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11 AMANDA WAY - BPA-15-39 SOLAR O'l �20�� / � �`I 7 �� The Commonwealth of Massachusetts ° Board of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 R�CEIV�D ALEM .,� �(�EGTIONAL SER �e�,�atiraYzo» Building Permit Application To Construct, Repair, Renovate Or Demolish a � One-or Two-Family Dwelling _9 A { 2$ ,�^ This Sec[ion For O�cial Use Only �� I Building Permit Number: Date pplied: l� �i l 1N 5 � � Building Official(Print Name) Signature Date ,� ^� SECTION 1:SITE INFORMATION \� 1 1.1 Property Address: �� Amanda Way 11�A9 sessors Map&Parcel Numbers "� 0324 1.1 a Is this an accepted street?yes X no Map Number Parcel Number , 1.3 Zoning lnformation: 1.4 Property Dimensions: R residence-no change Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) � I 1.5 Building Setbacks(ft) n/a Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zonc? Municipal � On site disposal system ❑ Check if yes0 SECTION 2: PROPERTY OWNERSHIP� 2.1 Owner'of Record: James&Katie Fleuriel Salem, MA 01970 Name(Print) City,State,ZIP 11 Amanda Way 978360-9255 fleuriefj@icloud.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKz(check a11 that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units O[her L4 SpeciTy: solar BriefDescription of Proposed WorkZ: Installation of a 6.16kW roof mounted solar array using 22 SolarWorld SW280 Mono modules, 22 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: OfScial Use Only Labor and Materials L Building $ 6,000 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Eleclrical $ Z3,000 ❑Total Project Cost�(Item 6)x mul[iplier x 3.Plumbing $ 2. OtherFees: $ 4.Mechanical (HVAC) $ List 5.Mechanical (Fire $ Su ression Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Projeet Cost: $ 29,000 p Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 ConstrucNon Supervisor License(CSL) 101487 11/7/16 Gary Beals License Number Expiration Date Name of CSL Holder 61 Turnpike Road List CSL Type(see below) No.and Street Type Description Ashby, MA 01431 U Unrestricted Buildin u to 35,000 cu.ft. R Restricted I&2 Famil Dwellin �Gity own, tate,ZiP M Mason RC Roofin Coverin � WS WindowandSidin SF Solid Fuel Burning Appliances 8-855-8568 gary.beals@rgsenergy.com I Insulation Tele hone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 162709 4/6/15 Alteris Renewables dba RGS Energy HIC Registrntion Number Expiration Date �� HIC Company Name or HIC Registrant Name 32 Taugwonk Spur,Al2 kimberly.hendel@rgsenergy.com No.and SVeet � 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 CompensaGon Insurance a�davit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building pemiit. Signed Affidavit Attached? Yes .......... C� No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of We 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 � /5 Print Owner's Name(ElecVonic Signature) Date SECTION 7b:OWNER� OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under[he pains and penalties of pequry that all of the information contained in tt�is application is true and accurate to the best of my knowledge and understanding. �;'�h �,( �� _� p tL��t'Q�`a""f � 5 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building pem�it to do his/her own work,or an owner who hires an unregistered conVacror (not regis[ered in the Home Improvement Con[ractor(HIC)Program),will not have access to the arbitra[ion program or guaranty fund under M.G.L.c. 142A.Other important infortnation on the HIC Program can be found at www.mass.eov/oca Information on the Consuuction Supervisor License can be found at www.mass.eov/das 2. When substantial work is planned,provide the information below: Total tloor area(sq.ft.) (including garage,fmished basementlattics,decks or porch) Gross living area(sq.ft.) Habitable room count 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£or"Total Project CosP' ,:`,y1�� RGS I ENERGY ` A�+�, Clean Powar:Briq�l Savings. � Property Owner Consent Form • Owner: � C��`^Q S � lC'.�.t�l e�� .� ( � Address:' �( /�M0.�. �a W�,+�I ' Town: �"�12V''� State: M� z�p: , Gi��a Phone: I� �6U �� - , I hereby give permission 4o RGS Energy and their representatives to pull the required permits for a solar instailation on my property. .%*"`' I ! „ —' � ' � Property er Date 327'ou�vonkSpur,Al2,Stoniugton,CfOti378 � toI.86U335.3370 I fasA13.6N31225 � Rt75f��xr�.4nm � k August 8, 2014 To: Code Enforcement Division From: James A. Manc, Jr. P.E. Re: Engineer Statement for Fleuriel Residence, 11 Amanda Way, Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof 1 (one layer shingles): 2" x 10" rafters at 16"o.c., having roof slope distance 18'-1" with rafter span I S'-0", pitch 40 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 rafters at 48" sp. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. ��A�� Sincerely, Sr�oF Mnss�c c`' y F, L� � �,ESA.M�RX.J0.. ��N � f CIVII. � N�.'dG3[�`' L James A. Mant, Jr. }� Tr<:is��c� Professional Engineer °'`Fs��Nn�``% 8/B i'f MA 36365 P�t`' 10 High Mountain Road Ringwood, NJ 07456 cc: RGS Energy August 8, 2014 � To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Fleuriel Residence, 11 Amanda Way, Salem, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing Roof I (one layer shingles): 2" x 10"rafters at 16"o.c., having roof slope distance 18'-1" with rafter span 15'-0",pitch 40 deg.; for mounting of solar panels and their installation will satisfy the structura] roof framing 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 Eco-Fasten Green-Fasten and CP-SQ Bracket located on the center of the rafters and wili be securely fastened to the rafters at 48" sp. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been designed for wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, p,pA�.d. �'�oF Mnsy,� � ��'P� � y�in � � M�PX,.1V7. ��:�� J�MFS�. m � C�V11, James A. Marx, Jr. � NO '��5 0 �, � � Professional Engineer 'O�� F<:,s��``�c> FFssioNn�� MA 36365 ��a � � �7` 10 High Mountain Road Ringwood,NJ 07456 Icc: RGS Energy , FOR CONSTRUCTION ��,P/ea %/l�0� . RGS , ENERGY . Clean Auwer.8ngh;Samngs. • � 32 Taugwonk SpL.r;Al2 i� Stonginton,Cf Q6378 � Phone(860)535;3370 i Fax(413)683$Z25 i , s ;=: :�.. ,� cRio-n�m � ,; .;.,. q,y m ' ``'� ' ' '� • `° qNpq PHOTOVOLTAIC SYSTEM . :.' i < .;�..i.;::..; ' [y,q y 6.160kW DC�STC �� '`„'�;::�' . % �.;: :.",% ' FLEURIEL,JIM / .�. 11 AMANDA'�VVAY ;" 'r'.,`. SALEM, MA 01970 : ; r. ,� ...'�::; Project# 10136768 Equipmerrt Location#1 : �� '' � • oesicNee Efik Me`yt (E)Utility Meter , (E) Main Service Panel � aE��a: Mike Morrison . . (N) PV Interconnection Breaker(s) � �� VERSIONOATE 20�4-�Z-�7 (N) PV AC Cembiner Panel � ,' RevISIOrIS (N) Enphase RGMeter � d � (N) Locus Monitor/Meter ; i # BY �ate Notes (N) PV Pro,duction Meter ; ; , i i i i � � 2 i i / � 3 / / � / 4 / . / / / 5 / / / / o � (N)PV Arnay: �' � 22 Solarworld Plus SW 280 Mono Black Modules � �� AsphalUComp. Shingle F2oof % �� 2"'X 10" Rafters @ 16"O.C. � / Pitch.40° ; ; Azimuth:3I10° ; (E)Single Family Dwelling � i . � � o > � o � i � � � x � � 8 i i i i , i i m / / a C / s � m Equipment Specifications: ;� i Module: (22)Solarworld Plus S�lV 280 Mono Black ` ; a InveMer t (22) Enphase Energy M250-60-2LL-S22 �` � � P � Radking: UniRac SolarMount � E Pro e Line Atta¢hment Fiashing: Eco-Fasten Green-Fasten with i CP$Q-Slotted Bracket and Aluminum Flashing _ / � ' o Roof`Specifications: �� Robf 1: i AsphalUComp. Shingle ' i �E 1/16"= 1'=D" (�ingle Layer) � . 2"x,10"Rafters @ ' �s°o.c. '° x SITE PLfAN , PitEh: 40° � Azimuth: 210° �`�� Arr�y Size: 22 Modules W E NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES PV-A01 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION g FOR CONSTRUCTION ' �a,a0/s - PV ARRAY 1 -MECHNNICAL LOADS � ' '��` ar,ray Area: 399.5 N' Total Photovoltaic Dead Loadc 2 98 Psf RGS Array Weight: 1189.TIbs Avg. Dead Load perAnchor.., 142 1bs EN ERGY Arc¢horQry.: g4 GWan?ow¢r.6ngh:5avingn. Design Values by Roof Zone: Comer Egde �nterior . 32 Taugwonk spnar,ni2 Stonginton,Ci 0.6378 Max. UniRac R�il Span: qg in. O.C. 48 in. O.C. 48 in. O.C. Phone(860)535-3370 ......................... .......................... ..............._........ Fax(413)653-2225 IVlax. UniRac Rail Cantilever: 16 in. Q.C. 16 in. O.C. 16 in. O.C. ......................... .......................... ......................... Adjusted Anchar Span: 24 in. O.G 24 in. O.C. 24 in. O.C. GRID-T1E� .................:....... .......................... ............. . . .. ' Downforce Poiint Load: 202.2 Iks 2022 Ibs 2022 Ibs PHOTOVOLTAIC SYSTEM UpliftPdintLoad: _g�,� Ibs -91.11bs -74.61bs Minimum Anchor SVength: 707 Ibs 6.160kW DC�STC Average Safety, Factor: g,76 FLEURIEL,JIM ' 11 AMANDA'�WAY SALEM, MA 0r1970 >�.................................................................................................... 37,_�,. ....................................................................................................�; Project# 10156768 3 ' ` :.... �� ..... 5�_7�� .....►�............................................................. 24, $4�� ; oes�cNeR: Enk Mayr ............................................................. ' '• : [ R��A Mike Morrison •••`•••••• L • ••� • • VERSIONOTTE GO14'�2'�/ , ...�............................................. REVISIONS # BY Dale Notes i I 2 � a � 18'-116'32' s s � � S � ` x gt ... ................. ............................. ....�....................... m 3 mUniRac SolarMount Mounting Notes: z • Total Quantity of Attachments=84 a • Roof Zones are defimed by dimension, a= 3.0 ft. • Meximum Allowable�Cantilever for UniRac Rail is�the 1171a�timum Rail Spann • Racking and Attachment: UniRac SolatMount with Eco-Fasten Green-Fasten wiYh CP-SQ-Slotted Bracket and Aluminum Flashing attaChed with 5/16"x � 3-11i/2"Lag Bolt, Hex�kiead, 18-8 SSs � � • All Dimensions shovun are ro modufe etiges, inGuding 1 ita� Spacing betweeh � Mb.dules required when using the Top�lamp Method. 'i • The SolarMount Rails will extend 2-1/2 in. beyond the Module Edge in order 3/16 _ , J� li to support the End(7Pamps. P.= • UmiRac requires one thertnal expansiomigap(6 in.)for comtinuous sections of ra7lgreater than 40' in length � MODULE LAYOUT • Attray Installed accoRuiing to the UniRac,SolarMount Cod�-Compliant � Installation Manual u8r. 227.3, Pub 110616-1cc, June 2011 • Atltachment Locations, If shown, are ap�proximate. Final azljustment of attachment location m;iay be necessary�depending on fieldlconditions.All d PV-AC�2 attachments are staggered amongst th�framing membe�. , S FOR CONSTRUCTION `v��//' � Ground WEEB& 'v�t`�� Module Clamp RGS Unirac Solarmount E N E RGY g\a�k Rail wt L-foot c�s��P,.,a,.s��n�sa,,,�5. QWSS�ZB�Mo�o �e G een-Fasten With CP-SQ-Sidtted 3Stonginton,bs�aZ sh�09 Phone(860)5353370 �Comp Module(TYP.) Bracket And Aluminum Flashing Faz�413)683.2225 PsPh� �6'�'�� Rooftop R ��5� 5/16'k 3.5"S.S. Lag Bolt GRID-TiFJD , „ a w/2.5" Minimum Penetration PHOTOVOLTAIC SYSTEM ' 2°l��' � ,�!G� Sealed w/Approved Sealant @�6 6.160kW DC�STC 2�X��Ra�ets 11 AMAN DA 1NAY SALEM, MA 0;1970 Project# 10136768 1 At�achment Profile �_ Attachment Detail � oEs��ER E�kMa�, � aen�A Mike MorriSon Swle: 3/4" = 1'-0" � Scale: 1" = 1'-0' �ERs,o„�,rE. 2014-12-17 1�E"i"Mlax ��2�� REVISIONB Roof Framing PV Modwle Rail Ow2rhang ��; I-^3s,a im.--I 1 # By Date Notes � ,. I Landscape: N/A � M�V��' � A z Roof Anchor �;; "°�� &Flashing ^ �� Portrait: -13.0 in. 3 �-.J � T Landscape: N/A Soiarwodd PWs SW'280 � °� Amchors located � � Portrait: -4b.0 in. 65.9 in. s orm altemate roof �; n � � mono btack o framing members � � q .. � 1 A µ � 24"flVlax Y { ` ` T Anchor�pad S�1arMount Raii � � T � S�a ered �Attachment Deta�s —I B � -.� B j_- 3 � � Distance fromlModule Comer � Not to SCale Minimum I Maximum z Long Side,14. 9.4 in. 18.5 in. g Short Side`, 8�� N!A N/A m 'Top-Clemps CANNOr6e used an the Short d Sides of the Module m LL is° rorax �� UL A,�proved Mounting Locations a Rail Spfirz Rail Ov�rhang �— Not to Scale 1 � WEEBLug SS Washer , Madule Prame Ground Wire &Nut � e -- SS Bpit � Unirec Rail � SS Bolt � Nib '� UniYac UGC-1 � VARIES Stagger splice location� Min of 2 sup,ports ss Fiat within the eech row of module5 on eifher side of 5plu�e washer ss eoic DETAI LS with a mau s�acing of 48" Umirac Rail � R�il Splice IDetail 6 Groundin Cli & Madule � Groundin Lu & Rail PV-A�73 NOt to SCale Not to Scale Not to Scale