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30 NORTHEY ST - BUILDING INSPECTION (5) ��b'�' Ck.��aa� .��3,��r..�. �r� � The Commonwealth ofMassachusetts R �EIV /��� ��4y Board ofBuilding Regulations and Standards INSPECTI NAL��CE'S / I� Massachusetts State Building Code,780 CMR t - Revised Mar 2011 Building Permit Application To Construct,Repau,Renovate Or DemEO�t,�E 2 9 P i: I 9 ; One- or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date Ap {ied: 'l� _ / 3/( � Building Official(Print Name) Signature Date ' SECTION i:SITE INFORMATION 1.1 Property Address: 30 Northey Street 1.2 Assessors Map&Parcel Numbers 36 0020 1.I a Is this an accepted s[reet?yes X no Map Number Parcei Number 1.3 Zoning Informahon: 1.4 Property Dimensions: R2 residence-no change � Zoning District Proposed Use � � Lot Area(sq ft) Frontage(ft) . LS Bailding Setbacks(ft) n/a Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.QL c.4Q§54) 1.7 Flood Zone Informa8on: � 1.8 Sewage Disposal Sys[emi Public❑ Private❑ Zone: _ Outsidc Flood Zone? Municipal� On site disposal system ❑ � � Checkifyes❑ I SECTION 2: PROPERTY OWNERSHIP� I 2.1 Owner of Rewrd: Flora Tonthat Salem, MA 01970 Name(PrinQ � ' City,State,ZIP � 30 Northey Street 978397-1582 konthat@verizon.net No.and Street � ' Telephone ' Email Address SECTION 3:DESCRrtPTtON OF PROPOSED WORK=(check all that apply) ' New Conshvction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ AI[eration(s) ❑ Addi[ion ❑ � . Demolition ❑ Accessory Bldg.❑ Number of Uni[s Other Lj9 Specify: solar Brief Description of Proposed Work2: Installation of a S.SkW roof mounted solar array using 20 SolarWorld SW275 Mono modules,20 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. ' SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only �� Labor and Ma[erials 1.Building $ 5,000 1. Building Pertnit Fee: $ � Indicate how fee is determined: ❑Standazd City/Town Application Fee , 2. Elec[rical $ 19,000 ❑Total Project Cost}(Item 6)x multiplier x 3. Plumbing - $ 2. O[her Fees: $ , . 4.Mechanical (HVAC) $ List: � 5.Mechanical (Pire $ � Su ression Total All Fees: $ Check No. � Check Amoun[: Cash Amount 6.Total Project Cost $ 24,000 ❑paid in Full ❑Outstanding Balance Due: �l (�1 ��—rJ i O ( (� _ SECTION 5: CONSTRUCTION SERV[CES 5.1 Constructlon Supervisor License(CSL) 102054 10/6/16 � Michael Rotondo License Number 8xpiration Datc - Name of CSL Holder � 61 Gellette Road . List CSL Type(see below) No.and Street � Type Description Fairhaven, MA 02719 U Unrestncted Buildin s u to 35,000 ca ftJ R Restricted I&2 Famil Dwellin City/To te iP � M Mason RC Roofin Coverin .�A WS WindowandSidin SF Solid Fuel Buming Appliances 401-215-7056 michael.rotondo@rgsenergy.com I Insulation Tele hone � � Email addtess D � Demolition . 5.2 Registcred Home Improvement Contractqr(HIC) . 162709 4/6/15 Alteris Renewables dba RGS Energy HIC Registration Number Expiration Date HIC Company Name�or HIC Registrant Name 32 Taugwonk Spur,Al2 � kimberly.hendel r sener No.and Street @ 9 gy.com Stonington, CT 06378 860-535-3370 - Email address - Ci 7Town,State ZIP Tele hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be comple[ed and submitted with this application. Failure to provide this affidavit will resul[in[he denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ...:......�C� No...........❑ SECTION 7a:OWNER AUTHOR[ZATION TO BE COMPLETED WHEN , OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ' 1,as Owner of the subjecCproperty,hereby authorize Alteris Renewables dba RGS Enerqy to act oo my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached � ,�S Prin�Owner's Name(Electronic Signature) Date SECTION 7b:OWNER� OR AUTHORIZED AGENT DECLARATION By entering my name below,l hereby a[test under the pains and penalties of perjury that all of the information � wntained in�ap �cation is[rue and acwra[e[o the best of my knowledge and understanding. . n f1 �� J 5 I`{ . Print Owner's 6r Authorizcd Agent's Name(Electronic Signature) . Date NOTES: - 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(H1C)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on[he HIC Program can be found at www.mass.eov/oca Infortnation on the Construction Supervisor License can be found at www.mass.eov/das 2. When substantiai work is planned,provide the information below: To[al floor area(sq.ft.) (including garage,finished basemendat[ics,decks or porch) Gross living area(sq.ft.) Habitable room coun[ Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open . " 3. "Total Project Square Footage"may be substituted for"Total Project Cost" - • -- - �.�.�..,,.. ! � .,��►t,.,, • I - - RGS I ENERGY ,r�/+�`` Clian Power.brlynl Savin6s. I 1 Property Owne�Consent Form ; Owner: �lo*-u T�-Jh�i- _ , Address: ,�U N�r� �Pe�- I �` . Town: ..Sc��ern �. State: �"��' .�' t Zip: )�7� • � � . . � � � � � . q Phone: � ` `��S- 3��- �s�-Z � � . , I hereby give permission to RGS Energy and their '� representatives to pull the required permits for a solar installation on my property. . f. ��� . � ��i� . � . property Owner Date J2 Taugwbnk Spur,A 12,S�oningtpR�f 04378 � mL 8G0_SI53370 � fax 413,687.2225 � tfti4l"�.cergc cum • >��` -Tl,; i� , ,,,,,,,�.,,,,_�-„/�/, ,� � I/,,...,,,�•%,,;..ir, �" AlTicc of Cansumer Affnirs and Business Regulation ,;-.. � 10 Parl: pla:�a- Suite S 17Q B�stc�n.Mnssaehusrns 031 I d � Hamc Improve�nent Contrnctor Rcgistration Rcp�svmMti tO27C9 . tYda' piiv2is C6�Ou91bn E.ocilla5. aiNt6/5 t.i 717277 ALTERIS RENEWABIES INC MICHAEL ROTONDO - � 3Y TAUOWONK SPUF!Al2 STONINt3fON�ci 06378 � i'�wliU Atldrni�m1 rmm trrd.Naii,rermn fni��ha� ' ++• n +m��rn� ' AAi1et� NtBeti'al ' I:th(dwalbnl Irul'�nl � . ��....�....+.'.w..,F tiw.wa..r�s. ,. a: uirrH4°o.wrw�n,u.aradba+uNia.iw � -i.�r�www+i�ytnn�7waaWlpwkqfNWWeu�+yls i �RWYttY►�Ovi'v.fMTtWYfYUC`IWI MWi��Wi•�"na6i.t�u. lt9w�tlieNrow 1�ILItiJ 1�770d 1'�p4' OJ(I�v4fClMJiNrllAffiiRlHi$�e'w`ensR4iilii"bb - �«..;'6l�pinlbA� iA*A16 WMiYlQb�ana• i07iWNW•Sit7sS1?A � . np 0+ima.�1�02I1i � Pl.TE�iiS RlNEW�6tE9 YiC - +i�91.NOWN00 �, : . fSNVLI[YO"tAN(NtY1d1 ....�u�w.w.��ii..._.. � .. � . �AN�d MA��j,}0 1 M11�UiHHYj '�M W1{�1G�IYFyF . H10��YiV , _ .� x Nt�ssach�+se#�����r��at Public Safety " � � 8o�td cs#�uitci[rsq Re�utata`iarts ard Siandarets . . � +�`[�q�E1"uc17nA$iJ�1CY"4l+�r3T�: � ~ , er . � �..�. , . � Ltce�se. CS-14Z05A ^�} , �°• �� � ,�ti +{. � �ri= *�` .+ ta�� � � MIGHAELJ RO "�` ��: ' ��� y ��... � ' ' «.� . { 6l GELLE7T$Rb � ± ���. I � FairhavenAlA OPit9 � , ' �� ��� �� � � ��� a�� ,� s � � � , �✓i�r.+ .•e�..6L�► *thiti � �.XF31r8t}Cktt �fJtEHi1.155�Ot�EF� '�QJ��� .. �-- _ _ n.... i � t 1 i ,aco�zo� CERTIFICATE OF LIABILITY INSURANCE °"�,MM'°°"""", L� t/t/zo i 5 12/30/2013 TaIS CERTIF�CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATNELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POIICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOIDER. � IMPORTANT: If the certifiwte holder is an ADDfTIOP1AL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condilions of the poliey,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certiFlcate holder in liau of such endoreement(s). PROOUCER Lock[on Companies,LLC Demcr NAMEACT � 8110 E.Union Avenue PHONE Suite 700 ac No: ElAA1L Denver CO 80237 ADDRE55: , (303)414-6000 INSURERS AFFORDINGCOVERAGE NAIC# MSURERA:F'jISI S ecial Insurance Co oration 34916 tNsurseo p�teris Renewables,IOC. INSURER B:ZLC C ur � 5 1344665 dba Real Goods Sotar �NsuneR c:Jame 'ver Insuran Com an 12203 � dba RGS Energy ixsunert o:S[arr Indertmi &Liabili Com an � 38318 32 Taugwonk Spur,Uni[Al2 Stonington,CT 06378 INSURER E: INSURER F: COVERAGES REAGO01 CERTIFICATE NUMBER: I2688213 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. NON/ITHSTANDING ANV RE�UIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS . CER7IFICATE MAV BE ISSUED OR MAY PERTAIN, THE INSUR4NCE AFFORDED BV THE POLIqES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAV HAVE BEEN REDUCED BY PAID CLAIMS. 1TR TYPEOFINSURANCE � 5� POLICYNUMBER MMIDUY/YYYY MMIUD EXP LIMRS A cExena�upBiurr N N IRG200052601 1/1/2014 1/1/2015 �c oc nC DAMAGE TO RENTED MMERCIALGENE BILITY � PREMISES(Eeowurtence) E SOOOO CWMSMAOE �OCCUR MEDEXP An ona arsan X ��{J{J �_ ' PERSONALSADVINJURY $ I�OOO�OOO � . GENERFLAGGREGATE 8 O O GEN'LACaGFEGATELIMRAPPLIESPER: PRODUCTS-COMP/OPAGG O O POLICY X JEC�T L� . $ �B AUmMoeaELU1&�m N N BAP5852403 1/1/2014 1/1/2015 (EeacGaenp $ � X Al1YAUT0 BODILVINJURY�Perperson) E X A iOS NED qUTOSULED - BODILV INJURY Per eaiOeM � (] � X HIREOAIfrOS X A�T�WNED PROPERTVDFMAGE �$ XXXXXXX ' $ 7{�'}(�{XXX � C X °N��`� X ocCUR N N 000557241 1/1/2014 1/1/2015 EACHOCCURRENCE S IOOOOOOO � �( EXGESSIIAB CWMSMADE ��00020609 1/U2014 VI/?OIS pGGREGATE E DED RETEMIONE g ' B WORKERSCOMPENSATON W STATU- - ANDEMPIOYERS'LIABILIIY ��N N WCSS52�5 l/1/2014 �/I/ZO�S X TORYLIMIT ER ANYPROPRIEfOR/PARTNEWEXECUi1VE E.L.EACHACCIDENT $ OFFICERA.tEMBEftE%CWDED9 � M�p I (NantlatwylnNX) - E.L.DISEASE-EAEMPLOYE S � OOOOOO Ifyes,tleaaiEe untler DESCRIPTIONOFOPERATIONSbelaw E.L.DISEASE-POLICVLIMIT $ DESCR�f10NOFOPEFA110N51LOCA710NSIVFJfICLEB (AttaMAfARUf01,AddtionalRama�ka9cliedule,Hmorospeceisraqulred) � CERTIFICATE HOLDER CANCELLATION � SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE , - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICV PftOVI310NS. 12688213 AUTIORIZED REPRESENTATIVE For Evidence Only ar/c / !, C �V7 ACORDZS�IO'IO/OS�. . TheACORDnameantllogoarereglatereEmaAaofACORD �7 88-2010ACORDCORP TION.Allrightsreserved • � The Commonwealth ofMassachusetts Department of Industrial Accidents Office oflnvestigations � 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Gompensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apalicant Information Please Print Leaiblv Name(ausinessi0rganizac�on/individuaq: 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 employer?Check the appropriate box: . Type of project(required): 1.0 I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New conshvction employees(full and/or part-time).* have hired the sub-conhactors � � 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 mc in any capaciry. workers' comp. insurance. 9. ❑Building addition . [No workers'comp.insurance S� ❑ We are a corporation and its required.] officers havic exercised their �0.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workets' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance requved.] t employees. [No workers' � ]3.� Other solar panels . � comp. insurance required.] � 'Any applican[[ha[chccks box#1 mus[also fill out thc scction bclow showing thcir workcrs'compcnsation policy information. � t Homcowncrs who submit this affidavit indicaling thcy arc doing all work and thcn hirc outsidc contractors must submit a new affidavil indicating such. 2ConVaccors that chcck this box must actachcd an addi[ional shccl showing thc namc of thc sub-contac[ors and thcir workas'comp.policy inCocma[ion. I am an employer that is providing workers'compensation insurance for my employees. Below is the po[icy and job site � �information. . � Insurance CompanyName: Zurich American Insurence Co. Policy#or Sclf-ins.Lic.#: WC5852405 Expiration Date: 01/01/2015' Job Site Address: 30 Northey Street City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expirafion date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead ro the imposition of criminal 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 forwarded to the Office of . � Invesdgations of the DIA fo�insuranee coverage verification. /do hereby certi, nder/ e pae and pena[[ies ofperjury that the informa8an provided above is true and correct. Si�nature: ��C�`'� Date �IdS��� T� -rr Phone#: (860)535-3370 Official use only. Do not write in this area,to be comple[ed by city or town o�ciaL . � � City or Town: PermiULicense# Issuing Authority(circle onc): - � 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Othcr Contact Person: Phone#: August 6, 2014 To: Code Enforcement Division From: James A. Ma�, Jr. P.E. Re: Engineer Statement for Tonthat Residence, 30 Northey St., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer shingles): 6"x 8"rafters with 3"x4"purlins at 32" o-c., having roof slope distance approx. 12'-0", pitch 24 deg.; Main Roof 2 (one layer shingles): 6" x 8"rafters with 3"x4"purlins at 32"o-c., having roof slope distance approx. 12'-0", pitch 24 deg.; Main Roof 3 (one layer shingles): 2" x 10"rafters at 16"o.c., having roof slope distance approx. 14'-0", pitch 30 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 Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafrers at approx. 32" sp. with 5/16"x 4" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£ All attachments are staggered amongst framing members. Unirac rails will run upslope for Landscape modules. The Photovoltaic system and the mounting assembiies 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, /��#� ��{OF Mqy� :�� �C� `iP � � J�MESA.M�H%..Ili. ��` S _i r O (;NII. u� � James A. Marx, Jr. " No i��'�" - � ProfessionalEngineer �OP� Te�;,s�����°��� MA 36365 FF��Nn�` 8��y v-a�b 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy August 6, 2014 To: Code Enforcement Division From: James A. Ma�, Jr. P.E. Re: Engineer Statement for Tonthat Residence, 30 Northey St., Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Main Roof 1 (one layer shingles): 6" x 8"rafters with 3"x4" purlins at 32" o-c., having roof slope distance approx. 12'-0", pitch 24 deg.; Main Roof 2 (one layer shingles): 6" x 8" rafters with 3"x4"purlins at 32" c-c., having roof slope distance approx. 12'-0", pitch 24 deg.; Main Roof 3 (one layer shingles): 2" x 10" rafters at 16"o.c., having roof slope distance approx. 14'-0", pitch 30 deg.; for mounting of solu 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 ra$ers with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at approx. 32" sp. with 5/16"x 4" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£ All attachments are staggered amongst framing members. Unirac rails will run upslope for Landscape modules. The Photovoltaic system and the mounting assembiies will comply 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. Sincerely, �,L44�� �`.�(1F M�S1�C ���� y�, , � Mnnx,.ni a� ,� �nMEsn. �� � �Nu_ James A. Marx, Jr. � Nn.,��4�K � Professional Engineer ��F�'�c,�s��-�'��,c` MA 36365 Fs���� f/ /� viaa 10 High Mountain Road Ringwood,NJ 07456 cc: RGS Energy , '�t. . . � DE516N AN�CIC4 ' " - . . '�fIiN�6Y. . PROJECT DESCRIPTION x=�z. �� . � -� .- a� - 4 ,� �s , ��� .� .� � . , � �, � a W - � ��,,N �+,�.A.�. TI115 5.5 kW ROOF-MOUNTED Pt10TOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT tl �n � � �' q�" ` , " s� z� �� ,� �s �'° � � �_ � TF1E TONTFIAT RESiDENCE AT 30 NORTHEY ST IN SALEM, MASSACIIUSETTS. '^�^ {j��� �, � E �� �xa. ` �'x �. ''� 'a°- € �; r s�: � ��`Q��� �41a � . �'., �' a'4 �} 4� 'r'°""�.r y� ^ �,. � �" k.,� � �. Th1E FNERGY PRODUCED BY TI1E PV SYSTEM Sf1ALL BE INTERCONNECTED WITti TF1E .p�������; ,+' � �, � ,,,� �� ;,�, : , � , �, "'a � �-'�� UTILITY GRID TtiROUGFi TF1E EXISTING ELECTRICAL EQU{PMENT AT TF1E MAIN SERVIGE �!,''"��+p��� � '` .�*� � �;� � �t;j, �, �" � � : '�"� �'` . �,`�°�. � SCI�I�O�AI� PANEL NO BATTERIES. 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'i�. �..�.. . � . AERIAL MAP �� i ,i l p � CONSTRUCI"ION SUMMARY CONSTRUCTION NOTES o�si�NaN�ow�riNeer: IVAN PJVERA '�TB:"- I .) (20) SOI.ARWORLD SW275 MONO PV MODULES, TOTAL: 5.5 kWstc. 2.) I .) ALL EQUIPMENT StiALI BE INSTALLED IN ACCORDANCE WITFi Tt1E MANUFACTURER'S INSTALLATION INSTRUCTIONS. p���0p� p�a` (20) ENPHASE M250-60-240-52x MICROINVERTERS, TOTAL 5.0 kW AC. 3.) 2.) ALL OUTDOOR EQUIPMENT Sh1ALL BE RAINTIGIIT WITti MINIMUM NEMA-3R RATING. Di.poCs�Opa� (g2) ATTACtiMENT POINTS @ 32" O.C. MAX. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ���4�b1�??P��A rs, 4J ROOP AREA: I 530 SQ. F7. . - S�I�ISOL/�1� ARRAY AREA: 360 SQ. FT. � ARRAY COVERAGE: 24 % REVISIONS � oesrRiprioN DATF �v � ORIGINAL �/16/2014 A y MODULE�MOVAL B/'d2014 B N N ' . . U7 0 1 35° � Contractor: `��1/j� _ _ _ .-,����,. RGS i ENERGY Clcan powCr.BfiRM1�S�'��inRS. RGS ENERGY I I 8.75 in ��75 �n 833 W 50. 80ULDER RD. LOUISVILLE, CO 80027 o � o . 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Oefa �aa�,�e�r ARRAY DEAD LOAD NOT TO EXCEED: 3.5 LBS/SQ Ff � oofl�,apa�baa� ROOF POINT LOAD UP: S7 LBS � ��p����p��p� �d.._^�� Y � ROOF POINT LOAD DOWN: 236 LBS � • SCI�IS�I��I� ' REVISIONS . oescwFnoN onr rzEv ROOF 2: ' ORIGIN4L 7/16/2014 A ARf2AY DEAD LOAD NOT TO EXCEED: 3.5 LBS/SQ F"f ROOF POINT LOAD UP: 67 LBS , nnoou��nnovni ei�zoia 9 4.50 in ROOF POINT LOAD DOWN: 236 LBS ROOF 3: ARRAY DEAD LOAD NOT TO EXCEED: 3.5 LBS/SQ FT ' I ROOF POINT LOAD UP: I I 3 LB5 • � � I ROOF POINT LOAD DOWN: 397 LBS . GO�P�cJ��\ON R��F �P Contractor``�,�// 32„ QG• ii ` � �����5 @ /��,� 3 ,: RGS I ENERGY CIeEn Power.Bri[�t Savmgs. COMPOSITION ROOF P� Moo��E � RGS ENERGY � . � 833 W 50. BOULDEP.RD. � LOUISVILLE, CO 80027 '- ` � P7149194171 � � " � , _ _ ' . . - . www.RGSEnergy.com _ , 6ROUND WEEB # • , MODULE CLAMP PLYWOOD - ' f . 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P ..- g � _ . . ._...... . _ . .._ .....-- . . . . . a a � � � n 0 a � . � � � 0 � � ' N O W O v </ �O� � � � I \ OD � a �� <,, O v V p i+ N X O O �r O ' . � O ...I�_ O i y I i+ � 2 p � � Z � N � D C / (n A 0 / mv m — Z n D o �n 3 � v m � Z N N i 0 � � � � O n Q � � N p� n �C � -i N � � 3 �p C D o. � _ � I �, 3 � � " � v T b � N � c0 — � �. . :�i��� �.` � �{ '�� � E 4 d +r! p� ,�, GREENFASTEN'" PRODUCT GUIDE - GF-I , ,, ' �,Y Specifications � } 1�F� �'� PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be � . �� * �� �� A. Submit manufac[urers written specifications. tompatible with chosen roof application and °'�� - I.I SUMMARY - meet s ecifled ull out values as shown in load � �����. B. Submit standard produc[cut sheets. P P A. WORK INCLUDES tert data. C. Submit mrtallation inrtrudions. I. GreenFasten solar attachment bracket that 1E� { � � . D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed �v 4�q attaches directly to the roof deck ukimate and allowable load values. to accept EPDM bushing. �`��-� � 2. Provide appropriate bracket and fasteners � �'��,��.� forthe roof system. 1.4 QUALITYASSUR4NCE D. Bushing is EPDM. t (h;t B. RELATED SKTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless � �$��� I.Sedion 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM. t"�}�� 2.Section 07500:Roof ng than 5 years in the area of the project. � 3.Division I:Adminirtrative and procedural 2.3 FINISH—Mill Finish � requirements 1.5 DELIVERY/STOR/1GE/HANDLING A. Bracket is mill finish aluminum I ��1� �p3��'� � 4 Diwsion7 Thermal and Moirture Protection Inspect matenal upon delivery.Notify manufadurer ' i � � S within 24 hours of any missing or defective items.Keep B� Base flashing(choose one) t �� ��������[; 11 SYSTEM DESCRIPTION ry, g I.Mill Finish o � matenal d covered,and offthe round until installed. 'A'�°L. �� t „�. v A. COMPONENTS: . � � � ' � � F��� �� w I. GreenFasten s stem consists of aluminum � 2.Black-kynar painted � �,�i�� f a ' � �, Y PART 2 - PRODUCTS �6�„ (� ggg444� a y�' .B flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted ' 4�f .�'. 41 i .� v bonded stainless rteel and EPDM washec �'m � k ��� � � 2. Fasteners z.� /�1ANUFACTURER � t � � EcoFasten Solar° PART 3 - EXENTION � � �"� �f ' � � A.To be of inetal compatible with aluminum . � � t Fd� � '��t� 0 289 Harrel St Morrisville,VT.05661 [�',�i� '� � r GreenFasten components. (g77) 859-3947 � 3.1 EXAMINATION 'k, ��'P�fi } a B.Fasteners should be selected for � R' n www.ecofastensolar.com. � A. Substrate:Inspect structure on which brackets �� �', compatibiliTy with the roof deck #t � � ' � are to be installed and verify that it will withstand y �� �� E� � C.Fastener strength should exceed or be equal z z- MqTER1ALS . any additional loading that it may incurred.Notify "k�,� '� � g to that of the allowable load ofthe system. A. Attachmeni Bracket General Contrador of any defciencies before "�b ',� �� p �} �. a See test data at www.ecofastensolaccom � � g �"A , v 6000 Series Aluminum choose one installin EcoFasten Solar brackets. 3. Sealant if re uired b roof manufadurer '�x ^ E ( q Y �� I. F I I I B� Venfy that roof ng material has been installed ,.p,� �*��t � E to be roof manufacturera roved. t � '� o PP corredly prior to installing solar attachment bracketr. ��,�,;M • -'� - " 4. Aluminumattachmentbracket 2. L-101-3" ' � � . 3. L-102-3" o�.� 3.2 INSTALLATION �* ' B. DESIGN REQUIREMENTS: 4. CP-R x ;,�- '' '� ' P . � � A Comply with architectural drawings and r u, I. Bracket s aan to be recommended 6 5. CP-SQ �*"' o� P g Y project engineers recommendations for location "� �� � roecten ineer. � 6. SL-102-6" . ' " ' `' ^ P � g Z Z-101 of system.Comply with Manufacturers written �! o� 2. Install a minimum of one fastener assembly i � �°g' k' 8. Custom installation instrudions for installation and layout. . { , t �, � 3. It is important to design new structures or � 6 } i , o assess existing strudures to make sure that � � �`'�" (,t'' � �'" � � they can withrtand retained loads. , Y `h�c� it}. ` � .� � ' a ��;�a� f n u, � - � �7 � �, Ek � OOEw(arten5oloraOAllronrerrtpm[eaedvndermpyrigh[Nlrighssreserved02/Ib/11 � SEC.S-I (F r � �� � ��'�. ' ��� � � . S .H yt :# . . _ . �,��' `�v�� ' . !N��.`, .. GREENFASTEN'" PRODUCT GUIDE - GF-I �' � ��' American Wood Council Lag Boh Pull-Out�alues ..n...,,',..- . . . , ,�. ��� � a :�4 .�. �: ,.;. { . 9:` , �1��a r��. . . . p�� . . a• � � � � �� i� Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) ,!�".� .t' � . - Lag screw specifications � wR ��� Specific ' � .�' � 5/I b"shaft�* � _� � �gr• Gravity f� ,, per inch thread depth b� �� p'E��'k� 1��+�� °�' Douglas Fir,Larch .50 266 � M` ,�kk�t� 3� ii w �, �� �, i; � Douglas Fir,South .46 235 . . a �� , , �R�� v . Engelmann Spruce,lodgepole Pine .46 235 #�����`tg � � (MSR I650 f&higher) �F � j � , ', � � Hem,Fir,Redwod (dose grain) .43 212 � !�� c� ' ;��. �o - Hem,Fir(North) .46 235 � �. .f� .� v � .Southern Pine - .55 307 Thread �' �y � Depth - � � �� ._ �'�� e o Spruce,Pine,Fir .42 205 � g � , ; , �. (� � v Spruce,Pine,Fir .50 266 , . '� !F p `� � � (E of 2 million P51 and higher «' ��` ' o grades of MSR and MEL) „ tv v ' ^ §, � m r aa�'"'r. fe� m . . K� I5 m � � m n n I� R . i W � , y�, � } � .. t37 �a . I i ���� `. p � � . . ' F � • �iwj Y � ��q�'�t �s' �� � O ' . _ �/F#.� '4�3 �i � w . r� � � �l' ��... '� ._ _ � . . . . y��� o emFane�so�o,o a�m�re��pmaMee��ae.�op�,B6e AI�nghc�re:e.ved. oznen� Sx.6-� l ft� 1� i - • � � • . . . . - - :.UNIRAC • • n wm c,reouvmMPnuv SolarMount Technical Datasheet PubN0818-itdW.OAugust2071 � � SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer ' Bottom Up Clip material: One of the following extruded aluminum I Bottom ' „ Nuf (hidden..se . alloys:6005-T5,6105-T5,6061-T6 Up Clip �o • Ultimate tensile: 38ksi,Yieid: 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 authoriied UNIRAC documents • Assemble with one '/."-20 ASTM F593 bolt, 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 part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory �"r""" ' ' • 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 i 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) 2.28 1038(4615) 0.662 �. .t ��1 Transverse,Xt 1128(5019) � 329(1463) 3.43 497(2213) 0.441 L..,�X O � � �� Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a . . . . . . • . . - - .° UNIRAC . ninoir,nnurronnnnuv SolarMount Mid Clamp ' Part No.302101C,302701D,302103C,302704D, � 302105D,302106D na Bolt • Mid clamp material:One of the following extruded aluminum Mid �a e Nu alloys: 6005-T5, 6105-T5,6061-T6 Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or DarkAnodized � ' • Mid clamp weight:0.050 Ibs(23g) . • Allowable and design loads are valid when components are assembied according to authorized UNIRAC documents I • Values represent the allowable and design load capacity of a single I 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'/,"-20 ASTM F594 serrated flange nut � Beam • Use anti-seize and tighten to 10 ft-Ibs of torque � Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- � _ party test results from an IAS accredited laboratory i Applied Load Average -Allowable Safety Design Resistance �.mon'°�a'^-`-�- Direction Uitimate Load Factor, Load Factor, BPtYh�—MOp1tE5 � (� ! �_— Y� Ibs(N) Ibs(N) PS 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,X± 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, � . � 3020030,302004C,302004D,302005C;302005D,� � � � 302006C,302006D,302007D,302008C,302008D, � � 302009C,3020090,302a7oC,3o2011C,302012C • End ciamp material: One of the following extruded aluminum alloys:6005-T5,6105-T5, 6061-T6 , ��—olt � Ultimate tensile: 38ksi,Yield: 35 ksi Finish:Clear or Dark Anodized • End clamp weight: varies based on height:—0.058 Ibs (26g) k d 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 capacity of a single end clamp assembly when used with a SolarMount series beam to relain a moduie in the direction indicated • Assemble with one Unirac'/,"-20 T-bolt and one Y:'-20 ASTM F594 eea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to Y part 1 section 9 of the 2005 Aluminum Design Manual and third- � party test results from an IAS accredited laboratory Modules must be installed at least 1.S.in from either end of a beam �i X • " � �+� �s i Applied Load Average Allowable Safety Design Resistance ��HUN � Direction Ultimate Load Factor, �Laads Factor, ,�,� �T�i�� Ibs(N) Ibs(N) FS Ibs(N) m `h'M i �I Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 r�sf Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 � �. � � Sliding,Xt 142(630) 52(231) 272 79(349) 0.555 Dimensians specifled=in.insdes-ualess-nated � , , . , . . . . - - :.UNIRAC , 4 Hill l GNOUP fDM�'AHY SolarMount Beam Connection Hardware SolarMount L-Foot P@rt 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:Clearor 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 � UNIR4C documents � L-Foot • For the beam to L-Foot connection: � � . •Assemble with one ASTM F593'/a'-16 hex head screw and one errated � ASTM F594'/a"serrated flange nut Flange Nu . •Use anti-seize and tighten to 30 ft-Ibs ot 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 � ao� Applied Load Average Safety Design Resistance n�aorwa Direction Ultimate Allowable Load Factor, Load Factor, �i"wOMf�� , � � - Ibs(N) Ibs(N) FS Ibs(N) m �, , �_=p� ��p-'�" Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 . � Tension,Y+ 1859(5269) 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) 228 323(1436) 0.664 a i � . . • • - . � . . �°�N � RA� � N HIUIGHUUPCOMVM1NV , SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-6, 310240C, 310240C•8, 310240D, 410144M, 410168M, 410204M,410240M Properties 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 0.221 � ' Moment of Inertia(X-Ncis) in° 0.464 � 1.450 � . Moment of Inertia(Y-Auis) in° 0.044 0.267 Radius of Gyration(X-Axis) in , 0289 1.170 Radius of Gyration(Y-Auis) in 0.254 0.502 - r.g ' SLOT FOR T-BOIT OR 1�Zg� 1 SLOT FOR T-BOLT OR . �a" HIX HEAD$CREW � , %"HEX HEAD SCREW ' 2X SLOT FOR SLOT FOR � BOTTOM CLIP 2,500 . BO770M CUP T 3.000 I 1316 � � SLOT FOR �"HEX BOLT 0 � SlOT FOR 1385 . . 3�" HEX BOLT � .387� 750 i.zo7 Y . � 1, 1.875 � / ���X Y �X ' SolarMount Beam . SolarMount HD Beam Dimensions specified in inches unless noted _ a - �►�, ` =� = RGS I ENERGY ` ///,1`` Clean Power.Bright Savings. I September 25,2014 City of Salem Building Department 120 Washington Street,3rd floor Salem,MA 01970 Hello, � I have enclosed a building permit application,applicable fee and supporting documents for a residential solar installation in your town.Please let me know if anytliing else is required to approve our permit. Once the permit is ready please use the enclosed self-addressed stamped envelope to us. Thank you and let me know if you need anything else, �`�� Kim Hendel Operations Specialist . . ' RGS Energy � 32 Taugwonk Spur Road,Al2 Stonington CT 06378 � . . Ph 560-535-3370 Fax 41.3-683-2225 � kimbedy.hendelQRGSenergy.com � . 32 Tau�monk Spur,Al2,Sfoning[on,C�I'06378 I tel. 86Q535.3370� I fax 413.(i83.2Z25 I RGSLnergy.com