ---................... Max. UniRac Rail Cantilever 20 in. O.C. 20 in. O.C. 20 in. O.G . Attachment Flashing: Eco-Fasten Green-Fasten with itc : 25° � Azimuth: 215° Fax(413)683-2225 � CP-SQ-Slotted and Aluminum Flashin Array Size: 17 Modules Adjusted Anchor Span. 48 in O C 4S in. O.C. 48 in. O.C. 9 GRID-TIED ....... .._ .... .. _..- ---- ---- Downforce Point Load: 366.5 Ibs 366.5 Ibs 366.5 Ibs PHOTOVOLTAIC SYSTEM _..... ---_._ . _ Uplift Point Load: 366.3 Ibs -229.7 Ibs 144.7 Ibs Minimum Anchor Strength: 400 Ibs 5.270kW DC @ STC Average Safety Factor: 2.27 ST. LOUIS, JULIE . 24 SUNSET RD �. � 34'-9° � . SALEM, MA 01970 . � ' �� Project# 10340732 4' . 29'_8" — � �ESIGNER: LUC�LS MUIPh�I � � aE��EwER: Ash Bowersock �� ---� veasiarvoare. 2�16-03-30 ��_9�. � REVISIONS (E) Roof Obstructions: # By Date Notes Roof 1: , • Vent Pipes (2) 2 • Box Vent (1) 3 • Chimney (1) a � � s � 10�_9�� 3,_��,� . ❑ � I X I O '��_5" � m m = 9�_��„ 6,4„ 16�_6�� a 1, UniRac SolarMount Mountinq Notes: • Integrated Full System Grounding and Bonding to UL 2703 ' � � . Total Quantity of Attachments =38 (N) PV Arrey 1: • Roof Zones are defined by dimension, a= 3.0 ft. , 17 Lg Electronics • Maximum Allowable Cantilever for UniRac Rail is Y the Maximum Rail Span LG310N1 C-G4 Modules • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted and Aluminum Flashing attached with 5/16"x 3-V2" Lag Bolt, Hex Head, 18-8 SS °�° 1/4"= 1'-0" • All Dimensions shown are to module edges, including 1/4 in. Spacing belween Modules required when using the Top Clamp Method. • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. � MODULE LAYOUT . UniRac requires one thermal expansion gap (4 in.)for continuous sections of rail greater than 40' in �`y/y��, length V �l • Array Installed according to the UniRac SolarMount Design & Engineering Guide PU614NOV03 . Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be � PV-A02 necessary depending on field conditions.All attachments are staggered amongst the framing members. , S FOR CONSTRUCTION ��11//� . . , ��1�G RGS ' � Rail&Anchor Assembly E N E RGY Gq � • UniRac Top-Clamp ��'-� � - �� - G3�pN�G � • UniRac SolarMount Rail 32 Taugwonk Spur,Al2 L � �e • UniRac Standard L-Foot Stonginton,CT 06375 Sh��g . Eco-Fasten Green-Fasten� Phone(s5o�535a37o P ha��°mp G Module with CP-SQ-Slotted and Fax(413)683-2225 Sp @�6' �' Aluminum Flashing GRID-TIED Ra�e�s Rooftop . (1)5/16"x 3-1/2"S.S. Lag PHOTOVOLTAIC SYSTEM � X8 O G� Bolt with 2-1/2"Minimum 2 Sheathing � Ra�e�s @�6 Embedment 5.270kW DC @ STC Xg" ST. LOUIS, JULIE 2 24 SUNSET RD . SALEM, MA 01970 Project# 10340732 oEsicNEa: �11C8S MUfPhy � Attachment Profile � Attachment Detail AE��EwEA�. Ash Bowersock 1 Scale: 3/4" = 1'-0" � Scale: 1" = 1'-0" �ERs�o�oA,E. 2016-0330 . REVISIONS 20" Max Roof Framing PV Module Rail Overhang # By oate nlotes �, z Roof Anchor Landscape: N/A & Flashing �� Portrait: -15.2 in. ' a Landscape: N/A s q Anchorslocated � � � Portrait: -34.3in. on alternate roof framing members L Roof Specifications: „ 1.57 in. Roof 1: „ �� ,� ,� �. " �� I--39.4 in.—� Asphalt/Comp. Shingle (2 layers) 48"Max - 2"x 8" Rafters 16" O.C. " Anchor Spacin SolarMount Rail ""�"" "'�' 1 Pitch: 25° � Azm uth: 215° v � Mounting � Staggered Attachment Detail (Typ.) � H°�e5 � A ArraySize: l7Modules x 3 Not to 5�a�e T Lg Electronics � � � LG310N1GG4 - m 64.6 in. m 20"Max LL Rail Splice Rayyyil Overhanyyyg � N /�� Q I � .�e� �,y. A . � � � WEEBLug SS Washer Ground Wire � &Nut � gul_ _I„g I� Unirec Rail f 'I I` SS Bolt � ^ � - Distance from Module Comer - � Minimum Maximum Stagger splice locations Min of 2 supports � Long Side, A 10.6 in. • 197 in. � ��uE. within the each row of modules on either side of splice Short Side', B N/A N/A ss Fiat VARIES Washer SS Bolt with a max spacing of so° 'Top-Clamps CANNOT be used on the Shortl DETAILS Sides o/the Motlulel �� Rail Splice Detail �� UL Approved Mounting Locations � Grounding Lug & Rail Not to Scale -� Not to Scale V Not to Scale �� PV-A03 i I � i �__ - - - �; ., : � �� . ' . • • Lifes Good � . � ■ -�---�-� ��-----_ ----��-��_ -----�-�_ ---.-.-t-_ ----.--.�- LG NeON" 2 � LG's new module,LG NeON'""2,adopts Cello[echnology. ��, Celto technology replaces 3 bust�ars wi[h 12 ihin wires i a�,pq,��wp�i��R � 60 cel� to enhance power output and reliability LG NeONT""2 I � �C — I� [� � o E �Ei� �s � demonstrafes LG's efforts to increase custoiner's values I � s� \V � beyond effi[iency it features enhanced warranty,durability, , Interrek � � performanceunderrealenvironment,andaesihetk I N �",.�.��.r-+e�E��F�� ,... .�. .... . design suita6le Por roofs. . � Enhanced Performance Warrenty •e High Power Output �Iflifl[[fi[7 LG NeONm,2 has an enha��ced Performance warranty. �++++++�+++�' Compared wiTh previous mode s the LG NeON '2 The ann�ral de9radation has fallen finm-0.7%IN to hds been desig.ed m v�nl5ca�[�y enhan'e [ o�[FuL -0.6/olyc Fven aftei 25 years,tl�e cell guarantees 2.4%p Effici�ncy,thei�by makiny li effi�ienc even hi IimiCeU space. more cu2pu.[iian[f:e previous LG NeON""modcles. � Aesthetic Roof �O Outstanding Durability LG NeON'"'J.has been Aesignecl wiCh aeschecics in mind; With Its newly reinforced frame oesign,L6 has ex[ended thinnei wires tha[appearall blzck z[a dlstance. ehe warranry of Che LG NeON`"7`or an ac�ditional The p.oducY mcy help increase the value of Z Yea¢Add c enaly,L6 NeONTM'?an entlu'e a fron. a preperry wi[h its modern design. �� load up to 6000 Pa,and a rear ioad up m 5400 Pa. �.�, Better Performance on a Sunny Day Double-Sided Celt Structure � LG NeOM"'2 now per`orms better on sunny days thanks � The rearof the cell used in lG NeON'"'2 will crontribute ro �571lIS11111/ to ies improvetl remperaTore coefficiency geneiat7on,lust Glce Ihefmni:ihe ligh(heam reflxtetl Prom el�e rearofthe module is rez6sorbed to gene�ate a great amoun[of addicienal powec Nboue LG Electromcs L6EI�smnc .oLao.ayrwhot3sb�e�mr t�edoe.pyr�-ng [scnyziy,-aiedtnsoareuyytrin .ufuuue�'ux[hewnc4YeemSa�l•dona_ L��,x„ysoi¢e a�ch�.o�'. 19SS,supportedbyLCu.oupsrl �perrsc��semmnduGo�LCDdi�nn'xtry.nlm'rerals.idusny.W� ssfult/rceazeJtM1�fi�IMonoX��' esto�laiiarkctl2010,wFICM1wemevpmcedte32 .vl'[tas-ntFe�J.�i+'1g2)e3'S�'1PE2Itef1�2G13 lal�elV"�pt' 0-�1'rt .]W 3A'OOX�(VC17M1?S�.r I'1[c ola'.��a'."va clp'4Y2LLC t�lelea0irvf�_.. e[Ol-n�f-f�t.lustl•). � . LG NeC�N° 2 � � � Mechanical Properties Electrical Properties(STC*) Cetfs 6 x 10 ModuteType 310 W CellVendm �G _ MPPVotxage(Vmpp) 32.8 C¢I�TYpe Monocry�talline{N-type MPPCurrenY(Impp) 9A5 Ce(1�imensions 156J5 x i 5fi�5 mm/6 inzhes Open Circuit Vottage(Voc) ��? w of Bus6u 72(Mulli Wire 6usbar)i� Short Circuit Curtent Qsc) 996 Dimensions(L a W x H) —T l G-4V x 1000 x 40 mm � Module Efficiency(YJ 18.9 6.57x39.3ixi.5�inch OperatingTempernture(°C) -4�-+90 Front Load 6000 Pa/�25 ps4#'�Q Maximum System Voltnge(V) �OOC Rear load i4CC Pa/I 13 ps` '� Mrximum Series Fuse Ratiny(A) � 20 Weighi 17At05kgl37a8±t.11bs PowerTolemnce(%) 0-+3 Connec[or Type-------"l— —�MC4,N1�9 Con Friihle IP6� ...�ne..e,�e.�.: J�.��.�.n, i.�. ��r.�oeue'�:� �n is,qm�.; ._— _. - ___— •i -0 ' ..- . lt � . 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In�wrationfara9etterGfe n t I �.le-.�m � U�l0512�15 �i y I cm � dJ • � ' • . � . . i°s°UNIRAC f Hitl�GHJUV CUAN'nmY SolarMount Technical Datasheet Pub 170818•1td V7.0 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 PaR No. 302000C Washer � ' Bottom Up Clip material: One of the following extruded aluminum Bottom N� (hidden..se,e alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip� note`) : 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 Y:'-20 ASTM F594 � ' -� • serreted flange nut, and one Y<"flat washer � `�--� Use anti-seize and tighten to 10 ft-Ibs of torque �� • Resistance factors and safety factors are determined according to �,�'�"--� part 1 section 9 of the 2005 Aluminum Design Manual and third- F_j�"""--��.__.� ''�.,,,r` � party test results from an IAS accredited laboratory "'�� `''-' � ' • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, " ' f�'S�� `�� Ibs(N) Ibs(N) FS Ibs (N) m �� 4 ';�' - Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y � � Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 � �x y. � �.� Sliding.Z± 66 (292) 27(119) 2.44 41 (181) 0.619 Dimensions specifed in inches unless no[ed . _ a . . . . . . . . ee°U N I RAC A MLitGROVY IOMI'ANY SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum �na �a Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Mid�F/a e Nu , qamp �� • Ultimate tensile: 38ksi, Yield: 35 ksi � . Finish: Clear or Dark Anodized � ' • Mid clamp weight: 0.050 Ibs(23g) � . Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single . � � mid clamp assembly when used with a SolarMount series beam to ' � retain a module in the direction indicated � . • Assemble mid clamp with one Unirac Y."-20 T-bolt and one Y."-20 � ASTM F594 serrated flange nut ' • Use anti-seize and tighten to 10 ft-Ibs of torque Beam �� • Resistance factors and safety factors are determined according to � part 1 section 9 of the 2005 Aluminum Design Manual and third- � _ _ _ �: party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance - �.roomnnc� '�- - Direction Ultimate Load Factoq Load Factor, �E�� Ibs (N) Ibs(N) FS Ibs(N) m r �-�-- -_.1,�___ � Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 f � Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y ,.�-_:__-.------ .___ -r- .--- Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 � F ._ C .X Dimensions specifed in inches unless noted SolarMount End Clamp PaH No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3o20o9C,3o200so,3a2o10C,302011c,3a2o72C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 i�-!' � olt � - Ultimate tensile: 38ksi,Yield: 35 ksi i • Finish: Clear or Dark Anodized � J/ • End clamp weight: varies based on height: -0.058 Ibs (26g) �nd" Clamp • Allowable and design loads are valid when components are �� g� assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single � end clamp assembly when used with a SolarMount series beam to � retain a module in the direction indicated • Assemble with one Unirac Y<"-20 T-bolt and one'/<"-20ASTM 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 paRy test results from an IAS accredited laboratory � � • Modules must be installed at least 1.5 in from either end of a beam ►x -"- �' —`;; " -' ` � � Applied Load Averege Allowable Safety Design Resistance 'n�•:.�uw�' Direction Ultimate Load Factor, . Loads Factor, �G,r T � }�:f� Ibs(N) Ibs(N) FS Ibs(N) m �� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 T�� Transverse,Z± 63(279) 14 (61) 4.58 21 (92) 0.330 , � _ — Sliding,X± 142(630) 52(231) 272 79(349). 0.555 Dimensions specified=in-iriclies`=urile"ss-nb�ed a % m � � � � � � � � °e°s°U N I RAC AH11116NOUP�OMP.NY 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:-0.2151bs(98g) • Allowable and design loads are valid when components are Bea t assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593'/a'-16 hex head screw and one � er�ated � ASTM F594'/d'serrated flange nut Flange Nu �� •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test y results from an IAS accredited laboratory � NOTE: Loads are given for the L-Foot to beam connection oniy; be ' �X sure to check load limits for standoff,lag screw,or other � attachment method f ' �o� Applied Load Average Safety Design Resistance �s+n�wa Direction Ultimate Allowable Load Factor, Load Factor, '�""RD°iA1 Ibs(N) Ibs(N) FS Ibs(N) m C�"""^'� � Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 - :.m - Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specifed in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 228 323(1436) 0.664 a � . • � � � � � o°UNIRAC n un*i aei�uv mn+pr,Nv SolarMount Beams Part No. 370132C, 310132C-6, 310168C, 370168C-B, 310168D 310208C, 310208C•6, 310240C, 310240C•6, 310240D, 410144M, 410168M,410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.819 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-FUcis) in° 0.464 1.450 Moment of Inertia(Y-Ncis) in° 0.044 0.267 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 FOR T-BOLT OR 1�" HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR � SLOT FOR BOTTOM CLIP 2.500 BOT70M C�iP � T 3.000 � 1.316 � SLOT FOR 0 3�" HEX BOLT SLOT FOR 13� I 3�" HEX BOLT 387�750 1.207 Y �, 1.875 1 � i..-►X �- ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a , � � ' "' ,` ' � ` GI�e�C�Fa.SteI1TM. . 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"��:+. _ �'0 2°+� . :�';,.� ��,�. ,s , : � ��f ` ` � . <.,,'» ;,�,�s . - .- . .. . : • , + `�., t�tb ' ��.,i a .� � � i., ��"� � �t� I � GREENFASTEN"' PRODUCT GUIDE - GF-I . � � ,�}��It GFI—L 812 �t;� ��i —: r .��, �i i t �� ,. ; �K�.� i � ,� ;�:rt. � ��1;��€•�, � . , �� 8.000± .005 R.38 —� .032 ,�' . °�fl �� . b ` ,Yf { � � ��I'- i' , e i � ��I�� I ' , w r-- rA.88±.01 � , - ',a i , � �r I» s � ;.j :t x` v ° ' � �� 12.00� .125 � C�.30+.01 k �1 � F� � 4 G. w� f � - ; ! °' ...._.�..�.. �_ � „„''�, .: ..:t'e`� ' N ._ 3.00= .125 i � '� , � � , ; r ��,� r � � ,„ � o ,° 7 4.00it.125—� � .26+.01 ► — � � � � � � .OS , � e � �. �� U N �� ,�� Finish Options � BLK= Matte 81ad< , V . ,,, BRZ= Medium Bronze �� ' . MLL= Mill Finish . . OO EmFasten SolorCti NI mnrent procec�ed mider mpynght NI dqhn reserved OLI611I $�.4-2 T,. ,.:. t, fi o i"1*r� ,,. I f� � i+ r�"�'� 4�.�.j,�+ (i ' f t ,�.,.� , � GREENFASTEN"' PRODUCT GUIDE — GF-I � 4,� — ---- — — — — + � Bracket Options- CP-SQ i t�� '� � -� I �+�#� �. Ca�!� �°��Ai� ..:� h�� t �1 .`y��. t�� . �i ' , y______{ m��; ��` 375�.008 G'��E � l��' ��.;� _.�— ,��a d� � :f;. G. .. �:�„+� , ir� i .,.. .,y, , �!, � tlr^ b � ��`�' . . 4� ��-�i �, ��f � � 2.000_�.025� �� j ��; � � � , �. ' � . ` I . + j !� � v • � � , ;a v F 3s ` # c _ d; 'k :if` . .. ��. . � ��I ,. .i :� � taj' �[ fi SF 3 #. yr �n � � '�' 2.��'�'.02Jr � � �� ; l � s � +'� . .�� t- _ \ � V V c � $ M m � w � � �:, �. S � . + m f,. ° �`' 0).377±.010 THRU ` ° `^ �✓ .875+.010 X 82° NEAR SIDE �° � � �^ w 0 c � v'� , w " Compression Plate 2" X 2" MillAluminum .� � O^-EmFasren SoimGJ NI��ntent pmteaed under mpyright Ail nyhis rererv^A OZll6/I I $eG4-'� 1� • �� '��; ., �I I . �{. a� ,€�'��.�, _ ____ ___ _`____ _ ___ _v__ GREENFASTEN'"' PRODUCT GUIDE - GF-I .u�;,� ,��I , Speci fications �`�f� ,}' ��,�� PART I —GENERAL 1.3 SUBMITTAL & Fasteners(may be supplied by others)to be A. Submit manufacturers wntten specifcations. compatible with chosen roof application and �' �+� I.I SUMMARY meet s ecified ull out values as shown in load «t;�� g � B. Submit standard produd cut sheets. P P � s� � A. WORK WQUDES tertdata: :�� r{,�. . C. Submit installation instructions. � ��li � I. GreenFasten solar attachment bracket that D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed � � � j attaches diredly to the roof deck '��'-"� 2. Provide appropriate bracket and fasteners ukimate and allowable load values. to accept EPDM bushing. " �i ,I r��l i forthe roof sys[em. �.4 QUALITYASSURANCE D. Bushing is EPDM. i�t � . B. RELATED SECTIONS Installer to be experienced in the installation of E Stainless steel bonded washer Is 302 stainless � I.Section 07600:Rashing and Shect Metal specified roofmg material and snowguards for no less and EPDM. i�. ,�' 2.Sedion 07500:Roofing than 5 years in the area of the project. �=�� 'r 3.Division I:Adminis[rative and procedural 2.3 FINISH—Mill Finish F' ��;Y� ,,;: mquirements I.5 DELIVERY/STORAGE/HANDUNG A. Bracket is mill f nish aluminum i 4 � � ' ' 4.Division7:Thermal and Moiscure Protection Insped mateiial upon delivery.Noti(y manufacturer ' s ` + B. Base flashing (choose one) K � within 24 hours of any missing or defective items.Keep d;( 1 h r��' � I.1 SYSTEM DESCRIPTION material dry.covered,and offthe ground until installed. I.Mill Finish I+{ � v A. COMPONFNTS: 2,Black kynarpainted 1 ��{� €� y > a � I. GrcenFasten rystem consists of aluminum PART 2 - PRODUCT$ �il i ni� �� .. ,�; flashing with integral EPDM bushing and one 3.Dark Bronze-Irynar painted '.>,�,.,,�- % �ia E.'" a� bonded stainless steel and EPDM washer. Z.� MANUFACTURER 2. Fasteners I F ' ,`v. Ecof-arten Solar° PART 3 - EXENTION - °I � ` A.To be of inetal compatible with aluminum Zg9 Harrel St.Morrisville,VT.05661 a� '��r oy 6.• I- t GreenFasten componems. (g77) g59-3947 3.1 EXAMINA710N u. B.Fas[eners should be selected for �r,ri ° '� �_ � www.ecofastensolar.com. A. Substrate:Insped strudure on which brackets . ,#j, _' � ,;, compatibility with the roof deck. are to be installed and veri(ythat it will withstand .} .� . #� � � C.Fartener strength should exceed or be equal z z_ MATERIALS any additional loading that R may incurred.Notify , K} +l_� � u to that o(thc allowable load of the syrtcm. A. Attachment Bracket General ConUactor of any deficiencies before ' ' v See test data at www.ecofascensolar.com 6000 Series Aluminum(choose one) installing EcoFasten Solar brackets. � - � � , _ 3. Sealant(if requlred by roof manufacturer): r. � v B. Verify that roofing material has been installed - � � �; to bc roo(manufacturer approved. L F-I I I correctly priorto installing solar attachment biackets. � v � .�.t ' �� 4. Aluminum attachment bracket 2. L-101-3" - �, � r� 3. L-102-3" � �y p � B. DESIGN REQUIREMENTS: 4. CP-R 3.2 INSTAWITION + "d - � � f'�„ � I. Bracket spacing to be recommended by 5. CP-SQ - � A. Comply with architectural drawings and � "' 6. SL-102-6" projec[engineers recommendations for location " x, � - '. r.. project engineec o(s stem.Com I with Manufacturer's written � ' . <0 2. Install a minimum of one factener assembly. �� Z-101 Y p Y. ' 8. Custom installation instruc[ions for installation and layout. � �� 3. It is important to design new strvctures or , . � assess existing strudures to make sure that . �^ they can withstand retained loads. y �� w r � {', o � w ' ' OEmFasrenSolm��Flllmntentpmt<cvedundercopyny�htNtdqh(smsened021i611I $�.5-1 �-- tl;�, � � � . ,9 �� ,3�: ! �,i � � � �,��,�, i ��- � �" GREENFASTEN`" PRODUCT GUIDE - GF-I �'��i !f ^ American Wood Council Lag Bolt Pull-Out 1/alues €�'; i, y ��F"� # �� ,� �;��i�� I i` r J �' ,k � . � + ` ! ..i �t� , � � Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) �1 tA i��i i�� . � Lag saew specifications '�y � .�_ Specific . . : ' S/I6"sha�t� �,J,'c� ; f . y�'.,s � Gravity y� � � h � �� , � per inch thread depth l. � ;+ i�� ' � Douglas Fir,Larch .50 � 266 r "'., � Douglas Fir,South 46 235 �+* I�� ` Engelmann Spruce,lodgepole Pine .46 'a ir%E l.� � (MSRI650f&highei) 235 u �" � j� �� Hem,Fir,Redwod (dose grain) .43 212 � .a� � . ,,4�� # � r�. Hem,Fir(North) .46 235 � J� Southern Pine � .55 307 Thread - o- �� , . s Depch - � e �� Spruce,Pine,Fir .42 205 � _ ' "`�,° n�`�� ' Spruce,Pine,Fir .50 266 v ��.,� E�� , � _ (E of 2 million PSI and higher c �� ; � = grades of MSR and MEL) s �. t + � � • v � n M C + � h �1 � � t� ; . c0 3 � J � , ti ' e � . ; LL � � . O 3. h.. w . 1 .. � OEroPovtenSalaFJNlmnte�rtpmreRedundeiwpyngMNliiglrtsmcened 02/Iblll Seu6-I r �1/j ' ' =� ' RGS I ENE�GY '�/1``` Qcan Power.Bright Savings. April 20, 2016 City of Salem Building Departrnent 120 Washington St, 3�d Flr Salem, MA 01970 Hello, I have enclosed a building permit application, applicable fee and supporting documents for a residenrial solar installation in your town. Please let me know if anything else is required to approve our permit. Once the permit is ready please return in the enclosed self-addressed stamped envelope. Thank you and let me know if you need anything else, I'".C�� Kun Hendel Permit Specialist RGS Energy 106 Route 32,Suite 10 , North Franklin;CT 06254 Ph 860-823-0017 Fax 413-683-2225 kimberly.hend eIORGSenergy.com 106 Routc:'_',Suile 10,NoiYh Fr:mkliq CT 06254 I tel.360.a25.5^82 � lax 413.653.22^_5 I RCSEnergy,00m � � �