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19 GREENLAWN AVE - BUILDING INSPECTION (3) �TU-I�,-q� - :� 234�°°. ._.GK �900 �.._.. I � The Commonwealth of Massachusetts IN$PECTIONAL ERV(Q�$OF °�g Board ofBuilding Regulations and Standards SALEM �J�f Massachusetts State Building Code,780 CMR R is ar 2011 Building Permit Application To Construct,Repair,Renovate O�DMAYi�shq �' � One-or Two-Fami[y Dwelling This Section For Official Use Ooly - Building Permit Number: Date pplied: Zldv^ , a �I dY Building Official(Print Name) Signature � Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Pareel Numbers � .19 Greenlawn Avenue pg 0162 � � l.la Is this an accepted s[reet?yes X �p Map Number - Parcel Number 1.3 Zooing Information: . 1.4 Property Dimensions: . � R1 �� residence-no change � � � Zoning District Proposed Use . Lot Area(sq ft) Frontage(ft) � 1.5 Building Setbacks(ft) n/a . ' . � Front Yard � �Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Informafion: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑ Check if yesO � SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner�of Record: Michael Panneton Salem, MA 01970 Name(Print) � . � ,�� City,Sta[e,ZIP _ 19 Greenlawn Avenue � � 978-745-4868 huskydiver@aol.com � No.and Street Telephone Email Address � SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Cons[ruction❑ �Exis[ing Buildiog❑ Owuer-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ � Demolition ❑ Accessory Bldg. ❑ Numbet of Units . Other C�9 Specify: solar � � Brief Description of Proposed-Workz: �nstallation of a 7.7kW roof mounted solar array using 28 SolarWorld SW275 Mono modules,28 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: ` � Official Use Only - - � Labor and Materials � l.Building $ 7,000 . . - 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ 26,000 �Standard City/Town Application Fee I ❑Total Projec[.Cost�(Item 6)x mul[iplier x � 3.Plumbing $ 2. Other Fees:. $ - � 4.Mechanical (HVAC) $ Lis[: 5.Mechanical (Fire $ � � � Su ression Total All Fees: $ Check No. Check Amount: Casli Amount 6.Total Project Cost: $ 33,000 ❑paid in Full ❑Outstanding Balance Due: ma� �� s�za (s,-,�,� , �,.,� . P�,�� SECTION 5: CONSTRUCTION SERVICES 5.1 Constructlon Supervisor License(CSL) 102054� 10/6/14 MichaelRotondo LicenseNumber ExpirationDate Name of CSL Holder . List CSL Type(see below) 61 Gellette Road No.and Street Type Description � U Unrestricted Buildin s u to 35,000 ca R. Fairhaven,MA 02719 � I R Restricted 1&2 Famil Dwellin � Ci /To� � State,ZIP M Mason I . RC Roofin Coverin � � WS WindowandSidin � 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 4/6/15 Alteris Renewables dba RGS Energy � HIC Registration Number Expiration Date � H[C Company Name or HIC Registrant Name � 32 Taugwonk Spur,Al2 � kimberly.hendel@rgsenergy.com No.and Street Email address Stonington,CT 06378 560-5353370 Ci /Town,Sta[e,ZIP Tele hone � II SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building pertnit. Signed Affidavit Attached? Yes .......... CF No...........❑ � SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of[he subject property,hereby authorize Alteris Renewables dba RGS Energy � to act on my behalf,in all matters relative to work authorized by this building permit applicatioa see signed authorization form attached ��3 �'�� Print Oxmer's Name(Electronic Signature) Date SECTION 7b:OWNER�OR AUTHOR(ZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of tfie information wntamed� thi' application is true and accurate to the best of my knowledge and understanding. �ti. � � (3 I`�'. - Print Owher's o Authorized AgenYs Name(Electronic Signature) Date NOTES: ' 1. M Owner who obtains a building pertni[to do his/her own work,or an owner who hires an unregistered contractor (no[registered in[he Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.C,.c. 142A.O[her impoRant informa[ion on[he HIC Program can be found a[ www.mass.eov/oca Infovnation on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the infotmation below: � . Total floor area(sq.ft.) (including garage,finished basemenUattics,decks or porch) , Gross living area(sq.ft.) � � Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of halflbaths Type of heating system Number of decks/porches ' Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Totat Project CosP' =�`,��= RGS I ENERGY ��+�`~ Clean Pawer.Bright Sarings. f Property Owner Consent Form � Owner: �iG`iqa.� ��v�,� �H'He/�� - Address: f� ��~ ��^'" � � Town: � �P� . , State: �� z;p: a/g7 0 Phone: �.7� �y� - y�6� � I hereby give�permission to RGS Energy and their � representatives to pull the required permits for a solar � installation on my property. ; . � O y// . Property Owner Date C�.��(-U'.I� � 32 Taugwonk Spur,Al2,S[oningtoq CT 06378 � tel.860.535.3370 ( fe�c 413.683.2225 � R�CiS(;net�t.t��.a+m � �� . { , -.,,� , .y . . . . i � I � —.. . ._ ___.__— , n - — �� '�r<�I�rn�ri�ii�i�fi�/� r`� l(�r.�.l�i��n.t��//; �, =�: Office of Consumer Affairs and Busmess Regulation a ` s . 10 Porl: Piaaa - Suite 5170 �-,.._„ Boston. Mnssachusens 021 I G Home Imrrovement Contractor Regisvaaon Replstrotbn. 182709 - �, . Type�� PMi28teCor0ot9Non � . E�Oir9i(crt. �f8Id015 trY 237I22 ALTERIS RENEWABIES INC. MICHAEI ROTONDO —` " �2 TAUGWONK SPUR At2 —'--- ^ S70NINGTON,ct 08378 - UpJnte Addrei aad ntum nnl.�luk msan fnr thanpe, �\ddresT K�nawd EmQlwiaeai I.os�tarA - K�� o a3!;r�i: .�. ...... _ '' '!M R;w ,«»..�di�^af`l'1'r„r�1.'r,aM� . . . a.�,lltllfe il a'wastv nf1Y1n B U�.fee.pe�eb/Me. 1_Ieenfe ar YeplilMillan�u1W far IOJhktal m�aAly � C�ypppy�MfiNfCpMqAClpp Mtorelhreflnfinidne. Itfoundrer6Yuw:. ��'��,,�y fnW�e �16I709 lyp�i OtlkealCalyumet.�Rs(KmdOmniessQejwl�7lna I �r��y " �ikn: �i62018 .� PrMqCoiooraW��' IOP�WP4Ya.5ufieS170 . � ." � Bn�mn:\IA 011 lti �AL(�H15 qENEWA8tE5 Wt u�C1u�Bt.QOMNDO � 7611W.Q53TANa6NOR .,��r-� WkVBR.►MO3J70 ` la8{Mmnq' \nl�'s1�tl�vOfio�tlsl�nalure ...� -�.,..� ._ . . � . . _.�.---...w..,.. i � ' , � Ya�w�ierimMY!<L�iMm�+Md+�ur►aMy ' „9W"" � l,�q��lalMkw'.V�#/Ni��M+!1N. ` . � •wsr:. i . fr4�M�Ce'xT*r�w.I .� ., � ��' � ti-M.� l'!+1'�Ft `•" ,- 4� � �s��., YWiuLdMYUVU ' i ��.� �1fY1.UAK1IY.YC � . � �111M�iMnM1� .�, � . wa <"3.:, . X.G-J.I+} �4ni.rw ..�1�d�D . !�++....«�.e,� aWlola � i�14 1�CJ'� . � . . . , . . .� � ... a� � {�"-rw.' � . r ' '`�� R�� CERTIFICATE OF LIABILITY INSURANCE °A`�,M",°°'"""", �� Ut/2o t 5 12/30/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELV OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TH�S CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER�S);AUTHORIZED REPRESENTATVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the eeAifiwte holder is an ADDI710NAL INSURED,the polfey(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditlona of the policy,certain policies may require an endorsemenS. A statement on this ceRiflcate dces not confet rights to the certifleate holder in Ileu of such endorsement s. � PRODUCER Lockton Companies,LLC Demer NAMEAOT � ' 8110 E.Union Avenue � vHONe Suite 700 ac No: E�MAIL Denver CO 80237 AODRESS: �3O3�M1IM1-600O . INSUREftSAFFORDINGCOVERAGE NAICA wsunersn:FirstS ecial InsuranceCo oration 34916 INSURED p�terisRenewables,Itl0. MSURERB: � $ 1344665 dba Real Goods Solar iNsuners c: 'ver n ur n 12203 dba RGS Energy iNsuaea o:Starr Indemni &Liabilit Com an 38318 32 Taugwonk Spur,Unit AI2 INSURERE: Stoningtoq CT 06378 INSIIRERF: ' COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX 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 SUBJEC7 TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIO CLAIMS. INSR ADD SUBR POLICYEFF POLILYEXP �� TYPEOFINSURANCE SR POLICYNIIMBER MhVDD/YYri MMIDD LIMITS A GEN�rtaL�wsiury N N IRG2OOO52BOI I/1/2OI4 1/1/2OIS ENCE - X MERCIAL GENE BILITY DHM1IAGE TO RENTEO PREMISES(Eao¢unence) E SOOOO � CLAIMS-MADE �OCCUR MED EXP M ane rson {] � PERSONAL&ADVINJURY S ]�OOO�OOO GENER4LAGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG POLICV X P a lOC S g AUTOMOBILELIABILITY N N BAP5852403 1/1/2014 1/1/2015 (Ea eccidanQ $ X ANVAUTO . BODILVINJURY(Perperson) $ X ALLOWNED SCHEOULED BOOILYINJURY Perecciden� Q{ Q( AUTOS AUTOS X NIREOAUTOS X AUT SWNED , PROPERTYDAMAGE $ XXXXXXX EXXXXXXX C X UMBRELv.upB X OCCUR N N 000557241 Ul/2OI4 1/I/2015 EnCHOCCURRENCE $ IOOOOOOO � J( EXCESSLIAB CLAIMS-MFOE �000020(O9 1/1/2OI4 1/1/2015 qGGREGATE $ DED REfE1RION5 $ WORI�RSGOMPENSATION N ' C - OTM- B ' ANDEMPLOVERS'LIABILIiY Y�N WC5852405 1/1/2014 �/I/ZOIS X TORYLIMR ER ANYPROPRIEfORIPARTNF.RIFXECUTIVE E.L.EACHACCIDENT $ OFFICERIMEMBEREXCLUDEDI �N N�A E.L.DISEASE-EAEMPI,OYE $ � QOOOOO �Wntla[ory In NX) Ifyes,tlesaibe untler ' DESCRIPTIONOFOPERATIONSbalow ELDISEASE-POUCYLIMIT $ OOOOO � OESCWPTION OF OPERATIONS I LOCATIONS I VEHIClES(Albch ACORD 101,AEtlitionai RemerFe Sehatlule,if mora npace Is requiraE) CERTIFICATE HOLDER CANCELLATION � . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 8E DELIVERED IN ACCORDANLE WITH THE POLICY PROVISIONS. 1268827 3 AUlHOR12ED REPRESENTATNE For Evidence Only � �t/C / i, C ��+/ � ACORD25(2070/OS) meacoao��eemiopoere.ee�srendmeMaotacoao c� 88-2010ACORDCORV TION:AII�ights�eserved � The Commonwealth ofMassachusetts Department of Industrial Accidenls Office oflnvestigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Aftidavit: Builders/Contractors/Electricians/Plumbers Apalicant Information Please Print Leeiblv Name(B�s��essiorgani�ac�o�/indivia�aq: Alteris Renewables, Inc. dba RGS Enerqy Address: 32 Taupwonk Spur, Unit A-12 City/State/Zip: Stonington. CT 06378 Phone#: (860)535-3370 Are you an employcr?Check ttie appropriatc box: � Typc of project(required): 1. x❑ I am a employer with 120 4. ❑ I am a general conhactor and I 6. ❑New construction � employees(full and/or part-time)." have hired[he sub-contrac[ors . 2.❑ I am a sole proprietor or partner- listed on the attached sheet. _ � ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its � required.] officers have exercised their 10.❑ Elcctrical repairs or additions 3.Q I am a homeowner doing all work right of exemption per MGL ll.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no �2,� Roof repairs insurance required.]r employees. [No workers' 13.0 Other solar panels comp. insurance reqaired.] •Any applicant Ihal chccks box#I musl also fill out lhc scction bclow showing thcir workcrs'compcnsation policy infonnation. t Homcowncrs who submit this affidavil indicating Ihcy arc doing all work and then hirc oufsidc contraclors must submit a ncw affidavit indicaling such. �Contraclors lhat chcck[his box must anachcd an additional shcct showing[hc namc of thc sub-con[mctors and thcir workcrs'comp.policy information. I am an emp[oyer that is providing warkers'compensation insurance for my employees. Below is the policy and job site inforinatiorc Insurance Company Name: Zurich American Insurance Co. Policy#or Sclf-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 19 Greenlawn Avenue City/State/Zip: Salem, MA 01970 � Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). � Failure to sccure coverage as requi�ed undcr 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-yeat imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violatoc Be advised tha[a copy of this statement may be fonvarded to the Office of Inves[igations of the DIA for insurance coverage verification. I do hereby certify und the�and penalties ofperjury that the information provided above rs true and correc[. ,' � � �i�lb�l� � SiQnature: �!� `^ Date� f Phone#: (860)5353370 ' Offtcia!use on[y. Do not write in this area,to be comp[e[ed by ci[y or town o�ciaL City or Town: Permit/License# Issuing Authority(circle onc): 1.Board of Hcalth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other I Contact Pcrson: Phone#: May 8, 2014 To: Code Enforcement Division From: James A. Manc, Jr. P.E. Re: Engineer Statement for Panneton Residence, 19 Greenlawn Ave., Salem, MA - Solaz Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main (one layer composition): 2" x 6" rafters at 24"o.c., having roof slope distance 16'-4" with rafter span 10'-0"; pitch 23 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 solar mounting, the Unirac Solannount rails will be anchored to the rafters with L-foot supports with Ecofasten Green Fasten flashing and ECO-CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 48" sp. max. with 5/16"x 4" 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. 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, ��r��F^^� cy N O a g J�MES�.M�RX,�� ^ � tii s/d/�� N011li;4fi:iO 4Q (J James A. Marx, Jr. q�'o �'��s��'�� Professional Engineer �S��oNnL�� MA 36365 �� 10 High Mountain Road Ringwood,NJ 07456 cc: RGS Energy May 8, 2014 ! To: Code Enforcement Division From: James A. Ma�, Jr. P.E. Re: Engineer Statement for Panneton Residence, 19 Greenlawn Ave., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing Main (one layer composition): 2"x 6"rafters at 24"o.c., having roof slope distance 16'-4" with rafter span 10'-0"; pitch 23 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 solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Ecofasten Green Fasten flashing and ECO-CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at ' 48" sp. max. with 5/16"x 4" 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. 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. � I . �C��F M�Sgqc . Sincerely, � ti� °�anMEs^M�nx'a�i. sF�, N S \� � c.�v ��1�5` ° No.�c,�h5 0 �� 'o TFr.is�� G� James A. Marx, JT. R��S;IONPL�� Professional Engineer MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc: RGS Energy I '� ,r . � ' ,�xr,.� -.... .=r� ,. . . .. . . yv�' DESIGN AND DRAFi1NG BY: ` PROJECT DESCRIPTION ' �rr � � . �,,, �..� _�. � ��,•"� . I� OtiNI1ENLEY �/ �=�^j ThIS 7.70 kW ROOF-MOUNTED PNOTOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT � `�` ��S � :'� • ,•�' ^�`f`�s��a' �_� , � `s. � � , . yo S.Sem4.�itr.lit.�useumta� � p n TI1E PANNETON RESIDENCE AT I 9 GREENLAWN AVENUE tN SALEM, MASSACIIUSETTS. �"" `- � s „ , a° , '�' "`= � ,�d � c�m iq�'� [� � I UtlOgdaCa��o� TI1E ENERGY PRODUCED BY Tt1E PV SYSTEM SHALL BE INTERCONNEGTED WITFi TF1E '� � �j 4 ,,�� 1,pr`� , S•,-= Q4s�� r �, ' Q=Pea UWpC1�QoClqt�q UTILITY GRID TFiROUGfi Tf1E EXISTING ELECTRICAL EQUIPMENT AT TI1E MAIN SE(ZVICE ♦ .�"'.�. y'-''�vashinqfo�s�� -;py� Ss ''4��t�' + , — PANEL NO BATTERIES. r.� y�9� .. e �� `" c> � �'.��" k�'�" Sa�Et:l �„�„a SCI�IS�� - t°' � � " io; ,,,�'" y`%- REVISIONS �+ . � ' s S y� � �� YY� � ta .. OESCPo�I'ION D4TE PEV 511EET INDEX �' �,�` ,; � �• j ,� �, ` ,o�J � t .� oP��N,� 5�5��0�< A ,._ ,�c.. dckson Si .$ � acs re�view sis2o i n s T I .O COVER * ," s�^ { Q _ , �,. ; , r .� . � `' E011l�.CIIANGE 5)y2014 C AI .O SITE PLAN # PV LAYOUT � -�`•�' �,� ' . a�"r " .' " � I A2.0 MOUNTIN6 # RACKING METIIOD iri ��``� "�' �':; n' " .� , E I .O ELECTRICAL DIAGRAM • , ' , � � �, r�oni+sn«a ` ` ' � . - C� t�ned�ea!Center � r . : L� � �f4 � . .. ; � �. � 114 ' �:tG�df(�irokC L`f'!T^tClf`f . i ' . � �.� e . �.-0y�� 5 �...? *. . # i�r� . � �:. ( ..`�.. . . . .Q. a .°` �` ' �,y, lU' �:. � �°"n.al. *�' "*S'r �' GOVERNING CODES � � ' �'� .;'�` � '��„sT-.._ ; �' " r " 20I 4 NATIONAL ELECTRICAL CODE , + a 79 Greenlawn Ave -� ' s 780CMR, 8th EDITION �.""�`� ; �� Rt' �. `� � � x�' Contractor: UNDERWRITERS LABORATORIES (UL) STANDARDS ? _ � �� ':� �'� `` �' `I� 0511A 29 CFR I 910.269 �,�r' ` �` '� io� �' � � � � � L � . �` `` �" � ° ,� �- � 1 �i4aw�M�rne� i�acP h � � � / �• � 4 Sat�irt State Umrersii'yfi; . Mad Shoppuag��vd�t �� ' ° � �ti�"°"`'`` RGS I ENERGY ✓ ��NwlhGastAl�imalSheltix ' 51TE SPECIFICATIONS ��rfl j f�� ,^�� ' * % . ,. 3 �� .. ��zn�Fowe,a„R�«a�,�a, OCCUPANCY: fl - SINGLE FAMILY DWELLING ior DESIGN WIND SPEED: I00 MPFi _ _ _ ,�` �, � ��',,, ��p W� c`;,, �� , #" �� RGS ENERGY EXPOSURE CATEGORY: B VIQNIiY MAP �� 833 W 50. BOULDER RD. GROUND SNOW LOAD: 40 PSF — PROJECT LOCATION LOUISVILLE, CO 80027 - � P 714 9194171 ca o�smem,mn vvzaia www.R65Energy.com Parcel Map ' �� `. � � m r� '... � s - � . � d, .; � :'•'�q � \ '` s �'"w�� - ' ,', /° \`h. .a Pro�ect: f ' r. PANNETON RESIDENCE `\ _�, .,�'", "a . �� . i .'� � � - I 9 GREENLAWN AVE '� � . SALEM, MA O I 970 � \, a.o��+ � ' UNIQUEJOBID: 10120881 - � " �'1 - � � x4�� . •� i g � Sheeb Title: �� y��_ �`� , � "`� W,,,� , � �i . COVER � �` � ,�, ., �,, , � ,,�_ � �\ \" ;��" Sheet Number: r' ' TI .O /��+`ca q N �a. "�� .o � . y��., . � a re E?'�� _ � ' . ` +t'� SheetS¢e: "° �� ANSI B — I 7" x I I " C'� . _ _ - - �� Enymeering Approval: naF.f.'uw��x.� i nwMw ' NGPFOHPEFEPENLEON�Y •tre, MOTRIEMLWLUMFNT B�m..ev�n �.��r..�o.�.. a . . � if � � � � ...' ,. .. A�� .T �..o . ... s . . ? � �..r .:- .`c4F' PARCEL MAP �� AERIAL MAP �� - . 3 PROPERTYID: OB_0162_O � �� - - --� -- . . ._.. _ . . . -_r . . i �-�' � �ESIGN AND ORAFiING BY. CONSTRUCTION SUMMARY CONSTRUCTION NOTES onNneN�r �� I .) (28) SOLARWORLD SW275 MONO PV MODULES, TOTAL: 7J0 kWstc. I .) ALL EQUIPMENT SNALL BE INSTALLED IN ACCORDANCE WITFi TF1E MANUFACTURER'S INSTALLATION WSTRUCTIONS. ��EF��-e�' \� 2.) (28) ENPFiASE M250-60-240-52x MICROINVERTERS, TOTAL: 7.00 kW AC. 2.) ALL OUTDOOR EQUIPMENT SFiALL BE W1INTIGNT WITI1 MINIMUM NEMA-3R RATING. q� �aqedp� Ua[�3�n�eaCooi 3.) (52) ATTACFiMENT PpINTS @ 48" O.C. MAX. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFIGATION. Q��c.S+9�t'�10�10 4.) ROOF AREA: 2,750 SQ. FT. SC��l� ARRAY AREA: 520 SQ. FT. ARRAY COVERAGE: I 8.9% REVISIONS DESCRIrTION P4TE kEV OFJG-INAL 5/5/2014 A � . � fLCSkEVIEW 5;5�2�14 8 � E�UP.CYIANC-E 5/N2014 C 2�� Contractor: ��`�� JUNCTION BOX ' � � 23°IPITCII � '//,``� � 33.25 �n RGS ! ENERGY PV LOAD CENTER 3/4" EMT o 0 0 0 0 0 0 0 o a p1Pan P""•.""^"$'�"'"�'. UTILITY METER o o a o 0 0 0 0 0 0 o RGS ENERG�' I 29.50 in 833 W 50. BOULf?FRRD. MAIN SERVICE o 0 0 0 0 0 0 0 0 0 0 lOUP19V14L91 90 8SJ027 PANEL � www.RGSEnergy,com � o 0 0 0 0 0 0 0 0 0 PV MODULE 33.25 m ATTACYIMENT POINT � 48.00 in Pro�ect: i.�,P PANNETON RESpDENCE � I 9 GREENLAU✓R�B AVE � SALEM, MA OI 770 274.00 in 274.00 in UNIQUE JOB ID: I012�Ob81 I 0.75 in � Sheet Title: SITE PLAN � PV lAYOUT � SheetNumber: . Ai .O DRIVEWAY Sheet S�ze: ANSI B - I 7°' x I I " � Engineeriny Approval: GREENLAWN AVE � �- a k -i - . a tc -}- - t s rt -=j . SCALE: I" = 8' � � � STRUCTURAL NOTES: °ohN nEN�r�N6e� e<�' ��EF os��z_a< .�J ARRAY DEAD LOAD NOT TO EXCEED: 3.0 LBS/SQ FT I200F POINT LOAD UP: 200 LBS 4.50 in �4se��e�d>� 6t�oaaCeuCoe►� ROOF POWT LOAD DOWN: 484 LBS UQei�44FsaDA�►� SC�) '��' o�� REVISIONS � DESCRI�TION DATE REV , � OWGINAL 5/5/2014 A . � kL-5 kEVIEw 5/5/2014 B OQ� �� EOUP.GIIANGE 5/B/2C14 G � Go�P�g��N� G �R II � � � ZQa �. . ZX6 ��E�S @ � . Contractor: `��1/��,, . _ _ . � � _ ..,�� RGS ! ENERGY Gienn Po'aer.OnP��Suvinps. COMPOSITION ROOF n'K p SOLARMODULE RGS �IVLI\GY 833 W 50. BOULDER RD. MOUNTING METFIOD �� LOUISVILLE, CO 80027 SCALE: I" = 8" � � P 71 4 91 9 4 I 7 I I-- 4 in --I� b m �- I S in � , www.RGSEnergy.com GROUND WEEB � MODULE CLAMP PLYWOOD UNIRAG � 511EATHING SOLARMOUNT RAIL Pro�ect: PANNETON RESIDENCE ' �� UNIRAC L FOOT 19 GREENIAWN AVE � � SALEM, MA O I 970 � - � UNIQUEJ081D: 10120881 ' EGO-CP-SQ Sheet Tide: connPREssioN • MOUNTING � BRACKET ECOFASTEN GF-I RACKING METIIOD FIASIIING . - � Sheet Number: A2 .0 RAFTER . Sheet Size: AN51B - I7" x I I " S/I 6" x 4" SS LAG SCREW MW 2- I/2" TIIREAD PENETRATION Enymeermg Approyal: SEALED W/CIIEMLINK M1 (OR EQUIV.) � MOUNTING DEfAtL r� - - � � _ � SCALE: I" = 4" - � 2 in �� 4 m -�f-- 8in -� � , �^�'' ' t �*�+' �-� "�i '" �+, - ` � GESIGN AND DRAFfINC,BY: ' PROJECT DESCRIPTION � ' � , '�a,�,, '`� , ,� '�� #��'` q OFiN FIENLEY � �� Cs``�'� nS , 5 sAcer�.osiiiz-e+ TI115 7J0 kW ROOF-MOUNTED PFIOTOVOLTAIC (PV) SYSTEM IS TO BE WSTALLED AT ; �—y � ' ' g� . / ,� � . � �,bt galr `lvirch t�tu..eumfe� � TI1E PANNETON RESIDENCE AT I 9 GREENLAWN AVENUE IN SALEM, MASSACIIUSETTS. �' '"'""" '�` ^? ' ,,a,_ �;,� , `"'��40`'`' , °s' • �`"'�„� ��`k' k �"r ��T " �, ,. I h� �q�� 4 -�� a . U��uec00na � TF1E ENERGY PRODUCED BY Tt1E PV SYSTEM SFIALL BE INTERCONNECTED WITti TI1E "'1� ,' �° " � y� d 5ti"`�� , �s� � � +'�+pea 44�oL14qa4S11�lG .+�. ,.,,ty ��-1 � .F '�na. � �5 � ,.C.' , � . �,, ,�� UTILITY GRID TFiROUGFi TF1E EXISTING ELECT(ZICAL EQUIPMENT AT TFiE MAIN SERVICE `'+ �'y°' �.'^""" ��"'�9tuttSt.^�'a ��o rc *� '' . :y �c``+��z7.SS ' L., �- ��'� SCPISOLI'�I� PANEL. NO BATTERIES. � � ° w} �s-,` t��t,'� �a�t€M �� ' . - � ' ' � � �-, ' `�` ,'" iov . � `� « � � � REVISIONS �„,.w�...t'"'jc;, � Y.'' + $ � i�, ' : .� i ,,� B��'3 , � � 'a � oEscw�rioN onre re�v SHEET INDEX :.�.,,,. r�� . � � , N ��` '� � ,o� ' ,; OPJGINAL ' S/5/2014 A T I .0 COVER ! s�"' � � � ' � � � g . '' r �+�. ; �� on Si + � �s�view sisizo i a a A 1 .O SITE PLAN � PV LAYOUT . � � � 5i�� ' ' �" `� ' � ` . � d '° °`, " � enw�.cnau�e sreizo i a e , � � A2.0 MOUNTING 4 RACKING MEfY10D • S�� . "y �� " `_�- °� � � EI .0 ELECTRICAL DIAGRAM ` � � ' ,' � � 1. ,�iar,usnare a f .. � • FAcCuta!Gz�^I[r . . jL� . � 'F. `�' � ' � ` 114 x.. � y � ' Ced�rGrov�C.Eixtkteh' �; ,. . � •'�� ' � .� c� >�� .:� . " k� �� . T . � "�'�y, ; � �. 167�� $ E � . . ' "., � '. an ,� ._ GOVERNING CODES � - � � ' � ��-'`� �""� �% � � � �� ` � � ' �rn�s� � �� > �� - a. - 19 Greenlawn Ave - � m ' � 2014 NATIONAL ELECTRICAL CODE m, � ` 780 CMR, 8th EDITION ''�`"'�� ".y w `��' f+ � � . .� �yi .y'� Contractor: n UNDERWRITERS LABORATORIES (UL) STANDARDS � �i � � �!'�� a �" `' �"� �`" ' .+` ` �1+r' OSF1A 29 CFR I 91 0.269 � _ ` , ,(�i'o�':'�`' !. � s � . ". ,. . �I<a�41FYnnYt3 clprC ��p� '� .��- '`� �. "Y�t,= ��/�1�� . � h � Sa1tm�5tate un�rersit . . AF.aqihnc�ryinfjCmtri � � `�� '�� `` RG S G EN ERGY r.�`(�AiprtheastanimalSheater - � y , SITE SPECIFICATIONS �� • ...` +�`� �, ' � � " 4� ,� ��=n�POAefBf1Qh��=��__ OCCUPANCY: II - SINGIE FAMILY DWELLING � `�* � io7. '{ � * � ��myy t DESIGN WIND SPEED: I00 MPti 3 T.' �;F„_ f4, � C)� � RG5 ENERGY � EXPOSURE CATEGORY: B VICININ MAP • 833 �N 50. BOULDER RD. �RouN� sNow �oa.o: ao PSF � PROJECT LOCATION �ouisvi��e, co aooz� � P714�9194171 a MSalarn,MA vsnma . r www.RGSEnergy.com . a.�• �' �� Parcel Map . .`..: � , , n1�// a��it� :^�t ... . � �._ .r � ., � = Jl. m�ota�- � " �'� " ' r :* � '%.h9 . �� ox_o�n �/ �,y y� t. �„ ,. � � y. . Pro�ect: - / _ . .� • � ' - � PANNETON RESIDENCE t� �� '�.� . �'�,�` �>6 ��: p ,w+,"�i � � _�.. -�:.. ._.. 19 GREENLAWN AVE 2.,, �`.v,� � M�� , � . UNIQ E�OB DA�10920881 l ` �" � . \ .. Sheet T�tie: l ` � COVER ,.�� '�E �,.,w ti .� � � ,, � �-�,. � . � �'� �' _ � ;��' � - �� , ` 's �� Sheet Number. A+,„ N � � � " � TI .O � ,�� ,� . +e•�f' � �'� =°O L x.� SheetSize: � � a.� ro �' .___ . _.._ ..: . _. _ .. -.. . t"'' �, . . ,:, AN51 B — 17" x I I �� ; �� _�E�� Enyineeriny Approva�: ` µNFORFElEflENCEONLY 8ou� . NOlAIEGRL00CUMENT y waB'b�� I �..�.ri�... � a �._a�i PARCEL MAP �� AERIAL MAP � � PROPERTYID: 08_0162_0 � � � DESIGN AND D�AFTING BY CONSTRUCTION SUMMARY CONSTRUCTION NOTES ohNa eN eY � �� I .j (28) SOLARWORLD SVJ275 MONO PV MODULES, TOTAL: 7.70 kWstc. I .) ALL EQUIPMENT SFIALL BE INSTALLED IN ACCORDANCE WITti TI1E MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.) (28) ENPh1A5E M250-60-240-52x MICROINVERTERS, TOTAL: 7.00 kW AC. 2.) ALL OUTDOOR EQUIPMENT SFIALL BE RAINTIGFiT WITI1 MINIMUM NEMA-3R RATING. a�e a�ee�o>a �ocieDoaooea 3.) (52) ATiACFiMENT POINTS @ 48" O.C. MAX. . 3.) ALL LOCATIONS ARE APPROXIMATE AND 2EQUIRE FIELD VERIFICATION. Q�o�CG�ARRe� . ;,r 4.) ROOF AREA: 2,750 SQ. FT. SC��S�L�� ARRAY AREA: 520 SQ. FT. ARRAY COVERAGE: I 8.9% REVISIONS oEsc�rrioN onre rzev OPoGINAL 5/5/2014 A � kG-5 kEVIEW 552014 B . EQUI�.C1IPNGE 5)82014 C 240° � Contractor: `�\1//� JUNCTION BOX '� � 23°I PITChi � ///+```` � 33.25 '" RGS I ENERGY PV LOAD CENTEi2 3/4" EMT o 0 0 0 0 0 0 0 0 o B1ednPoief.°"a"'s'"'""'. UTILIiYMETER o 0 0 o a o a o 0 0 0 o RGS ENERGY � I 29.50 in 833 W 50. BOULDER RD. MAIN SERVICE a o 0 0 0 0 0 0 0 o LOUISVILIE, CO 80027 P 714 9194171 PANEL www.RGSEnergy.com � � o 0 0 0 0 o a o o a PV MODULE ATTACIIMENT POINT 33.25 in ' 48.00 in � Pro�ect: �,P PANNETON RESIDENCE . . I 9 GREENLAWN AVE � SALEM, MA O I 970 . . � 274.00 in 274.00 in UNIQUE JOB ID: I012088 I I OJ5 in � heet Title: SITE PLAN � � PV LAYOUT � � � . Sheet Number: A I .0 DRIVEWAY 5heet 5ae: AN51 B - I 7" x I I " . . Engineering Approval: GREENLAWN AVE � 4k +-- 8k J--- ISk -�-� � � SCALE: I" = 8' � • STRUCTURAL NOTES: esicunrrooRnnFnNcer: OhiN HENLEY �✓�7 �c�:os�naa+ �/� ARRAY DEAD LOAD NOT TO EXCEED: 3.0 LBS/SQ FT ROOF POINT LOAD UP: 200 LBS 4.50 �n C4en�Qe�d4a � Ut�e;u�Ce�sOpea ROOF POINT LOAD DOWN: 484 LBS ��AA�� S�f�ISOL/�t� � REVISIONS - . - DESCRI�TION DATE REV OPJ6INAL � 515/2014 A � . . . � . kG-S kEVIEW ' 5/5/2014 B �� Q � EOUI�.CYtANGE 5/9/2C14 C Q� GOMPpS��C��N`� 2�„ �G. � � 2 x.6 �� @ ' ' ' ' Contractor: ' ``��i/. . � � i�`'`�� RGS I ENERGY ��ea�oo..e,a..Rn,s,.,�P, COMPOSITION ROOF so�a,R nnoou�e RG5 ENERGY � B33 W 50. BOULDER RD. MOUNTWG MEi110D �� LOUISVILLE, CO 80027 SCALE I" = 8" ' , � . ` P 7I 4 9 I 9 4 I 7I I-- 4 �n �� 8 in �- I 6 in --� .. � www.R65Energy.com GROUND WEEB � MODULE GLAMP PLYWOOD UNIRAC Sf1EATt11NG SOLARMOUNT RAIL Pro�ect: . . . . . PANNETON RESIDENCE �� UNIRAC L FOOT I9 GREENiAWN AVE � � SA�EM, MA O I 970 � . . ` UNIQUE JOB ID: I OI 20881 ' � � . ' EC�-CP-`�JQ �`� SheetTitle: connPRessioN MOUNTIN6 � BRACKET • ecoFAsreN �F- i " RACKING METf10D FLA5t11NG Sheet Number: A2.0 RAFTER ' . . � - - Sheet Sae: I I � ANSI B - 1 7" x I I " 5 I 6" 4" 55 IA G SCREW / x MIN 2-I/2" TIIREAD PENETRATION EngineermgApproval: , SEALED W/GIIEMLWK M i (OR EQUIV.) � � � - � � MOUNTING DEfA1L �� . � � . . . SCALE: I" = 4" . � - � � . � 2 in �� 4 in �-- b in -_� . � � a-� Sunmodule%Plus SW Z75 mono 3,..��.�oa � � � 7UVPowercontrolleQ � �.-----�""" � �rwn�.mi.�e� Lowestmeasuringtoleranceinindustry ��— a.a0000z•''� C k' " Everycomponentistestedtomeet 3 times IEC requirements J � Designed to withstand heavy � . accumulations of snow and�ice ... J i i � OSunmodule Plus: �. Positive performance tolerance ', ' J �. 25-yearlinearperformancewarranty . and 10-year productwarranty J ; -�� Glasswithanti-reflectivecoating — --- _ , � . �4 J 1� � WOfIA-CId55qUdllty � m.im.e,acnna 'A's . .�, Fully-automated production lines and seamless monitoring of the process and material o�E :°',e,,,'","",,,;�;;�""p �' � � �..��w..ro,W.�M 0:—��,�� ensurethequalitythatthemmpanysetsasitsbenchmarkforitssitesworldwida . a �a, `"°' � � . SolarWodd Plus-Sorting �� p sAm " -Plus-Sortingguaranteeshighestsystemefficiency.SolarWoridonlydeliversmodulesthat �*� c us �• have greater than or equal to the nameplate rated powec �� TM �� u�1703 � - � E � . .,, 25yearslinearperformanceguaranteeandextensionofproductwarrantytol0years . , „� - . '�' SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of � � 25years,asignificantaddedvaluecomparedtothetwo-phasewarrantiescommoninthe industry.Inaddition,SolarWorldisofferingaproductwarranty,whichhasbeenextended . to 10 years.' � 'inacmrdancewiththeapplicable5olarWoddtimitedwarrantyatpurchase � /II'I' , wwwsolarwodd.com/warranty � . � SOLARWORLD �� solarworld.com Wetumsunlightintopower. _ r- � �� Sunmodule%Plus SW 275 mono VERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m�,NOCT,AM 1.5 - Moximumpower P USWp Moximumpowei P 205.OWp Open tirtuit voltage V� 39.4 V Open tir[uit voltage Vm 361 V Maximumpowe�pointvoltage VN 31.OV Maximumpowerpointvoltage V o 284V Short[ircuitturrent Im 9.SSA Shortcircuitmrrent Imo 775A Maxlmumpowerpointrurrent 1 0 8.94A Maximumpowerpointcunent I 7,22A 'STG 1000 W/m�,l5'G AM 15 Minor reduction in efficiency under par�ial load mnditions at 25'G at l00 W/m+,100% 1)Meamringtolerance(P,�„�traceabletoTUVR�einland:t/E%(TUVPowerContmlled�. ('/-�%IoftheSTCAficiency��000W/m��isachleved. � THERMALCHARACTERISTICS � - COMPONENTMATERIALS Cellspermodule 60 � NOCT � 46°C � � � Cell type Mono crystalline TCIy 0.06%/`C �e��dimensions 674 in x 6]d in(156 mmx 156 mm) TC�� -030%/"C Front Temperedglass(EN12150) TC7m � -0.45%/°C � Hame � Clearanodizedaluminum Operatingtempeiatwe -40°Cto85°C Weight � 4671bs(21.2kg) SYSTEM INTEGRATION PARAMETERS �X i000w/m� � �� Maximum rystem voltage SC 11 1000 V � e�W�m� . 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' + --�- ' � .. - . - ' - -,�, --_.•�__ •• -f^ - _ r • " " � � .� _ �"�: .�': � r � .. r.. . ' �, -� ;. � � . 'u==.-....- . ,- . :,�, .�,.� .e � -� �.-�..e.. s� ' ' _ . � �-� y _ � . � EcoFasten Solaro 87R859-3947 Committed to the Support o(Renewable Energy �F:,.:+ - a xi s a � a � a 3 °� ` a °3 G � � 0 - N O W O � , O � </ �O� � � � \ � � � � I+ W p V V O I4 N X O O �r O � O _I _ O i y I PI � S p i Dc / � � � � � / � V m - Z n D o <n 3 � v m m Z N N 3 Q � 7 � � O N � � � ^'- W n � X � � N � � 3 . � C _ � � y � m � N I 3 ' � � � .p �' A � {j� T A � 1 t� � ( i t�'lt,, '�'•. � - � �� .�� „ �� :, �«3� + _ �� GREENFASTEN'" PRODUCT GUIDE - GF-I ' ' Specifications i'., .�" ' k�� , �: �� .�� 4"'- PART I —GENERAL � 1.3 SUBMIT7AL B. Fasteners (may be supplied by others)to be A. Submit manufacturer's written specifcations. compatible with chosen roof application and � i � I.I SUMMARY meet s ecifed ull out values as shown in load � � G� B. Submit rtandard product cut sheets. P P e � A. WORKWCLUDES � testdata. Ig;, ��; C.. Submit installation instructions. � + 1 I. GreenFasten solar attachment bracket that D. Submit product specifc load test data,showing C. Base Flashing is.032 gauge aluminum embossed - attaches directly to the roof deck. ultimate and allowable load values. to accept EPDM bushing. 8 a° 2. Provide appropriate bracket and fasteners � for the roof s stem. D. Bushin is EPDM. t�� Y . 1.4 QUALITYASSURANCE g �,r, B. RELATED SECTIONS Installer to be expenenced in the installation of E. Stainless steel bonded washer is 302 stainless �4"A .�! I.Sedion 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. m. 2.Sedion 07500:Rooflng than 5 years in the area of the project. � � 3.Division I:Administrative and procedural 23 FINISH—Mill Finish " �" requirements I.S DEIJVERY/STOR4GE/HANDLING - A. Bracket is mill finish aluminum �" � A ;;�- 4.Division7:Thermal and Moisture Protedion Insped material upon delivery.Notify manufadurer � �� fi{� 3 �� within 24 hours of any missing or defective items.Keep B� B�e flashing (choose one) ��. s � #q i ,, 1.2 SYSTEM DESCRIPTION matenal dry,covered,and off the ground until installed. I.Mill Finish I ��i �� ;° A. COMPONENTS: ' ��{ ' (? 2.Black-kynar painted - 9 � s� � w` I. GreenFasten rystem mnsists of aluminum pqRT 2 - PRODUGTS r { �� ', a flashing with integral EPDM bushing and one . . 3.Dark Bronre-kynar painted � � � �t� i� �1� v bonded stainless steel and EPDM washer. 2 � MqNUFACTURER k + v 2 Fasteners � �� '�� ,,�,�� . ` � ` EcoFasten Solar PART 3 - EXECUTION A.To be of inetal mmpatible with aluminum 2g9 Harrel St Morrisville,VT 05661 i� t�`�E� fi �� " r GreenFarten components. (g77)g593947 3.1 EXAMINATION '�3' � .�,�,ii�� n � B.Farteners should be selected for 4*�y:, �� ;.� n www.etofastensolaccom. . A. Substrate:Inspect strudure on which bracketr �', compatibility with the roof detk { � ,R�� , v are to be installed and venfy that it will withstand si +'� , s CFastener s[rength should exceed or be equal z z_ M,qTERIALS any additional loading that it may incurred.Notify g to that of the allowable load of the s stem. ��` ��,�, � �� [F � y A. Attachment Bracket General Contractor of any defciencies before �t � 1� v See test data at www.ecofastensolaccom 6000 Series Aluminum (choose one) installing EcoFas[en Solar brackets. ' � � �' ' 3. Sealant(if required by roof manufacturer): � !� .� � �� - �£ B. Venfy that roof ng matenal has been installed � �� , � � �_ � o to be roof manufadurer approved. I. F I I I correctly prior to installing solar attachment brackets. ,,.-.F . � 4. Aluminumattachmentbracket 2. L-101-3" e � '� � 3. L-102-3" �r r�' �t- ,.�°�., � 4. CP-R 31 INSTALL4TION ,r , B. DESIGN REQUIREMENTS: q, Com I with architec[ural drawin s and ��,�� F�„ �� N I. Bracket spacing to be recommended by _ 5. CP-SQ P Y g n °J 6. SL-102-6" project.engineer's recommendations for location ` j. � project engineer. of s stem.Com I with Manufadurers written � a � m 2. Install a minimum of one fastener assembly. Z Z-101 installation instrPctions for installation and layout. � �.� � �' . , :r; � 3. It is important to design new strudures or 8� Custom �` �� ,�,, '� o assess exirting struRures to make sure that � they can withstand retained loads. ��fS�� . i yxiF � I t ll . * t� i �� p f ±� w ! � OO EmFazren 5olar�AlI mnrent D��ed under mpyrighc AlI righ6 reserved 02/�b/l l $eC.S-I � l �° `� { h :�. . �..� � '�! . . ' ' � ��»�� i,�� GREENFASTEN'" PRODUCT GUIDE — GF-I ,�E American Wood Council Lag Bolt Pull-Out�alues # i� ` ' � � Y i �yJ� � �� {$� t Y� r,'� 1 I '�� t� � f�`�rC �� Et�{ Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) � 1 at: i {t�T e':� ' `i d Lag screw speci fimtions i�� Specific 5/Ib"shaft• �+" •� �'G � �� r . Graviry �"��'j�� w}�.I�1'� ,, perinchthreaddepth � � ��M� �r � ��,. v Douglas Fir,Larch .50 266� 'k � ' ''� '• � Douglas Fir,South 46 235 �-".� 4 ..i.. a . Engelmann Spruce,lodgepole Pine .46 235 � �'�� ' �� (MSR 1650 f&hlgher) ��,� � '� � Hem,Fir,Redwod (dose grain) .43 212 ,� ,ha�t, � r :�� y�� q � � a Hem,Fir(North) .46 235 � ;`�� F`r?�� '�� y-'�� y � Southern Pine .55 307 Dee� Spruce,Pine,Fir .42 � 205 � , � . i o �� v Spruce,Pine,Fir 50 266 r ' ' E (E of 2 million PSI and hlgher �:,, �f t� � � grades of MSR and MEL) ' � � ! P '�, �'�.r,�� , , * P r:. � �, � m � � i: � ; ! � � ' �[i 'ftar';y .y'��' o . . � �y�i'� � N . 1z1� . : '. C � . ��'�� i�e . r A . +ja LL CSA '' W '-'� \4 !� �i SF � �O EcoFanen SalaA All mnrent pmtetted under copyri�n�ai nghrs rese.�ed 02/I6l1I � Sec.b-I t ! . _ . , . . . • . . . . . ::�UNIRAC� A HIIL GNOUf COMFANY SolarMount Technical Datasheet Pub 110878-itd V7.0 August 2071 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp..........................................................................................................:.........2 SolarMount Beam Connection Hardware......................................................................3 �-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom Nut �h'd� alloys: 6005-T5,6105-T5, 6061-T6 Up Clip , �o i � Ultimate tensile: 38ksi,Yield: 35 ksi 1 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 acwrding to authorized � � UNIRAC documents ' • 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 t • 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 • Modu�e 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, � j Ibs(N) Ibs(N) � FS Ibs(N) m �, �� i�' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 � .��.._ �.. Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 I._�X Q ^�_�� Sliding,Zt 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless nated a � • � • • . . . . :E�U N I RAC 0 NIQIGFOOV(OMN6NY SolarMount Mid Clamp Part No.302107C,302701D,302103C,302104D, 302105D,302106D �1^, rra Bolt • Mid clamp material: One of the following extruded aluminum Mid� la e Nu alloys: 6005-T5, 6105-T5,6061-T6 Ciemp • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized �, • Mid clamp weight: 0.050 Ibs(23g) I • Allowable and design loads are valid when components are - , assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/:'-20 T-bolt and one Y:'-20 � ASTM F594 serrated Flange nut Beam • Use anti-seize and tigliten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to paR 1 section 9 of the 2005 Aluminum Design Manual and third- _ _ party test results from an IAS accredited laboratory � Applied Load Average Allowable Safety Design Resistance �moisrnnQ--�w� Direction Ultimate Load Factor, Load Factor, eLT'Ren neauLLs � Y � — Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 227 1348(5994) 0.667 �, . . Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 � , Sliding,Xt 1194(5312) 490(2179) 2.44 741 (3295) 0.620 !-►x Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, . � � 3o20osC,3020090,3020toC,3o2o71c,3o2012C • End clamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 '� olf � Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or DarkAnodized J/ End clamp weight:varies based on height: -0.058 Ibs (26g) Y fr dri Clamp • Allowable and design loads are valid when components are � Serrated assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacily of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac X"-20 T-bolt and one Y."-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test resulfs from an IAS accredited laboratory � • Modules must be installed at least 1.5 in from either end of a beam �►x �_ �s i Applied Load Average Allowable Safety Design Resistance .___j�_NOf�. � Direction Ultimate Load Pactor, � Loads Factor, . �� ! �-i Ibs(N) Ibs(N) FS Ibs(N) m �+� ( � Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 �aou� '"`�`4 Trensverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding.Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specifi-eA=in-inches.unless-neled � • � • • . . . . :e�U N I RAC n Hi�ri c,eoun connenrvr SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:—0.215 Ibs(98g) � � • Allowable and design loads are valid when components are� I 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'/;'-16 hex head screw and one errated ASTM F594'/a"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 laboretory ► NOTE: Loads are given for the L•Foot to beam connection only; be ��X ' sure to check load limits for standoff, lag screw,or other —�-� attachment method �,0, Applied Load Averege Safety Design Resistance x�yorwa � Direction Ultimate Allowable Load Factor, Load Factor, ��`�� Ibs(N) Ibs(N) FS Ibs(N) m '� Slidin Z± 1766 7856 755 3356 2.34 1141 5077 0.646 . i :.oi •-k 9, � ) � ) ( ) Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 7325(5893) 2.46 2004(8913) 0.615 Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 � � • � • • - . • . . :.UNIRAC� F NILiI f.ftppC COMI'�NV SolarMount Beams Part No.310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-6;310240C, 310240C-B, 310240D, 410144M,410168M,410204M,410240M PropeRies Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 � 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-FUcis) in' 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Ncis) � in° 0.464 1.450 Moment of Inertia(Y-Axis) in° 0.044 0.267 � Radius of Gyration(X-Axis) � in � 0289 . 1.170 Radius of Gyration(Y-lUcis) in 0254 0.502 ..t� i ;� � t .�a s �' s 4°e : r t ..r :£�`X� '�F;**,s r. _,�s. � .ti�+�. ,�, t SLOT FOR T-BOLT OR 1.728� 1 SLOT FOR T-BOIT OR �"HIX HEAD SCREW 1/a^HEX HEAD SCREW 2X$LOT�FOR SLOT FOR BOTTOM CLIP � BOi70M CLIP � T 3.000 1 1316 � SLOT FOR . 3�8" HEX BOLT � SLOT FOR 1385 I 3�" HEX BOLT 1 1 387� 1L 750 1.zo7 �, � �, 1.875 ♦ � '—.►X �-�-►X SolarMount Beam SolarMount HD Beam Dimansions specified in inches unless noted a � � 11/, =� = RGS I ENERGY '//11`` Ciean Power.Bright Savings. May 13,2014 City of Salem Building Department 120 Washington Street,3�d Floor Salem,Iv1A 01970 Hello, I have enclosed a building permit applicaHon, 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 use the enclosed seif-addressed stamped envelope to send to us. Thank you and let me know if you need anything else, �� Kim Hendel ' Operarions Specialist � RGS Energy 32 Taugwonk Spur Road,Al2 Stonington CT 06378 � � Ph 860-535-3370 Fax 413-683-2225 �. kimberlv.hendelQRGSenergy.com . - . 32 "Caugwonk Spur,Al2,SConington, CT 06373 I CcI. 8G0.535.3370 I fax 413.683.2225 I RGSEnergy.com - � � � � �