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40 CLARK STREET - BUILDING JACKET � � - l �I - 13ZS ._ ' 1 � Q5 �l9 � The Commonwealth of Massachusetts � Board of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 CMR SALEM . Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolisb a One-or Two-Fami/y Dwelling This Sec[ion For Official Use O�ly� Building Permit Number. Date Appli : I � /y�/ i Building Official(Print Name) Signa[ure Date � SECTION 1:SITE 1NFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers . 40 Clark Street p� 0003 � 1.1 a Is this an accep[ed sVeet?yes X no Map Number Parcel Number 1.3 Zoning Informallon: � L4 Property Dimensions: � R� residence-no change Zonin�District Proposed Use � Lot Area(sq R)' Frontage(ft) , E 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.4Q§54) 1.7 Flood Zone Informafion: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? � Chcck if yesO Municipal O On site disposal system ❑ SECTION2: PROPERTYOWNERSHIP� 2.1 Owncr of Rewrd: Gail Fialho Salem, MA 01970 Name(PrinQ Ciry,Sta[e,ZIP 40 Clark Street � 978-265-9070 gailfialho@comcast.net No.and Strcet ' Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Conshvction❑ Existing Building❑ Owuer-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ �Accessory Bldg. ❑ Number of Units Other Lj9 Specify: solar Brief Description of Proposed WorkZ: Installation of a 625kW roof mounted solar array using 25 Canadian Solar CS6P-250P modules,25 Enphase M215-60-2LL-S22 micro inverters,and all associated electrical work.We will also be doino uoqrades as stated in structural letter SECTION 4: ESTIMATED CONSTRUCT[ON COSTS Item Estimated Costs: Labor and Materials Of'ficial Use Only 1. Building $ 5,000 � L Building Permit Fee: $ Indicate how fee is de[ermined: 2.Electrical $ 22,000 �Standazd City/Town Application Fee ❑Total Project Cost (Item 6)x multipiier x 3.Plumbing $ 2. Other Fees: $ - 4.Mechanical (HVAC) $ , List: 5. Mechanical (Fire $ � Su ression Total All Fees: $ 6.Total Project Cost: $ 27,000 Check No. Check Amount: Cash Amount: ❑Paid in Full ❑Outstanding Balance Due: m�,� ��sl � y � SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 102054 10/6/14 MichaelRotondo LicenseNumber ExpirationDate � Name of CSL Holder 61 Gellette Road � List CSL Type(see below) � No.and Street Type Description Fairhaven,MA 02719 U Unrestricted Buildin s u to 35,000 cu.ft. City/Towq,State,ZIP R Restric[ed I&2 Famil Dwellin � � �� M Mason RC Roofin Covenn -�--�Ea WS Window and Sidin � SF Solid Fuel Burning Appliances � 401-215-7056 � michael.rotondoo�rgsenergy.com I Insulation Tele hone � Email address D Demolition � 5.2 Registered Home Improvemen[Contractor(HIC) 162709 4/6/15 Alteris Renewables dba RGS Energy HIC Registration Number Expira[ion Date - HIC Company Name or HIC Registrant Name � ' 32 Taugwonk Spur,Al2 � No.and Street kimberly.hendel@rgsenergy.com . Stonington, CT 06378 860-535-3370 Email address Ci /Town,State,ZIP Tele hone � SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submit[ed with this application. Failure to provide this affidavit will result in the denial of the Issuance of the buiiding permit. Signed Affidavit Attached? Yes ..........C� No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject proper[y,hereby authorize Alteris Renewables dba RGS Enerpy to act on my behalf,in all mat[ers relative[o work authorized by this building permit application see signed authorization form attached � Print Oxmer's Namc(Electronic Signature) Date SECTION 7b: OWNER�OR AUTHORIZED AGENT DECLARATION By entering my name below,l hereby attest under the pains and penalties of perjury that all of the information con[aiq I in t i application is true and accurate to the best of my knowledge and understanding. � � � �� Print Owner's or Authorized AgenYs Name(Electronic Signaturc) Date NOTES: 1. An Ovmer who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (no[registered in the Home Improvement Con[ractor(HIC) Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at � www.mass.eov/oca Information on the Construc[ion Supervisor License can be found at www.mass. o� v/dps � 2. When substantia(work is planned,provide the information below: Total floot area(sq.ft.) � � (including garage,finished basement/a[[ics,decks or porch) �� , � Gross living area(sq.ft.)� � Habitable room count � Number of fireplaces Number of bedrooms Number of bathrooms Number of halflbaths Type of heating sys[em Number of decks/porches - � - Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substitu[ed for"Total Project CosP' �\�/, . , � = = RGS 1 ENEIR�Y �,��/,,`` C�can powtr.BiIPx�Savings. . . Property Owner Consent Form Owner: ��p. � �. �� , f � .�7_ Address: �7(/ �',Q/,t�,�t[. �� Town: Su,r.e�m , State: +h � z�P: 0147� Phone: q 7�' -Z �ns �0 70 I hereby give permission to RGS Energy and their � representatives to pull the required permits for a solar installation on my property. . f0 5 I S � P ty w er , Date 93'fmi(�r�inkypur,�l7.Nummgtnn,C"f11pJ7H � tc1.A0GS'J5.7J70 I fux4i3G8J^.223 I Rc.4tmergtc�m I f i - Ili ^� T.�f�r 1!r.�>i�air,i,ii+r�ri�� l(ri,�,iri��riJ��//J 5 z� , '� O�ce of Consumer Affuirs and Busmess Regulation ;�..�:i� • 10 Park Plaaa - Suite 5170 Bos�on.Massachuscns 021 1 G Wome lmProvemem Contrnctor Rceistration RepfaUntian. 182�09 � I „ Tvpe' P�vate Carootelbn EKoiiation �1820ts 7�s 2�777z ALTERIS RENEWABLES INC. MICHAEL ROTONDO " — 32 TAUGWONK SPUR Al2 ---- — STONINGTON, cl 08378 . 1!pJou Addteff�nd rc�um Nnt.Nnk rerwn far thnnC�. . AdArtst Rtnewal 5m Ib��deoi InuCard ,e.�o �,+�r�r .., .. ., o I I -.i. r.,,.....w..��arti.f JJ+nrrda.r � . �,.Ulikt el(w.�sm n/iYh�i�UWen�NA+41Un 4ltenu nr rt�Ci�Yslkm�MIIJ fer(ndi�iiloi nN ani} , n 6�MOitOYfiM67hCON11uC10R Mfanlhre�ptn/ivad�ie. lYfotiadrtarnw: �j��.p1btfW0�i IBI709 lyp: OffkeHfConttlmarAif�(W6titlOuiino+Rt�tiM/Ma d y�SWnlbn: U8ri0/5 PrlqteCelpoq�b- IOP�rMPini SoUr31J0 �"•.'s. � .Bn��on:\1A 03111i , .AITER�SREt�W+1Bt,ESlNG � 11 1A1 . � YlGW�96.tMiOr�O 1 11 .. . ' 26 Y'/�Q9 D1'ANWBH pp ,�:.�t�;,a_,. I . Un . . ui�vua.w.az�o '--�-�e°== t,��v+ � 1'M.ruiray� �MrdltlaUhaubxiOnYlurc i --�-•.� . ._. ...-.....� .. .. . .._.�.,..�.. �-�.�--�___..�-..... � �-R—�...�... .. . � fw a«,.;ra..w. r�ssw�..rw..m.�Mn!.t � . -�.� s \7!�ywyxr6wMtnalR.a+aaMxw.,�ui��.mt.�a� ^� � �'''�'".,�"' e,.,M�yy'rhuq�Y^+.,ny� �q. � � �. . �.�� . . ,n.Mw Cut67N� a� r �: z w�»�, � il a��r� MIPIIAYI.dilph/Vt�i S4 I � •irsIAA�.C11rko �1( � 1`dN�wHMrM1l111 �k .� eMa j�(�0 'Mwuvµ�M� �. ��:! C�o-�*Na �NWA11 i�iiJ^' w` �MAMIe�l� - ..._� . . . . . j� b ''� � . �'p ��i M ' � The Commonwealth of Massachusetts Department nf Industrial Accidents Offtce oflnvestigations � 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Co�tractors/Electricians/Plumbers Apalicant Information Please Print Leeiblv Name(t3usinessiOrga��z�c�o�/�ndividuaq: Alteris Renewables, Inc. dba RGS Enerqy Address: 32 Taugwonk Spur, Unit A-12 City/State/Zip: Stonington CT 06378 Phone#: (860)5353370 , Are you an cmploycr7 Check the appropriatc box: Type of project(required): l. X❑ I am a employer with 120 4. ❑ I am a general conffactor and I 6. ❑New conshvction . employees(full and/or part-time).* have hired[he sub-wntractors � 2.0 I am a sole proprietor or partner- listed on the attached sheet I �� ❑ Remodeling ship and have no employees � These sub-contractors have 8. ❑ Dcmolition .. working for me in any capacity. workers' comp. insurance. 9. �Building addition [No workcrs'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their ��❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL ll.❑ Plumbing repairs or additions '�, myself.[No workers' comp. �c. 152, §1(4),and we have no ]2.� Roof repairs ' insurancc requircd.]t employecs. [No workers' � ! comp. insurance requircd.] 13.❑x Other solar panels *Any applicanl lhat chccks box NI must also fill out lhc scction bclow showing Ihcir workcrs'compcnsa[ion policy information. , t Homcowncrs who submit lhis affidavit indicating Ihcy arc doing all work xnd thcn hirc ouLsidc contraclors must submit a new affidavit indicaling such.. IContrac[ors that chak lhis box must attachcd an additional shcet showing thc namc ofthc sub-conlraclors and thcir workcrs'comp.policy informalion. � . /anr an enep/oyer[ba[is providing workers'compensa[ion insurance for my emp[oyees. Below rs the policy and job site - injon�:ation. Insurance Company Name: Zurich American Insurance Co. Policy#or Sclf-ins. Lic.#: WC5852405 Hxpiration Date: 01/01/2015 Job Si[e Address: 40 Clark Street City/State/Zip: Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failurc to secure coveragc as required under Section 25A of MGL c. 152 can lead to the imposi[ion of criminal pcnalties of a ' - finc up to$1,500.00 and/or one-year imprisonment,as wcll as civil penaltics in the form of a STOP WORK ORDER and a finc � of up to$250.00 a day against the violator. Be advised that a copy of this statcmcnt may be fonvarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby rerb.f#'und r!he pains nd penalties ofperjury tleat the information provrded above rs lrue and correct. Si�nature: `'rr'�" ... �� - � Datc• 8Ig(�� u Phone#: (860)5353370 Ojficra[use only. Do not wri[e in this area,to be completed by city or taw�:o�ciaL . City or Town: Permit/License# � � Issaing Authority(circle onc): � 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector � � 6.Othcr Contact Person: Phonc#: APEX Engineering www.thestructurals.com � !.� 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 AV�Oj Teiephone:ao8.3�s2o68• apex@thestructurals.com Q►��o;c� o Wednesday,June 25,2074 5266-14 10133176 Fialho 40 C/ark C.Roberts MA � ROOF1 Panels ROOF Photovoltaic ' DC Rating: 6.25 kW Fialho, Gail 40 Clark Street � Salem, MA 01970 r' Jurisdiction: City of Salem To: Building Department, The aforementioned structure has been examined and it has been determined that the structure can support the proposed 6.25 kW PV system with modifications. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing with mid-span 2x10 DF#2 collar ties are added at rafters (5- 10d common (3"x0.148"); predrill existing members to prevent splitting) where there are L-Foot PV attachments. This framing will satisfy design loading requirements of governing codes:: MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 100 mph, exposure B, snow load of 40 PSF and PV Panel of 3.30 psf.The PV attachment at 32" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, c,ao�,a w�a s ��ZN pF A�so c . Mod�ee aama , •q UmracSolamiowt � TNOMASJ. yG �� m creen Faste�Flasn� c�i CIVIL � �"a EcacFi�uc��zw�im No.51039 ��mP'� � ECOLP-SO Compressim Bracket snc�3sss.w�sai 9F0/6TEP��,�A� �� /� w12.5'Minimum Pe�retrntion �NAL t�- � � �y ��' Sealetl wl ADP�ovetl Sea��nt Y Xa�o ctG Expires: 06/30/2016 � Attachment Detail U s�: r=,.o• APEX Engineering www.thestructuralscom !.� 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 ~AV�Oj Telephone:408.3792068 • apex@thestructurals.com �� Q►�co;°� o Wednesday,June 25,2014 5266-14 10133176 Fialho 40 C/ark C.Roberts MA � ROOF 1 ' Panels ROOF Photovoltaic DC Rating: 6.25 kW Fialho, Gail 40 Clark Street � Salem, MA 01970 ��' Jurisdiction: City of Salem To: Building Department, The aforementioned structure has been examined and it has been determined that the structure can support the proposed 6.25 kW PV system with modifications. We have veritied the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing with mid-span 2x10 DF#2 collar ties are added at raffers(5- 10d common (3"x0.148"); predrill existing members to prevent splitting) where there are L-Foot PV attachments. This framing will satisfy design loading requirements of governing codes:: MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures. The design is based on wind speed of 100 mph, exposure B, snow load of 40 PSF and PV Panel of 3.30 psf. The PV attachment at 32" OC staggered, maximum has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with. the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, c,ranw w�e s '(H QF MA nnoau+e c�,mu y��J�' SCyC uNraosaam,au,c � THOMAS J. yG ��`�"J�� YATES m cx�'Fas�'Flast'°'q: � CNIL f"i„ �j ECQGFt-BLK-812WM No.51039 ��P) -��'�`�j ECOLPSO Compression 8racket q�,FO/S7EP��ti � �'"'�'' . 5�16'x3.55.5.lagBdt w12.5'Murimwn Penetratlon �'s`S�ONALE� r .0�9��6 Sealetlw/AppmvedSea�am Expires: 06/30/2016 Yy,H oy' � �;�Attachment Detail �`_j s�:r=,.o• r FOR GONSTRUCTION �v�tl/� � � Grid-Tied Photovoltaic System RGS DC Rating: 6.25 kW ENERGY Fialho� Ga�� QeanVower.engh?Savings. 40 Clark Street 3sco�g��co�k osaisZ Phone(S60)535-3370 Salem, MA 01970 Fax(413)683-2225 Jurisdiction: City of Salem �R,o-T,Eo Sheet List PHorovo�raic sysreM Added Collar Tie Sheet No. Sheet Title s.zskw oc sTc Scope of Work: General Notes: Page Pv-000 COVER FIALHO, G��AIL RGS Energy shall install a 6.25 kW Grid-tied Photovoltaic("PV")System 1. System follows any/all Fire Code Setbacks per Ordinances of the City PV-A01 SITE PLAN 40 CLARK STREET totaling(25) Canadian Solar CS6P-250P Modules with (25) Enphase Energy Of Salem. SALEM, MA 01970 M215-60-2LL-S22-IG Micro- Inverter(s), The Modules shall be Flush mounted 2. AII projects will comply with the Ordinances of the City Of Salem. PV-A02 MODULE LAYOUT Project# 10133176 on the composi6on shingle roof and interconnected via load side breaker 3. Construction Hours: 7am-Spm Monday-Friday, 9am-8pm Saturday, PV-A03 DETAILS connecfion. No time on Sunday or legal Holidays. . oEs��Ea: EJG 4. Product Data Sheets shall be included. � V- 0 I a�e�R CR EQUIpITleftt Sp2CIfICBtIOf1S: 5. Rooftop penetrations shall be completed and sealed per code by a PV-A05 COLLAR TIE "ERb1ON°"TF 2014-0626 Module: 25 Canadian Solar CS6P-250P licensed contrador. � � 6. All Photovoltaic modules shall be tested and listed by a recognized - LECTRICAL DIAGRAM REVISIONS Inverter 1: (25) Enphase Energy M215-60-2LL-S22-IG laboratory. Racking: UniRac SolarMount PV-E02 SYSTEM CALCS # eY Date Notes 7. Certifications shall indude UL1703, IEC61646, IEC61730. Attachment Flashing: Ew-Fasten Green-Fasten with g. PV array ungrounded per AAicle 690.35. ' PV-G01 SIGNAGE ' �c e�zsnma aaaea caoa�T�e ae9a CP-SQ-Slotted Bracket and Aluminum Flashing 9. DC Wiring shall be run in metal conduit or raceways within enclosed � ' spaces in a building. 3 10. Conduit, Wire systems and Raceways shall be located as close as '�� ;w 4 Roof Specifications: Poss�bie co �a9es, n�ps, and outs�de wans. ^' Roof 1: Roof 2: 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall 5 3 Composition Shingle Composition Shingle use guidelines that minimize the total amount of conduit by taking the � « (Single Layer) (Single Layer) shortest path. � 2"x 8" Rafters @ 16" 2"x 8"Rafters @ 16" 12. Space Requirements for elecVical equipment shall comply with NEC � O.C. O.0 Article 110. Pitch: 44° � Azimuth: 205° Pitch: 42° � Azimuth: 115° 13. Equipment grounding shall be sized in accordance with Table Array Size: 19 Modules Array Size: 6 Modules 250.122. 14. Connectors that are not readily accessible and that are used in the $ $It@ $p@CIfIC8tIO11S: circuits operating at or over 30V AC or DC shall require a tool for � Occupancy: II opening and are required to be marked"Do not disconnect under " Design Wind Speed: 100 MPH load"or"Not for current interrupting", per 690.33 (c)&(e). � Exposure Category: B 15. All signage to be placed in accordance with local building code. m Mean Roof Height: '15 R 16. Signs or Directories shall be attached to the elecVical equipment or m Ground Snow Load: 40 PSF (Non-Reducible) located adjacent to the identified equipment. = Adj. Roof Snow Load: 40.0 PSF 17. Signs should be of sufficient durabiliry to withstand the environment. - 18. Any plaques shall be metal or plastic with engraved or machine v- -- �•-- - • � < All WOI'k t0 bE IIt COm pIi811C@ Wlth: printed letters, or electro-plating, in a red background with white ,-� 2014 National Electncal Code(NEC) lettering, a minimum of 3/8"height and all capital letters. y f i`� 2009 Intemational Residential Code(IRC) •` ' � # 2009 Intemational Building Code(IBC) , � � � m 2012 Intemational Fire Code pFC) ; �,�. m 2012 Uniform Mecha�ical Code(UMC) < ��„—�"'��' � 2012 Unifarm Plumbing Code (UPC) � � MA 780 CMR, Sth Edition � 40 Clark St � -inGuding 2/4/11 revisions to Tables R301.2(4)& R301.2(5) , � � �E N/A ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other � v ' � _ , ' Structures �' • ? �,; COVER As amended and adopted by City of Salem R �= +.:- . i . ;�:, °' � e _ _ , - PV—oo� �t n �� l �. �. T , T_- - - .. _ _ ___ __ _ _ _ -- - �- _ �. - FOR CONSTRUCTION ` ��,+�/' . . , e�,��`� RGS , ' ENERGY / Cfean Cower.BngM SaNm�s. 32 Taugwonk Spur,Al2 Stonginton,CT 06375 �� . Phone(860)535-3370 / Fax(413)683-2225 � GRID-TIED � (E) Driveway PHOTOVOLTAIC SYSTEM / 6.25kW DC @ STC (N) PV Array 1: � FIALHO, GAIL 19 Canadian Solar CS6P-250P Modules i , 40 CLARK STREET 19 Enphase Energy M215-60-2LL-S22-IG Micro-Inverters i SALEM, MA 01970 Composition Shingle Roof / Project# 10133'176 2"X S" Rafters @ 16"O.C. � Pitch:44° i oes�NER: EJG Azimuth:205° / • � R�E�R CR � (E)Single Family Dwelling / vERsioNonre 2014-OFi26 (N) PV Array 2: i 6 Canadian Solar CS6P-250P Modules � REVISIONS 6 Enphase Energy M215-60-2LL-S22-IG Micro-Inverters i / # BY Date Notes CompoSitionShingle � � � EJO bl2&2014 AdtletlCoDarrePage. 2"x 8" Rakers with Kickplate @ 16"O.C. / �e i 2 Pitch:42° / Equipment Location 2: Exterior Azimuth:115° � a / (E) Utilty Meter ry < s o i d / o / � � Equipment Location 1: Interior i (N)EMT Conduit Run / (E) Main Service Panel / � (N) PV Production Meter � i ��, 9„ (N) PV AC Combiner Panel o �, / � / ` i - X � o / /� / 0 v / / � � a � y i (E) Property Line a / / ` / \� / n `\ /, . I ` � � , , \ , .�E ,,,=z5� 82�_�„ �� ,/ x SITE PLAN `\ `�/ � � � W E � PV-A01 S ; � FOR CONSTRUCTION `�,Iloo PV ARRAY 1 -MECHANICAL LOADS PV ARRAY 2-MECHANICAL LOADS ��7�� Y�may Area: 337.9 ft' Total Photovoltaic Dead Load: 3.12 psf Array Area: �p6.7 ft' Total Photovoltaic Dead Load: 3.10 psf RG'S Artay W1Veight: 1054.7 Ibs Avg. Dead Load per Anchor: �g,z Ibs , Array Weight: 331.2 Ibs Avg. Dead Load per Anchor: 16.6 Ibs E N E RGY Anchor Qty.: 58 Anchor Qty.: Zp Clnan Puwer.6ngrf,Savings. 32 Taugwonk Spur,Al2 Design Values by Roof Zone: Corner Egde Interior Design Values by Roof Zone: Comer Egde Interior stonginton,ci o537a Max. UniRac Rail Span: 42 in. O.C. 42 in. O.C. 42 in. O.C. Max. UniRac Rail Span: 42 in. O.C. 42 in. O.C. 42 in. O.C. Phone(seo)sssa37o ........................... ........................... ........................... ........................... ........................... ........................... Fax(413)683-2225 NOax. UniRac Rail Cantilever: 14 in. O.C. 14 in. O.C. 14 in. O.C. Max. UniRac Rail Cantllever: 14 in. O.C. 14 in. O.C. 14 in. O.C. Adjusted Anchor Span: 16 in. O.C. 32 in. O.C. 32 in. O.C. Adjusted Anchor Span: �6 in. O.C. 32 in. O.C. 32 in. O.C. GRID-TIED Downforce Point Load: 163.2 ibs 326.5 Ibs 326.5 Ibs Downforce Point Load; 164.0 Ibs 328.0 Ibs 328.0 Ibs PHOTOVOLTAIC SYSTEM Uplift Point Load: _ 55.2 Ibs -110.4 Ibs -86.2 Ibs Uplift Point Load: 58.8 Ibs -117.6 Ibs -96.1 Ibs 6.25kW DC� STC RA3nimum Anchor Strength: 707 Ibs Minimum Anchor Strength: 707 Ibs FIALHO, GAIL Average Safety Factor: 8.01 Average Safety Factor: 7.42 40 CLARK STREET SALEM, MA 01970 Project# 10133176 38'_7" 9 20,-9" oEs��Ea EJG RenenER: CR 9� VER610N DFTE. 2Q�y'Q�Ly 11" � . REVISIONS # BY Date Notes 1"-�l d" � 1 EJG 62fi2014 AtltletlCODarTePege ----------- --------- ------------ - 23�_g�� - ------------ ----------- ----------- ' =--------- y�_5„ . ��_2„ - ----------:' z 3 a � 15'-8" s S s .=-------- ----------- --- 20�_4�� ---------- 16�_3„ 2, 4„ I 1'- . . 3'-11" - � � g =---------- ---------- — 20�_4�� ---------- ` r x o ��_3,� m m . 2 1L N Q � • Total Quantity of Attachments=78 � • Roof Zones are defined by dimens�on, a=3.0 ft. • Maximum Allowable Cantileverfor UruRac Rail isy the Maximum Rail Span • Racking and Attachment: Uni92ac SolarpN�t with Eco-Fasten Green-Fasten with CP-SQ-Slotted Bracket and Aluminum FlasFting �edwith Lag Screw, Hex Head, 18-8 SS, 5/16"x 3-1/2" Lengths � 3/16"= 1 -0' • All Dimensions shown are to madid2 edges, including 1 in. Spacing between Modules required when using the Top Cfamp Metfrod.Th�V2ails E�nd 3 in. Beyond the module edge. �y MODU LE LAYOUT • UniRac Requires one theranal e�a�nsran�p for every run of rail greater than 40' • Array Installed acwrding to the illrriRac S91arMount CodeCompliant Installation Manual ver. 227.3, � Pub 1�06161cc, June 2011 . Attachment Locations, if shown.aze�oximate. Final adjustment of attachment location may be � PV-A02 necessary depending on�d mnditioc�s.,,q11 attachments are staggered amongst the framing members. S . ,__-__� ____.—_. _—____ _—.___.___ _ _.___.__ .__.__. __... __—__ __..____—___ _ —.__- _.__--_____:.__�... �_-_--T----,. .T_--._.____—_—___ —__ —___ _.—_ � ____.- ___—__—__—_— �—� 'fOR_CONSTRUCTION .. , �l,�/�� . Ground WEEB& ��/6��0 , ' Module Ciamp RGS Unirac Solarmount E N E RGY yOP Rail w/L-foOt ciean aowe..en�n�sa�as. p56P�2 / Green Fasten Flashing: 3scongin�tonkRo53�&Z �`�g�e ECO-GF 1-BLK-812 With Phone(860�5353370 G �`on 5 RooRoe(TYP.) ECO-CP-SQ Compression Bracket Fax(413)683-2225 �5� 'pG� ' �1fi p 5/16"x3.5"S.S. �ag Bolt GRID-TIED RaF�g�s � w/2.5" Minimum Penetretion PHOTOVOLTAIC SYSTEM 2'XB N Ra�ets�16� Sealed w/Approved Sealant . 6.25kW DC @ STC � Z,X8 �G. FIAlHO, GAIL 40 CLARK STREET � SALEM, MA 01970 , Project# 10133176 Attachment Profile ' � Attachment Detail �Es��ER E�� 1 Scale: 3/4" = 1'-0" G - Scale: 1" = 1'-0" + R��E�a CR � ' �� vEesiorvonre. 2014-06-26 J 14" Max 14" Max REVISIONS - Roof Framing PV Module Rail Overhang � Rail Splice Rail Overhang # BY oate Notes � �� - � 1 EJG 6126/2014 AddMCaDar7iePa9e Roof i �� 2 Attachment 3 , a � Anchors located � s � on alternate roof I framing members ;; I �� L Stagger splice locations Min of 2 supports I ;. I,: .. within the each row of modules on either side of splice 32"-Max with a max spacing of 42" ° Anchor Spacin SolarMount Rail � - 3 Sta ered Attachment Detail T . � Rail Splice Detail � . � . NTS _ MS x 0 m . . a � • . m w WEEBLug SS Washer a Module Frame Ground Wire &Nut SS Bolt , � Unirac Rail SS Bolt � Nib ' � , Unirac ' , o UGC-1 , SS Flat SS Bolt �� VARIES Washer Unirac Rail DETAILS � Grounding Clip & Module ��rounding Lug & Rail `� Scale: N.T.S. �VJ Scale: N.T.S. . PV-A03 -- - - - - - ---- - _� :�. -- --- -- ---- --- --- - -- - ---- _ - - w _ � FOR CONSTRUCTION + q�y�� . . . �� GS PVArra , ENERGY v ��.��.�s. � 32 Tamgwomk Spur,Al2 Stonganton,CT 06378 PhortQ�860j 535-3370 , F�c(413j683-2225 PV Array 2 GiROD-TIED Pi10TOVOLTAIC SYSTEM NOTE: Collar ties to be added to array 1 only. \ 6.2�VIt DC @ STC FtlALI-MO, GAIL 10' -00 CLAEZK STREET SALE@hA, MA 01970 Projeck#90133176 20'-1" - oEs�: E.1G �.�,�R CR +�� 2014-06-26 /� RE�✓ISIONS � � � # BY �e Notes 10'6" mid-span 2x10 DF#2 collar ties are i Euc �+zoie AdNed CoDerTe Page added at rafters (5- 10d common z I (3"x0.148"); predrill existing members 3 to prevent splitting)where there are L-Foot PV attachments. ' n s � � o . . lnstaller Signature � 5'3' . Sign each g�age and send to RGS Enesgy a4eryuu have verified that ihe system wi0 5t as proposed. If changes , �� are ne�Jed,drawwhat will work on � page ard retwm. 1 have verified that the design S pnoposed byi2GS ETergyforthis � � , � � � - praj�t rrill fit as drawn with no o _ ' changes thatvrili ai(ect price,or . energy producfion Nom changing a m . panels ti81or orientation. a � . ,� � CR�W LiEAD m z < . . - - . . � DATE m � o . ^ `� 1I4"=1 -p� � i 1 East Elevation 1 COL9AR TIE � PV-A05 _ e i ...r'�. • I � � �} �� CanadianSolar . - � � . � , � - � � On-grid Module � ' CS6P is a robust solar module with 60 solar � cells.These modules can be used foron-grid � solarapplications.0urmeticulousdesignand � f� � � � � � �� - �� production techniques ensure a high-yield, � I long-term performance for every module ' - . � - � - � � � - . produced.0urrigorousqualitycontroland � � , . _ _ ,�__ , ,. _ _ , � in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Key Features • ToprankedPVUSA(PTC)ralinginCalifomiaforhigher . APP�IC2tIOf1S energy production � . On-grid residential roof-tops • 6 years product warranty(materials and workmanship); � • On-grid commercial/industrial roof-tops • Solarpowerstations 25yearsmodulepoweroutputwarranty � . Otheron-gridapplications - • Industryleadingplusonlypowertolerance:+5W(+y%) , � 1 � • Strong framed module,passing mechanical load test � � � of5400Patowithstandheaviersnowload ; QualityCertificates � ; • IEC61215,IEC61730,IEC61701,UL1703,. � �� • Ultra reliable in corrosive atmosphere,verified by .. CEC Lisled,CE,KEMCO and MCS , j IEC61707"SaltMistCorrosionTesting" ! • IS09001:2008:Standardsforquality � � managementsystems � i • The 1st manufacturer in the PV industry certitied fo� � • ISO/TS169492009:The automotive quality . � ISO:TS16949(The automotive quality management � management system � ,,, � � system)in module production since 2003 � • QC080000 HSPM:The Certification for � Hazardous Substances Regulations , ' • IS017025quaiifiedmanufacturerownedtestinglab, fully complying to IEC,TUV,ULtesting standards � - j. , � a �u �.. � iEc �.C�CE c��?�� j www.canadiansolar.com i :.. _.__..._.. . �__ _ _ _ .__ ... . . r � ,.r � � . CS6P-220/225/230/235/240/245/250P Electrical Data CS6P-220P CS6P-225P CS6P-230P CS6P-235P CS6P•240P CS6P-245P CS6P-250P NominalMaximumPowere�STC(Pmaz) 220W 225W 230W 235W 240W 245W 250W Optimum Operating Voltage(Vmp) 292V 29.4V 29.6V 29.8V 29.9V 30.OV 30.iV OptimumOperatingCurrent(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A . Open Circuit Voltage(Voc) 36.6V 36JV 36.BV 36.9V 37.OV 37.iV 37.2V Short Circuit Current psc) 8.09A 8.19A 8.34A 8.46A 8.59A 874A 8.87A . Operating Tempera W re -40°C-+85°C Maximum Syslem Voltage 1000V QEC)I600V(UL) �� Maximum Series Fuse Rating i 5A � PowerTolerance +SW ' Pmax -0.43%PC � Voc -0.34%fC � 1 � TemperaWreCoefficient � isc o.ose irc ' NOCT 45"C � � UnEer5lentlartlTeslContlitiona(STC)ollrredlanceolt000W1m'.specimmAMl.SanticelllempereWreo@SC ) ri Mechanical Data 1 CellType � Poty-crystalline� . � � . CellArrangement 60(6x10) - � Dimensions 7638x982x40mm(64.Sx387x1.57in) Weight 20kg(44.1 Ibs) Fron�Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Palle�) 20pcs Engineering Drawings I-V Curves (CssP-25oP) _ _ __ . . ___.. _. a , � 1 . � _ ue__ " e { — 1 W Ll_I _. I I_) _ I v G 7 4 . � LLlffllll __ ILIII� i � �� , �� gb ' i � � I � n � ..i . . ___ V � il.. . I_ 3 � ' j � II 7 ,�� —tWOwhn2 Sy - '� �800w/�n1 2 ��—?6l". „ :",""•,""II � —GOtlwi�n2 � a5i' " ' i � —aODw/m2 � �—85Y ° 0 � � � �� _-...._. _ _ . ...�-.--.-.,-.--•r- -� 1 � � � . 4 6 5 :lo 15 z4 �2ii 9d :s5 .to 0 0 [�t? 1s 29 .^', °E ss 1�i � - � . � Vol�aqe(Vj �VOM1.wq<(V� u � 'Speci(IcelionsinclutletlinlM1isCatas�eelaresubjeclloc�angawilhaulptlornolica. � � "� • About Canadian Solar � � � � Canadian Solar Inc. is one of the worid's largest solar Canatlian Solarwas founded in Canada in 2001 and was successfully companies.As a leading vertically-integraled manufacturer listetl on NASDAQ Exchange (symbol: CSIQ) in November 2006. ot ingo�s, wafers, cells, solar modules and solar systems. Canadian Solar is on irack to expand cell capacity to 700MW and � Canatlian Solar delivers solar power products of modulecapacilyto7.3GWin2010. uncompromising quality�o worldwide customers. Canadian Solar's world class team of professionals works closely wi�h our wsbmers to provide them with soWtions for all iheir I solarneetls. � . � • . e �� ' �; • { ,i � '" '�` i � ' °� { 1'�`�„ :� � .Fy . t p ; , E ' , f".. r. G»-� �' �. � t��M' x„_ � � a ' ;.�a ' '� � � �t� ��{t ��'s f #� � � � `"1�/� ��'' ° 1 `�r' �`a � � �t� � t� .N' �t,� � _"�i,�' � �. ," f e � .. t �,.. ., � a 7� � � I� ' i� ,�" �b �!i � :F f � !}� . �..: s�. , . � � ` � 3) �" _.f# ' �w � .P � t�-� � ``k ;�' � s �� t ) '�la�y (�1 ( -�#S r !� � .��.��s Y ��Y�dp� � 7{.� }(�` s �n� Ki.Yv 3 f � T kr$.' ! §� . . 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' ��. ,. <.• " ' � s'3.��'> .'».�k"' �. --'m ^• . � . ,i -� _ � �.•..�.. _ ., � .-. . . �..�. v. .. , _ . _ - ;.,tl . .. — ..-^ » . .,. . . ..r . _ _...........�..,�-.�._�.�..,;,�; �.� -�.:��..Mr... ""' .«�,.., .r.. .�_ ��"'.w._,:,.� �!f � EcoFasten Solara 877-859-3947 Committed ro the Support o(Renewoble Energy � �'� � a K � � � a � � °� g a „ N 2 O O o �� -� _ A � N O � O i+ i+ N � � � O � Q i+ � O O U W O O _i.t _ N � W I � (� W �7 O I+ W i+ p � � O � m m Z N D P (/I I+ � o m ' Z � a � o � � w C Cf� N ^ t 1 W�J �^ N l�I 3 �� r � � � Q II � � � II � 3 � 33 � � = I � _ W � p � � � � o W o � T �' sm � � N i L \ � N��, ,� ` 1' � Y T . � . �a' � . "�'� a'.�' ,� .� .uwl . . . '"Y-- 'G� � * � r r .� ' � ,.�..� $ ; .�... « _ w, ,� �-- �, :�„„_, s , a -�,=� 'S*.' ,�; �, �. . "' . '". Y � - i fi _ : k'' .�`-�. „� .� . . � , � �.�uW.t#'�{y �C 1 M�(� � 4 � �T � r Y �w . 'sa � � . . : . . �� ..� � ' .�' " c ' . . . `. ..s ,c«:,.., _ .., ' �� y-�.��. ..w - . _ . �. ..... � .—,,,-:.__-,-.-._.. .r.- . � _. . .� _.- .,�.. .. v-'�,,. _., .. ._-..�._ � _.. � �--:'e�--... '_ �=.w.. -:.:xz w OO i � EcoFasten Solarc� 877-859-3947 Committed to the Supporc o(Renewable Energy ;�;, $ a � 'a n 0 0 R � O ' N O W O v </ �O � � � � \ � U � I+ W O V O i+ N X O O �f i � � � 0 i , —I i+ � = O � Z A N � D � / � . �7 � � � m� T Z n D o cn 3 � v m � Z N N s _� � � O rt � N C N W � n X ° � N � �, 3 � C D �. p '. _ " I �' 9' � Gl :p � � T y A i � � , ` � ; �., �.'� u� �t@1'. � r,�,�. GREENFASTEN'" PRODUCT GUIDE — GF-I �j�-�� Specifications i. t �� , � � � � � '� �` PART I —GENERAL 13 SUBMITTAL B. Fasteners (may be supplied by others)to be ij� A. Submit manufacturers written specifcations. � compatible with chosen roof application and � ��k��.�. 1.1 SUMMARY � B, Submit standard produc[cut sheets. meet specifed pull out values as shown in load �_„ A. WORK INCLUDES � tert data. � C. Submit installation instructions. � ��j4 .. I. GreenFasten solar attachment bracket that D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed attaches diredly to the roof deck. ukimate and allowable load values. to accept EPDM bushing. 2 Provide appropriate bracket and fasteners for the roof s stem. D. Bushin is EPDM. � �� y . 1.4 QUAUTYASSUR4NCE g �M'z� ... B. RELATED SECfIONS Installer to be experienced in the installation of E Stainless rteel bonded washer is 302 stainless "�� '��' I.Section 07600:Flashing and Sheet Metal specifed roofng matenal and snowguards for no less and EPDM. �� t°! � 2.Section 07500:Roof ng than 5 years in the area of the projed. '' 1 f 3.Division I:Administrative and procedural 23 FINISH—Mill Finish �� requirements I.5 DELIVERY/STOR4GE/HANDUNG A. Bracket is mill finish aluminum 4 Diwsion7 Thermal and Moisture Protedion Insped matenal upon delivery.Notify manufadurer , �ip',' � ��+ � within 24 hours of any missing or defective items.Keep B� B�e flashing(choose one) � P , { � C� � q �I� � 1.2 SYSTEM DESCRIPTION matenal dry,covered,and ofithe ground until installed. I.Mill Finish v A. COMPONENTS: F � � � '� � � 2.Black-kynar painted � .��, 4 � =fa p � I. GreenFasten system consists of aluminum pART 2 - PRODUCTS $ ,� .� kgp a flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted ry �} p�' �� v bonded stainless steel and EPDM washer. � z � M,qNUFACTURER � r 4 `� i 4�" � 2. Fasteners �� i t � EcoFasten Solar° PART 3 - EXECUTION , '•,�fK�, ,; �.�',� ` A.To be of inetal compatible with aluminum �g9 Harrel St.Morrisville,VT.05661 'F,s t. 4 � r GreenFarten components. - . �f i + �' � � a B.Fasteners should be selected for �8��)859-3947 3.1 EXAMINATION -?• ,�' �:. n www.ecofastensolar.com. A. Substrate:Insped structure on which brackets � •p,r � � compatibility with the roof deck � �, �� are to be installed and veri that it will withstand � s C.Fastener strength should exceed or be equal z z- MqTERIALS any additional loading that it may incurred.Notify � ,� o to that of the allowable load of the rystem. . � � 9 } F� � A. Attachment Bracket General Contrador of any defciencies before .:� See test data at www.ecofastensolaccom ., � � � � : � � 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets. � 3. Sealant(if required by roof manufacturer): .k ��.� ,��i � L F-I I I B: Venfy that roof ng matenal has been installed . :�,., . i o to be roof manufadurer approved. . .-�� ; "' � � � 4. Aluminum attachment bracket Z. L-101-3" � corredly pnorto installing solar attachment brackets. " . r +'` � i_ �., n 3. L-102-3" . f �° �� P 4. CP-R 31 INSTALL4TION .� � t �i ' r, B. DESIGN REQUIREMENTS: A. Com I with architectural drawin s and ""�� r # °,;, I.. Bracket spacing to be recommended by 5. CP-S p Y . g , t - � �? � 6. SL-102-6" project engineer's recommendations for location � projed engineer i �� m 2. Ins[all a minimum of one fastener assembly �� Z-I 01 of rystem.Comply with Manufacturers written ` f' 3. It is important to design new struc[ures or $� Custom installation instrudions for installation and layout. � 't o assess existing strudures to make sure that - � t : � � they can withrtand retained loads. - �w p , � x��'��.. 7 � , 1 � `-r t � ti ' " w � �S �� OOEmPos.enSolofJNlconrentprorected�nder<apyrighcAllrighss:eserved@/16/U �,$-I L " i f � 4 1 t � � � . �.� p� ::� ry"'Md ^ �:" 5 �� ag .. . 5l � . 'i'4' • � 0.m[ � C �`T T �� iT � �. � '� . �y,.� .a ..�. _.. .,a - �'t' � ..r �g_ � . r � ` w�"��, ` y ' a"� x ,�. �� W..� , ; .� ,.�.�.. � � _ ' „r � .. ' �r „ . . 1* ,� `-"° � 7 u,-.a°` .� � � , ' .swr�-•',.a�r _�""+.a��i�4jk��ta ..�'+.w � '-,*M .�..... �r.. iw `"- E:�.,� m '` ��. � u ^�w *��r�. s .. «-�:.,+r. � . } . ,��°`°"'�xx,.s't�K``� 's.--.r � i91" ;v. .j �,�+ • � . �. ��Y�_ : '�s' i' „^- .. ,�,.,--'�.'a �"��'- �'�^'�*�:^—r5 .. �i .�... � �w� .., - '�' ,�, *"��w.,.o,.A ':a.'.a 5F.'::. � � EcoFasten Solarm 877-859-3947 Committed m the Supporc o(Renewable Energy :,�a` ^' __ � x � � a �3 °� n °� , a L° � ' . 0 0o m �n in cn = = m � � r . , a � � o m �0 3� o 0 8u - a o c c S 3 � �^ m c c � = N n n T 7� aa on C - � N (D ID (D T �l - � � N .. - � � � � 7 � � P � _ � - N. 1p � Z (�D � J � T C . O �� O a � ln tn � . .+ JJ � T T �� (RU� O d � � � - � a T � .�+ s � s �; , 3 � � r��o p a m °- ° � a y r s m r°°o � v� � � ..w.—. to w � � 9' m n v � � � w m � fi N � � N � � O N l�n T w p�. p�. O ' � n � � � � n � r � r�o v�o a . � . s � � O � . � N N W N N N N N � O � � � P � � o o v`"', N v`"', � m � �- � 3 m _ o � a =n Q Z � s � � o ; 3 y � � Ta = � � � �� a '^ vDi 'n' � p o m � Z � v a � o � � � � � � � n � � � o � . � c � o � o m � I �' o Gl P � T - v, — ; , - , . � • � • • . . . . :E�UNIRAC p�{�lil GqapP CpMP�NY SolarMount Technical Datasheet Pub 710878-0td W.0 August 20N . SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Ciip.................................................................................................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 Bottom Nut (hidden..se alloys:6005-T5,6105-T5,6061-T6 Up Clip �o a� • Ultimate tensile: 38ksi,Yield: 35 ksi ' • Finish:ClearAnodized • Bottom Up Clip weight:-0.031 Ibs(14g) Beam Bolt ' Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/<"-20 ASTM F593 bolt,one'/:'-20 ASTM F594 serrated flange nut, and one Y."flat washer L `� : Use anti-seize and tighten to 10 ft-Ibs of torque € Resistance factors and safety factors are determined according to part 1 sedion 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 Averege Allowable Safety Design Resista�ce Direction Ultimate Load Factor, Load Factor, � ��- —"- Ibs(N) Ibs(N) PS Ibs(N) m �� I � �'i' Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662 Y t -F�� Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.4�41 � —�-ioo �..�X Sliding,Zt 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a r • . . • . . • . . :�UNIRAC� A Hllfi GFOUV'CAMMNY SolarMount Mid Clamp . Part No.302107Q 302101D,302103C,3021040, . 302105D,302106D � r ' �' • Mid clamp material: One of the following extruded aluminum Mid� la rre Nu 8olt alloys: 6005-T5, 6105-T5,6061-T6 Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi r i • Finish: Clear or Dark Anodized I� • 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- _ _ _�_a party test results from an IAS accredited laboratory � i Applied Load Average Allowable Safety Design Resistance � '�00015TP�—'--� Direction Ultimate Load Factor, Load Factor, eeiv+eenrwdnes �.1 � � � 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 I�.�X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302007C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3o2oosC,3ozaoso,3ozo7oc,3o2o7�c,3o2o�zC • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 �K • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or DarkAnodized l/ • End clamp weight:varies based on height: —0.058 Ibs (26g) M d Clamp • Allowable and design loads are valid when components are Serruted 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'/,"-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 � ' : �s 1 Applied Load Average Allowable Safety . Design Resistance . V "`"'M°" I Diredion Ultimate Load Factor, Loads Factor, ,o� � '"��— Ibs(N) Ibs(N) FS Ibs(N) - .m � vuua � �TM ` (�� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 � T1Of�4 + Transverse,Z± 63(279) � 14(61) 4.58 21 (92) 0.330 i_.._ I Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified:in.inshes`-uuless-aoted S f ' , . • � • • - . • . . ::UNIRAC� . A NIOIGNppPCpMPANV 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:—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'/a"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 � (_ N07E: 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 -� �,0, Applied Load Average � Safety Design Resistance n�Xo"°" , � Directlon Ultimate Allowable Load Factor, Load Factor, �j�� \ Ibs(N) Ibs(N) FS Ibs(N) m !_ :p, _ � Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 r Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 . . � . . . . - . . . . :9�UNIRAC . nwmcaourmmrnNv SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-6, 310240C, 310240C-B, 310240D, 410144M, 410168M,410204M,410240M PropeRies Units SolarMount SolarMount HD � Beam Height in 2.5 3.0 Approximate Weight(per linear k) 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 0221 . � Moment of Inertia(X-Ncis) in° 0.464 1.450 Moment of Inertia(Y-Axis) in° 0.044 0.267 ftadius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0254 0.502 �� .'�2';�"r��f'w.;;� ,�.si ¢Y� . '. �Y c� , " ',i . `i.''�' , � P °d ; �f . . SLOT FOR T-BOLT OR 1�zg� . 1 SLOT FOR T-BOLT OR �" HIX HEAD SCREW %"HEX HEAD SCREW 2X SLOT fOR SLOT FOR BOTfOM CLiP 2.500 607TOM CLIP � T 3.000 T 1316 � SLOT FOR �" HEX BOLT SLOT FOR 1.385 I �3�" HEX BOLT I I 387� JJ_ 750 1107 �, Y 1.875 ► � L.►X . �--►X . . SolarMount Beam � SolarMount HD Beam Dimensions specifed in inches unless noted a `�`II�� RECEIVEp _r.�. j � RGS I ENE�GY �NSPECTIONALSERVICES //11` Clean Powec Bright Savings. � toia auc r i A �: 58 , August S, 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 supporring doctunents 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'�'�� Kim Hendel Operations Specialist � RGS Energy 32 Taugwonk Spur Road,Al2 Stonington CT 06378 . Ph 860-5353370 Fax 413-683-2225 - ki mbedy.hendelQRGSenergy.com ' 32 'I'augwonk Spui�,Al2,Stoning[on, GI'06378 I Cel. 860.535.3370 I Cax 413.683.2225 I IiGSGnergy.com . CITY OF SALEM PUBLIC PROPERTY \ DEPARTMENT KI\WER16Y DRISCOLL MAYOR 17.0 WASHINGPON STREEr•SMZ.MASSACNUSEM 01970 TEL 978-745-9595# FAX:978-740-9846 HOMEOWNER LICENSE EXEMPTION Please Print Date �, / I Job Location 7 6 S Home Owner Address e a4g, �-- Home Owner Telephone ci Z4L J Present Mailing Address S3,m� The current exemption of"Homeowners"was extended to include owner-occupied dwellings of two Units or less and to allow such homeowners to engage an individual for hire who,does not possess a license,provided that the owner acts as supervisor. DEFDUION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official,on a form acceptable to the Building Official, that he/she be responsible for all such work performed under the Building Permit. The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable by-laws and regulations. The undersigned "homeowner"certifies that he/she understands the City of Salem Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING SPECTOR r A See other side for state code CITY OF SALEM PUBLIC PROPRERTY f DEPARTMENT RI\Ilt!':K LrI'pKISCUIl. \L;t'oi: 120\WAirIIXGI'ON STREET ♦ SA1.I'\1,MASSACI-IIISE"1-I'S 0197C Trn:978-745-9595 ♦Pax:978.74G9846 Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit ft is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S 150A. The debris will be transported by: 114,4Ad (name of hauler) The debris will be disposed of in : 0a GG�L,G�1 ..........-. (ttune of facility) (address of facility) XSurc of pa mil applicant S b date ■■■!■OmMO■■�/■■■■■■■■■NINON■MOONS ■ ■■■m■■■m■■sommonson onsomm■mmo■m ■■M/■■II■■OM■III ,1■■■■■■■�Iilionn■■■I soonm %moo■II■m mmo -Il■■a 110IIII■�,0%offomms ■n■OMNil■■■!�■O `II■m■mM■■lllllmml!■■■I■OOON soon■ I'10%LMo '1■■■■O■MI'!IIOMO\M■II■sM■M moo■■ ■sso I'll■M ■■■■lilt %ms\ I■OO■■ momon IN on no MOONS IN ONE��I IIO■■■■■■IIII►oMMM■\I s■■■■ O■■OO ■010■■11. 1■■■■■■■11111�■■■■■II■MO■s 1■ OMMOM �I■Moo■■I1�Iomsmmmmlllllmmmmm■Ils■■■s ■■■■O kl■m■■■MIII 1■■■OMMOII IIM■MOM■I■OMM■ ■mono II■■■M■Mif'I■mO■MMMIIII MEMO MRISEN mom ■■!►■MM■M■I�'IO■ ■■■nlllllone■ OON■ ■o■m■■m■m■on■■m■om■■m■on■MM■■■■■ OMEN M■OMMOM■M■■■MMOM�M■■■OM■M■■M mono■s■on■mm■mo■mo■■ n■■■O■O■■■M Ins■■Inn■Msn■::�:��■■nsMMom ns r EI"I'�torg r.F� PUBLIC PROPERTY DEPARTbIFr�iT &UkK YAssM:NLse„s 01970 APPLICATION FOR THE REPAIR. RENOVATION CONSTRUCTION DEMOLITION. OR CHANGE OF USE OR OCCUPANCY FOR ANY EXISTING SnUMM OR WELDING 1.0 SITE INFORMATION Location Name: -5 F 4o m I; BuiukV — - Property Address ��i/a Properly Is ktcated in a;Conservation Area YIN Historic )WId YM 2.0 OWNERSHIP INFORMATION 2.1 Owner of Land Name: � r/o G2e.' e _ Q O/Lj a Address: '544V e� Telephone: 7 3.0 COMPLETE THIS SECTION FOR WORK IN FYtATrtura BUILDINGS ONLY Addition Existing Renovation Number of Stories Renovated Change in Use New Demolition Existing Approximate year of / 9 Area per floor (50 Renovated construction or renovation � , of existing building New a&J Description of Proposed Work: f 9 �a /4, o -r' Mail Permit to: t� What is the current use of the Building? Material of Building? W If dwelling,how many units?_�,_.-- . Wi0 the Building Conform t0 Law? Asbestos? Architect's Name ( 1 Address and Phone Mechanic's Name Address and Phone ConsWiction Supervisors License# HIC Registration# Estimated Cost at Of Prole i¢�L Permit Fee Calcine m Permit Fes i�� -- Estimated Cod X$71$1000 Residential EstlmatOd Cos[X S111$1000 Commerclat— ----An Additional$5.00 is added as an Administrative charge. Make sure that all fields are property and legibly written to avoid delays in processing. ta The undersigned does hereby apply for a Building Permit to build to the abo specifications. Signed under penalty of perjury Date J �I N .. y ^ 0 N V y s 5y a CL t, f EIT�I`-OFg�L 1 — \ 5 ' � PUBLIC PROPERTY DEPARTMENT KINWFALEY DRISCOLL MAYOR 120 WASHINGTON STREEr SMtly..`lA.1UCHl;skl'IS 01970 TEi 978-745-9595 # FAx:978.74o-9846 APPLICATION FOR THE REPAIR. RENOVATION CONSTRUCTION DEMOLITION. OR CHANGE OF USE OR OCCUPANCY FOR ANY EXISTING STRUCTURE OR BUILDING 1.0 SITE INFORMATION Location Name: Building: Property Address: 40 Clo-r_k 51 Property is located in a; Conservation Area Y/N Historic District Y/N 2.0 OWNERSHIP INFORMATION 2.1 Owner of Land Name: /Mori o �7. pt v. Corr C7. Q 1J10 Address: 40 ^ o-r K Telephone: S- 7 45 G f 1 J S 3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY Addition Existing Renovation Number of Stories Renovated Change in Use New Demolition Existing Approximate year of Area per floor (sf) Renovated construction or renovation of existing building / 9� New Brief Description of Proposed Work: n s 1-o,,I I p e. 11 CL S �n v e Mail Permit to: 4zn Car S What is the current use of the Building? 1 ir t V a �e, I J Mtn C 8 Material of Building? woo d f aM e— If dwelling. how many units? Will the Building Conform to Law?—T�y Asbestos? F Architect's Name Address and Phone j Mechanic's Name Address and Phone Construction Supervisors License# HIC Registration# Estimated Cost of Project$ CI a 2 1/7 Permit Fee Calculation Permit Fee $ 3 3 ' ° 0 Estimated Cost X$7/$1000 Residential Estimated Cost X$11/$1000 Commercial An Additional $5.00 is added as an Administrative charge. Make sure that all fields are properly and legibly written to avoid delays in processing. The undersigned does hereby apply for a Building Permit to build to the abov s ted specifications. Signed under penalty of perjury Date I I o o N O 1 e+ t L 00 Y zI i CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KIMBERL'EY-DRISCOLL MAYOR 120 WASHINGTON S7'REEr•SALEM,MA.SSACHUSEM 01970 TEL_978-745-9595 ♦ FAX:978-740-9846 HOMEOWNER LICENSE EXEMPTION Please Print Date S�• /4. 6 �o Job Location 4/0 C/O rk S Home Owner Address 9&4w 2 Home Owner Telephone 978 7 - Cl/ LZ _ Present Mailing Address S o tr G The current exemption of"Homeowners"was extended to include owner-occupied dwellings of two Units or less and to allow such homeowners to engage an individual for hire who.does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he/she be responsible for all such work performed under the Building Permit. The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable by-laws and regulations. The undersigned "homeowner"certifies that he/she understands the City of Salem Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements HOMEOWNERS SIGNAT APPROVAL OF BUILDING SPECTOR See other side for state code r Homeowner's Exemption The Code states that: "Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section (Section 109.1 —Licensing of Construction Supervisors); provided that a Homeowner engages a person(s) for hire to do such work, and the Homeowner shall act as Supervisor." Many Homeowners who use this exemption are unaware that they are assuming the responsibilities of a Supervisor(see Appendix Q,Rules and Regulations for Licensing of Construction Supervisors, Section 2:15). This lack of awareness often results in serious problems,particularly when the Homeowner hires unlicensed persons. In this case your Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The Homeowner acting as Supervisor is ultimately responsible. To ensure that the Homeowner is fully aware of his/her responsibilities, many communities require, as part of the Permit Application, that the Homeowner certify that he/she understands the Responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. 40 Clark St. i CERTIFICATE ISSUED 5 DATE Fi��R�QFi q E' CITY OF SALEM , 9 SALEM, MASSACHUSETTS'�WO BUILDING PERMIT - �40CERTIFICATE OF OCCUPANCY Oct. DATE R 15, E9 92 PERMIT No. 477-92 APPLICANT Ralph Salvo ADDRESS How 1. TlA;�ET�E� TY-��y��y. pT N--E�— INC.) (STREET) Icunl a•s ucE aan PERMIT TO ta[4'A.T L laulam (-'L 1 STORY m— lim NUMBEROF CRE ING UNITS I'll, O! IMRROYE M[Mil y�NO: is, IPPOROSED USE) AT (LOCATIONIy_40-elark_SEizeet�' Watrrri 3 ZONING R-1 OISTRICT_ INE.) ISIREETI ._ BETWEEN AND )CROSS s1REEtl (CRDSS STREET) LOT SUBDIVISION LOT BLOCK SIZE 'BUILDING IS TO BE FT. WIDE P.• FT. LONG BY FT. IN NEIGNT AND SHALL CONFORM IN CONSTFUC710N TO TYPE USE GROUP BASEMENT WALLS OR FOUNDA.T.ON_ "PEI REMARKS: CUNIS`.tWt .[ A TW ST(l U, ONEFAMILY U%U tC :5 E a6 E CALL FOR Pa IIT TD 0=1PY 745-9595 AREA OR �nREp' L VOLUME c .ala sovY.+E FEET' Palph a `Cattieymo ^vp a•rNsrNs+ws.wse+lbeTls-Ns-Plbei1ve11u Y-n oe�Els�locPlP�+lse•Ne OWNER Lf"`A�•• Tq�B�E��ROST�E1 ON PRg AUvS ADDRESSYRO. � , Salem,MfA SEE REVERSE B17 yk&E/0NW�& CERTIFICATE DEPARTMENTAL APPROVAL FOR CERTIFICATE ` of OCCUPANCY and COMPLIANCE To be filled in by each division indicated hereon upon completion 'of its final inspection. BUILDINGS Permit No. 477-92 Approved by J. JENNINGS Date 6/28/96 Remarks — j PLUMBING Permit No. Approved by D. ROSS ! Date 6/26/96 Remarks i i ELECTRICAL Permit No. i r Approv y J. GIARDI Date 6/26/96 Rema QCs OTHER Fire Permit No. Approved by_ W. HUDSON Date 6/26/96 Remarks OTHER Permit No. Approved by Date Remarks 0oNU1 JOB SITE COPY (duplicate) BUILDING g! CITY OF SALEM ice'' f`a SALEM, MASSACHUS�S 01970 s , PERMIT DATE Oct -' 15, 19 92 PERMIT NO. 477-92 APPLICANT Ralph Salvo ADDRESS (N0.) (STREET) (CONTR'S LICENSE) CITY Salem, STATE MA ZIPCODE TEL.NO. PERMITTO Erect Dwelling2 NUMBER OF One O STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO (PROPOSED USE) 40 Clark St. ZONING R-1 AT(LOCATION) DISTRICT (NO) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT.WIDE BV FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Construct a two story, one family dwelling 36'x26' . ,n^ ((�� L AREA OR all fo! Fermis to OCCyNki000. FEE a 449. VOLUME ESTIMATEDCOST $ (CUBICISQUARE FEET) OWNER Ralph & Catherine Salvo BUILDING DEPT, ADDRESS PO Box $85 Salem, MA BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS Pool ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTILFINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS, ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL INSTALLATIONS. MEMBERS(READY 70 LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 BO D F ALTH GAS INSPECTION APP VA FIRE DEPT.INSPECTING APPROVALS OTHER CITY ENGINEER 2 2 WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. AS NOTED ABOVE. OR WRITTEN NOTIFICATION.