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3 MOULTON AVE - BUILDING INSPECTION (2) � TC�- � ry - a ► 7 �y � -3 �z5�� _ . �, The Commonwealth of Massachusetts L SF RV��ES : `�� d Board of Building Regulations and Standards INSPECT�ON C1TY OF SALE � � Massachusetts State Building Code, 780 CMR Ap ,�e��a��11 Building Permit Application To Construct,Repair,Renovate Or De��i9H� One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number. Date Applied: � Building Ofticial(Print Name) Signature Z D e SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 3 Moulton Avenue � 27 0628 � l.la Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.q Property Dimensions: R1 � residence-no change � Zoning District Proposed Use Lot Area(sq ft) Fron[age(R) 1.5 Building Setbacks(ft) n/a Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided z 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Informallon: 1.8 Sewage Disposal System: Public❑ Private O Zone: _ Outside Flood Zone? Municipal� On site disposal system ❑ � Check if yes❑ � SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner of Record: Helen Coleman Salem, MA 01970 Name(Print) � � City,State,ZIP 3 Moulton Avenue 978-744-8313 colemah@hotmail.com No.and S[reet Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Conshuc[ion❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addi[ion ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other Li9 Specify: solar Brief Descrip[ion of Proposed WorkZ: Installation of a 9kW roof mounted solar array using 36 Canadian Solar CS6P-250P modules,a Fronius IG Plus V 10.0-240 inverter, and all associated electrical work. � SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estima[ed Costs: Qpjcial USe Only Labor and Materials 1.Building � $ 7,000 � � 1. Building Permit Fee:$ indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee 28,000 O To[al Project Cosl�(Item 6)x mul[iplier x . 3.Plumbing $ 2. Other Fees: $ � � , 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Su ression Total All Fees:$ 6. Total Project Cost $ 35,000 Check No. Check Amount: Cash Amount: ❑Paid in Full ❑Outstanding Bala�ce Due: i . SECTION 5: CONSTRUCTION SERVICES ^ 5.1 Construcdon Supervisor License(CSL) �p2psq 10/6/14 � Michael Rotondo License Number Expiration Date Name of CSL Holder 61 Gellette Road List CSL Type(see below) No.and Street Type Description U Unrestricted Buildin s u to 35,000 cu.fl. Fairhaven, MA 02719 R Restricted 1&2 Famil Dwellin Cit ITown, tate,ZIP M Mason RC Roofin Coverin WS WindowandSidin SF Solid Fuel Buming Appliances 401-215-7056 michael.rotondo@rgsenergy.com I Insulation � Tele hone � Email address D Demolition . 5.2 Registered Home Improvement Contractor(HIC) 162709 4/6/15 - Alteris Renewables dba RGS Energy HIC Regishation Number Expiration Date HIC Company Name or HIC Registrant Name . 32 Taugwonk Spur,Al2 kimberly.hendel r sener No.and Street @ 9 9Y.cam Stonington, CT 06378 � 860-5353370 Email address Ci /Town,State,ZIP Tele hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance aftidavit must be completed and submitted with this application. Failure to provide this affidavi[will result in the denial of the]ssuance 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 BUILDING PERMIT l,as Owner of the subject proper[y,hereby authorize__ Alteris Renewables dba RGS Energy [o act on my behalf,in all matters relative to work authorized by this building pertnit application. � see signed authorization form attached �� 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 information co(ai��n ,�js applicat' n is[rue and acwrate to the best of my knowledge and understanding. U�„ V GV`^ � I Print Ovmer's or Au[horized AgenPs Name(Elechonic Signature) �Date NOTES: 1. An Owuer who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvemen[Conhactor(HIC)Program),will nol have access to the arbitration progtam or guaranty fund under M.G.L.c. 142A.O[her important information on the HIC Program can be found at www.mass.eov/oca Information on the ConsWction.Supervisor License can be found at www.mass.eov/dos 2. When substantial work is planned,provide the information below: Total floor azea(sq. ft.) (including garage,finished basemendattics,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 CosP' - - � `��►/, - = RGS I ENERGY '//1``` Clean Power.Bright Savings. Apri116,2014 City of Salem Building Deparhnent 120 Washington Street,3=d Floor Salem,MA 01970 Hello, I have enclosed a building permit applicarion, applicable fee and supporting doctunents for a residenrial solar installarion 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, vlvV` � � Kim Hendel Operaflons Specialist � �I RGS Energy 32 Taugwonk Spur Road,Al2. Stonington CT 06378 Ph 860-535-3370 . Fax 413-683-2225 kimberly.hendel@RGSenergy.com l 32 Taugwonk Spur,Al2,Stonington, C'P OFi378 I tel. 860.535.3370 I Fax 413.h83.2225 I RGSCncrgy.com i � ��i, =�` = RGS I ENERGY • ��t�`` Clean Power.6right Savings.. Property Owner Consent Forvn ' Owner: �Prl/5 a� N�t�ev, �.a�ec�nl�h Address: 3 �1 o w (-�-n,� /-�-ve Town: S ,►�c.�.� State: � �} � z�P: OrR' 7o . Phone: q �K 7�`f �313 I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar , ;. installation on my property. ' , j s � /y �.� � Property Owner Date F . 32TaugiwnkSqu,Al2,5tomngloqCT06378 � 1e1.860.535.7770 � tez413.687Z225 � Rt7SF.txr@}��.t:+en = � "� �, �1�� 1�I��I�ii�ril/l/I�r�ir�/� �/� /[n.iJ�ii�iiJr//; ' z. 'c Office of Consumer Affairs ond Busmess Regulation �.:w�,¢ • 10 Park Plaza - Suite 5170 Bos�on.Mossechusens 02116 Home 1mProvement Contrsictor Registrntion Rep1�UnUan. 182708 � . 7YOe'. Pmrate Catoorelbn ' . � EsWreUon. �l8/d015 T� 237122 AI.TERIS RENEWABLES INC. MICHAEL ROTONDO ` 32 TAUGWONK SPUR A72 - -— STONINGTON, c!08376 . � l!�u1alfAddrdt�qdMumtunl.Narkrttwnforth�n@e., . dddress� Renewal Fimploa'meol t.«�fard � .c,.a �u�r�u � -.. ._- ... . �.e. r�.«.mw+.+v:w.`,v� �ar:r,.iraex� ,,,:i.AwU11Hr111'wnseeAf111nQBw{ro�qRd�finnt LkYlllttlffl�ltiil�liap�g11i1fet10tll�Wpitif�UDly ��„�MHiMPNOVfiMfiMCON1qIlCtOq M1�fun�denpTnli"ssd�te.ItfptiailMaMtn: I � �1WOn[ 1�08 ry'V�r 011ketl�Cm,{laroerAtfatn.n0 U4amsf Rei�lYl4m - .�MMlon: �iBRC1S WMtl Co�porlip� 10 F�tk PLw•Sotte 5170 « Dmtan�NA 031 i6 ALiER15ABNEWA91,ESlf� � . - , A1�Ciu8L ROTOt�O � . , . ! MMYLQS9fANWBN0i1 .;:'��,�.��. .. f CAGV&'p.w�62370 �•�errwnn7' �Mr.l�tlwtlhaulalj{nYII1Po .� ...,. .,.,.�..,—.... - ...�.. ..,.� �..�... ' ,�.. -- i �, e� � � Yn�M:t:4lMr J++M�l�+�+�'r1 R�nr MM'4 ' �},�W� . . �a xt J' !M py�y . . 4fitaAMMiM'Sg�:MN��%M.MS14n1nHrM iM�Q ♦ _- • bt i1YhHls�MSiMsz4f*'�M � .., �" �� . :.<Mwr C7Q$1Yu � " , �,,��^'�gq. YIf�1UILdW'Y11l�! ' .BKF�Iwt R IWM�tNA 17'tM .,�. { .1 � } �4 � �w � I ..i....e.er} w»^eiwi . �� ' +s+R«...�n«,�. + �pN7a�� 'u�:�: , � . � � � - !"�'��`�� . ��. a: i ' � � � The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 'i www.mass.gov/dia � Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le iblv Name(susinessiOrga��ac�onnndivid�ap:_ Alteris Renewables Inc. dba RGS Enerqy Address: 32 Taugwonk Spur Unit A-12 City/State/Zip: Stonington. CT 06378 Phone#: (8601535-3370 Arc you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 120 4. ❑ I am a general wntractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprieror or partner- listed on the attached sheet. # �• ❑ Remodeling ship and have no employce5 � These sub-contractors have 8. � Demolition ' working for me in any capaciry, workers' comp. insurance. 9. ❑Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its � required.] officers have exercised thcir ]0.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work righ[of exemption per MGL 11.❑Plumbing repairs or additions mysel£ [No workers'comp. c. ]52,§1(4),and we have no 12,❑ Roof repairs � insurance rcquired.]t cmployees.[No workers' 13.❑x Other solar oanels � � comp. insurance required.] •Any applican[Ihat checks box#I must also fill out[hc scclion bclow s'howing thcir workcrs'compcnsation policy inPonnation. t Homcowncrs who submi[this affidavit indica[ing[hcy arc doing nll work and[hcn hirc outsidc contrac[ors must submit a ncw affidavit indicating such. IContractors that chcck[his box must attached an addi[ional shcct showing[hc namc ofthc subcontrnc[ors and[hcir workcrs'comp.policy infortnation. I am an employer that is providing workers'compensation insurance for my employees. Below u the policy and job site information. . Insurance CompanyName: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015 Job Site Address: 3 Moulton Avenue City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expira[ion 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 to$1,500.00 and/or one-year imprisonment,as wcll 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 Investigations of the DIA for insurance coverage verification. /do hereby cerfi� u�r t�pa' and penalties af perjury that the information provided bove is true and rorrect. Si¢nature: � Date� L�I`�'I�"I Phone#: (a60) 535-3370 Official use on[y. Do not write in[his area,to be completed 6y ciry ar[own o�ciaL � City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: � � i i ' ' I � I . I April 14,2014 I; I To: Code Enforcement Division � I From: James A. Marx, Jc P.E. i I Re: Engineer Statement for Coleman Residence, 3 Moulton Ave., Salem, MA i. - Solar Roof Installation ! ; I have verified the adequacy and structural integrity of the e�cisting roof Main: 2"x 8" I rafters at 18"o.c.,having roof slope distance 19'-4"with rafter span 14'-6",pitch 37 deg.; i for mounting of solaz 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 tails will be anchored to I ' the rafters with L-foot supports with Ecofasten GreenFasten,ECO-CP-SQ Bracket and flashing located on the center of the rafters and is securely fastened to the rafters at 36" i. � sp. max. with 5/16"x 4"SS lag bolts. The mounting system has been designed for wind ' i speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members as shown on drawing A1.0". The Photovoltaic system and the mounting assemblies will comply with the applicable , sections of the Residential Code and loading requirements of roof mounted collectors. i Thereby, I endorse the solaz panel installation and certify this design to be siructurally � adequate. � - �LTH()F,y . I Sincerely, oa`� � r ✓ U� �MU's�� o= .. � �✓R � 'a N�ryVii m James A. Marx,Jr. �4 � �'2��'c, T�iBs y� � Professional Engineer �`i �T�RE° �a" MA 36365 �� 10 High Mountain Road I Ringwood,NJ 074% I . I cc: Real Goods Solar � j . , , i ; , p , April 14,2014 � i To: Code Enforcement Division � � From: James A. Manc, Jr. P.E. � i Re: Engineer Statement for Coleman Residence, 3 Moulton Ave., Salem, MA ;, - Solar Roof Installation ! ;: i I have verified the adequacy and structural integrity of the existing roof Main: 2'k 8" ' rafters at 18"o.c.,having roof slope distance 19'-4"with rafter span 14'-6",pitch 37 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. I j For the installation of the solar mounting,the Unirac Solarmount rails will be anchored to I the rafters with L-foot supports with Ecofasten GreenFasten,ECO-CP-SQ Bracket and � flashing located on the center of the rafters and is securely fastened to the rafters at 36" I sp. max. with 5/16"x 4"SS lag bolts. The mounUng system has been designed for wind � speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. All attachments aze staggered amongst fi�aming members as shown on drawing A1.0". The Photovoltaic system and the mounting assemblies will comply with the applicable ! sections of the Residential Code and loading requirements of roof mounted collectors. � i Thereby, I endorse the solaz panel installation and certify this design to be structurally I adequate. � I ' FfLTH nF . . Sincerely, o��' M� � �s .,,,,, o ,c�r;sn s� � � � . !/1! U ��R y 7� �{ � � A h��0.is � . . James A. Marx,Jr. ,� �. �'ry s y i ' Professional Engineer �%,�C�� . MA 36365 10 High Mountain Road Ringwood,NJ 07456 j . . I cc:Real Goods Solar i I ' t � � . . � - ESIGNANDDRAFfIN�TBY: PROJECT DESCfZIPTION Q NRive TI115 9.00 kW ROOF-MOUNTED Pt10TOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT �' � i s� -8 ' � .s�' 4 „ ' � v �c�� ;� „�F , �� ;� �"'"�" �*`"" � 00 dC!►pr00\r ,�u :�. THE COLEMAN RESIDENCE AT 3 MOULTON AVE IN SALEM, MASSACIIUSETTS. � � � �, � f � � » �po Dpneooas �•.� � n .�' � c� c,,,,.,�, ,,,E.F< � � c#�a�qR1A�o,a,a TI1E ENERGY PRODUCED 6Y TFiF PV SYSTEM SFIALL BE INTERCONNECTED WITI1 Tf1E � _ �C Y�.�„.., . ,� > � �„„a„.,,„ � ',�v " ,� , � UTILITY GRID TFiROUGN Tt1E EXISTING ELECTRICAL EQUIPMENT AT TF1E MA�N SERVICE �3�, � . c«,a.b ��"� '�°� � w�+% ~ y r � � > • �$ », SCPI�OLI'� ^R , PANEL. NO BATTERIES. ;` ��p`""'M � � � $�'c^ �� , 4 c-�f € �'�,„�- REVISIONS ... . ; : c,,..� in e- .a° . SNEET INDEX ' r� � ; ; t . �t, ;_� � ; � � � <�,�� ,�. . , Y�.�. oEs��FT��N oATF �� ,�� .l.ieavno ��u�'s� '«h. , T I .O COVER �` . � ° _' ' � . ; � �s- ""', � '"'-�=. � . . N�. ow�iNn� nii iizoia n , �` ' �" a�' ` �,, • ,.«,.� : .�. a , � �.. .� �, � : AI .O SITE PIAN � PV LAYOUT �^ '` s P '� � ' `� ` a *� A2.0 MOUNTIN6 6 RAGKING METFIOD ` "� �.� u ; � J�� y �tl � ` E I .0 ELEGTRICAL DIAGRAM ' , " . '' � �!` s � i� � �-:,..��„� ,:�: . - � .. ,t =, {�, q � a .W�y � � .. � - � y �, , � � . 4' - i'�� k �: � ` GOVERNING CODES � } � ,g � $ � � � � � � y �a,� � ' :.aw ,' v. ��' . aa,f.'� �� ' m»�i' . � '�: r .� . rr 20I I NATIONAL ELECTRICAL CODE �� fi'�� ' `` 201 2 INTERNATIONAL BUILDING CODE �,�v`' E�� ' �e e�� L�J� � � � � � � � p <�.,..�, . . „ � ,. ; « UNDERWRITERS LABORATORIES (UL) STANDARDS � ^' `d � �a'"�� £� � "^+*:�F, A h�- r � �; �� s � i. � a OSt1A 29 CFiF I 91 0.269 . « g.- �4�r�•w,�,,; -° "i""� :.r- � � "�y„ . `� + w""�� . ,. � �� Contractor: .?` � s,'�� . . � �,.�� . � �, � � t�'"�,`a�' +y�.,, a x w'"i +. wPs a ,. �:r, � • G,. `��. ' � ` ' " ��5�� deN r }eT � . �f .z�em-e� r m '�" _ � � SITE SPEGFICATIONS n �` y� ' • ��°`�T� € � � � � � .P ...r { �u�a� w«a"�� c� P . a.� � � � . : _ �//�`�� . s _ c^ s4eru u.",,,,.w y5 � . � . OCCUPANCY. II - SWGLE PAMILY DWELLING µ , �' g"' � , ,'� '�'s DESIGN WIND SPEED: I 00 MPIi `r"��'S' ' s, � X ` " `� c.w.. sr, ""� �� 3 �"* � "� N ERGY �� , �p„w � °,., `�� ° ,� r�R RG S I E EXPOSURE CATEGOR�': B n i �, �-.(� f, ,M,tl' ^.t_ s�iw �,w� cie,�oawe..e,iRias�.�a�,. GROUND SNOW LOAD: 40 PSF �'• � . +� � ;� ' �'" � t. ��_ �� . _ � �� '�"�� R6S ENERGY - VIQNIN MAP 833 W 50. BOULDER RD. i PROJECT LOCATION �ouisvi��e, co aoo2� � P 714 9194171 � � � www.RealGoodsSolar.com . �� . -Pro�ect: ` ` � ��^ COLEMAN RESIDENGE ' ��` � 3 MOULTON AVE � � � SALEM, MA O I 970 �� - � , . � �, �� UNIQUE JOB ID: I 01 24243 � �- �� "x'°�-� � SheetTitle: .. .� � , . � , , . , COVER A . 4 I � �* �'/�• � . Sheet Number: � TI .O , � .�� y��, x heet5ize: . �, :��,. < ANSI B� — I 7" x I I " > �, .� .. �r� � � l y �� ` Engmeermg Apprwal: f F ♦`� Y �';U �'`��"°, � ' : � ""z"= �:.. ro . , .� �,, ' *, � AERIAL MAP �� ESIGN AND DRAFfING BY: CONSTRUCTION SUMMARY CONSTIZUCTION NOTES � a � vnN RiveKa, �_ . , I .) (36) CANADIAN SOLAR CS6P-250P-BLACK FRP,ME PV MODULES, TOTAL: 9.00 kWstc. I .) ALL EQUIPMENT SIIALL�BE INSTALLED IN ACCORDANCE WITFi TI1E MANUFACTURER'S �peanpp`Opa` 2.) (I) FRONIUS IG PLUS I 0.0-I UNI INVEI2TER, TOTAL: I 0.00 kW AC. INSTALLATION INSTRUCTIONS. � CCp dC o0aa 3.) (84) ATTACIIMENT POINTS @ 3S" O.C. 7YP. 2:) ALL OUTDOOR EQUIPMENT SIIALL BE'RAINTIGIIT WITFi MINIMUM NEMA-3R R,4TIN6. � h`� C"�4��$F"�Q�t 4.) ROOF AREA: 1820 SQ. FT. 3.) ALL LOCATIONS ARE APPROXIMATE A�D REQUIRE FIELD VERIFICATION. SCI�I�QL.�lI� ARRAY AREA: 625 SQ. Ff. • � y� ARRAY COVERAGE: 34 % � REVISIONS � oes�w�rioN onTe �v . . - ' 220° PV AZIMUTf1 or��wn� an vzoi�a n- � � � � . � Contractor: 51 5.00 in `\\��' � � �►j/,`,� RGS i ENERGY JUNCTION BOX 396.00 in • ��e��Po.��a��an�sa.��a�. 3�4" EMT RGS ENERGY 35.00 in . 833 W 50. BOULDER RD. TYP. 24.50 in LOUiSVILLE, Go 80027 - P 714 9194171 � - ' � www.RealGoodsSolar.com . ' '� o 0 0 0 0 0 0 0 0 0� � � . � 65.50 m 0 0 0 0 �o 0 0 0 0 0 � . � . � . . . � � .. . . Pro�ect: , . � o 0 0 �o o �- o � o o a . o o � . . - - COLEMAN RES�DENCE - - 3 MOULTON AVE „ � , � � . � . . SALEM, MA O I 970 � - o o -o o � o 0 0 0 'o 0 0 - � . . . . . UNIQUE JOB ID: I OI 24243 1 30.00 in ` � - � � SFieet T�tle: � o � o 0 0 0 0 0 0 0 0 0 � � . , , _ . SITE PLAN 0 0 0 0 0 0 0 0 0 0 _ � _ ; � PV LAYOUT � � � heet Number: . � UTILITY METER PV MODULE A I .O MAW SERVICE PANEL ATTACFiMENT POWT QN BASEMENT) Sheet Size: PV METER (IN BASEMENT) INVERTER(IN BASEMENT) ANSI B - I 7�� X I I ° AC DISCONNECT QN BASEMENT) � � Engineenng Approval: MOULTON AVE �— 4 k —�— 8 k �— I 6 ft --I � � SCALE: I" = 8' - � � ` STRUCTURAL NOTES: vA�riNRive��N�Y. � TOTAL PV SYSTEM WEIGhT: I 805 LBS ood`oe 4ove, ARRAY DEAD LOAD NOT TO EXCEED: 3.0 LBS/SQ FT uon oa� ova� • ROOF POINT LOAD UP: 72 LBS ��A�p�� ROOF POINT LOAD DOWN: I I 8 LBS SCI�ISOLI�I� 4.50 in REVISIONS oes��r�rioN onT= rzFv �OPJGINAL 4/II/2014 A ' QF �RQ P�S��\� G�M @ \ �n O G' �� Contractor: 2 X � �p`F��S _ \��I � � ,�j`�`�� RGS I ENERGY COMPOSITION ROOF Ce'"'°""a"`"`s'""`` SOLAR MODULE R�5 ENERGY 833 W 50. BOULDER RD. LOUISVILLE, CO 80027 P 714 9194171 - www.RealGoodsSolar.com 6ROUND WEEB � MOUNTWG MEfY10D n MODULE CLAMP � PLYWOOD SCALE: I" = 8^ � � � UNIRAC St1EAT111NG Pro�ect: � 4 m ►�---- 8 in --f� 16 in -� ' SOIARMOUNT RAIL COLEMAN RESIDENCE �� UNIRAC L FOOT 3 MOULTON AVE SALEM, MA O I 970 � UNIQUE JOB ID: I OI 24243 EGO-CP-SQ Sheet Tit�e: coMPRessioN MOUNTING � BRACKET ECOFASTENGF- I RACKING METf10D FLA5111NG Sheet Number: A2 .0 RAFTER - Shcet Srze: � AN51 B - 17" x I I " 5/I 6" x 4" SS LAG SCREW MIN 2- I/2" TIiREAD PENETRATION engineering Appro�a�: SEALED W/ CIIEMLINK M I (OR EQUIV.) MOUNTING DEfAIL �� SCALE: I" = 4" � � 2 in �� 4 in + 8 in -_� � ��• � � - �� i �� CanadianSolar -- � • . - ; � � � � � � - � � On-grid Module � � CS6P is a robust solar module with 60 solar � � � cells.These modules can be used for on-grid solar applications.Our meticulous design and �. � � - � � - � - �� productiontechniquesensureahigh-yield, � . long-term performance for every module . i- � - . _ .. �— _ . produced.0urrigorousqualitycontroland . _ . in-housetestingfacilitiesguaranteeCanadian � � +� ' + � ^�� 1 Solar'smodulesmeetthehighestquality � ' standards possible. � Key Features � • ToprankedPVUSA(PTC)ratinginCaliforniaforhigher ��, APPIICBtIOf1S � � energy production � . On-g�id residential rooLtops ' � � � . On-grid commercial/industrial roof-tops • 6 years product warranty(materials and workmanship); � 25 years module power output warranty • Solar power stations ! . . Otheron-gridapplications � � � . � • Industry leading plus only power tolerance:+5W(+2%) j . � • Strongframedmodule,passingmechanicalloadtest � QU811�yC@��ITICBYBS � "�'�^�. �� of 5400Pa to withstand heavier snow load � ° • IEC 61215, IEC 61730,IEC 61701,UL 1703; �, � • Ultre reliable in corrosive atmosphere,verified by ' CEC Listed,CE,KEMCO and MCS �'��*, IEC61701 "Salt Mist Corrosion Testing" � • IS09001:2008:Standards for quality , . managementsystems '�'•�� •� ThelstmanufacturerinthePVindustrycertitiedfor � • ISO/TS169492009:Theautomotivequality ISO:TS16949(The automotive qualiry management ` managemenl system � system)in module production since 2003 ' � • QC080000 HSPM:The Certification for � , � � HazardousSubstances Regulations � � k • IS017025 qualified manufacturer owned testing lab, , � ! fully compiying to IEC,TUV,UL testing standards � � i � �,� �� . � iEc .O-C�CE c�� .,�. I s , www.canadiansolar.com i I �� r• � CS6P-220/225/230/235/240/245/250P E�@CtfICB� �8t8 . CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P-240P CS6P-245P C56P-250P NominalMaxlmumPoweratSTC(Pmax) 220W 225W 230W � 235W 240W 245W 250W � Optlmum Operating Voltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.1V Optlmum Operating Current Qmp) 7.53A 7.65A 778A 7.90A 8.03A 8.17A 8.30A Open Circult Voltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.iV 37.2V 1 ShortClrcuitCurrentQsc) 8.09A 8.19A 8.30A 8.46A 8.59A 8.74A 8.87A � OperetingTempereture -40°C-+85C , Maximum Syslem Vollage 1000V(IEC)I600V(UL) � Maximum Serles Fuse Rating 15A Power Tolerance +5 W I Pmax •0.43kPC - � TemperetureCoe(Ficient Voc -0.34%fC � Isc 0.065%(C � � NOCT . 45°C � �I �� Under5lentlertlTeslContllllons(STC)oflrraEienceo11000W/m',specimmAMl.Sandcelllemperelureo/25C � � Mechanical Data ; ._ � i CellType Poly-crystalline 3 CellArrengemenl 60(6 z 10) � � Dimensions 1638 x 982 x 40mm(64.5 x 38]x 1.57in) � � � Weight 20kg(44.1 Ibs) � Front Cover Tempered glass ' Frame Material Anodized aluminium alloy ISlandard Packaging(Modules per Pallet) � 20pcs _ � Engiheering Drawings I-V Curves (cssP-zsoP� __ _.. _ ,_ a , „ _.°d ° e I i � � � � LI I I IlI I 1 LI _ � G e �5 ?b � .� __'__ _—_' 3..n � q � v III u j_ I ^ 3 , �_ � � . —160qw/m? 5�. _ I I x —900whni � �—35C 1 A „"•",•,""I u0tlw/m : —d55� ' I — Y � I � � • —appw/mI —66C ° I � ' —_ . 0 .—��—,---r—r—. —' « ... 9 -�w,.—.. ... � . .,.i � - - Q 5 10 i� 20 5S @0 a5 9p q G iC`IS 20 3 50 J3 ro.i.< _ ] vounqeM vou�sem � .�1 'SpacificationslncluEedlnlM1isCatashaelereaubjecl�ochangewlthoutD��ornotica. "' . !�.�_ __ .. �.�_� . . . __. . . .._ ..�., _ .-. . .... —..-- �+ �... ,.�_.._.� .... _. . � _. w About Canadian Solar Canadian Solar Inc. is one o( the wotld's largest solar Canadian Solarwas founded in Canada in 2001 and was successfully � companies.As a leading ver�ically-integratetl manufacWrer Iis[ed on NASDAQ Exchange (symbol: CSIQ) in November 2006. - of ingots, wafers, cells, solar motlules and solar systems. Canatlian Solar is on Irack to expand cell capacity to 700MW and Canadian� Solar delivers solar power products of modulecapacirytol.3GWin2010. uncompromising qualiry to worldwide customers. Canadian , � - Solar's world class team of professionals works closety with � � . our customers [o provide them with solutions for all their solarneeds. � � • � � � '� °. � ' �` ` a f � �1e �,. * • �,i"- " : � �, i ti� .. � �s �, �: � • . �a 2 , k � � � � # � � � '� ' : i e �,. � : ' � � }� ' , i 4 a f �' � ' i "�" �' � '�. 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' - '..,,�., ... «.r�.n.�= - -_. . - . . � � Ecofasten Solara 877-859-3947 Committed to the Support of Renewoble Energy �-fi:;.� � a I b a a � Q $ • � y °� F N 2 ; � � � O o I+ = p N O � O i+ i+ N Ui � C� — � O � � O i+ O O � � W O O ir � � � A O i+ (.) i+ p Co � O � m m Z T P '�n'I �+ o m ; Z �7— a � Tr o o � � � n W � � c� . 3 " W � � o Fa i� ; i � 3 s T m 3 3 � � � = w m � �— n T! (� W �+. � T :p ?. � u+ O - � — � N S (p F N N � � 4 .. � f1 ' �.�� `i�,' "�ja �'", .. .� . . , _�'i �� . �� Y4c .P .p'"'__^'^S�._ ^�r� - . f � N ` _ � . 7 .. .._: f • . � " � ,n _ . , .'T -•- - ..:_ . 4��T ,i� ..� ! C " __ ..�. �. � . . ..3y . '. . . . . i _ .� , . . . �. t �,++' .... .,,. a , 4 . / I`. . t , . . . ^� i I! "..�1^"" . - . ^wc"�r w+ . � r! ' . r.. .. � fi � �dw�.. � o .� � ' ....... ...n�. _ �_ . , � � . . _ r . .. . ......�w....v-.. -.w u-.-.� �y'" . _ . •.�._ I _ � EcoFasten Solaro 877-859-3947 �ommitted to the Support o(Renewable Energy �',�i.� a � 7 � s s 3 8 a g a F a � - N O W O v </ • �O� � � � I \ � i � � I+ W I O V � V . OII N X O � ? ONO p � p i + _ � i Z � N � D C / G' .'O N � / m�/ Z n D o N v iT m Z ' � 3 N � � � � � O f? � � � . N . p� � X � � N � G� 3 � C — = � D = m C � � N � IJ 1 " C. � T d � � � " .��i�' %.� �'. . � t4 u�, �t � � �� . . r ,��' GREENFASTEN'" PRODUCT GUIDE - GF-I , � , {j e Specifications EN ' ..a- M' � t�F* `:,�^ PART I —GENERAL 1.3 SUBMITTAL B. Fasteners(may be supplied by others)to be H'�'7 A. Submit manufacturer's written specifcations. compatible with chosen roof application and � �� ' I.1 SUMMARY meet s ecified ull out values as shown in load � ��.�, B. Submit standard produd cut sheets. P P � A. WORK WCLUDES - G Submit installation instructions. test data. �;��. I. GreenFastensolar attachment bracket that D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed �. „�,� attaches direc[lyto the roof deck. ultimate and allowable load values. -to accept EPDM bushing. � 2. Provide appropriate bracket and fasteners 'y forthe roof rys[em. D. Bushing is EPDM. 0� ��" 1.4 QUALITYASSURANCE i�� F :� B. RELATED SECTIONS Inrtallerto be experienced in the installation of E. Stainless steel bonded washer is 302 stainless ;� " I.Section 07600:Flashing and Sheet Metal specifed rooflng material and snowguards for no less and EPDM. 2.Sec[ion 07500:Roof ng than 5 years in the area of the project. � \�, 3.Division I:Adminis[rative and procedural 2.3 FINISH—Mill Finish �j'�' requirementc I.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill fnish aluminum ' 4.Division7:Thermal and Moisture Protection Inspect matenal upon delivery.Notify manufacturer � �� „ . within 24 hours of any missing or defective items.Keep B� Base flashing(choose one) .�, * � � � 1.2 SYSTEM DESCRIPTION matenal dry,covered,and off the ground until ins[alled. I.Mill Finish � A. COMPONENTS: w I. GreenFarten s stem consists of aluminum 2.Black-kynar painted ��q E �' ` v Y PART 2 - PRODUCTS ��( ' , a flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted P o „� � �•�t � 'k e� v bonded stainless steel and EPDM washec z � MqNUFACTURER :; F '' ��.. ,�, 2 Fasteners o '� y� � EcoFasten Solar PART 3 - EXECUTION � A.To be ot metal compatible with aluminum 2g9 Harrel St Morrisville,VT.05661 � � � t� � r ,� � GreenFasten components. i o (877)859 3947 3.1 EXAMINATION ,� '�,; �. a B.Farteners should be selected for �yW.ewfastensolar.com. . A. Substrate Inspect structure on which brackets „', compatibility with the roof deck. l. �� are to be installed and verify that it will withstand r � C.Fastener strength should-exceed or be equal 2 z_ MATERIALS any additional loading that it may incurred.Notify g to that of the allowable load of the system. _ � � � '. � o A. Attachment Bracket General Contrador of any defaencies before , :; � .� ,, v See test data at www.ecofastensolaccom 6000 Series Aluminum (choose orie) � installing EcoFasten Solar brackets. :�,'. �� 3. Sealant(if required by roof manufacturer): � ' B, Venfy that roof ng matenal has been installed ' f;" + t� - o to be roof manufacturer approved. I. F-I I I . correctly prior to installing solar attachment brackets. � � . � � 4. Aluminumattachmentbracket 2 L-101-3" . �" I F n � 3. L-102-3" . . • ` °P` 4. CRR 3.2 INSTALLATION � , ' M B. DESIGN REQUIREMENTS: A. Com I with architectural drawin s and � ` ' „°�i I. Bracket s acin to be recommended b 5. CP-SQ P Y g � � m P g y project engineer's recommendations for location. • � projectengineer. 6. SL-102-6" � m 2. Install a minimum of one fastener assembly of rystem.Comply'with Manufacturers written �� 8. Culstom installation instrudions for installation and layout � c� 3. It is important to design new strudures or . o assess existing rtructures to make sure that '^ they can withstand retained loads. � i v � � . LL � ' Q M� '� w ; �. E �.� O&afartenSolaqqp�ntentproreaedundercopyrighcAllrighrsrezerved. 07/Ib/11 . $eC.S-� . � � � � � � ., a �� tr � I'a� ' �., ,,t 1;;i i ��j�•�4 GREENFASTEN'" PRODUCT GUIDE — GF—I 4 y American Wood Council Lag Bolt Pull-Out�alues iA � , , � �, � _�� :.;. � � ° ��1 k � �;';� � � �� Lag pull-out (withdrawai) capacities (Ibs) in typical roof lumber (ASD) � } .,��y.,,;TM � . �� cy � Lag screw specificotions � �fl,.�wi Specific p *� � �� } ' � 5/I b"shajt'� ' t Gravity � I`� � •;��. � per inch thread depth � °1 Douglas Pir,Larch 50 266 �� i, � `� ; w` i��','�� i a Douglas Fir,South 46 235 t�'� �t�.� , �'� v Engelmann Spruce,lodgepole Pine .46 p, tlt!'�� v (MSR 1650 f&higher) 235 �1 �a � �� . Hem,Fir,Redwod (dose grain) .43 212 ��;�� t� a Hem,Flr(North) � 46 235 � *'.y'-,�� :{ v � � Southern Pine .55 307 Thr� - �„`, � , �� k o . Sprute,Pine,Fir .42 205 Depth 4{�,�� ;�� v � � Spruce,Pine,Fir .50 _ 266 L � (E of 2 million PSI and higher • . � �` o grades of MSR and MEL) v ' � ^ c M ,.r' " � � d � ; m � � � I � Q � + o � Y( N 1 y LL �!` O `� W � ti 1 � +� �O EcoFasten Solo�All conrent protected under<opyrighc AII rights reserved.02/16/I I � � f. Sec.6-I . .t : , . . � . - . . . . :e�U N I RAC � AHILIIGxOUPfOMla,NV SolarMount Technical Datasheet Pub 710818-1td V1.0 August 2017 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 I EndClamp..................................................:.................................................................2 I SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 � SolarMount Beams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer ' Battom Up Clip material: One of the following extruded aluminum Bottom ,Nut (hidden..se ' 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 Bolt ' Allowable and design loads are valid when components are I assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one '/."-20 ASTM F593 bolt, one Y."-20 ASTM F594 serrated flange nut, and one '/."flat washer k r • 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 I Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, � � Ibs(N) Ibs(N) FS Ibs(N) m �i� Tension,Y+ t566(6967) 686(3052) 228 1038(4615) 0.662 Y ._,. '�� . � E Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 --�m �--►X. Sliding,Z± 66(292) 27(119) 2.44 41 (181) ' 0.619 Dimensions specified in inches unless noted , � . - __ _ . . • . - . . . . :e° UNIRAC A HILI I LNOOP COM�ANV . SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D rra Bolt ' Mid clamp material: One of the fol�owing extruded aluminum Mid la e Nu alloys: 6005-T5, 6105-T5, 6061-T6 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 mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac 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 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 ��oaT^�+�—�—= Direction Ultimate Load Factor, Load Factor, ee�w��Hno�nu I � Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Zt 520(2313) 229(1017) 2.27 346(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,3020080, � 3o2oosC,3020090,3020tOC,302ot1C,3o2o12C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 olt� � Ultimate tensile: 38ksi,reld: 35 ksi Finish:Clear or Dark Anodized End clamp weight:varies based on height:-0.058 Ibs(26g) M ' - d�p • 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 retain a module in the direction indicated • Assemble with one Unirac Y."-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 paR 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 �s �-- Applied Load Average Allowable Safety Design Resistance � ""�'""" ��, Direction Ultimate Load Factor, Loads Factor, � =-�1� Ibs(N) Ibs(N) FS Ibs(N) m �o�r ��m . Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 woue '"`d'� Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 -'-- Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified:in-inck�es.unless-noted . . � . - . . . . :e°U N I RAC� A NILi16l(OUP IOMP6NY , 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: ClearorDarkAnodized � � � • L-Foot weight:varies based on height-0215 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 � errated 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 � � �,I, Appiied Load Average Safety Design Resistance n�sorwn"� � Direction Ultimate Allowable Load Factor, Load Factor, ' �"wD1�`� .y � Ibs(N) Ibs(N) FS Ibs(N) m I' '-�- Slidin Z± 1766 7856 755 3356 2.34 1141 5077 0.646 L_z.oi._�� 9, ( ) ( ) ( ) , � 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 I �I . . . . . . . . - - :E�U N I RAC� . q 111.11 GkouP rOMrqMv " SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 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-Axis) in' 0.353 0.898 � Section Modulus(Y-Axis) in' 0.113 0.221 � 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 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 r. }_ � '� br " A� ' 2 -�'',��yy+ t h. �d.�Y Ya �r � ` i.� �' x ' 3 8 ��,,��is"wR."^ .4-> � SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1'�ZB� 1�" HIX HEAD SCREW �"HEX HEAD SCREW 2X SLOT FOR � SLOT FOR � � . BOTTOM CLIP 2.500 60lTOM CLIP � T 3.000 1 , 1316 � SLOT FOR 3�"HEX BOLT SLOT FOR 1.38� I 3�" HEX BOLT � � .387� 750 1.207 Y Y 1.675 1 � �--►X - �--�►X , SolarMount Beam SolarMount HD Beam . � Dimensions specified in inches unless noted I