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4 LILLIAN RD - BUILDING INSPECTION (4)� „�f:��:�� ;-_-�� `��-/`�` ` _ "=°='' �SOog �ZIS � ' �, The Commonwealth ofMassachusetts . R CEI p � `�y Board ofBuilding Regulations and Standards INSPECLIONA��(IGES " �j Massachusetts State Building Code, 780 CMR �'�'�� Revised Mar 2011 � Buildin Pemiit A lication To Construct Re air,Renovate Or Dem � g pp One-or Two-Family Dwelling �#�� 8 P �2� 0 2 �� This Section For Otticial Use Only � Building Permit Number: Da plied: i � � Building Official(Print Name) Signature Date � . SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers � 4 Lillian Road 30 0024 1.1 a Is this an accepted s[reet?yes X no Map Number Parcel Number 1.3 Zoning Information: 1:4 Property Dimensions: . Rt residence-no change Zoning District Proposed Use Lot Area(sq ft) Fmntage(ft) � �1.5 Building Setbacks(ft) n)a � ' - - - � �Front Yard Side Yards Rear Yard Requi�ed Provided Required Provided Required Provided 1.6 Water Supply:(M.QL c.40,§54) 1.7 Fload Zone Intormallon: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑ Check if yesO SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner of Record: . Donald Tondreault Salem, MA 01970 Name(Print) City,State,ZIP 4 Lillian Road 978-771-3430 dtondreault@comcast.net ' � - No.and Street � Telephone Email Address � SECTION 3:DESCRIPTION�F PROPOSED WORKZ(check all that apply) New Cons[ruc[ion❑ Existing Building❑ Owuer-Occupied ❑ Repairs(s) ❑ AI[eration(s) ❑ Addition ❑ � Demolition ❑ Accessory Bldg. ❑ Number of Units Other Lj9 Specify: solar Btief Descrip[ion of Proposed Workz: Installation of a 6.6kW roof mounted solar array using 24 SolarWorld SW275 Mono modules,24 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. . � � SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: � � � Labor and Materials OfTicial Use Only . 1.Building $ 6,000 �• Building Permit Fee:$ Indicate how fee is determined: � ❑Standazd City/Town Application Fee 2.Elechical $ 24,000 ❑Toial Project Cost3(Item 6)x multiplier 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: $ 30,000 ❑paid in Full ❑Outstanding Balance Due: s�-1V= ro � � S '�- �{ l 2s r . SECTION 5: CONSTRUCTION SERVICES 51 Construction Supervisor License(CSL) � 102054 10/6/14 Michael Rotondo License Number Expiration Date Name of CSL Holder . - 61 Gellette Road List CSL Type(see below) No.and Street Type Description Fairhaven, MA 02719 U UnresVicted Buildin s u to 35,000 cu.ft. R Restricted 1&2 Famil Dwellin City/Town,$tete,ZIP M Mason I,,� �� RC Roofin Coverin ""` j�d� WS Window and Sidin SF Solid Fuel Buming Appliances � 401-215-7056 michael.rotondo@rgsenergy.com I Insulation Tele hone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 162709 Alteris Renewables dba RGS Energy 4/6/15 _ . HIC Registration Number Expiration Date � � HIC Company Name or FiIC Regis[wnt Name � � � 32 Taugwonk Spur,Al2 � , No.and Street kimberly.hendel@rgsenergy.com Stonington,CT 06378 860-5353370 Email address Ci /Town State,ZIP Tele hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this aftidavit will result in the denial of the Issuance of the building permit. � Signed Aftidavit A[tached? Yes .......... L� No...........❑ SECTION 7a:OWNER AUTIHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subjec[property,heteby authorize Alteris Renewables dba RGS Enerqy to act on my behalf,in all matters relative to work authorized by this building permit application. . see signed authorization form attached �5 I . � . Print Owner's Name(Electronic Signature) " � 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 information containe 'n this pplication is true and accurate ro the best of my knowledge and understanding. i � �� Print Owner's or Anthorized`Agent'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 registered in the Home Improvemen[Con[ractor(I-IIC)Program),will not have access to the arbitration � � program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass. ov/oca Information on the ConsVuc[ion Supervisor License can be found at www.mass.eov/d�s 2. When substantial work is planned,provide the infortnation below: ' � � � To[al floor area(sq.ft.) (including garage,finished basemenUattics,decks or porch) Gross living area(sq.ft.) - Habitable room count . Number of fireplaces Number of bedrooms Numberofbathrooms � � � NumberoFhalf/baths � Type of heating system Number of decks/porches Type of cooling system Enclosed Open � 3. "Total Project Square Footage"may be substi[uted for"Total Project CosP' �— + • . ,.. .,.w . .e.r r+�yy.;, ••d�W ;..,...,;.e.« -.a�t�r�:. �� „ I �il, � = ' RGS `I ENERGY r,��+�4` Clean Powv.BNght Seo�nys. � , Property Owner Consent form � ' . � Owner: �IJN'��n.� �� I dvt.��E'dGt. �T Address: �l �-� �� . Rr+ x Town: � c? �e lvL ,, ; State: � � Zip: �7 / �I71� Phone: �? �7c� 'j7 �f '— 3 �l. 3 0 • � I hereby give permission to RGS Energy and their ! ! • - representatives to pull the required permits for a solar � � � ' installation on my property. . � � I � !G � / / I Pro erty Owne pa e . ' � � � I , � '� j• u � .. , 32�1'¢ugwnnk Spu�,Al2,Storiinglon,C7'Od378 � �eL 860.SJ5.}370 ( fnx AI3.683.2225 � NLiSCttea&�ram ' . �� . + F � � � � � A 5 '�.r,�(' Ir(tJN//I/1/!//!{'l'/��l! (,/� /(!/.i.i!/Iy///.1('��i �, '� Office of Cansumer AFfairs and Busmess Re�ulation � `-:�N 10 Pnrk Plaza - Suiie 5170 ....,. Boswn,Mossachusens 0�1 I 6 Home Improvemem Contrnctor Registrstion Repl�tmttan. 182709 , Type• PAV81e CwOorelbn Ewifatton_ U6q015 TA 2J72t2 ALTERIS RENEWABLES INC. MICHAEL ROTONDO "� 32 TAUGWONK SPUR Al2 �--`-- ^ STONINGTON, ct08378 llpd►�r Addrar mJ re�um eerd.ti�rk ecxwn for chanue, � Addresf Rciiewal - Kmptu�meai I.�q fnrd � ae., o xiy�,��,� -.. .... ..... *s'a. rr.,.«n n»..tis.x�F`fwr..+�aawn - . �J, 411ikts1l'w�aeufAfiYlnRpYJee�pM�qtlnn I:Iden�tol'rqhIM�IGm�MI{JfotiddhidUlbfaali�y' . w Ii1MPROYEM6tiICON7Rl1ClOP �uBnnll��espinlfiiud�ts,iftowdfN6rri�u: �� qtAUOM. �162708 lyp�i Olflee�ilCdMum"sr.�Ihin�ml0himrr+Nenilyti�n ��nibn: ��BRD16 P�NipW�C.6ratb, IbPitYPl�r`� S�f��5170 w�^' � 8a�ron,\lA 011 t6 • ALTERIS RBt�WA91.�5 fN� - . . . � . .. mew�at aororroo I � t ' 76 YYiC�9fiANWSN ON :4,:.,/a:.�yea �, � -� . tARV�P,Md07�i0 ��. � . , 11tlrn1tr�uy' \utraildwithoulaimolute � d� }� � ..:.. , .. . � � wielf+we�.-e+nm�«hu.,r�..Y�•,,,Y+.H+r � . .�'�t�ag ��yj�' 4a1s1let4ANM�+/R9i�a�*�'�4aw+'F'�*�4K#� Wi1 Cr^••a•„ . �4"M�WMk�R YO�RYrtrt.af � � " t#iM4 �°ia\0'�1 �"' �. .. �, . , � � �IR , � lII1i1AT1eA YtAu�11R1��tt � � q6111,1�"1'IISwP �+ ' .. {'.IiM:ieMA�1tN n .� ew rt . ✓.(.�..0.lt,r ' l,w..�yy� ��D. `. b„y�.�` :. ' C+�wa...,.+rw ' i�'70t1 Y��" /��b , ' l �w�wM�. . . . . .. . . �f..�It � aw�M�M+� _' �. t"�� 1 ,�co� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/ODIriYY) �� I/U2o�5 12/30/2013 THIS CERTIFICATE �S 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 CERTIPICATE OF INSURANCE DOES NOT CONSTRUTE A�CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certifleate holder is an ADDfTIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the eertiflcata holder In lieu of such endoreement(s. GRWUGER Lockton Companies,LLC Denver NAME;CT 8110 E.Union Avenue PNONE nx Suite 700 '�� "°` E�MAIL Denver CO 80237 nooness: (303)414-6000 INSURER S AFFORDING COVERqGE � NAIC A � wsuaea n:Firs[S ecial Ivsurance Co oration 34916 INSURED p��erisRenewables,I11C. INSURERB: � 1344665 dbaRealGoodsSolar iNsuaersc:Jam nsur o an 12203 dba RGS Energy iNsunen n:Starr Indemni &Liabilit Com an 38318 32 Taugwonk Spur,U01I AI2 ' INSUNERE: Stonington,CT 06378 INSURER F: COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THA7 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED 70 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 7HI5 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES DESCRIeED HEREIN IS SUBJECT TO ALL THE 7ERMS, � EXCLUSIONS AND CON�ITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ��TR � iYPEOFINSURANCE �D SUBR POLICYEFF POLICYEXP POLICYNUMBER MMIDDIYVri MMIpD UMITS I A GENERALLIABILm N N IRG200052801 1/1/2014 1/1/2015 C C C X MMERCIA�GENE BILITV , DAMAGETORENTED PREMISES�Ee occurtence) S SO OOO CLAIMS-MAOE X OCCUR MEDEXP An one erson PERSONALBADVINJURV S ��OOO�OOO GENER4lAGGREGATE 8 O O GEN'LAGGREGATELIMITAPPUESPER: PRODUCTS-COMP/OPAGG O O POLICY X PRp LOC $ + B AUTOMOBILELIABILITY N N BAP5852403 1/I2014 1/1/2015 (ee awae�q 8 QQ X ANV qUTO � BODILY INJURY(Pe�parson) $ � } � X AUTOS NED qUTOSULED BOOILV INJURV Per awEent $ X X HIREOAUTOS X A�QSWNED PROPERTYDAMAGE $ XXXXXXX $ a{XXXXX}� C X UxreRELwunB X OCCUR N N 000S57241 - 1/1/2014 I/1/2OI5 EACHOCCURRENCE $ lOOOOOOO � �' E%CESSLIAB CLAIMS-MADE �000020609 1/U2O14 VI/20I5 qGGREGATE $ OOO OO OED REfENT10N$ g X� � WORKERSGOMPENSAl10N WCSTATU- TH- axOExvLOVERS'uaelLm ��N N H'CS$52405 I/V2O14 1/1/2015 X TORYUMIT ER ANYPROPRIETORIVARTNER/EXECUTNE E.LEACHACCI�ENT $ � OFFICERMIEM6EREXC�UDED4 � N�A OOO (MantlatorylnNH) E.LDISEHSE-EAEMPLOVEE $ ] OOOOOO iryas a�ca��ae. DESCf21PTIONOFOPERATIONSGeIow E.L.OISEASE=POIICVLIMIT 5 O �ESCRIP110N OF OPERA110NS I lOCpilON51 VEHICLES (Attech ACORD 101,Atlditlonal Ramarks Schetlule,IF more apaca ie requiretl) CERTIFICATE HOLDER CANCElLAT10N � � � SHOULD ANY OF 7HE ABOVE DESCRIBED POLICIES BE CANCELLED BEPORE THE EXPIRATION DA7E THEREOf, NO710E WILL BE DELIVERED .IN - ACCOROANCE WITH THE POLICY PROVISIONS. �'1G'S8'1�I3 AUTHORIZED REPRESENTATIVE � For Evidence Only � ar/e Nl, ` ,�j ACORD 25(2010105) ThaACORO name antl IOBo�e reginhmtl marks oIACORD c 1 88-2070 ACORD CORP TION.All right5 r¢5erved � The Comn:onwealth ofMassachusetts Department of Industrial Accidents Office of7nvestigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ' Apalicant Information Please Print Leaiblv ' Name(ausiness/Organizacionnndrv�duaq: Alteris Renewables Inc. dba RGS Enerqv Address: 32 Taugwonk Spur Unit A-12 City/State/Zip: Stonington CT 06378 Phone #: (860) 535-3370 .Are you an cmployer?Check the appropriatc box: � Type of project(required): 1.� I am a employer with 120 4. ❑ 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 parfner- listed on the attached sheet.# �� ❑ Remodeling , _ � ship and have no employees These sub-wntractors have 8. ❑Demolition I 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 ]0.❑Electrical repairs or additions 3.Q I am a homeowner doing all work right of cxemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no �z,� Roof repairs insurance required.] t employees. [No workers' 13.0 Other solar oanels comp. insurance required.] •Any applican[that chccks box#I must also fill out[hc scction bclow showing thcir workcrs'compensation policy information. ' . ' t Homcowncrs who submit this affidavit indicating thcy arc doing alI work and[hcn hirc ouGsidc con[ractors must submit a ncw affidavit indica[ing such. 2Contractors[hat chcck[his box must anachcd an additional shcct showing[hc namc of[hc sub-con[ractors and their workcrs'comp.policy information. /am an emp[oyer that is providing workers'compensatinn insurance for my employees. Be[ow is the policy and job site � information. � � � Insurance CompanyName: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: . '4 Lillian Road City/State/Zip: Salem, MA 01970 . Attach a capy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to sewre covcrage as requireA under Section 25A of MGL c. 152 can lead to the imposition of eriminal penalties of a � finc up to$1,500.00 and/or one-year imprisonment,as well as civil penal[ies in the form of a STOP WORK ORDER and a fine � of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwazded to the Office of Investiga[ions of the DIA for insurance coverage verification. I do hereby cerh unde the pains and penalties ofperjury that the information provided above is true and correct. ' � Si�nature: ` n,.C• .�� Date' �Ili�� Phone#: (860)5353370 Offrcial use only. Do not write in this area,to be completed by city or tawn o�ciaL City or Town: PermiULicense# Issuing Authority(circle onc): 1.Board of Hcalth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phonc#: August 5, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Tondreault Residence, 4 Lillian Rd., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 6"rafters at 16"o.c. having a roof span distance approxl7'-3"with rafter span 16'-0", pitch 25 deg.; Main Roof 2 (one layer composition): 2" x 6" rafters at 16"o.c. having a roof span distance approxll'-0" with rafter span 10'-6", pitch 25 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the portrait solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 32" sp. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members. Landscape modules will have vertical Unirac Solarmount rails with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters with 5/16"x 3 1/2" SS lag bolts. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, \\��"`O� "'�S��yG a� o` ,, � .inMesn.Mnnxe�i. „` o r.�vu. Q1 y . u NO.'1GJ65 � � . , James A. Marx, Jr. ��'oT�s`:�sTc��`� �/S�`r Professional Engineer `�ON��"a MA 36365 �`••� 10 High Mountain Road Ringwood,NJ 07456 Icc:RGS Energy I August 5, 2014 To: Code Enforcement Division From: James A. Ma�, Jr. P.E. Re: Engineer Statement for Tondreault Residence, 4 Lillian Rd., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main Roof 1 (one layer composition): 2" x 6" rafters at 16"o.c. having a roof span distance approx.l7'-3"with rafter span 16'-0", pitch 25 deg.; Main Roof 2 (one layer composition): 2" x 6"rafters at 16"o.c. having a roof span distance approx.l l'-0"with rafter span 10'-6", pitch 25 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the portrait solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 32" sp. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All attachments are staggered amongst framing members. Landscape modules will have vertical Unirac Solarmount rails with L-Foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center ofthe rafters and will be securely fastened to the rafters with 5/16"x 3 I/2" SS lag bolts. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. A�� Sincerely, ��H��F Mns� `�� q�h G o` � dAMES A MARX•JR. �n� O CIVIL � � Np.3G865 � � James A. Ma�, Jr. Q�'o �'Fr.isT��`�"�,�`�� / � Professional Engineer �`stii�N�� S i MA 36365 �a 10 High Mountain Road Ringwood,NJ 07456 � cc: RGS Energy ` FOR CONSTRUCTION Ground WEEB& �``+/�i - Module Clamp �j/v`v� cK Unirac Solarmount RGS • �a Rail w/L-foot M�°°g E N E RGY S S.1J 2�5 Eco-Fasten c�ea�.�;,,�,.s��n;�,�,�43. P�� Sh��g�e / Green-Fasten With CP-SQ-Slotted 3i 7augwonk spur,n1z �a\�Got�P• O G Module(TYP.) / Bracket And Aluminum Flashing sconginton,ao53�s PSQ �ets��6 ROOftOp . Phone(860)535-3370 � . 5/'16"x 3.5"S.S. Lag Bolt . Faz(413)683-2225 „Fta w/2.5" Minimum Penetration GRID-TIED 2'X e`5 @ 16 p G� Sealed w/Approved Sealant pHOTOVOLTAIC SYSTEM ; X6.Ftah 6.60kW DC @ STC 4 Z , TONDREAULT, DON i 4 LILLIAN ROAD ^ SALEM, MA 01970 / Attachment Profile �Attachment Detail Project# 10136340 r i � Scale: 3/4" = 1'-0" � Scale: 1" = 1'-0" oEs��ER Erik May � Ground WEEB& - R��R Co�in Roberts � Mo��e\aGk MOduleClemp veasioHoare. 2014-OS-04 � - �2 5 �ape /� REVISIONS P��SS`��a�� / o UniracSolarmount Bracket w/L-Foot # By Date Notes / Module(TYP.) �/ (Long Side Down) � em eisizo�a PE SpacinB��ions 1-5l8"Sq. UniStrut z ° Slotted Channel 3 ,�G �- °^ Eco-Fasten ° m �e(5 @�6 Rooftop Green-Fasten With CP-SQ-Slotted 5 a X6.Fta Bracket And Aluminum Flashing 8, 2 5/16"x 3.5" S.S. Lag Bolt w/2"Minimum Penetration Sealed w!Approved Sealant 4 Attachment Detail For Mods In Lanscape � � Attachment Profile S�a';ZZ;� �'-0" s , � Scale: 3/4" = 1'-0" . --��-- �--39.4 in.--) x . • m 16" M� 16" M� j MHoie:e � � m , Rail Splice Rail Overhang Roof Framing PV Module Rail Overhang A LL � � �' '� � Solarworld � �� y � �� ;� �Landscape: N/A Plus SW 275 � � Roof Anchor -�` a " ' � Poftfait: -13.0 in. 65.9 in. mono black &Flashing ;; � J Landscape: N/A 1 Anchors located � Portrait -40.0 in A e on altemate roof � - m o freming members __ e T Stagger splice locations Min of 2 supports � —� B E— � B�-- within the each row of modules on either side of splice ` " 32��M� " °�^�E VARIES with a max spacing of 48" SolarMount Rail Distance from Module Corner . Anchor Spacin Minimum Maximum ��Staggered Attachment Detail (Typ.) LongSide,A 9.4in. 16.Sin. DETAILS � Rail Splice Detail � — shons�dew, B N/A N/A Not to Scale Not to Scale �ropc�amPs cavNorba„sed on rne snort Sidas o{the Modu/e 5 UL A roved Mounting Locations PV-A03 � Not to Scale . �-- fOR'CONSTRUCTION �l1+//,� Grid-Tied Photovoltaic System Sheet �ist RGS DC Rating: 6.60 kW sh�t"°. sh�`T't�e ENERGY PV-000 COVER GkanPowecenght5avinpa. Tondreault, Don pV-A01 SITEPLAN 3iraugwonksvur,.41z 4 LilliBn Road - scoog�ocoo,croes�s Salem, MA 01970 PV-A02 MODULE LAYOUT PFax(413)683 22250 Jurisdiction: Town of Salem PV-A03 DETAILS GRID-TIED PV-A04 MATERIALS PHOTOVOLTAIC SYSTEM PV-E01 ELECTRICAL DIAGRAM 6.60kW DC @ STC Scope of Work: General Notes I� Pv-eoz SYSTEM CALCS TONDREAULT, DON RGS Energy shall install a 6.60 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the pV-G01 SIGNAGE 4 LILLIAN ROAD totaling (24)Solarworld Plus SW 275 Mono Black Modules with(24) Enphase Town Of Salem. SALEM, MA 0'1970 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be Nush 2. All projects will comply with the Ordinances of the Town of Salem. DS1-DS7 DATA SHEET Project# 10136340 mounted on the asphalVcomp. shingle roof and interconnected via load side 3. Construction Hours: 7am-8pm Monday-Friday, 9am-Spm Saturday, { � � � oEs��eR Erik Ma breaker connection. No time on Sunday or legal Holidays. � � � Y 4. Product Data Sheets shall be included. ��" I '�+ R��a Colin Roberts �, � � ' 5. Rooftop penetrations shall be completed and sealed per code by a �eas�o��,.E 2014-0&04 Equipment Specifications: r,oe�sed�on�ractor � �`� Module: (24)Solarworld Plus SW 275 Mono Black REVISIONS 6. All Photovoltaic modu s ha e ested a d li ed b a r c le s II b t n st e o nized Inverter 1: (24) Enphase Energy M250-60-2LL-S22 y 9 s" � °� w -�£t4 ' laboratory. �� a � �' � � �� # BY Date Notes Racking: UniRac SolarMount 7, Certifications shall include UL1703, IEC61646, IEC61730. , ., .,� ' Attachment Flashing: Eco-Fasten Green-Fasten with , p � ��, + em sreno,a PE SDacing Corrections 8. A continuous ground shall be provided for the Array and for all , � i , ^ CP-SQ-Slotted Bracket and Aluminum Flashing �, r Z Photovoltaic Equipment. ,� , 9. DC Wiring shall be run in metal conduit or raceways within endosed ' E �� ;�, a spaces in a building. d 10. Conduit, Wire systems and Raceways shall be located as close as `� -�; : _ •�� Roof Specifications ,� � ' S $ Roof 1: Roof 2: possible to ridges, hips, and outside walls; �� S 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall o AsphalUComp. Shingle AsphalUComp. Shingle i � g y ) (Single Layer) use guidelines that minimize the total amount of conduit by taking the � (Sin le La er shortest path. � � � " 2"x 6"RaRers @ 16" 2"x 6" Rafters @ , � � _ � 12. Space Requirements for etectrical equipment shall comply with NEC x , „- * � O.C. 16' OC. �'+'r � Article 110. i �'�- "" , ��'� Pitch: 25° � Azimuth: 135° Pitch. 25° � Azimuth: 225° 13. Equipment grounding shall be sized in accordance with Table �'° ' ��"� i � I � . ` c, , ' Array Size: 19 Modules Array Size: 5 Modules 250.122. �'" `�'-' � �� '4"- $ SIt2 Sp@CIfIC8t10f1S: 14. Connectors that are not readity accessible and that are used in the w�,* � Occupancy: II cirouits operating at or over 30V AC or DC shall require a tool for �. - y r x opening and are required to be marked"Do not disconnect under �3 '� - Design Wind Speed: 100 MPH �N * � �' � Exposure Category: B load"or"Not for wrrent interrupting", per 690.33(c) &(e). v o�. £` > ' m Mean Roof Height: 25 ft 15. All signage to be placed in accordance with local building code. �;�� A 16. Signs or Directories shall be attached to the electrical equipment or P.� :�''� , � Ground Snow Load: 40 PSF � �" � m Adj. Roof Snow Load: 30.8 PSF located adjacent to the identified equipment. `",,^' �� " � i y17. Signs should be of sufficient durability to withstand the ernironment. � �P ' < AII WO�R t0 I)2 IIl COfItpI1811C2 WItII: 18. Any plaques shall be metal or plastic with engraved or machine ��A �yr� �,-0 }�s�,; �� printed letters, or electro-plating, in a red beckground with white + ,. �'� �'� a iiu��ed 2014 National Eledrical Code(NEC) P 3 .��, r �" s _ � lettering, a minimum of 3/8"height and aIl capital letters. � �v `� €*P �,-. 'ti 2009 International Residential Code(IRC) � r,P �E�, a; �, �; ' 2009 International Building Code(IBC) . �^., - e 2012 International Fire Code(IFC) � ,,� � Q�A� ��e'��a, �„�,....«e8e��05� ° 2012 Uniform Mechanical Code(UMC) " ` ; * � t�,.=�-�"'��„��µ ."�,� � ' � ; ..' ' 2012 Uniform Plumbing Code (UPC) � is � , „�- '`r IA ✓�L • MA 780 CMR, Sth Edition � � 4.B i9�`,` ��v��'��51� � reeeccacancyelub �°Aa/i;�q �F �. N01 SO$C21@ -induding 2/4/�1 revisions to Tables R301.2(4)&R3012(5) � � ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other �„' Y � ' ' ��" $ Svuctures �� c � 's� COVER As amended and adopted by Town of Salem ��r � ,� c' A�;o� ' . A f �' r. �� ` 3Q f�aeprr,� �� :. w;.,;,,,a � � PV-000 . . . �.y �P� :. , bAyp . -�:_ ,b. .x �,�w�� , r,v.. t `- �FOR CONSTRUGTION �`,0`/� s��a�� '� ENERGY � ��ee„��e�.e��,:,.h�s. ., ��. (N)PV Array on Roof 2: 32 Tau�vonk Spur,n1z � 5 Solarworld Plus SW 275 Mono Black Modules sconginton,CT06378 � �� Ghone(860)535-3370 � � Aspha�VComp. Shingle Fax(a13�5s3-zzzs � . 2"X 6" Rafters @ 16"O.C. �� Pitch25° GRID-TIED �`� Azimuth:225° PHOTOVOLTAIC SYSTEM �\ 6.60kW DC @ STC �`� TONDREAULT, DON �. 4 LILLIAN ROAD • `, Equipment on EMerior Wall: SALEM, MA 01970 Q.� � (N) PV AC Combiner Panel �� -� `� (N) Enphase RGMeter Project# 10136340 Q.� � ''`%. `�\ (N)30A Rapid Shutdown Disconnect oEs��ER. Erik May ��"`�� '1;:. ;' ^, ;, \` (E) Utility Meter RE.,�E„eR: Colin Roberts p ,;;�. ':,; :;•�; _ �� (E) Main Service Panel ' .. + ,;; .., O \ (N) PV Interconnection Breaker(s) °EAS1ONOATE 2014-0&04 �� REVISIONS �.�' ; :..'. . . . . � ••� •��~; ,.�� -O `�� # BY Date Notes . � •' f•��••ry C � �� 1 EM 8/612014 PE Specng Correclions `� ♦ ♦ `\� 1 z / � � 3 / ♦ / � � 4 ♦ � $ (E) Dnveway �\ .' s g �� , (N) PV Array on Roof 1: � �� ,' 19 Solarworld Plus SW 275 Mono Black Modules �, .' AsphalUComp. Shingle Roof �.` �� 2"X 6" Rafters @ 16"O.C. �� Pitch25° , \ ,� Azimuth:'135°: � , . � � , S �. � . X (E)Single Family Dweliing �,` .� o . . . . . . . . m . , . m Equipment Specifications: ��, �� ' LL Module: (24) Solanvorld Pius SW 275 Mono Black �� ,'� y Inverter t (24) Enphase Energy M250-60-2LL-S22 `, ,' < Racking: UniRac SolarMount `, ' Attachment Flashing: Eco-Fasten Green-Fasten with . �� CP-SQ-Slotted Bracket and Aluminum Flashing " (E) Property Line 0 o Roof Specifications: Roof 1: Roof 2: AsphalUComp. Shingle AsphalUComp. Shingle �E 1/16"= 1'-0" (Single Layer) (Single Layer) 2"x 6"Rafters @ 16" 2"x 6" Rafters @ o.C. �s^o.c. x SITE PLAN Pitch: 25° � Azimuth: 135° Pitch: 25° � Azimuth: 225° Array Size: 19 Modules Array Size: 5 Modules W E NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV—AO� FINAL tOCATIONS TO BE DETERMINED DURING INSTALLATION S - FOR CONSTRUCTION �`�1�A� PV ARRAY 1 - MECHANICAL LOADS PV ARRAY 2- MECHANICAL LOADS o��P`�� Array Area: 351.6 ft' Total Photovoltaic Dead Load: 3.34 psf Array Area: 92.5 ft' Total Photovoltaic Dead Load: 3.25� RG S Array Weight: �174.71bs Avg. Dead Load perAnchor z1.01bs Array Weight: 300.81bs A�g. Dead Load perAnchor 21 5obs ENERGY ,D,f1Cf10fQtY.: �j(�` � /�f1Cf10fQ�.: 14 Cles:�Pov�er.5ngntsa�nqs. � � 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Comer Egde Interior Design Values by Roof Zone: Comer Egde Inf�.reior stonginton,cro5s�8 Max. UniRac Rail S an: Max. UniRac Rail S 8f1: Phone(860)535-3370 P 48 in. O.C. 60 in. O.C. 60 in. O,C.,.. P 48 in. O.C. 60 in. O.C_ 6tf dn.O_�C. Fax(aia)5a3-zzzs ..........._......................................... .............. . ..............................................._.................._......_---- � . Max. UniRac Rail Cantilever: 16 in. O.C. 20 in. O.C. 20 in. O.C. Max. UniRac Rail Cantilever. 16 in. O.C. 20 in. O.C. 2U im_O.G ......_.........--._...... Adjusted Anchor Span: 32 in. O.C. 32 in. O.C. 32 in. O.C. Adjusted Anchor Span: 32 in. O.C. 32 in. O.C. 32 am.�O_�C. GRID-TIED PHOTOVOLTAIC SYSTEM 6.60kW DC� STC ; TONDREAULT, DON ;�................................................ Zp�_��4�� .................................................� 4 LILLIAN ROAD �>�...................................... �g�_$�� ..........:...........................� [ SALEM, MA 01970 ` � Project# 10136340 Y' ' _..�.._. oE:��NER Erik May " � : ae��a Colin Roberts ..'..................................................................................................... �� ...�............................................................................................ : : = vERsioNonre. Z014-0&04 O . � S� � — . .. . REVISIONS - 13' : � # By Date Notes ^� _ � 1 EM 8IG20t4 PE Specinq Cortections Z � 3 A $ ��_3„�6�_8�, .._�.........�.._.. s � : o i E I L�, _ (N)PV Array on Roof 2: 5 Solanvorld Plus SW 275 Mono Black Modules AsphalUComp. Shingle ry � � 2°X 6" Rafters @ 16"O.C. r , Pitch:25° = ; : Azimuth225° g .�.....::.�. .........................:. �J 0 � ; ;�......... g�_g�� ........... ;�................. �p,_�„ .................�; s............................. �g�_q4�� ...........................,,.i m t : : : . i � E . v [�........................................................................................................................... 45�_gq� ............................................_..............................._....................----'---��--�-- --^ m _= UniRac SolarMount Mounting Notes: LL (N)PV Array on Roof 1: i • Total Quantity of Attachments=70 � 19 Solanvorid Plus SW 275 Mono Black Modules a • Roof Zones are defned by dimension, a=3.0 ft. AsphalVComp. Shingle Roof • Maximum Allowable Cantilever for UniRac Rail is Ys the Maximum Rail Span 2"X 6" Rafters @ 16"O.C. • Racking and Attachmenk UniRac SolarMount with Eco-Fasten Green-Fasten Pitch:25° with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5/16"x Azimuth:135° Q 31/2" Lag Bolt, Hex Head, 1&8 SSs • , � • All Dimensions shown are to module edges, including 1 in. Spacing between � Modules required when using the Top Clamp Method. • 7he SolarMount Rails will eMend 2-1/2 in. beyond the Module Edge in order �E 3/16"= 1'-0" to support the End Clamps. • UniRac requires one thermal expansion gap(6 in.)for continuous sections of rail greater than 40' in length MODU LE LAYOUT • Arzay Installed according to the UniRac SolarMount CodeCompliant � '�' Installation Manual vec 227.3, Pub 110616-1cc, June 2011 • Attachment Loca6ons, If shown, are approximate. Final adjustment of \ , attachment location may be necessary depending on field conditions.All P V _Ao2 attachments are staggered amongst the framing members. m � ; , :�. . � Sunmodule/P�US� SW 275 mono black i�w.w..,,a � �, � TUVPowermntrolled: � �.ovnn.i��.�a� Lowest measuring tolerance in indusUy - ��oa0002•^'^ � I'._ Everymmponentistestedtomeet 3 times IEC requirements - J � Designedtowithstandheavy . . , J acmmulationsofsnow and ice OSunmodule Plus � � , , Positive performance tolerance . ' J �. 25-year linear performance warranty ' . and 10-year product warranty J . , �� Glasswithanti-refledivecoating J ' World-dassquality �„M,a� ,,,a ,.A,a . Fully-automated produdion lines and seamless monitoring of the process and material p�E ;.„�r��„'+'0$ m 4s .,r�:C,"..°°,�y"�.;,a". enwrethequalitythatthecompanysetsasitsbenchmarkforitssitesworidwide. a�°""• ""•" .�,o � SolarWorld Plus-Sorting � . , /\�� sA� � Plus-Sortingguaranteeshighestsystemefficiency.5olarWorldonlydeliversmodulesthat �*�- c us -,,, . have greater than or equal to the nameplate rated powec. � `�� Ul 1703 � 25years�linearperformanceguaranteeandextensionofproductwarrantytol0years � C � � „ SolarWorld guaranteesa maximum performance degression of OJ%p.a.in the course of � 25years,asignificantaddedvaluecomparedtothetwo-phazewarrantiescommoninthe � ` industry.In addition,SolarWorld is offering a product warranty,wh ich has been extended . to70years." � � � � . �.. � 'inaaordancewiththeapplicable5olarWoddlimitedwarrantyatpurchase. � /IIII' wwwsolarwodd com/warrznTy � � I - SOLARWORLD �� ' soiarwoda.com Wetumsunlightintopower. � . ` : ; � Sunmodule%Plus SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m',NOCT,AM 1.5 Moxlmumpower P 175Wp , MoximumO�K'e� P 203.iWp � . Openrircultvoltage Vo 39.4v Openrircuitvoltage Vm 357V Mox7mumpoweipointvoltage V 31,OV Maximumpowerpofnivoltage VIX ' 28]V Shortcirruitcurrent I,me 9.SBA Shortair[ultrurrent Im� 7JSA Maxlmumpowerpolntcurrent - I g,94q Moximumpowerpointcurrent I Z22q � 'STG1000W/m+,25'C,AM15 � Minarreductioninefficienryunderpartialloadmndltionsat25'Qatl00W/m',IDO% ' 1�Measuringtolerance�V„)haceabietoTWRheinland�.+/-2%�iWPowerConlmlled). (+61%)oftheSiCefficiency�l000W/m��isachieved. � � COMPONENTMATERIALS THERMAL CHARACTERISTICS � NOCT Ce��f per module 60 . 4B � CeUtype Monocrystalline T��„ 0.04%/'C �¢Ildimensions 614inx6]4in�156mmx156mm) - T�.�, � -030%/°C Front Temperedglass(EN12150) T�Pma -0.45%/°C Frome B�ackanodizedaluminum Operatingtempeiature -40'C[o85°C Weight 467ibs(212k6) SYSTEM INTEGRATION PARAMETERS , �K i000w/m= Maximum rystem valtage SC II 1000 V 800W/m� � Max.rystemvo/tageUSANEC 600V MOXimum IeV¢IseCUlrent 15 q < 600 W/ms -- NumberoJbypassdiodes d � ULDesignLoadY Tworailrystem »3psfdownward 400 w/m� 64 psf upward 4 ULDesignLoads' ihreerailrystem »Opzfdownward � - 64 psf upward . 100W/m� 113psfdownward � IFCDesignLoads' 7woroilrystem l00 W/m= 50 psf upward 'Pleasere(er�otheSunmoduleinstallationin5tmctionSPorthedetailsassociatedwith ' — theseloadcases. moENewl�egeM V°` ADDITIONAL DATA 1-x4 3244(951) POwersorting' -OWp/+SWp ti 1-Box IP65 . Moduleleads PVwireperUL47WwithMC4mnnectors 1133(288) � Module eJJitien(y 16.10% � � Fiiemting(UL790f ' CIa55C � G/ass Low imn tempered with ARC �4130(1050) Version Ob 153 2.Shame 65.94(7675) bottom VERSION 2.5 FRAME � mounting • Compatiblewith both"Top-Down" . holes — D and"Bottom"mountingmethods • jGroundingLocations: -4 mmers of the frame -4locations along the length ofthe module in the eztended flangei 134 3< L xq I620(tOn� � 1.22�31) �39.41(1001�� 'All units provided are imperial.5l units provided in parentheses. SolarWodd AG reserves the right ro make specificalim c�anges without notire. SW-01-6025U5 02-2014 � '.� � � s t �,� r a i `� r�` i p � `a� . ` �'f{ p ' � . rs ' � � � � ° §� d i � F ,4� . �. e �'1 � r i � 1. r 7" � �, € � °}! �� t ' 1�` � � � � E � it . ��' a � f � i �,,.sY'"�.^'�� P � 3� r. , � {t 4�� a" �.�R�� .� �? � j : .r ��', ` � �' '�� 7�'t�,��` �� 7 ��. �' , �},#� '' fl, { i r�i f -i � :,� d� . ,� � xi . 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'�s �.�._ ,��g .-�� : �"�� wh� � i ".�J � .�^ �� '- - ��"��_`".v�"��__�� m M'.. .- �� ' , �. . ♦ �tk .' v.:g -- �` . . , .�r W` � ' � � i T .. S . . 'M'. e,.... ,,�r ' "'s .:k-.v�... .-_'"' �„ � .m-- .�.�� .,.._ � � �,.,. . � " m. ' �.., . ,-. ,..,, ,_w...�.��w..-.-.-, ax ,,.,_ .' " ..+�.::� " �..� �;�...� . ._. „� m. . �'. " s ;� �. x " � EmFasten Solar� 877-859-3947 Committed to the Support o(Renewoble Energy �. j,'„ ^ a _ a � a • 3 0 � g � a � N 2 O o p _ p N � O O i+ i+ � N (J� � W O � o 1 � �� b - o � � w , 0 0 _�, � � � � o �+ i,� �+ o �O Ll � � m m Z N D . P . N I+ � o m � Z � a � , o � � N n W � � c� 3 " � c r N � T � 2 �' � m II � 3 S T 33 w - I � = wm � � � T � n y � � W p . . . OJ T . N s t�o n- � N � :� F� ' h ��; � .;� �� w ��t��. h� �� GREENFASTEN'" PRODUCT GUIDE — GF-I "'' �1 Bracket OpUons- CP-SQ , �� "-r � f� � , {. ...,, �� ,; � � �� "�� '°'�E� W 1-- ---1 ��?'j; ��k .375±.008 � �,.p� .. � _ . �� G�b; I � � ��{,� � ., i �z; � F , i , �, °�} a�+;��'; � � 2.000�.025 I ��1�� P A i`. {�a � . NYr��'!��t�' � 9� � " � A +' ` S � � r${ l� �' �_^�E� k � � . { �f � �� •` a �' � a � "�� i� : v + � � 2.00o�.o2s �� o , *. �, � E � � , , v . . �V,r. :::.r s:1.'� s �E . . d , Asy ' E t • � " �� ,. . : i� � i`� � � ; �. �µ��.4 �,`� { k r-i _ . ' P � m .� e � 0 � �� y� ��`° C�S.377±.OlOTHRU ` • � �/ .875�.010 X 82° NEAR SIDE � �, ,� � ." � � b �{k a u * o t i w �f + Compression Plate 2" X 2" Mill Aluminum j � �O&afarten SolarC�il AO mn[ent protecred under copyrighc All righa rererved 02/I bll 1 ' �� / .� %�{ t p� •� �1q - W _ �� GREENFASTEN'" PRODUCT GUIDE - GF-I �'e�,� Specifications '� �l�.' « `` PART I —GENERAL 1.3 SUBMITTAL . B. Fasteners (may be supplied by others)to be - � -� A. Submit manufacturers written specifcations. compatible with chosen roof application and "� x 1.1 SUMMARY � B. Submit standard product cut sheets. meet specifed pull out values as shown in load � � ��'�".� A. WORK W CW DES test data. �1 .� . C. Submit installation instrudions. . . . I. GreenFasten solar attachment bracket that � ,'��r D. Submit produd specific load test data,showing C. Base Flashing is.032 gauge aluminum embossed � , .� ., attaches diredly to the roof deck ultimate and allowable load values. to accept EPDM bushing. - �a � - 2. Provide appropriate bracket and fasteners �14 ; for the roof s stem. D. Bushin is EPDM, i° Y 1.4 QUAUTYASSURANCE g N��$� B. RELATED SECTIONS ' Installer to be experienced in the installation of E. Stainless s[eel bonded washer is 302 stainless �F' I.Section 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. � 2.Sedion 07500:Roof ng than 5 years in the area of the project. `.R.�, � 3.Division I:Administrative and procedural 23 FINISH—Mill Finish '� a:� f� requirements � I.5 DELIVERY/S70RAGE/HANDLING A. Bracket is mill fnish aluminum i �;i"3� 'r .'� 4.Division7:Thermal and Moisture Protedion Inspect material upon delivery.Notify manufacturer � w ��(: B. Base flashing(choose one) ,�+� �� '��f+ � �q��' 1.2 SYSTEM DESCRIPTION - within 24 hours of any missing or defective items.Keep >. matenal dr ,covered,and oHthe round until installed. � ` a F � � � y g I.Mill Finish - . `�� v A. COMPONENTS: ��i�. ,1�� p� w` I. GreenFasten system consists of aluminum pART 2 - PRODUCT$ 2.Black-kynar painted ��' ;-�� `� ' f..� o flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted p i':#{ c ,� 3 bonded stainless steel and EPDM washec i v � 1.1 MANUFACTURER �pi r k��' �� 2 Fasteners � � EcoFasten Solar° PART 3 - EXECUTION �' ��F�+ V ` f � A.To be of inetal compatible with aluminum � � � 0 289 Harrel St.Morrisville,VT.05661 .:piy� t �" r GreenFasten componentr. (g77) 859-3947 - 3.1 EXAMINATION � °' B.Fasteners should be seleded for _` 4�'��r , � " ' - n� www.etofastensolaccom. � A. Substrate:Ins ed structure on which brackets ' ' �,� r �'� „', compatibility with the roof deck. � � are to be inrtalled and verify that it will withstand " �� $ C.Fastener strength should exceed or be equal z z_ �.�qTERIALS any additional loading that it may incurred.Noti(y �I*+f, � o to that of the allowable load of the system. A. Attachment Bracket � General Contractor of any defciencies before ��+ � � See test data at www.ecofastensolar.com �'�� , � �� 6000 Series Aluminum (choose one) installing EmFasten�5olar brackets. ' . � .� 3. Sealant(if required by roof manufacturer): � � I. F-I I I B. Venfy that roof ng matenal has been installed �� t�� o to be roof manufadurer approved. . correctly pnor to installing solar attachment brackets. � 4. Aluminum attachment bracket Z. L-101-3" � �� i ` s � , � . 3. L-I 02-3„ . / �v . P 31 INSTAWITION � ", i B. DESIGN REQUIREMENTS: 4. CP-R -.-�'� ; P 5. CP-SQ A. Comply with architectural drawings and � �.,� � ,n I. Bracket spacing to be recommended by � , � m , - project engineers remmmendations for location � e�.. � projectengineer. 6. SL-IOb6' . � . of system.Comply with Manufacturers written + m � 2. Install a mirnmum.of one fartener assembly �� Z-101 � �t 'y o 3. It is important to design new strudures or 8. Custom installation instructions for installation and layout. �, 5 �' � N assess existing rtructures to make sure that - ', n: S v � they can withstand retained loads. �, y LL _ ��''+, 1 ° , u, r i F s �� — Oc EmFas[en Solor�All mntmt pmtetted under<opyrighc All righn reserved 02H bl I 1 . SeaS-I e J' * '�' �." ��$!'iP iy�.... �� '�� e �;>>.e i I' ��:w1 GREENFASTEN'"' PRODUCT GUIDE - GF-I ` �;+�1 Amerimn Wood Council Lag Bolt Pull-Out�alues � ,'€+ 4= �A �f��,:� ; ��`.�� f�� ;�� Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) e, r, ,; �' Lag screw speci¢mtions ��M ... ,, � Specific 5/I b"sha * � i �' � �i� Gravity � p,�� "` i �� `�� j �� ,, . � per inch thread depth � ��;4: �' `e�r�.. °° { , � W Douglas Fir,Larch .50 266 ��fg" � � <��. � Douglas fir,South 46 235 �. � � '�s ' v � Engelmann Spruce,lodgepole Pine .46 �,��,��' �a��k ' � � (MSR 1650 f&hlgher) 235 �p*t�t 5 � �.� o Hem,Fir,Redwod (dose grain) .43 212 '� ,�,�� a Hem,Fir(North) 46 235 '� � � �' � `^ Southern Pine .55 307 Thr� 't i�' � � ,c � � Depth . -n o Spruce,Pine.Fir .42 205 � � � � i � ',�� v Spruce,Pine,Fir 50 266 ��:e'�+�� :;,� � �� - (E of 2 million PSI and higher � � , o grades of MSR and MEL) ��• t �+.� P � P � � � �„ � � ' a � � � � I x � i0 Y � �m. A . . � ' . .,.,:* 'ry LL . t. O �j '.,h. w � . ..ar' t ` ' �� OOEmFasrenSolarOOAllmn[en[pmtecredundermPyrighGAllrighssreserred. 02/16III . $eC.b-I t ; f � , � . � • . - . . . . :e�UNIRAC A HILiI GNpUP COMP�NY SolarMount Technical Datasheet . � Pub 170818-0td W.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 • Battom Up Clip material: One of the following extruded aluminum . Bottom Nut (hidden..� • alloys: 6005-T5,6105-T5,6061-T6 Up Clip �o • Ultimate tensile: 38ksi,Yield: 35 ksi I Finish: ClearAnodized • Bottom Up Clip weight: -0.031 Ibs(14g) Beam ' Bolt ' Allowable and design loads are valid when components are I assembled with SolarMount series beams according to authorized UNIRAC dacuments • Assemble with one Y:'-20 ASTM F593 bolt,one Y<"-20 ASTM F594 serrated flange nut, and one Y:'flat washer � � : Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- � party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance � Direction Ultimate Load Factor, Load Factor, �� Ibs(N) Ibs(N) FS Ibs(N) m ' � 1T��° Tension,Y+ 1566(6967) 6S6(3052) 2.28 1038(4615) 0.662 � E � Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441 �-.►X � --- Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a • � � • . . . . :e° U N I RAC� G NI1116R�W f➢MPANY SolarMount Mid Clamp Part No.302101C,302101 D,302103C,302104D, � 3021050,302106D � I • Mid clamp material: One of the following extruded a�uminum Mid � 8�� alloys:6005-T5,6105-T5, 6061-T6 la e Nu , . Ultimate tensile: 38ksi,Yield: 35 ksi CI`mp � Finish: Clear or DarkAnodized � • Mid clamp weight: 0.050 Ibs(23g) ' • Allowable and design loads are valid when components are assembled according to authorized UNIR,4C documents • Values represent the allowable and design Ioad capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated ° • Assemble mid clamp with one Unirac Y."-20 T-bolt and one Y:'-20 ASTM F594 serrated flange nut Beam ` • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- _ party test results from an IAS accredited laboretory Applled Load Average Allowable Safety Design Resistance �^�o�*^++�'��^�� Direction Ultimate Laad Factor, Load Factor, � ei.mmenMoanes � i �, -- Ibs(N) Ibs(N) FS Ibs(N) m I Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 � Transverse,Zt 520(2313) 229(1017) 227 346(1539) 0.665 � Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 � F— — �—►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,3020020,302003C, 302003D,302004C,302004D,302005C,3020050, . 302006C,302006D,302007D,302006C,302008D, r 3o2ooeC,3oz0o9o,3ozo9oC,3o2o7�C,3a2ot2C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 , �'� olt � Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: —0.058 Ibs (26g) � d�p • Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac Y:'-20 T-bolt and one Y.''-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined acco�ding to Y part 1 section 9 of the 2005 Aluminum Design Manual and third- � party test results from an IAS'accredited laboratory �^�X • Modules must be installed at least 1.5 in from either end of a beam i . is i Applied Load Average Allawable Safety Design Resistance � X°"""" � Direction Ultimate Load Factor, Loads Factor, ,�,p„ - Ibs(N) Ibs(N) FS Ibs(N) m � � V�� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 I � �"� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 j_-- Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified:ia.inshes-unless-raoted a � • ae . . • . - . • . . - - ::UNIRACW � A HILiI GftOUP COMN�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:ClearorDarkAnodized • L-Foot weight:varies based on height:—0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents � L-Foot • For the beam to L-Foot connection: � - � •Assemble with one ASTM F593'/a"-16 hex head screw and one errated � . ASTM F594'/;'serrated flange nut � � Flange Nu - •Use anti-seize and tighten to 30 k-Ibs of torque � • Resistance factors and safety factors are determined according to part � 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory � NOTE: Loads are given for the L-Foot to beam connection only; be �X sure to check load limits for standoff,lag screw,or other ' ---�� attachmentmethod � xo� Applied Load Average � Safety Design Resistance "5t0if0" I Direction Ultimate Allowable load Factor, Load Factor, �� Ibs(N) Ibs(N) FS Ibs(N) m r'r'^` _� �_io� , � Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.675 Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 ` . • � • � • • . • . . - - ::UNIRAC � A HIQIGROUPCUMP�NV SolarMount Beams , Part No. 310132C, 310132C-8, 310168C, 310168C-6, 310168D ' 310208C, 310208C-8, 310240C, 310240G6, 310240D, 410144M,410168M,410204M,410240M PropeRles Units SolarMount SolarMount HD Beam Height in 2.5 3.0 � Approximate Weight(per linear ft) plf 0.811 1271 Total Cross Sectional Area in' 0.676 1.059 � _ Section Modulus(X-Auis) in' 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Axis) in° 0.464 1.450 Moment of Inertia(Y-Auis) in° 0.044 0.267 Radius of Gyretion(X-Axis) in 0289 1.170 I Radius of Gyration(Y-Axis) in 0254 0.502 `�; r ,.K r i `3 iHl`{z �y��,y�. C � }. ..� . �ry M1 SLOT FOR T-BOLT OR 1�z8—+� 1 SLOT FOR T-BOLT OR I �"HIX HEAD SCREW � %^HEX HEAD SCREW 2X SLOT FOR SLOT FOR � BOnOM CLIP 2.500 607rOM C�iP � �� , � 3.000 � 1.316 � SLOT FOR 3�8"�HEX BOLT SLOT WR 1385 I 3�" HEX BOLT ' � 387� 750 1.zo7 Y � � �, 1.875 ► � �^-►X �.�X � ISolarMount Beam SolarMount HD Beam � . Dimensions specified in inches unless noted � ; , , 11/, � =� = RGS I ENERGY �//�1`` Clean Power.Bright Savings. August 14, 2014 ` City of Salem Building Department 120 Washington St,3�d Floor Salem,MA 01970 Hello, � � I have enclosed a building permit application, applicable fee and supporting documents for a residential solar installation in your town.Please let me know if anything else is I required to approve our permit. Once the permit is ready please use the enclosed self-addressed stamped envelope to send to us. Thank you and let me know if you need anything else, ' �.�."`7 Kim Hendel Operations Specialist � RGS Energy ; 32 Taugwonk Spur Road,Al2 Stonington CT 06378 � Ph 860-535-3370 Fax 413-683-2225 � � kimberlv.hendel@RGSenergy.com . 32"faugwonl<Spuc Al2,Stonington,CT OC378 � tcl.86U.535.337U � fax 413.(832225 I RGS6ncrgy.corri