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40 SUMMIT AVE - BUILDING INSPECTION (4) Ta - i � - 3 �� , �9� 1 � The Commonwealth of Massachusetts R� R1J� ES ° Board of Building Regulations and Standards �N$P CT�t�� Massachusetts State Building Code, 780 CMR ' SALEM q �gy,se ar�0�` Building Permit Application To Construct,Repair,Renovate Or Demolish� 1'IwS � , One-or Two-Family Dwelling This Section For Official Use Only � Building Permit Number. Date Applied: �. 5 � �� Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 40 Summit Avenue 33 0422 � 1.1 a Is this an accepted shee[?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R� 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 Watcr Supply:(M.G.L c.40,§54) 1.7 Flood Zone In(ormation: 1.8 Sewage Disposal System: Public❑ Privatc 0 Zone: _ Outside Flood Zone? Municipal O On si[e disposal system ❑ Check if yes0 . SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner�of Record: Derek Barr Salem,MA 01970 . Name(Print) � City,State,ZIP � 40 Summit Avenue � 978-5423227 dbarr@salemstate.edu No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) � New Constniction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ AI[era[ion(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units Other � Specify: solar Brief Descrip[ion of Proposed WorkZ: Installation of a 2kW roof mounted solar array using 8 ReneSola � . JC250M-24/Bb modules,8 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work. SECTION 4:ESTIMATED CONSTRUCTION COSTS Estimated Costs: �� bor and Materials Official Use Only . 1.Building $ 2,000 1. Building Pemiit Fee: $ Indica[e how fee is determined: ❑Standard CityfTown Application Fee 2.Elechical $ 9,000 ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ � 2. Other Fees: $ . 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire � -$ �, - � SU ression Total All Fees: $ Check No. Check Amount Cash Amount: 6.Total Project Cost: $ 11,000 ❑paid in Full ❑Outstzndiug Balance Due: M�� 5(� ra ��T. SECTION 5: CONSTRUCTION SERV[CES � 5.1 Constructlon Supervisor License(CSL) 102054 10/6/14 Michael Rotondo License Number Expiration Date ' Name of CSL Holder , � � - � 61 Gellette Road - List CSL Type(see below) No.and Sheet Type Description � U Unrestricted Buildin s u to 35,000 ca ft. � I Fairhaven, MA 02719 R Restricted 1&2 Famil Dwellin Cityll'own,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) �g27pg q/6/15 Alteris Renewables dba RGS Energy HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name � � 32 Taugwonk Spur,Al2 ki mberly.h endel@rg senergy.ca m No.and Street Email address Stanington, CT 06378 860-5353370 Ci /Town,State,ZIP , Tele hone SECTION 6: WORKERS'COMPENSATION[NSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation[nsurance 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 Attached? Yes ..........C� No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDINC PERM[T I,as Owner of the subjec[property,hereby authorize Alteris Renewables dba RGS Energy to act on my behalf,in all matters relative to work authorized by this building permit application. . see signed authorization form attached � � • �9 � � � . Print Owner's Name(Electronic Signature) , Date SECTION 7b:OWNER� OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the infoanation wnta' d in , is ap li tion is true and accurate to the best of my knowledge and understanding aq N Prinb wnePs orAuthorized Agent's Name(Electronic Signature) Date NOTES: 1. M Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered conUactor (not registered in the Home Iroprovemeu[Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund�inder M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Infotmation on[he Construc[ion Supervisor License can be found at www.mass.eov/dps 2. When substanfial work is planned,provide the information below: Total floor azea(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Numbet of fireplaces Number of bedrooms Number of ba[hrooms � � Number of half/baths � � Type of heating system Number of decks/porches _ Type of cooling sys[em Enclosed Open - 3. "Total Project Square Footage"may be substituted for"Total Project CosP' _ `��/�,,, , - - RGS l EI�ERGY '��'�`` � � Clean Power.Brlght Savings. ' Property Owner Conse►rt Fol►n 4 Owner: �Ed� ��`2 Address: . �17 - Sl//�1�1T /�!/C I Town: �2�G-�`� State: M� Z�p: oi 9 �v - Phone:, I7� �1� ��77�«�� I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. � � yY d � 1 f 0 ` r . _._J'1�� . . g ' Y+J D �— , �perty 0 - Date � ��:� 32 7'eugwonk Sqa.Al2,Smmng[on CT�6378 � rol.960.5353370 � Cax 413.683.2225 � RC5Jhuagy*3wn � �, f fYj�.. . . - . .._�.......�J� I�d � —� �.��r� 1!r+Ji/iiir,Ni{,��i7//� r�� /(ri.;.i�ir�ii.t��//; �. ''� Office of Consumer Affairs and Busmess Regulation '!;,;,;�,Ix • 10 Purk Plaza- Suite 5170 . Bos�on,Massnchusens 02116 Home lm�rovement Contractor Re�tistration �Rcp(etrntqn: 182709 , 7ype' Pmiate Caroo�etbn � . ERpirOi�on. UBI2015 TA 2JTtt2 ALTERIS 12ENEWABLES INC. MICHAEL ROTONDO �"' - 32 TAUGWONK SPUR At2 ---M---- � STONINGTON;Ct 08378 --....-. - ...„t � 1(�nlatr Addrarand rxurn ard.�ink reuaa fnr ehenqe. ze..r o �u�;ns,: �� Addrns �-I2tnMaA .�� 6mptm�mml taq['anl ' rI�',.r.fs aaw p�r+.<.pi�.i"�/w15M�/..vM7 §.,�,yllfli!!{14'wnme1A11Yfn6bwldnipp�i/Wiq Llhqutlt�e�611tii1hm�tllJfminYlrWylaNaljty � , ��q��+ i�WpqpyCj�itRpOM1Rl1E1pp befan/de��pint3nAsta ifMm4e67tmtu:. I/WOnt �:16Z10B IYpF� OflkeMfCmUntierAltiihnmlooimeuReNMtNm �tlspintlan: �RtY016 ptkjbCnryor�pu- IOFitkPUra•Selis6l?0 Al1'EpIS ABNEWA8lE5 WG - . 6n�roni.�lA 0311d Y�C3U141 RON1�0 � ?6Y'IlHS�9TANW8MOR .t�,�_ . � . GWv�p.�uOZAw �+ � .. . -�. . ewr.x:nn�. �.SdLwfitlw7lhautRlpn�Wrc ' � - . _. _.,.....—+........ .—,_.�.-- - . . . . . ,_-..._..a„—..•,--- .""� ... j . € i ,« ._ . , ,. � ' � � � Vtl�Nfh+�k��A,w3nrnrN'��Madaf� � .. ,��^s . .: 6eaAiNNsMM+npdwWW+h'++V.�aY�n+tivN. "�� '�,•,,"•�,.-�• �f�Wet MM�++.+r " . ' .,�� Y, . ��+c,�d6�1WW . � » NNYMFt�dik7'Natlii ' � a; � . ��ma,t,trr�Ra t � .• . � rw�«..e�n«nw �R� .� N� � ��/� }YMk^'iYYVl� . .. � .. .�.,,.,..�,.. wr�e,.,, ii1�1� -� s � Wr!b.A�+Yw��+. . . , � ,� �r * �1M1� !�'� � i ,4coR0� CERTIFICATE OF LI�BILITY INSURANCE DATE�MMIDOIYYYY� L.� vuzoi 5 12/30/2013 _ THIS CERTIFICATE IS ISSUED AS A MA7TER 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 CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the certtfieate holder is an ADDRIONAL INSURED,the policy(ies)must be endoreed. If SUBROGATION IS WAIVED,subject to the terms and conditlons of the policy,certain polfcies may require an endorsement. A sWtement on this certificate does not confer rights to the eertiticate holder in lieu of such endoraement(s . PROOUCER Lockton Companies,LLC Denver . NpMEncr _ 8110 G Union Avenue vHoxe nx $UI�C�Q� ' AIC No: E.MAIL Denver CO 80237 ADDRESS: �jOj�4I4-60O0 � �MSURERS AFFONOINGWVERAGE NpICtl INSURERA:FII'S�S ecial InsuranceCo oration 34916 � iNsuaeo plteris Renewables,Inc. � msuaerss: ' ❑ 1344665 dba Real Goods Solar iusunen c: am , • nsuran an 12203 �dba RGS Energy iesuneR o:Sta�'t'[ndemni &Liabili Com an 3831 S 32 Taugwonk Spur,Unit Al2 Stonington,CT O63�H INSURER E: INSURER F: COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY 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 ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIF�CATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAV HAVE BEEN REDUCED BV PAID CLAIMS. - �NjR T'PEOFINSURANCE � SUBR pOLICYNUMBER MMIOD�EFF ��ILpICDYEXP . ��MITS A GENEwtiwatuTr N N IRG200052801 1/1/2014 1/1/2015 � X MMERGAL GENE BILITV DAMAGE TO RENTEO PREMISES(Ea occurtence) $ SO OOO CLAIMS-MAOE OCCUR ' . � MED EXP M one rson $ PERSONALBA�VINJURV $ ��OOO�OOO GENEftALAGGREGATE $ , GEN1 AGGREGATE LIMIT APPl1ES PER: PRODUCTS-COMPIOP AGG POLICV }( JEa � LOC 8 B AUTOMOBILELIABILITY . N N BAP5852403 1/1/2014 1/1/2015 (Ee accitlent) $ X M1YAlITO - BO�ILVINJURY(Perperson) $ � �. ALLOWNED SCHEDULED , BODILYINJURY Perecciden� E ] {]{ AUTOS AUTOS X MIftEOAUTOS '� AUTOSWNED PROPERTYDAMAGE § XXXXXXX E XX?CXXXX C X UMBRELULv.e X OCCUR N N 000557241 - � 1/I/2014 I/I/2015 EACHOCCURRENCE 8 �OOOOOOO � J( EXCESSLIAB CLAIMSMADE ��00020609 1/I/2014 I/I/2015 qGGREGATE S 1 ' DED REfENT10NE $ � B WORKERSCOMVENSATION WCSTATII- ANDEMPLOYERS'LU181LRY ��N N WC58524Q5 1/I/2014 1/1/2015 X TORYLIMIT ER ANYPROPRIEfORIPARTNEWE%ECUTNE ❑ N,p � EI.EACHACCIOENT $ OOO O � OFFlCEfLMEMBERE%CLUDED9 N � (MantlaMrylnNN) � E.IDISEASE-EAEMPLOVEE $ � OOOOOO Ifyas tlesrribe under DESCRIPTIONOFOPERATIONSbelow ELOISEASE-POLICYLIMIT $ DESCRIPiION Oi OPERAAONS 1 LOGATONS I VEHICLES (Attech ACORD 101,Atl6tlonal Remarkn 5<MOub,if more apace la requlntl) CERTIFICATE HOLDER CANCELLATION � � SHOULD ANY OF THE ABOVE OESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRA710N OATE THEREOF, NO710E WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. �'168H'1�S AUTHOR�D REPNESENTATIVE ForEvidence Only C arle N� � ,..1 ACORD 25(2010I05) The ACORD nama antl bgo are replateretl marks ofAGORO c 7 88-2010 ACORD CORP TION.All rights reserved � The Commonwealth of Massachusetts - Departmentof Industrial Accidents ' Office of Investigations 600 Washington Street . Boston, MA 01111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apalicant Information Please Print Leaiblv Name(B�s��ssiorganizac�o��d��duap: Alteris Renewables, Inc. dba RGS Enerqy Address: 32 Tauqwonk Spur Unit A-12 City/State/Zip: Stonington CT 06378 Phone#: (860) 5353370 Are you an employer?Check thc appropriate box: Type of project(required): . I.0 I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction I employees(full and/or part-time).* have hired thc sub-contractors 2.❑ I am a sole proprietor or partner- listad 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 ]0.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I 1.❑ Plumbing rcpairs or additions mysel£ [No workers'comp, c. 152, §1(4),and we have no ]2,� Roof repairs insurance required.] t employees.[No workers' . comp. insurance required.] �3.❑x Other solar panels "Any applicant that chccks box#I must also fill oul thc scction bclow showing thcir workcrs'compcnsa[ion poliry infonnation. t Homcowncrs who submit[his affidavit indicaling[hcy arc doing all work and[hen hirc oulsidc conhac[ors mus[submit a ncw affidavit indicating such. iContractors tha[check lhis box must attached an additional shect showing Ihe name of the sub-con[rac[ors and thcir workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my emp[oyees. Be[ow is the policy and jo6 si[e information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins.Lic.#: WC5852405 Expiration Date: 01/01/2015 �. Job Site Address: 40 Summit 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 secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up ro$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 forwarded to the Oftice of Investigations of tRe DIA for inswance coverage verifica[ion. !do hereby cerh un er!h p ' and pena[ties ofpery'ury that the information provided ove is bue and correct.. SiQnature: �� Date• ��-�I�7 _ T Phone#: (a60)535-3370 Officia[use on[y. Do not write in[his area,to be comp[eted by city or rown o�ciaL City or Town: Permit/License# . Issuing Authority(circle one): � � 1. Board of Health 2.Building Depar[ment 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phonc#: � Apri128, 2014 . To: Code Enforcement Division �I From: James A. Manc,Jr. P.E. Re: Engineer Statement for Barr Residence,40 Summit Ave., Salem,MA - Solar Roof Mount Installation I have verified tlte adequacy and structural integrity of the existing roofmg Garage (one , layer shingles): 2"x 8"rafters at 16"o.c.,having roof slope distance approx. 9'-5";pitch 33 deg.; Main(one layer shingles): 2"x 8"rafters at 16"o.c.,having roof slope distance approx. 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 GFl flashing and EC0.CP- SQ Bracket located on the center of the rafrers and will be securely fastened to.the rafters at 32"sp. max. with 5/16"x 4" SS lag bolts. The mounting system has been designed far 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 ]oading requirements of roof-mounted collectors. Thereby, I endorse the solaz panel installation and certify this design to be structurally adequate. Sincerely, �ep�.zµ oF M,�ss9 � o� cy . .., . o .UMESAM�R)(,lq. m � U CIVIL y / � �/ N0.3Fi365 T James A. Mazx,Jr�� P°�Fc�sTEa�°\��`�'� �I Professional Engineer �O�a�ENG i MA 36365 �. 10 High Mountain Road ' Ringwood,NJ 07456 � ' I I i i cc:RGS Energy 4 . I � I i Apri128,2014 To: Code Enforcement Division From: James A. Manc,Jr. P.E. Re:Engineer Statement for Barr Residence,40 Summit Ave., Salem,MA . - Solaz Roof Mount Installation , I have verified the adequacy and structural integrity of the exisring roofing Garage(one layer shingles): 2" x 8"rafters at 16"o.c.,having roof slope distance approx. 9'-5";pitch , 33 deg.;Main(one layer shingles): 2"x 8"rafters at 16"o.c., having roof slope distance approx. 10'-0";pitch 23 deg.;for mounting of solar panels and theu installation will satisfy the structural roof frami�g design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solaz mounting,the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Ecofasten Green Fasten GFl flashing and ECO-CP- SQ Bracket]ocated on the center of the rafters and will be securely fastened to the rafters at 32"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 psf. All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will compiy with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. ' Thereby, I endarse the solar panel installation and certify this design to be structurally , adequate. I Sincerely, o2�ep�.iH oF^�Ss�y � . , `+J � JAMES A MAR)f�JR. �' . O -mi � / �� V CIVII, y i NO.38365 James A. Marx, Jr. � i �OPo�F�,,srEaE°��``�� j Professional Engineer ��ONn�ENG � • i MA 36365 i 10 High Mountain Road , ' Ringwood,NJ 07456 cc:R n r � GSEegy i i I t f . c � aa � � u3 � �. i ....-...� � • � � � � ' � ;' ' , � � `f � � � �� i F �' � � + � � �'" �r ' �� 4� :i i � ' Ss *� � e�; a l .ua k�� ,� . . �..�r.» � , A - � p � � � � q ,� � . � r 1� � ��a #� ��„ � � � � E, � ''. � 1 �� a� .� 4i e 1 � �,�� k I � .: � i { 1� d�' at if�� c � . . . , . ��i�++ � � � + s �l r } �..�i�� +ka _u� y r�`�.' 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T m �, 3 3 � - u, = co m � r- ` R �' o m n, � G/ > ?. � w o T � N S m � N N — . � = r-_ � _ � _ � t� - �T . � _ __ - . .� � ��"- � � ;�.�� , _ . _ �,.-�,� _ ` , °� , . . � . . � , , � : w F - � _ ._. Y ��-` >` � _ . � f� F �� .� ' ---^' .� � ��_ �: L � � � - � -TM"'-- -- -..- . _ .- - � - -. . . . _ ..:.,�. -a.r-,.y+y -�,w.:.! � j ��-:_�` �: � EcoFasten Solaro 877-8593947 Commi¢ed to the Support o(Renewable Energy m a x b n a � a � .a � - � _ N O W � V </ �O� � � � \ W � � I+ W I O v V p I+ N X o o �r � O � o i . N y i� i e = i Z � � } D C V' .T1 N o j mI/ Z T p (n � � m m Z � � N � � � � � O M � � � N W n X � —I N � � 3 � C = c. p D ° m I � I � � . � ^ C Z' T � 3 A ' P � � # i�� '�� ' - � T`Y i tS� �. %} � ,,;� GREENFASTEN'� PRODUCT GUIDE - GF-I � �, � Specifications y , '�:� . --�. � ih�C PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be �� i�. "' �� A. Submit manufadurers written specifcations. compatible with chosen roof application and 1.1 SUMMARY B. Submit s[andard product cut sheets. meet specified pull out values as shown in load �. �.'_ A. WORK INCLUDES C Submit installation instructions. test data. I. GreenFasten solar attachment bracket that � �1� _ D. Submit produd specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed � attaches directly to the roof deck. �` 2. Provide appropriate bracket and fasteners ukimate and allowable load values. - to accept EPDM bushing. ��,i� for the roof rystem. �,4 QUALITYASSUR4NCE D. Bushing is EPDM. � .��' ��;" B. RELATED SECTIONS Inrtallerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless I.�� I.Section 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. '-' 2.Section 07500:Roofng than 5 years in the area of the project. ;� 3.Division I:Administrative and procedural ' 2.3 FINISH—Mill Finish �� : g + requirements - I.5 DELIVERY/STOR4GE/HANDLING ; � , A. Bracket is mill fnish aluminum I +,; ��" '�� :�� 4.Division7:Thermal and Moisture Protection Inspect matenal upon delivery.Notify manufacturer ( + B. Base flashing(choose one) within 24 hours of any missing or defective items.Keep ! +f' � �� ` ,, 1.2 SYSTEM DESCRIPTION matenal dr eovered,and off the round until installed. f �� a q� � X S I.Mill Finish . i�. �� „ A. COMPONENTS: �� °�"�z . ` `' w` I. GreenFasten s rtem consists of aluminum � 2.Black-kynar painted , J��;�' r - � „ Y PART 2 - PRODUCTS �,� ;� � � � �. flashing with integral EPDM bushing and one � 3.Dark Bronze-kynar painted i� h� � v bonded stainless steel and EPDM washer. z � M,qNUFACTURER � `�� ! ' � 2. Fasteners � �� - � EcoFasten Solar� PART 3 - EXECUTION �' i� � � A.To be of inetal compatible with aluminum � , �. r� r ��_ � 289 Harrel St Morrisville,V�f.05661 °� t o GreenFascen components. (g77) g59-3947 3.1 EXAMINATION , ��.. ' y, a B.Fasteners should be seleded for �y�y�y.ecofastensolar.com. A. Substrate:Inspect structure on which brackets �, ,� . � compatibility with the roof deck. � � are to be installed and verify that it will withstand ' �� ; s C.Fastener strength should exceed or be equal 1 z_ MqTER1ALS any additional loading that it may incurred.Notify f"t�. �� F,. . �,, � to that of the allowable load of the rystem. A. Attachment Bracket General Cont2ctor of any deficiencies before F �, See test data at www.ecofastensolaccom 6000 Series Aluminum (choose one) installing EcoFasten Solar bracketr. ;; � � .' `�� E 3. Sealant(if required by roof manufacturer): B. Uen(y that roof ng material has been installed � �,r�` � � p , o to be roof manufacturer approved. . I. F-I I I correctly prior to installing solar attachment brackets. „a i � " 4. Aluminum attachment bracket 2. L-101-3" f. �,• �- � � 3. L-I 02-3" °�' 4. CP-R 3.2 INSTALLATION M B. DESIGN REQUIREMENTS: ,sy � • t t o; � A. Comply with architectural drawings and I. Bracket spacing to be recommended by 5. CP-SQ ' F m� 6. SL-102-6" projec[engineers recommendations for location � � ^ projed engineer.� � 7, Z-101 of system.Comply with Manufadurers written m 2. Install a minimum of one fastener assembly � � � 3. It is important to design new structures or 8� ,Custom installation instructions for installation and layout. �. , ' o assess exirting strudures to make sure that � i n � � they tan withstand retained loads. � ' ::� s�t., �� Y � � � - . u- . 0 . EI � w _ l 1` . 4 ' � � p� �O EroFdsren SolcA Ail mntent bmretted under mpyrighc All iigha reserved 02/I bll I $eC.s-� f f � { / � ! � L " �� ' r `.' �� ,�tt,�1 � �. :�, �iii� . . , �� GREENFASTEN`" PRODUCT GUIDE - GF-I �� 1 American.Wood Council Lag Bolt Pull-Out�alues ��if�t �R� � . ....,� . . f .: �� ,; . � � �� j� � �� {:� �, ��t�� £ ` La ull-out withdrawal ca acities Ibs in ical roof lumber ASD � S P � ) P � ) tYP � ) w.� .�� ',��.�.� Lag saew speci¢cations � '„ � Specifi[ � efi � . , 5/Ib"shaft• ��- '� i ,' � - Grovity ' �F��< < � � � � per inch ihread depih q;€" �,. � ��'�{ w Douglas Fir,Larch 50— 266 � f `j' � Douglas Fr,South 46 235 . ,� �� „�f� v � Engelmann Spruce,lodgepole Pine .46 235 ��-"t:t' � � v (MSR I 650 f&hlgher) d�, d , ,�' � � � �'��(�pp'� t` �' � . Hem,Fir,Redwod (dose grain) .43 212 - ��Z� " � � ` v Hem,Fir(North) 46 235 � s ��a�' v Southern Pine .55 � 307 Thread 3 � Depth �,� ' yy��, � a Spruce,Pine,Fir .42 205 I , � ' . ''� e'� ' v Spruce,Pine,Fir .50 266 L � ' �� '� "�� '� �E (E of 2 mlllion PSI and hlgher � I r E . v grades of MSR and MEL) I r ^ : y v I M � � 4 P � N � � � t n i � ! � 1 ry [ O 1 N Y �' Y m LL 3'. ,° � '; . ( � . , �-.- OO EmFOrten Solaq qll mntent prorett¢d under copyrighc All righrs resermd. @l16/I I Sec.6-I f � � , � . . • . - . . . . � - :� UNIRAC P MLl l GHOOP COMV�NV SolarMount Technical Datasheet ` Pub 770878-ttd W.0 August 2071 SolarMount Module Connection Hardware.................................................................. 1 � BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndCiamp............................................:.......................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot........................................................:..................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C { Washer ' Bottom Up Clip material: One of the following extruded aluminum Bottom q �� (hidden..s alloys: 6005-T5, 6105-T5,6061-T6 Up Clip �o • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: ClearAnodized • Bottom Up Clip weight: -0.031 Ibs(14g) Beam ' go�� • Allowable and design loads are valid when components are � ^' ` ' ` assembied with SolarMount series beams acwrding to authorized UNIRAC documents - I - >., • Assemble with one Y."-20 ASTM F593 boft, one'/."-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 ' . paA 1 section 9 of the 2005 Aluminum Design Manual and third- ��.:. party test results from an IAS accredited laboratory - • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut . . . . Applied Load Average Allowable Safety Design Resistance Direction�� Ultimate Load Factor, Load Factor, � Ibs(N) Ibs(N) FS Ibs(N) m ��° Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662 . � _`� � Transverse,X± 112g(5019) 329(1463) 3.43 497(2213) 0-.441 �.i...�x ° Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a 0 . . . . . . . . :6� UNIRAC A HILiI GftOUP CaMVqNV . SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D - na Bolt • Mid clamp material: One of the foliowing extruded aluminum Mid �e e Nu alloys: 6005-T5, 6105-T5,6061-T6 Cla`mp , • Ultimate tensile: 38ksi,Yield: 35 ksi �: • Finish: Clear or DarkAnodized � `." ' • Mid clamp weight:0.050 Ibs(23g) i • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents I • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to I retain a module in the direction indicated • Assemble mid clamp with one Unirec Y."-20 T-bolt and one Y<"-20 ASTM F594 serrated flange nut Beam • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safery factors are determined according to I part 1 section 9 of the 2005 Aluminum Design Manual and third- ' _ party test results from an IAS accredited laboretory Applied Load Average Allowable Safety Design Resistance �momnr�--.L=! Directlon Ultimate Load Factor, Load Factor, ee�wcen rnoou�as i ! Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 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 9�X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 30TOO6C,302006D,302007D,302008C,302008D, � ao20o9C,3o2oo9D,3ozotoC,3o2o17C,3ozo�2C • End clamp material: One of the following e�ctruded aluminum alloys:6005-T5,6105-T5,6061-T6 � olt • Ultimate tensile: 38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized - • End clamp weight:varies based on height:—0.058 Ibs(26g) C � d Clamp • Allowable and design loads are valid when components are Serrated ` assembled according to authorized UNIRAC documeMs Flange Nuf • 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'/,"-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 results from an IAS accredited laboratory � Modules must be installed at least 1.5 in from either end of a beam �...�X • i_ �s , Applied Load Average Allowable Safety Design Resistance _��_ � Direction Ultimate Load Factor, Loads Factor, ,ep„ Ibs(N) Ibs(N) FS Ibs(N) m �� . Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 i�ooue '"� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 _i— Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions speciffed:mmsdes.unless.neted . . • . . . . . :e° U N I RAC@ �YI ILiI GROUF(41MFANV 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'/a"-16 hex head screw and one . . enated ASTM F594'/;'serrated Flange nut � Flange Nu � . •Use anti-seize and tighten to 30 k-Ibs of torque - • Resistance factors and safety factors are determined according to part ' . 1 section 9 of the 2005 Aluminum Design Manual and third-party test y results from an IAS accredited laboratory � NOTE: Loads are given for the L-Foot to beam connection only; be �"`�X � sure to check load limits for standoff, lag screw,or other . _.�. attachment method � �� xOi Applied Load , Average Safety Design Resistance ��*wa� � Direction � Ultimate Allowable Load Factor, Load Factor, �"�"0�� Ibs(N) Ibs(N) FS Ibs(N) m � �,_ip��_�'' Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,Xt 486(2162) 213(949) 2.28 323(1436) 0.664 . . • . . . . . - - :�UNIRAC9 - AHfL➢LNOOPCOMPNNY 'SolarMount Beams Part No. 310132C, 310132C-6, 310168C, 310168C-6, 310168D I 310208C, 310208C-6, 310240C, 310240C-B, 310240D, 410144M, 410168M,410204M,410240M Propertles Units SolarMount SolarMount HD Beam Height in 2.5 3.0 I . Approximate Weight(per linear ft) plf 0.811 1271 i Total Cross Sectional Area in' 0.676 1.059 . � Section Modulus(X-Axis) in' 0.353 0.898 I Section Modulus(Y-Axis) in' 0.113 0.221 �I Moment of Inertia(X-Axis) in° 0.464 1.450 I � �Moment of Inertia(Y-A�cis) in° 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0254 0.502 ' . �; �e 3, � ,� ..-:,. , ,�;:u�: A �« ��t`��Vn,�''� Sy`� , .�, "�5" '�' ' g�. � SLOT FOR T-BOLT OR 1.728� SLOT FOR T-BOLT OR lIa" HIX HEAD SCREW 1/a"HEX HEAD SCREW 2X SLOT FOR � SL07 FOa - BOTTOM CLIP 2.500 B�nOM CLIP � � 3.000 1316 � SLOT FOR 1.385 3�" HEX BOLT SLOT f-0R � 3�" HEX BOLT 387�750 I 1.20� Y . . . . . , Y, 1�1.875 .. I � � i—s x {—►x SolarMount Beam SolarMounE HD Beam � � Dimensions specified�in inches unless noted . 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"$.n ` , F+ _ � � �t��pUCpo7�e►se TI1E ENERGY PRODUCED BY Tt1E PV SYSTEM 511ALL BE WTERGONNECTED WITFi Tt1E y�Y�n � �. .�,r� � 3 �,�i `,�,'"`E`;M,„ � "n,e:s`^s�t�� _, ' �, �� . • P�G�4C1-��1��, � UTILI71'GRID TFiROUGhi TF1E EXISTING ELECTRICAL EQUIPMENT AT TF1E MAIN SERVICE ��K` � ,. ,� [.} �.�a°' � SCI�I�C�LI�I� - PANEL NO BATTERIES. � � "" � �y� h ,„, ��,,,��f .. �' � ,��.. �. � a '� REVISIONS . � � •�, a oesrwPrioN onr=_ �v SHEET INDEX ,�,�«'"" �="° "��0. ` ' �� „^ua;�5� ° � ", :.��;; oR��NA� 4,Z5,2��< A � s� _� � ' .��„�:,,�5�— .�r TI .0 COVER g Y�" h'X �� . °�:3 s A� ' ur ' re�t� � _ � , � ' S 'g,:�', A1 .0 SITE PLAN # PV LAYOUT � �#W� ;,,�' =� `k ^� s �.;�.; " A2.0 MOUNTING � RACKING MEr110D ;S�.,S� �..-w • 3w�e,:, , r°`" `` 4 g ' ''�, "_ F I .O ELECTIZICAL DIAGRAM �4`� c.+� � ' r �,°�.` �rf�n�4 unw�+m�t> .. . � . , . L, k �' �: x�.«r.�. ... . �_ .-$�_^mt ,`��. s:.,. Kt ;. x�nars�+r°. . . : _� , �.. �7. h. � . - r. - � c a� � .,� q vhTi..,. ' +R< f�- .. °. ,'{ . lt...wwrv+..Y . CV^ . 3 .}� f.ft na� '� � :A;^.� . } ;- .' �p'`.'€y •� v,t�d,. * ,.da e . . ^ �; .+'`�'�* ; � �'. s W:wxs�Ner� '� . . , . � ' GOVERNING CODES • � � � r. . ��- : �'< vp �<. ��9<x�� } � .`� . � ¥, a+� -g ' � *`�`� 2014 NATIONAL ELECTRICAL CODE ' � + ' �f^'' e � < 20I 2 WTERNATIONAL BUILDING CODE n�' � y �s} 's : ' � � � � Contractor: tlt`la�xi �r UNDERWRITERS LABORATORIES (UL) STANDARDS . ��_' �. � -�a � � ""'�` " - �� .� ��f;%�"''�^ �`I�� ' OSF1A 29 CFR 191 0.269 � "oror � ' „+� '�ca��c �s . �� "�"B .> ,!� � t ' "�z � :s� .�. .i�2`/ s i � ,�.�n k a 't r. . . . i'aie•.Lf`YeT�. :7� ��.4 � .� m 5�.'�� 'a�r . . e ,rfg - "e4 ��" pF� , �//�``` - { � � P :_ = � � '; , � . �'��- ,..��" RGS ! ENERGY ... � . - .. ' �. ,$ . � � N..�: v+ °� ��., ,�xon�?'..+ , nassx_, ;`'J � . .. 51TE SPECIFICATIONS � ' ' � < «� , ,-•- ° �1ed�POWefa�R��s��a, ,�:� ,�� OGCUPANCY: II - SINGLE FAMILY DWELLING ' - ku� • '' �"�' � � '�°"°'"` ;.� �� ;� "�, �y� . ' �� "`�"� RGS EN ERGY �I DESIGN WIND SPEED: I OJ MPI1 . � � � , Y � a � EXPOSURE CATEGORY: B VICININ MAP ' 833 W 50. BOULDER RD. �RouNo sNow �o,ao: 4o PSF � PROJECT LOCATION - �ou�sv��e, co aooz�� P 714 9194171 � www.RGSEnergy.com r : N�� I � � � � ��£ �.� � � �,;� . ,, �M, x �� -,�=�� , ��: �. � ' „3��»` r. � � � Pro�ect: ,�� . . w�,?.. ' ' i . H �: , � BARR RESIDENCE � '�, <�"� �A ' � ' � 40 SUMMIT AVE � � �'"4 � �il� � SALEM, MA O I 970 � � *� f � UNIQUE JOB ID: I OI 22397 ''a. � .6��. ' II ` � � I..: �'��' �� ', Sheet Title: � t,^-��,� � ;, COVER ry � M.�.. � :. ,'*'` .. `.S Sheet Number: �' =. � TI .O • t;,�>#+w , Sheet Srze: - . 4 � AN51 B — I7" x I I " � ..Y, _ -�� Engmeering Apprwal: . � r��.'`s' �� . ,._..- ,4 .$'� .. '�.p"-. . AGRIAL�.+'�'� �� CONSTRUGTION SUMMARY CONSTRUCTION NOTES �si�NnNoow�riNcar: N VAN RIVERA '�1�' ' I .) (8) RENESOLA JC250M-24/Bb-b PV MODULES, TOTAL 2.00 kWstc. I .) ALL EQUIPMENT SIIALL BE INSTALLED IN ACCORDANCE WITi1 THE MANUFACTURER'S qpeppppqOpO` , 2.) (8) ENPFIASE M21 5-60-240-52x MICROINVERTERS, TOTAL: I .72 kW AC. INSTALLATION INSTRUCTIONS. �p npppopppe �v UU��qlaRioilqo, 3.) (26) ATTACfiMENT POINTS @ 36" O.C. MAX. 2.) ALL OUTDOOR EQUIPMENT 511ALL BE RAINTIGIIT WITFi MINIMUM NEMA-3R RATING. � , „ „ 0 , , ,.,� 4j ROOF AREA: I550 SQ. Ff. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE rICLD VERIFICATION. � — SCI�ISOLI�� ' ARRAY AREA: 140 SQ. FT. 4.) ALL CONDUIT RUNS SUB,IECT TO CFIANGE, AND 511ALL BE PER 201 3 CA. FIRE CODE. ARRAY COVERAGE: 9 % KEVISIONS , DESrf�IF'TIDN DAT= REV 190� OPJGINAL 4/25/2014 A 33°IPITCii DRIVEWAY r 0 0 0 GARAGE ROOF contractor: 0 0 0 0 ��1��I� I s f AC DISCONNECT '�/,`�` 54.zs �n I 19.25 �n � RGS I ENERGY - � qean Powec BriRM1�SavinRs. RG5 ENERGY � 833 W SO. BOULDER RD. � � . N LOUISVILLE, CO 80027 c P7149194171 � www.RGSEnergy.com � -1 � � rn 3/4" SCF140 PVC W EXISTING TRENCFi Pro�ect: . BARR RESIDENCE 40 SUMMIT AVE � � SALEM, MA 01 970 . UNIQUEJOBID: 10122397 . heet Ltle: SITE PLAN � PV LAYOUT JUNCTION BOX PV METER (BASEMENT) . Sheet Number: o a A I .0 o e o MAIN SERVICE PANEL (BASEMENT) � ' UTILITI' METER heet Size: 39.25 in N o 23� Prcr, ANSI B - I 7�� X � � ° . aj o► AC DISCONNECT — 32.00 in 0 0 — o p o � o TYP. Engineering Approvai: ATTACFiMENT POINT I-- a tt —�-� 8 fr —{---- i s tt --� SUNROOM ROOF PV MODULE , SCnLE: i" = 8' GENERATOR �__ � STRUCTURAL NOTES: . DESIGNANDDP.AFTINGBY: � VAN 121VERA�'I� ARRAY DEAD LOAD NOT TO EXCEED: 3.5 LBS/SQ FT ' ROOF POINT LOAD UP: I 26 LBS �qeeaaoeaoaa IIpp t]oea9�e�a R1�DuS?liC1QQOAaf� " ROOF POINT LOAD DOWN: 443 LBS S�I�ISOL/�I� STI2UCTURAL CONDITIONS: 4.50 m REVISIONS GARAGE ROOF: 2 X 8@ I 6" O.C. oescwr�rioN oare rzEv OkIGINAL 4/25!2014 A SUNROOM ROOF: 2 X I 2@ I 6" O.C. t�,'�� R G��+�Cy`-�t^S',�'� � 6�� G � �pG� � Contractor: 2 X � �� ,, +��j� . i�/,`�� RGS � ENERGY GOMPOSITION ROOF ��==�P�w<�a��a��sa��e.. SOLARMODULE RGS ENERGY . 833 W 50. BOULDER RD. � LOUISVILLE, CO 80027 . - P 714 9194171 � www.RGSEnergy.com GROUND WEEB � MouNTiNG rtnErnoo n MODULE CLAMP PLYWOOD SGA�e: i" = 8" � UNIPJ�C SFIEATIIING Pro�ect: � 4 m +— 8 m . —I- I 6 in --i - SOLARMOUNT F�'AIL BARR RESIDENCE �� UNIRAC L FOOT , 40 SUMMIT AVE SALEM, MA 01 970 UNIQUE JOB ID: I 01 22397 ECO-CP-SQ Sheet Tit�e: coMPRessioN MOUNTING � BRACKET ecoFasreN �F- i RACKING METIIOD PtA5t11NG . Sheet Number: A2.0 RAFTER . heet Size: ANSI B - I 7" x I I " 5/I 6" x 4" 55 LAG SCREW MIN 2- I/2" THREAD PENETRATION Engineermg Approval: SEALED W/ CIIEMLINK M I (OR EQUIV.) MOUNTING DETAIL �� SCALE: I" = 4" � 2 in +— 4 in �-- 8 in --j ��`�� RGS I ENERGY //1` Clean Power.Bright Savings. F AprIl 29,2014 City of Salem Building Department 120 Washington Street,3�d Floor Salem,MA 01970 Hello, :. I have enclosed a building permit applicafion, applicable fee and supporting documents for a residential 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 self-addressed stamped envelope to send to us. Thank you and let me know if you need anything else, i • � I), I) a"Y Kim Hendel Operafions Specialist . � RGS Energy . � � � �32 Taugwonk Spur Road,Al2 � Stonington CT 06378 � Ph 560-535-3370 Fax 413-683-2225 � kimberly.hendelQRGSenergy.com . . - 32 "faugwonk Spur,Fl12,SLonington, C'I'06373 I [el. SC0.535.3370 I fax 413.683."L225 I RGSGner{,ry.com