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63 VALLEY ST - BUILDING INSPECTION (2) �P.�- � �i - � S GK �r �f u q $2l 5� g� The Commonwealth of Massachusetts RE E'�YE'� � ;� Board of Building Regulatioos and Standards ��SPEC:TIO AL $ER�/I�E'S u MassachuseCts Statc Building Code, 780 CMR / SALEM mp� nV 1 �v�d�ru,i�o�1 � Building Permit Application To Construct, Repa�r,Renovate Or DefiY�h��R U One- or Two-Family Dwelling ^ � This Section For Official Use Onl �� Building Permit Number. Date ptied: � Building Official(Print Naine) Signature ��/` --�. SECTION 1: SITE INFORMATION . !_ ' 1.1 Property Address: 63 Valley Street 1.2 Assessors Map& Parccl Numbers 0560 . � � 15 �� l.l a Is this an accepted street?yes X no Map Number Parcel Number M 1.3 Zoning InformaAon: 1.4 Property Dimensions: v� R1 residence-no change Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(f[) n/a Front Yard Side Yards Rcar Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ � Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP� � 2.1 Owner�of Record: - Stephanie Doucette Salem, MA 01970 Name(PrinQ City,State,ZIP - 63 Valley Street 508-826-0844 sjcesg@gmail.com � No,and Stree� Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKz(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) O Alteration(s) ❑ Addition ❑ Demolition O AccessoryBldg. O NumberofUnits Other [J Specify: solar �rief Derscription of Proposed Wor1c2: 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 E�timated Costx: O�cial Use Only I,abor and Materials 1, Q�iilAin� $ 6,000 �. Building Aermit Fee: $ Indicate how fee is determined: 3, �leefrical S 24,000 �Standard Ciry/Town Application Fee �Total Project Cost'Qtem 6)x mulfiplier x 3, ('lumbin� S 2. Other Fees: $ b, M�eHenlcn� p•Ivn�) $ Lisr: �, A��eh�i�i6al (I�Ir� � �ti r��siAi� Total All Fces: $ 30,000 �heck No. Check Amoun[: Cash Amount: �'�p��! ��p��E�A��' � O Paid in Pull ❑Outstanding Balance Due: SE►v-r t 2�z., SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor Licensc(CSL) , 101487 11/7/1� Gary Beals License Number Expiration Date Name of CSL Holdcr � List CSL Type(see below) � 61 Turnpike Road No.and Street Type Description . U Unrestricted Buildin s u to 35,000 cu. It.) Ashby, MA 01431 R Restricted I&2 Famil Dwellin . Cit own,State,ZIP M Mason RC Roofin Coverin WS WindowandSidin SF Solid Fuel Buming Applianccs 9�8- 5-8568 gary.beals@rgsenergy.com I lnsulation 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 HIC Registran[Name � 32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com No.and Street Email address Stonington, CT 06378 860-535-3370 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 affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit At[ached? Yes .......... [� No........... ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN ' OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT . I,as Owner of the subjec[property,hereby au[horize Alteris Renewables dba RGS Energy � ' [o ac[on my behalf,in all ma[ters relative to work authorized by this building pertnit application. see signed authorization form attached � $ � Print OwnePs Name(Elec[ronic Signature) Date SECTION 76:OWNER� OR AUTHORIZED AGENT DECLARATION By en[ering my name below,I hereby attest under[he pains and penalties of perjury that all of the information containe in this application is[rue and aceurate to the best of my knowledge and understanding. - a�'�--� ( Q 1 � Print Owner's or Aulhorized Agenfs Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered wntractor (not registered in[he Home Improvement Contractor(HIC)Program),will�:o[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.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps . 2, When subs[antial work is planned,provide the information below: Total floor area(sq. ft.) (inciuding garage,finished basement/attics,decks or poroh) Gross living area(sq. ft,) Habitable room coun[ Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Typc of hcating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Squarc Footage"mey be substituted for"Total Project CosP' � \�/, � =� = RGS I ENERGY ��i,�� dean Powec Nrlgnt 5nvinps. ' - r Property Owner Consent Form Owner: Stephc�.v,�e �u.e,c,it-c. l �rhe�� o Address: �� a ll cu S�t Town: ` 5' c,lcw, State: M� Zip: b 1 a10 Phone: �'b5f - �fa-(o - D�S�� I hereby give permission to RGS Energy and their representatives to pull the required pe.rmits for a solar installation on my property. 9 p�_ Proper Owner � Date J3'fiiliputitnkS�iW.N2.91unlnµlun.C'1'IKr)7tl ( icI.WA1.535,3J7p � I'os41i.(�R}.2225 I RtitiLnc�ga .om ' 6 � �� ' � � � d � � � � ; � � � � � � � � _ �� " ap� a � � p N �44 �rii{ n�p 51 tG p t . r C7 ''iiM j cn � N . C � � ��} � $ j d 3 1 < � 'F � `� ` � m ` ' S � , r ,n • � �S ��i� � -�" a � � � Y � � �� .C,... .�:, -..� . � T � �� a { � �� •t i � ' -�'�; . ; � .� ,� � �_ e � �,�=, '�' ' ; ,� � � c � � � � � ...�.,g�«�- H. R . f n�q ` a . -o�'E I� . . y.07 o�s'� �� C!? S Sy�V}7'I 3S,� O � , s ��D� N�_ � . I , � y P t!t f N mN wa.. . � � `'� 0 .�+, 1 8 �s 1•� � a w�.` A7p . t � �v t m� �M �� TG ' zrn ..a (/� rtYn - � : iR�. � ..,Y,�.. . ;;.. 7 i ' ' " f, �; �� 'I1/�7l2014 Details . The Qifiriaf�7ebsrze ot"he Ezecutive Otfioe o+Pu6Gc Safety and Seconty!EOPSSI Mass.Gov Nome State P.gencies' . " ensee Details �emographic Information Fuli Name: GARY A BEALS Gender: er Name: �cense ress n orma ion ddress: ddress 2: City: ASHBY State: MA ipcode: 01431 o nt : U 'ted taCes icense n orma ion License No: CS-101487 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 11/14/2014 ssue Date: E�cpiration Date: 11r1/2016 License Status: Adive Today's Date: 17/17/2014 econdary License: Doing Business As: atus Chan e: i se Renewa rerequisi e n orma ion No Prere uisite Information isc�p ine No Disa line Information ocumen um Close Window O 2011 Commonweakh of Massachusetts Site Policies Contact Us I http:l/elicerse.chsstatemausNerificatioND�ails.aspx'?�ency_id=181icense i�2904208 1M '� �' _ , � � . ,/,/ -�� po��ir�oa�:cUcscr�� :; C�i'UGail�C�r�.��r�r,�l� Office of Consumer Aftairs�and Busmess Regulation �� 10 Parlc Plaza - Suite 5170 . — Boston, Massaclausetts 02116 ► Home Improvement�Contractor Registration _ l_��, Registralion: 162709 � � '=_` � � Type: SupplementCard � :'� �"'�"_ . Exqiretion: 4/6I2015 ALTERIS RENEWABLES INC. a� TRAVIS GENATOSSIO � 26 MYLES STANDISH DR �� , � „ . CARVER, Ma`02330 �___ ��. " , 'x, .�+,-.�, Upda[e Address and remrn card.Mark reason for change. scn i u"� 2pM�05/I1 �J � Address � Renewal � Employment � Lost Card 1 q (y'"�r,1�r�mu�PMOMO�/�r�n/fr�,UbP�r�lf/O ', � ��\ )I'Pce of ConYunmr Aliairs&Rnsinrxp Itrgulnlinn License or regislretion vnlid[or individul use only .^�ME IMPROVBMENT CONTRACTOR before tlie expiration dntc. lf found return to: Office oilConsumer Affnirs and Business Regulation � � egistratlon: 162705:. Type 10 Park�Ylaza-Suitc 5170 . . t,T Explration: q�5�p015�� Supplement ;ard - [tuslon,'MA02I16 ALTERIS RENEWABLES INC. �.� � � TR4VIS GENATOSSIO - i . 32 TAUGWONK SPUR At2 �6--�'�-- STONINGTON,e[OG378 Undersecremry Not velid without signature � I / , � DATE(MMIDDIYVYY) '�� CERTIFICATE OF LIABILITY INSURANCE vv2oi5 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 AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOIDER. IMPORTANT: If the certificate holder is an ADDITIONAI INSUREO, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the lerms and conditions of the policy,certain policies may require an.endorsemenl. A statement on this certificate does not confer rights to the certifiwte holder in lieu of such endorsement(s). PRODIILER Locklon Companies,LLC Denvcr � r�iareep�T 8110 E.Union Avenue PHONE ac No: Suile 700 E-MAIL Denver CO R0237 ADDRESS: (303)414-6000 INSURERS AFFORDINGCOVERAGE NAICN INSURERA:FIISLS ecial InsuranceCo oration 34916 MSORED p�terisRenewables,It1C. INSURERB: L C ' IC �c 1344665 dba Real Goods Solar �r+suneR c:Ja 'ver Insuranc m an I 2203 dba RGS Encrgy ir�suneR o:Stazr[ndemni &Liabili Com an 38318 32 Taugwonk Spur,Unit A 12 INSIIRER E: Stoningtoq CT 06378 INSURER F: COVERAGES R�AGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAV PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE 6EEN REDUCED BY PAID CLAIMS. INSR rypEOFINSUftANCE AOD SUBA POLICYEFF POLICVEXP ��MITS . LTR INSR POIICYNUMBER MMIDO/YYYV MMIDD A GENErsaLLIAeILm N N IRG200052801 I/i/2014 I/1@OIS E U RENCE DAMAGETO RENTED � X MMERCIAL GENERA BILITV PREMISES(Ea occurtence) $ SO OOO CWMSMA�E �OCCUR MEDE%P M one erson S CXXXX PERSONPl8A0VINJURY S ��OOO�OOO GENEWILAGGREGHTE $ Z OOO O GEN'LAGGREGATELIMRAPPLIESPER_ PRO�UCTS-COMP/OPAGG $ 2 OOO POLICV X �Eo- LOC S � p AUTOMoeIlEL1ABILm N N BAP5852403 1/I/2014 1/1/2015 (Eeaccieenp 8 �Q� X ANVAUTO ' BODILVINJURV(Perperson) $ X ALLOWNED SCHEDULED BO�ILYINJURY Peractitlenl $ X AUTOS X NOTN-OWNED � PROPERTVDAMAGE g XXXXXXX HIREDAUTOS AUTOS $ XXXXXXX C X UMBRELLALIAB X OCCUR N N 000557241 1/U2014 1/I/2015 EACHOCGURRENCE S �OOOOOOO � Jt EXCESSLJAB CU+IMSMAOE 1000020609 1/U2�14 I/I/20I5 pGGREGATE 8 Q Q OED RETEMIONE g X B WORKERSCOMFENSAl10N r/N N �yC585240$ I/I/2014 1/1/2�I5 X ORVLIMIT �ER AND EMPLOYERS'IIABILITY � ANYPROPRIETOR/PARTNERIEXEQRIVE N�p � ELEACHACCIDENT S � OFFICEWMEMBERE%CLUDEDT ❑N (MyanEMory In NH) E.L.DISEASE-EA EMPLOYEE $ � OOO OOO DESCRIPrIONOFOPERATIONSbelow E.LDISEASE-POLICVLIMIT $ OOO DESCRIP710N OF OPERATION51lOCATIONB/VENICLE9 (Attech ACORD 101,AEAitlonal Remarks SeheCule,If more speee ia requlred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLEU BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 12888213 AUTHORIZED REPRESENTATIVE For Evidence Only C ar�e l� � �../ 00 7ho ACORD name nnd laeo ero reB��erotl merMe oIACORD c 1 8B•2070 ACORD CORP TION.All rights reserved � The Commonwealth ofMassachusetts Department oflndustrialAccidents Office of Investigations 600 Wasliington Street - Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Af£►davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeiblv N&ttl0(Business/Organization/Individual): Al�efls REf12W2b12S Inc. dba RGS Enerqy Address: 32 Tauqwonk Spur Unit A-12 City/State/Zip: Stonin tcLon CT 06378 Phone#: (860) 535-3370 Are you an employer?Check the appropriate box: Type of project(required): � 1.Q I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction - employees(full and/or part-time).• have hired the sub-contrac[ors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. X �� ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Dcmolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corpora[ion and its required.] officers have ezercised their �0.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL ll.❑ Plumbing repairs or additions � myscl£ [No workers'comp. a 152, §I(4),and we have no �Z,� Roof rcpairs insurance required.] t employees. [No workers' ]3.❑x Other solar panels comp. insurance required.] *Any applican[that checks box#I must also fill out[he scetion bclow showing thcir workcrs'compensation policy infortnation. t Homwwncrs who submit this affidavit indicating thcy are doing all work and[hen hire outsidecontractors must submit a new affidavit indicating such. 2Contractors lhat chcek this box must attachcd an addilional shect showing[hc namc of thc sub-con[acmrs and thcir workcrs'comp,policy infonna[ion. I am an emp(oyer that is providing workers'rompensation insurance for my emp[oyees. BeAow is the policy and job site informatinn. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Sitc Address: 63 Valley Street City/State/Zip: Salem, MA 01970 Attach a copy of[he�workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Seetion 25A of MGL c. 152 can lead to the imposition of crimival penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fonvarded to the Office of � � Investigations of the DIA for insurance coverage verification. 1 do hereby certif1j unde the p//ains and penalties ofperjury that the information provided above is true and correct. Sienature: �.�'— —f Date: �II17S I1� f � Phone#: (860) 535-3370 Offcia[use only. Do not write in this area,[o be camp[eted by ciry or town o�cia/. . City or Town: PermidLicense# Issuing Authority(circle onc): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Pcrson: Phone#: � - � October 8, 2014 To: Code Enforcement Division , From: James A. Ma�, Jr. P.E. Re: Engineer Statement for Cornelio Residence, 63 Valley St., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main East Roof ] (one layer shingles): 2" x 6"rafters at ]6" c-c, having roof slope distance 14'-8", pitch 26 deg.; Main South Roof 2 (one layer shingles): 2" x 6" rafters at 16" o-c, having roof slope distance 10'-1", pitch 26 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-]oading requirements of the Massachusetts building code— 780 CMR Residential Code 8th Ed. For the installation of the solar mounting, the Unirac Solarmount rails with Eco-Fasten Green-Fasten and CP-SQ Bracket with supports at 32" max. spacing and securely fastened with 5/16" dia. x 3 %z" SS lag bolts as shown orr drawing PV-A03. All attachments are staggered amongst the framing members. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40psf. 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. U�1 Sincerely, ��F M�sti `�c�� a�% . �� ° �nMFsn.n�nax,.in. ,�� _� z � o c�vn_ � No.�a:�cc� ,r James A. Mazx, Jr. y, T��,��<<��°�� Professional Engineer "`Tti,�� °� � MA 36365 �Pp�� Jo/B /y. ]0 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy October 8, 2014 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Cornelio Residence, 63 Valley St., Salem, MA - Solaz Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main East Roof 1 (one layer shingles): 2"x 6" rafters at 16" o-q having roof slope distance 14'-8", pitch 26 deg.; Main South Roof 2 (one layer shingles): 2" x 6" rafters at 16" o-c, having roof slope distance 10'-1", pitch 26 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 with Eco-Fasten Green-Fasten and CP-SQ Bracket with supports at 32" max. spacing and securely fastened with 5/16" dia. x 3 %2" SS lag bolts as shown on drawing PV-A03. All attachments are staggered amongst the framing members. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40psf. 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 cer[ify this design to be structurally adequate. �AA�J� Sincerely, t`\�F Mni 5q� c `S�FS ti�, ,� ° .inMesn Mnax,.�µ �� s �, o c�vn_ �' No.:ttiss5 _ � James A. Manc, Jr. }, T�, ST�tzF°\�- Professional Engineer. ��ssioNn��`�� MA 36365 ��ye-a�� /�iy 1:0 High Mountain Road Ringwood, NJ 07456 cc; RGS Energy �� rae�oons�ttucnaN �e\1/sr �� Grid-Tied Photovoltaic System RGs DC Rating: 6.600 kW - ENERGY Cornelio, Stefano `�ei'`�"�` �`".��.`"�'� 63 V8112y Stfe2t • 3sto�g��o�k oc3�s2 Salem, MA 01970 Phone(SfiO)535-3370 Fax�413�683-2225 Jurisdiction: City of Salem GRID-TIED PHOTOVOLTAIC SYSTEM 6.600kW DC�STC Scope of Work: General Notes: Sheet List CORNELIO, STEFANO RGS Energy shall install a 6.600 kW Grid-tied Photovoltaic("PV'� System 1. System follows any/all Fire Code Setbacks per Ordinances of the Ciry Sheet No. Sheet Title 63 VALLEY STREET totaling(24) Solarworld Plus SW 275 Mono Black Modules with(24) Enphase Of Salem. PV-000 COVER SALEM, MA 01970 Energy M250-GO-2LL-S22 Micro- InveAer(s). The Modules shall be flush 2. All projects will comply with the Ordinances of the City of Salem. Projed# 10214956 mounted on the asphalUcomp. shingle roof and interconnected via load side 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, PV-A01 SITE PLAN Eduardo Gurrola breaker connection . No time on Sunday or legal Holidays. OESi°"`" 4. Produd Data Sheets shall be induded. PV-A02 MODULE LAYOUT a�„�a: MLM EC�Ulp�ll@Ilt Sp@CIfIC8t1011S: 5. RooRop penetrations shall be completed and sealed percode by a PV-A03 DETAILS �ERsb�w*E 2014-10.09 licensed contrador. Module: (24)Solanvorld Plus SW 275 Mono Black 6. All Photovoltaic modules shall be tested and listed by a recognized PV-A04 MATERIALS REV�SIONS Inverter 1: (24) Enphase Energy M250-60-2LL-S22 laboratory. Racking: UniRac SolarMount PV-E07 ELECTRICAL DIAGRAM tt ey Date Notes 7. Certifirations shall include UL1703, IEC61646, IEC61730. Attachment Flashing: Eco-Fasten Green-Fasten with g. A continuous ground shall be provided for the Array and for all PV-E02 SYSTEM CALCS � CP-SQ-Slotted Bracket and Aluminum Flashing Photovoltaic Equipment. z 9. DC Wring shall be run in metal conduit or raceways within enclosed PV-G01 SIGNAGE 3 spaces in a building. Roof Specifications: �o. co�d��c, Wire systems and Raceways shall be located as close as a g Roof 1: Roof 2: possible to ridges, hips, and outside walls. a 11. Conduit between Sub Arrays and to DC Combiners/Disconnecls shall o AsphalUComp. Shingle Asphalt/Comp. Shingle (Single Layer) (Single Layer) use guidelines that minimize the total amount of conduit by taking the 2"x 6"Rafters @ 16" 2"x 6" Rafters @ shortest path. O.C. 16"O.C. 12. Space Requirements for electrical equipment shall comply with NEC Pitch: 26° � Azimuth: 247° Pitch: 26° � Azimuth: 157° Article 110. Array Size: 20 Modules Array Size: 4 Modules 13. Equipment grounding shall be sized in accordance with Table 250.122. 8 $It@ $p2CIfIC8t10f1S: 14. Connectors that are not readily accessible and that are used in the C Occupancy: II circuits operating at or over 30V AC or DC shall require a tool for x opening and are required to be marked"Do not disconnect under g Design Wind Speed: 100 MPH Exposure Category: 8 load"or"Not for current interrupting", per 690.33(c)& (e). m Mean Roof Height: 25 H 15. All signage to be placed in accordance with loca�building code. 9 Ground Snow Load: 40 PSF 16. Signs or Diredories shall be ariached to the electrical equipment or I � located adjacent to the identified equipment. � Adj. Roof Snow Load: 30.8 PSF s-.,.z� -. .y . 17. Signs should be of su�cient durebility to withstand the environment. �, �� E ,� K e � �^.z.� a18. An la ues shall be metal or lastic with en raved or machine r ' �``` } ��_ �,,,{{{' � All Work to be in Compliance with: Y P 4 P 9 �r,,�/ � t �A „� J � 2014 National Electrical Code(NEC) printed leflers, or eledro-plating, in a red background with white �"'<..,,.�,�„ �' i �♦, .a o y �� + 2009 International Residential Code (IRC) lettering, a minimum of 3/8"height and aIl capital letters. � .,y.. _� �,b` '"� 4�t4,.;r��r � 7 � "� ��' ) r� � }� r. 2009 Intemational Building Code (IBC) r' � � ,,{ �° 2012 Intemational Fire Code(IFC) �`� � �r J„��.��~ �• �'� a�+,'� w � � 2012 Unifortn Mechanical Code UMC) � ' � .ayr��'`a� '� `'a" ` r se'h a 2012 Uniform Plumbing Code(UPC) ;��r. "' ' �': ,�"'F'��`�t i�"'*��`y�.�+�� € '1. "' r.-�;� -r-.✓.�'.. ��';_I�tQ'si MA 780 CMR, Sth Edition , � �, y 4� �� , � -including 2/4/11 revisions to Tables R301.2(4)&R3012(5) e�^-,,.a�'""r�i+' � �`'� � �{�f � f#� y x;,g t+ `"` Not to Scale ASCE/ANSI 7-OS Minimum Design Loads for Buildings and Other `;• , �ft' , �� r = �� ;� ��4 �� structures c, .�.�,.' • ^§� �, G.,,," � �}r;:, COVER As amended and adopted by City of Salem � •'+..1 " , -�^..�k.t� , r-j T �y '� � � 1 •� ti•„��..' � � �: '� ' p 4� �.I (�, ��r§t � "f +w��, �a "�w "�:��'�. .._ A�:.c• ��a._��. �: PV-000 FOR CONSTRUCTION ��,��i� i�/�,�C RGS � - ENERGY �,..;�,,,��.�, a,��,.�i��9s. 32 Taugwonk Spur,Al2 - • Sronginton,CT 06378 /� ' Phone(860)5353370 � \ Fax�413)683-2225 / / GRID-TIED PHOTOVOLTAIC SYSTEM Equipment Located on Exterior Wall: � \ 6.600kW DC�STC (E) Utility Meter � , CORNELIO, STEFANO Equipment Located on Basement Wall: �� (E) Main Service Panel- P.O.I. \ 63 VALIEY STREET (N) PV Production Meter- Enphase RGM � SALEM, MA 0�970 (N) PV Production Monitor- Enphase Envoy � Project# 10214956 (N) PV AC Combiner Sub-Panel / / � (E) Property Line Df31GNER ECIUB�dO GUITOIH R��R: MLM � �E�ro��*E. 2014-10-09 �a \ REVISIONS 0 � � � d � �° \ # BY Date Notes e ,a . � 2 � (N)PV Array on Roof 2: ' 4 Solarworid Plus SW 275 Mono 81ack Modules \ < � \ 4 Enphase Energy M250.60-2LL-S22 Micro-Inverters � 5 AsphalUComp. Shingle Q (E) Driveway 2"X 6"Rafters @ 16"O.C. \ Pitch26° Azimuth:157° . / G \ � d� i � � 8 N� \ 4a 4 / . x r a. � 0 � Q m m d ' / � V . LL a , a � � (E) Single Family Dwelling h / a m (N)PV Array on Roof L• (E) Dnveway s 20 Solarworld Plus SW 275 Mono Bfack Modules , 20 Enphase Energy M250-60-2LL-S22 Micralnverters j AsphalUComp. Shingle Roof ! 2"X 6"Rafters @ 16"O.C. '�'� 1/16"= 1'-0" � Pitch:26° ,4zimutn2a�° x SITE PLAN W E s PV—A01 FOR CONSTRUCTION `sUI/� PV ARRAY 1 -MECHANICAL LOADS ��1`�� Array Area: 370.1 ft' Total Photovoltaic Dead Load: 3.32 psf 45'-9" RGS Array Weight: �ZZg.g Ibs A�9. Dead Load per Anchor: z0.5 Ibs � - E N E RGY Anchoraty.: gp 5�_�� 37, 3�_8.� c;F.,:��.:.�,.:,.a��.��s..�,��:. 1' 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Comer Egde Interior , . stonginton,CT 06378 Max. UniRacRailSpan: N/A 60in. O.C. 60in. O.C. ----- ----- _____ Phone(a6o�535-3370 ------ ----- ----- ------ ----- ----- ------ ----- ......................... .......................... ......................... Fax(413)683-2225 Max. UniRac Rail Cantilever: N!A 20 in. O.C. 20 in. O.C. Adjusted Anchor Span: N/A 32 in. O.C. 32 in. O C GRID-TIED Downforce Poini Load: N/A 253.0 Ibs 253.0 Ibs PHOTOVOLTAIC SYSTEM ----- ----- ------ ----- ----- ------ ----- ----- ------ — ---- ----- p i t oint Loa : N/A -154.6 Ibs -96.7 Ibs 6.600kW DC @ STC Minimum Anchor Strength: 707 Ibs 11'-1" Average Safety Fador: g qg '14'-8" CORNELIO, STEFANO ----- ----- ----- ----- ----- ------------ ----- ----- 63 VALLEY STREET PV ARRAY 2-MECHANICAL LOADS SALEM, MA 01970 Arcay Area: 74.0 ft' Total Photovoltaic Dead Load: 3.32 psf Project# 10214956 Array Weight: z45.71bs Avg. Dead Load perAnchor: p0.51bs ----- ----- ----- ----- ----- ------------ ----- — —"— oEs��hER. uar o urroa AnchorQty.: qy R��R: MLM Design Values by Roof Zone: Comer Egde Interior 2'-7" �F��o��*E 2014-10.09 Max. UniRac Rail Span: 60 in. O:C. 60 in,O.C, 60 in. O:C; REVISIONS Max. UniRac Rail Cantllever 20�n. O.0 20 in O C 20 in O.C. 10' 20'-1" � Adjusted Anchor Span: 32 in.O.C. 32 in.O.C. 32 in. O_C: 15�_�� 24'-1" # Y �ate Notes Downforce Point Load: 253.0 Ibs 253.0 Ibs 253.0 Ibs Uplift Point Load: _247.7 Ibs -154.6 Ibs -96.71bs � ROOF 1 � 2 Minimum Anchor Strength: 707 Ibs 1 3 Average Safety Factor. 5.66 '� Z a � Equipment Specifications: y 5 n Module: (24) Solarworld Plus SW 2�5 Mono Black �' Inverter 1: (24) Enphase Energy M250.60-2LL-S22 Racking: UniRac SolarMount Attachment Fiashing: Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing 25'-10" = Roof Specifications �' � � Roof 1: Roof 2: 11'-5" �3'-5" I x AsphalUComp. Shingle Asphalt/Comp. Shingle g (Single Layer) (Single Layer) � m 2"x 6" Rafters @ 16" 2"x 6" Rafters @ a ----- ------------ ----- � O.C. 16"O.C. m Pitch: 26° � Azimuth: 247° Pitch: 26° � Azimuth: 157° 5'-6" '� Array Size: 20 Modules Array Size: 4 Modules < ----- ------------ ----- �p�_�� UniRac SolarMount Mounting Notes: • Total Quantity of Attachments=72 g�_�� • Roof Zones are defined by dimension, a=3.0 ft. s • Maximum Allowable Cantilever for UniRac Rail is Ys the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SSs 16'-10" �' • Ail Dimensions shown are to module edges, including 'I in. Spacing between Modules required when using the '°'� 3/16"= 1'-0" Top Clamp Method. R��F 2 • The SolarMount Rails will extend 2-�/2 in. beyond the Module Edge in order to support the End Clamps. L N MODULE LAYOUT • UniRac requires one thermal expansion gap(6 in.)for continuous sedions of rail greater than 40' in length . Array Installed according to the UniRac SolarMount Code-Compliant Installation Manual ver. 227.3, Pub R• 110616-1 cc, June 2011 • Attachment Locations, If shown, are approximate. Finai adjustment of attachment location may be necessary � PV-A02 depending on field conditions. All attachments are staggered amongst the framing members. s � FOR CONSTRUCTION `�`+I�� Ground WEEB 8 ��1��` Module Clamp RGS � • Unirac Solarmount E N E RGY o g�acK Rail w/L-foot a�.,,r��:,.e�,,�s",;,. �SMo� �2 Eco-Fasten az raugwonk spur,niz P��SS Sh��g�e / Green-FastenWithCP-SQ-Slotted scongincon,CT0637S Phone(860�535-3370 \�GoMp• Module(TYP.) —_._,.. Bracket And Aluminum Flashing Fax(413)683-2225 � PsP�a 8t5 @�6 0 C Rooftop � 9 5/16"x 3.5"S.S. La Bolt GRID-TIED Ftah w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM 2 X6 �G� Sealed w/Approved Sealant ��6 6.600kW DC�STC ,Ra�e�s CORNELIO, STEFANO 2 X6 63 VALLEY STREET SALEM, MA 01970 Project# 102'14956 � Attachment Profile � Attachment Detail o��ER EduardoGurrola 1 Scale: 3/4" = 1'-0" L Scale: i" = 1'-0" A��R MLM �RaioN anre. 2014-10-�9 20"Max �.z2 in. REVISIONS Roof Framing PV Module Rail Overhang —��--- �39.4 in.---� � . .... � # BY Date Notes � �il-� �~ Landscape: N/A M�u�� Hdes � A 2 Roof Anchor � I H �� Portrait: -'13.0 in. & Flashing � T 3 Solarv+orld 4 Landscape: N/A Pius SW 275 g Anchors iocated �i �� PoRrait: -40.0 in. 65.9 in. mono black 5 a on alternate roof �: �I � framing members 1 A '� � 32" Max � Anchor Spacin SolarMount Rail � T = Sta ered Attachment Detail �B~ � B~ 0 3 � - Distance from Module Corner � NOt t0 SCaIE Minimum Maximum x Long Side,A 9.4 in. 16.5 in. g Short Side", B N/A N/A m 'Top-Clemps CANNOT be used on the Short d Sides of the Modu/e � � zo°Max �� UL Approved Mounting Locations Q Rail Splice Rail O� `� Not to Scale . WEEBLug SS Washer Module Frame Ground Wire &Nut � SS Bolt SS Bolt � Unirac Rail � s Nib � U�irec UGC-t '�'� VARIES Stagger splice locations Min of 2 supports ss Fiat -f within the each row of modules on either side of splice Washer SS Bolt DETAILS with a max spacing of 60" Unirac Raii � Rail Splice Detail �� Grounding Clip & Module � Grounding Lug & Rail P�/-A03 T NOt t0 SCdl2 V Not to Scale � No[to Scale , :� = Sunmodule%Plus SW 275 mono black ` 3�,�.Wv,�oa ? � ` 7UVPower�ontrolled: = Tu�a^•��•�a = Lowest measuring tolerance in industry 6 � ��000001�A� � _I'_ Everycomponentistestedtomeet 3 times IK requirements J � Designed to withstand heavy . . . J accumuiations ofsnow and ice � OSunmodulePlus: Positive performance tolerance ' J � 25-yearlinearperformancewarranty and 10-year pmductwarranty � J ' . �� Glasswithanti-reflectivecoating ✓ World-classqualitY °".,,,"°,'��•,„, �A°, . ,.,•,,, � Fully-automated produdion lines and seamless monitoring oftbe process and material pVE �vw�eum.n.u.."' �. ..�.f�.��, ensurethequalitythatthecompanysetsasitsbencbmarkforitssitesworldwide. - �'°"""°""°"'°"'" .w.., SolarWodd Plus•Sorting �1 ��µ o SA� Vlus-Sortingguarantees highest system efficiency.5olarWorld onlydelivers modules that � c us have greaterthan or equal to the nameplate rated power. �� u��703 25yearslinearperformanceguaranteeandextensionofproductwarrantyto70years � C � � � . .�� , SolarWorld guarantees a maximum performance degression of 07%p.a.in the course of ` 25 years,a significant added value compared to the two-phase warranties common i n the industry.In addition,SolarWorld is offering a product warranty,wh ich has been extended to 10 years." 'In accordance wRb the applicable SolarWorld timited Warranty at purchase. �� www.solzrwadA.com/warranty SOLARWORLD �� s�larworl6,eom We tum sunlight into power. I I -'1 c� � Sunmodule%Plus SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m',NOCT,AM 1.5 Maximumpower 7 275Wp Moximump°wer Pm„ 1�7�Wp opencircuit valtage Vm 39.4 V Open rbtult vo/toge V,� 357 v Moximumpowerpointvoltage VIX 31.OV Maximumpowerpointvaltage V 28.iV Shortcirtuit<urrent Im^ 9.SSA Shortcirrultturrent Imo - 7JSA Maximumpowerpointcurrent I � 8.94A Maximumpawerpointcurrent I 722A 'STG1000W/m+,25LFM1.5 � MinorreductioninefficiencywAerpartialloadronaitlmsatiSCatl00W/m'.100% t)Measuring tolerance(C,,,,)traceable to TUV Rheinland�.+/-]%(TUV Power Contwlled). ('/-Z e)of�he STC etflcienry(l00o W/m�)is achieved. . COMPONENT MATERIALS TH ERMAL CHARACTERISTICS CeOs per module 60 NOR 48"� �ep�ype Monocrystalline TCI 0.04%/`C, �Q��Q�mensions 614inx614in(156mmx156mm) TCVe -030%/"C Front Temperedglass(ENi2150) T�Pm �o'45�� Frame Blackanodizedaluminum Opemting tempemtme -40"C to 85'C yy¢ight 46716s(211 kg) SYSTEM INTEGRATION PARAMETERS lY t000 W/m� � Maximum rystem voltageSC ll t000 V ' I Maz rystem vo/tage USA NEC 600 V � 800 W/m' Maximum reverse current 16 A — Numberafbypossdiodes 3 . a 600 W/m� - � ULDesignLoads' Tworailrystem »3psfdownward 64 psf upward . 400 w/m= . 170 psf downward _ ' — ULDesignLoads' Threerailrystem 64pzfupwarA F � 200w/m� n3psfdownward , I - - IEC Design Loads' Twa rail rystem 50 psf upward . l00 W/m+ I 'Vlease re(er ro the Sunmodule tnStallallon Insbuctions(m t�e detalls assodated wltM1 . � � � � � � i � i -- - theseloadcases. modvlewMagery� V�` � . ADDITIONAL DATA ix4 3].4a(95t) Vowersorting' -OWp/+SWp ti J-Box IP65 - Module/eads PVwireperUL4703withMC4mnnectors . 1133I288) Moduleefficienty 16.10% Fire mting(UL 790) Class C Glass Low imn tempered with ARC 4130 QO50) � � Version 0.6153 2.Sframe VERSION 2.5 FRAME 65.94(1675) bottom mounting • Compatible witfi both"Top-Down" holes .- D and"Bottom"mounting methods ' � • jGroundingLocations: -4 corners ofthe frame -4locations alongthe leng[h ofthe module in the eztended flanger tsa 3n 1 xq � I4za�,an, 1.32(31) �39.41�1001)� . �All unl�s pmvlACA a�e Impcila6 SI units provlded in parenlheses. SolarWoddAGreservr.5therlqht�omaMesped(Icatlonchange5withoutnoHce. � SW-01-6025U502-2014 � . . • . . . . . :e� UNIRAC q NII fl I iNOilf i�iMl'PNV SolarMount Technical Datasheet Pub 110818-7td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp.................................................................................................:..................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot.................................................:.........................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware 1 SolarMount Bottom Up Module Clip Part No. 302000C Washer� • Bottom Up Clip material: One of the following extruded aluminum � Bottom Nut (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip ,. no *��j. • Ultimate tensile: 38ksi, Yield: 35 ksi � � • Finish: ClearAnodized � • Bottom Up Clip weight: —0.031 Ibs (14g) Beam �- Bolt ' Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one 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 instail 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 � �'�° Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662 Y � � Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) 0.441 � � � i.w , .�x � Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specifed in inches unless noted a .. �. ..f �ry . .�. � � .. .. . . . . . . . . - - ::� UNIRAC� P.IIIL11(illllll!'IUMPANY � SolarMount Mid Clamp Part No.302107C,302701D,302703C,302104D, 302105D,302106D ' ; • Mid clamp material: One of the following extruded aluminum ma Bolt alloys: 6005-T5, 6105-T5, 6061-T6 M�d� la e Nu � , Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are �, assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single --r 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 Use anti-seize and tighten to 10 ft-Ibs of torque Beam � • Resistance factors and safety factors are determined according to , � part 1 section 9 of the 2005 Aluminum Design Manual and third- � , . _ __ ^, „__ _� _, party test results from an IAS accredited laboratory � Applied Load Average Allowable Safety Design Resistance �� .rooma+a - - Direction Ultimate Load Factor, Load Factor, �"'EeNM°dIlfi Ibs (N) Ibs(N) FS Ibs(N) m �,��I ^ Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 1-�— Transverse,Z± 520(2313) 229(1017) 227 346(1539) 0.665 Y '-- --- 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,302006D, 302009C,302009D,302010C,302017C,302012C • 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 Dark Anodized /� • End clamp weight: varies based on height:.-0.058 Ibs (26g) d Clamp • Allowable and design loads are valid when components are Senated 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 according to part 1 section 9 of the 2005 Aluminum Design Manual and third- 1' � party test results from an IAS accredited laboretory � • Modules must be installed at least 1.5 in from either end of a beam � ►X �-�-- - ��s� � �� --- ��-�- Applied Load Averege Allowable Safety Design Resistance . '�M°''"u"' Direction Ultimate Load Factor, Loads Factor, �' �� r��i� Ibs(N) Ibs (N) FS Ibs (N) m �' �� j �� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 �rn in1Of'� � Transverse,Zt 63(279) 14 (61) 4.58 21 (92) 0.330 r �--- - - Sliding,Xt 142(630) 52(231) 272 79(349) 0.555 Dimenslons epeclBeH.iri.InChes-uriless-noted . a l . . . . . . . , :� UNIRAC� �1111114H4��1'iIiMITNY SolarMount Beam Connection Hardware. SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5, 6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized � • L•Foot weight: varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are . Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593'/d'-16 hex head sccew and one enated 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 laboratory � NOTE:� Loads are given for the L-Foot to�beam connection only; be { '�X sure to check load limits for standoff, lag screw,or other � attachment method � _ 1 �p� Applied Load Average Safety Design Resistance nxrnwa � Direction Uitimate Allowable Load Pactor, Load Factor, %"4M1°""""t Ibs(N) Ibs (N) FS Ibs(N) m '��r—�. I � � Sliding,Zt 1766(7856) - 755(3356) 2.34 1147 (5077) 0.646 — :.oi — _ 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) 0.615 Traverse,X± 486(2162) 213(949) ' 2.28 323(1436) 0:664 a • . • • . � . . ii° UNIRAC P NIITI LFi111Y f OMI'AMY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-8, 310168D '310208C, 310208C-B, 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-Ncis) in' 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0221 - Moment of Inertia(X-Axis) in° 0.464 1.450 � Moment of Inertia(Y-Axis) in° 0.044 0267 Radius of Gyration(X-Axis) in 0289 1.170 . Radius of Gyration(Y-Axis) in� 0254 0.502 , SLOT FOR T-BOLT OR 1J28 1�„ HIX HEAD SCREW SLOT FOR T-BOLT OR � � �"HEX HEAD SCREW 2X SLOT FOR � SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP � T 3.000 I 1316 � SLOT FOR 3�"HEX BOLT SLOT FOR 1.3� 3�" HEX BOLT 387� 750 IZ07 Y Y �1.875� i ► � ►X � ►X SolarMount Beam SolarMount HD Beam Dimensions speciied in inches unless noted � a - - , - . . � � � . � . ..-. � .. - . . . - : . . �¢-�� ,��m1, y�y �- • Y�+�.iKZ A�fi�Y �.. � Yi i Y��,.�.`�"''r. t �, '. •• i• � � • ��Tt� � � �1 4�3.(.e�aiV S S ds hT� � �" � �.J o , ,15�' 'C -n�`i�P�a. '` 5/�A 'F F�k M1A '[�.i w+ r � �,},d � �-a�ryl, r��t�' : �:.`i ci�f�x +S m#�" ""y � �S-"�'2e,�' sx�i"R'FS 1 r '`F �S � �"x� f":i��r✓�2�--''-s s:-'��, a �.£ ' µ� ��`r�,.s'# .. 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F"c, � Fr.. • . .:y�' �i . �'� • : [ . � �1�, �� 1 ' � � ` , � • � \ � i �_. Y , '` .t"_ (, i c ., :_ .. ` F . _ � W. � / < < ` .. �� - � _ `` .. �c .. ".. r J I . k .� �r l� . . . . � A ^ , � �n � � ___ rr�� ,... . ps' . .w . . ''�-...�....__ . .. ..n.. ,,,....�,J.,,_._..Y., _.... .. ,�.r., ......,.-..,-.�+ — . o EcoFasten Solara� 877-859-3947 Committed to lhe Supporc o(Renewcible�ner�y d x �i � �I � � � a n °� a � 'C � O '€ O p�. _ A N � O O i+ � N � � O �� o �+ � o 0 c„ —� w 0 0 � -'� � N � � A u, w o i+ w . " o � � o � m m Z D P � I+ —I o m �' Z � a � o � o N n W �+ � � 3 �� c � a � o II � � m 3 3 a s T � � — W � O � � � � � � o n ? ao T N S �p T, N — ...:_ � � � ,. f, . .� . �.. � �- - - , � , ��'r' �,t �*,�.....�� ,� • � � , . , . , , . ; , r � // . . . � , • ' y . J' A _ v 'r , . �.: �,,,,, . ..f _ r � . " �� . <�. }'„��. 4 .. . ...�. ... .+�.+. ._......_._wV. _ - - _- � +r.+..�.-- . •'.. . ..�_ � o EcoFasfen Solarm 877-859-3997 Commi[ted to the Suppor4 o/'Renewable Energy �� s � n � p a G I a � N W � V �--o � -� � r- N / U \ � � � i+ W Q V V p I.i. N X O O `Y O W p I p i N y il- i 2 I O ' m � � } � C / � m V m Z D n �, o � � m � Z � N 3 N � � 7 O � 1'w'1 � � C N W n x � '� N � (.� 3 v� C -• o. � D � c `� I � � � T � 3 A ' .. . .. ..: 1� ., .. . , . . . . k. �..� . .,� ..� .'��, - GREENFASTEN'"' PRODUCT GUIDE - GF-I � � Speafications b, � �� ` PART I —GENERAL 1.3 SUBMITTAL B. Farteners(may be supplied by others)to be �" A. Submit manufacturers written specifications. compatible with chosen roof application and �I IJ� SUMMARY B. Submit standard produd cut sheets. meet specifed pull out values as shown in load A. WORK INCLUDES C. Submit installation instrudions. tert data. , I. GreenFasten solar attachment bracket that D. Submit produd specific 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. i 2. Provide appropriate bracket and fasteners . forthe roof system. �.q QUALITYASSURANCE D. Bushing is EPDM. B. REIATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless I.Section 07600:Flashing and Sheet Metal specifed roofing material and snowguards for no less and EPDM. I ';� 2.Section 07500:Roofing than 5 years in the area of the projed. . �. \� 3.Dlvision I:Administrative and procedural 2.3 FINISH—Mill Finish j requirements 1.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill finish aluminum t " �� 4.Division7:Thermal and Moisture Protection Inspect material upon delivery Notify manufacturer � � � ' within 24 hours of any missing or defective items.Keep g� B�e flashing(choose one) t � L2 SY57EM DESCRIP710N matenal dry,covered,and off the ground until inrtalled. I.Mill finish � �, A COMPONENTS: e u I. GreenFasten syrtem consists of aluminum pART 2 - PRODUCT$ 2.Black-kynar painted � flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted 3 bonded stainless steel and EPDM washec m 2.1 MANUFACTURER v 2. Farteners EcoFasten Solar� PART 3 - EXECUTION � � j A.To be of inetal compatible with aluminum 0 289 Harrel St.Morrisville,VT.05661 GreenFasten components. (g77)g59-3947 3.1 EXAMINAiION .. . { n B.Fasteners should be selected for � www.eco(astensolar.com. A. Su6sYrate:lnspect structure on which brackets �' 2� �w i� „3, compatibility with the roo(deck. are to be installed and verify that it will withstand \ � ; C.Fartener rtrength should exceed or be equal z z- MATERIALS any additional loading that it may incurred.Notify ��`� 4 o to that of the allowable load of the system. A. Attachment Bracket General Contractor of any defciencies before See tesc data at www.ecofastensolar.com � � • �� v 6000 Series Aluminum (choose one) installing EcoFasten Solar b2cketr. iF � � -� 3. Sealant(if required 6y roof manufacturer): B. Venfy that roof ng matenal has been installed t + E to be roof manufac[urer approved. I. F-I I I F ' 4 � 2. L-1013" corredly pnor to installing solar attachment brackets. � � t `� 4. Aluminum attachment bracket � ' • � 3 L-102-3" , � 31 INSiALlATION { °; B. DESIGN REQUIREMENTS: 4. CP-R ,,. � �� Q A. Comply with architedural drawings and � � � m I. Bracket spacing to be recommended by 6. S L 102-6' project engineer's recommendations for location � ro ed en ineer � + � P 1 S of system.Comply with Manufacturers written � 2. Install a minimum of one fartener assembly. 7. Z-101 installation Instructions for installation and la out. � �` 0 3. It is important to design new s[rudures or 8. Curtom . Y " � o assess existing structures to make sure that . � f- �^ they can withstand retained loads, - ` � � i � �� LL 1 , o .. w �-,� ' ; j �OEca:os[enSolafJAUronrentprorectedundermpyrighcAllrighareservedOZllblll �� f i �: � �� r �� _ �. � ' � GREENFASTEN'" PRODUCT GUIDE — GF-I American Wood Council Lag Bolt Pull-Out�alues � ` .:- �, ;f �. '; Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) ;�� Lag screw specificotions Specific 5/I b"sha(t* � h�+ Gravity {' i ,, per fnch thread depth a ,� _ � � m �, � ^ W Douglas Fir,Larch 50 266 � " a Douglas fir,South 46 235 � Engelmann Spruce,lodgepole Pine 46 235 �� f � (MSR I 650 f&higher) f F' �' ` �, � � Hem,Fir,Redwod (dose grain) .43 212 � ^.� �. - �. n Hem,Fir(North) 46 235 � �"'�� t ' ��. �^ � � Southern Pine .55 307 Thread � � t Depth t o Spruce,Pine,Fir 42 205 � ' '� � � ; , v Spruce,Pine,Fir 50 266 �' �r, , �� (E of 2 mllllon PSI and hlgher � * g � ,� ; o grades of MSR and MEL) � v ,��-`� '' ^ � � M ..%e��Fy/R. 3 v_ � �P � N fl �"� m f ^ • . ..k . _ . �. � . � o r � { N � F � C � 6 p , LL � � o � �� w + , �� OO Eo,Yns[en Salc�NI mn[ent pmtecred under mpyrighc NI righ¢ruerved 02116(I I �� ' n ) ,f .1: . � . r