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2 SOUTH ST - BUILDING INSPECTION (3) The CommormealthofMassachusett$4SPECTI N L SE VICE61fyOF =� Board of Building Regulations and Standards Massachusetts State Building Code,780 C SAi.,EM L i MAR I $ Aj 11" ed-,War 2011 Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Fcnnily Duelling ^� This Section For Offici ly Use On W Building Permit Number: Date pplied: I Building Official(Print Name) Signature (Date, SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers I 2 South Street I.la Is this an accepted streetv yes no Map Number Parcel Number L_ 1.3 Zoning Info ruination: 1.4 Property Dimensions: 1 Zoning District Proposed Use Lot Area(sq ft) Frontage(it) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Procidcd 1.6 Water Supply: (M.G.L c.40_§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public El Private❑ Check it'yes[] Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Ownert of Record: Frank Reed Salem, MA 01970 Name(Print) City,State_ZIP 2 South Street 617-335-0791 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORW (check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other I(spzcify: Solar Brief Description of Proposed Work`: Install 2.86 kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height. 11 panels total. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Onlv (Labor and Materials) 1.Building $ 1 000 1. Building Permit Fee:$ Indicate how fee is determined: ❑ Standard CavIro�an Application Fee 2. Electrical $ 8,000 s ❑Total Project Cut (Item 61)s multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (FNAC) $ List: 5.Mechanical (Fire $ Su iression Total All Fees: $ 9 000 Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) - _ 103631 8130/17 Gregg LaCasse License Number Expiration Date Name of CSL Holder - List CSL Type(see below) U 20 Patterson Brook Rd.Unit 1 No.and Street Type Description U Unrestricted(Buildings u to 35,000 cu.ft.) W.Wareham, MA 02576 R Restricted 18-2 Familv Dwells❑ Cityr-F, ZIP M Masonry RC Roofn>Covering WS Window and Siding SF Solid Fucl Burning-Appliances (508)291-0007 11 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/17 Gregg LaCasse/Trinity Solar ) v HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 20 Patterson Brook Rd. Unit 1 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 City/Town,State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Si�ned Affidavit Attached'? Yes ..........19f No......_...❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Gregg LaCasse to act on my behalf,in all matters relative to work authorized by this building permit application. Please see attached letter. 3117/16 Print 0oner's Nmne(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering nav name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is tru.and accurate to the best of my knowledge and understanding. Gregg LaCasse 3117116 Print Owner's or Authorized Agent sl mnc lectronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC) Program),will not have access to the arbitration program or guarantv fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass. og, v/oca Information on the Construction Supervisor License can be found at www mass.gov/dos 2_ When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage,finished basetnenUattics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heatinr system Number of decks/porches Type of cooling system Enclosed Open 3. 'Total Project Square Footage' may be substituted for"Total Project Cost" y ACORly -` THIS CERTIP CERTIFICA' BELOW. REPRES IMPO• - the' c` . F -\ The Cotnmonwerrtth of Massachusetts Department oflndustrialAecidents c 1 Congress Street,Suite 100 Roston,NIA 02114-2017 ivwip.mass.govIdirt R'arkers'Compensation Insurance Affidavit:Builders/Centractors/Eteetricinns/Plumbers. TO BE MED WITH THE,PE►L\HTPLNG AU'THORI'TY. Applicant Information �+ Please Print Leeihly Name(BusLuess/OrgmiizotiotVlndividual):Trinity Solar Address: 2211 Allenwood Road city/state/zip: Wall, NJ 07719 phone#: 732-780-3779 Are you am employer?Check the appropriate hoe: 'Type of project(required): 11ti am a employer with_�cmployccs(full and/or part-timo). 7. ❑New construction 2.E]l am a sole prepnetm or pannershipand have no employees working for me in g. ❑Remodeling any capacity.[No workers'comp.insurance required.i 9. El Demolition 3.Q I am a homeowner doing all work myself iNowvrkers'comp.insurmme required)t 10 Building addition 4.❑1 am a homeowner and will be hiring contractors to conduct a!1 work on my property. twill ensure that all counselors either have workers'eampensatbit insurance or mesnle I LVEleetrical repairs or additions pn,pnehre will,im employees. 12.0 Plumbing repairs or additions 5.Q l ran a general connector and l have hired the subcontractors listed on flicanached sheet 13.❑Roo f repairs These subcon hectors have employees and have workers'comp.insurances 6.Q wo are a ecupomlion and its officers have exereiged their right of exemption per b1GILc. ME]Other 152,§qa),and w9 have no employees.(No workers'comp.insurance required.l 'Any applicant that checks box is must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they ase doing all work and then hire oulside conaaclois must submit a rosy affidavit indicating such. iContractors that check this box must attached an additional sheet showing the name of the subconaaclors and state whether or not those entities have employees. If the subennlraetors have employees,they must provide their workers'comp.policy number. f am an employer that is provldlug workers'compensation insurance for my employees. Below is the policy and job site Information. Insurance Company Name: The Dittmar Agency Policy k or Self-Ins,Lie,k:. Fw�rC:nnnn.65.61.5 Expiration Date: 11 j1 j1 6 Job Site Address: 2 South Street CityiState/Zip: Salem,MA 01W Attach a copy of the workers'compensation policy declaration page(showing the policy number and ezpiratton date). Failure to secure coverage as required under MGL c. 152,$25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do lrerebp cerd 2under the pains anndJpenalinev of perjury.that the information provided above is true and correct. bC,iellature• 11,t YLJ1LI J"(J'V, _ Date, 3117/16 Phone 0' Offclal use only. Do not write In this area,to be completed by city or town offlclol City or Town: PermitlLicense N 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 M: It :. ` L, !-.y; l ,i C 'tirCt�fl C 'lf(rf.. Srrrliel,05L'y i' Office of Consumer Affairs i(nd Business Regulation k l z - ite 5170 10 Par P a a Su Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card Expiration: 10/12/2017 TRINITY HEATING & AIR, INC. — GREGG L-ACASSE-- ---- -- ---- — --- -.`_ 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SOA I c? eomwvt i ❑ Address LI Renewal Employment Lost Card �\ i ce of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 170355 Type: 10 Park Plaza-Suite 5170 Expiration: 1 0/1 212 01 7 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR;INC. GREGG LACASSE ) 20 PATTERSON BROOK ROAD U WEV WAREHAM,MA 07576 If ndersecretary iV va ithout si Sature Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-103631 Construction Supervisor GREGG LACASSE� 14 PINE ISLAND RDA MATTAPOISETT Q 2 � ~� � n ,a rj"M Ck— Expiration: Commissioner 08/30/2017 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 3/1/16 1, Frank Reed do hereby grant Trinity Solar the right to sign on (HnmenneetsNmne) my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other related work on my property at 2 South Street . Please accept this (Y—I Add,—) document,with full signature, in place of all application signatures. Furthermore, should there be any issues or screpancie ith the perwork, please contact Danielle DeVito at Trinity Solar, 732 0 -i ext. 9044 o ielle.d to trinitysolarsystems.com. Sit erely, 2 South Street Homeowner's Signature Street Address Frank Reed Salem MA 01970 Print name City,State,Zip Code 978-744-7415 Phone Number Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President March 15, 2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x6 at 16"o.c.with V-10"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 30 psf snow live load (50 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 105 mph wind uplift live load of 16.29 psf(wind resistance) 3. Address of proposed installation: Residence of Frank Reed, 2 South Street,Salem, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes,and ordinances, and specifically, International Residential Code/ IRC 2009. The spacing and fastening of the mounting brackets is to have a maximum of 64" o.c.span between mounting brackets and secured using 5/16"x 3 1/2' length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters, there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 105 mph wind live loads including wind shear. The mounting.brackets shall alternate between adjacent rafters for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Very truly yours, Optimize Engineering Co., LLC ,N OF MASSgc Richaid-B:Gordon, P.E. hG Massachusetts O.E. License No.49993 m r MECHANICAL ENGINEERING Rob.o F� N RIGNP -� CIVIL ENGINEERING GO,AN CPt ELECTRICAL ENGINEERING ° ''Ica g999e �O 4i '4eGiSte��� ,O'`�SSIONNV —J r INSTALLATION OF NEW ROOF MOUNTED SOUTH ST.. 2.86kW PV SYSTEM 2 SOUTH ST, SALEM, MA 01970 le tllR dsions VICINITY MAP SITE xD, scnLe.rJTs RIDmLt ru D�m,nan REED.FPANN TEIR-,LcaaxmFi96 LY FnapC AddrEs,' x SOUTH.ST, SALEM,MAIM(, TRACER.NFLYINER FEARFUL NOTES MIAMIAN FTEREAL I'. n D m - SHEETINDEX o N/<) < L n v n " 6.9 PI COVER SHEET W/SITE INFO&NOTES D17wII TIDE: PV-2 ROOF PLAN W/MODULE LOCATIONS raovoseDzaekw C FICTIONS AID UP HILLs i - -..v - L SOIAPSYSTEM THE NFEa ;c o c o'..6 E �I'/AT PV-3 ELECTRICAL 3 LINE DIAGRAM CF R/ M O. PISTOLS - L RE E 0 W C 1 p00 K69 - IF'6-EASIER 0 II Os ED I.I GO . A Wp 0 00 IC9 9 6 0 C .EUY:. WOL L xPLODappNL=N'nl -WCIhUc6p�aCl.teS. Nf.ODc ENm OESTRU SwDEunaE 'E sem ln.U.M.L.L., f EI iO 111A a HIUHO:ia.09Y0)E �R MYr.iECO ;fl61N EIIIIIE TjFLATTELUAIR ,C Gu6ULI fi _4NESTITIC AL 1 - o o O LOT SC 9,SAFETY ANC SHIA LICE I ON HE A..NOTE NA .n.E.ONL4i UWOn USER.STUFF. R T s L i . ssE 6 IB IE L 5ININIF .ILEL E C E El /LE AL bHILITIAL COAL IYYE SUNNO'/0 O,ANU'D OF L.vI STALL,!W p EDIFIED,, l E 0 W PEpTANCER U,If I:E LO' F C C9. A.I CIA I LINLEL3)HISEL11 11111 O"NE.FUEF 0 0 LEE D AIHT 0 6 - - ^ Rcv.No Shivl DI FA T N 0 LI 1 - OAbP ll '.n0u AOTllI •E' 0. .1- SXEU U.WUON PSI I LD E D J 1 6 - UR,ANU ,NWE 11 PV - 1 nII NDEOU ION,)EEE SISTER INFLATION n 5 oIs D+M1.Ns.vTeu L cc N_s N+n nnrN lane .C111CC,%ENTLEA IF THE NATIONAL ELECTRIC IF CST 6 0, I ALL5 LO 0O 0 LO CI CxL EC ICnT C BOEA INTERRUPTER 9 i f0 L i V v O. FISHEDIF NE Elan 00'LOl'x 0 C'♦ ONBFE 'D STAPORICINI 1E NE ��SOL IF s'NElL ww .,CARRAIU,NI A 11\ .I. E1 All—Inwn 1.1.1 NEST SID NEE NEEL EOUP/EI ANDAT FLIS:f ATTA Tla Tt. N.L. NE i i .Y DUE D IA EUOLUu=x 1. . . Hatt Nmw]Roof B1]-]Y]-N)8 wµ Nn.Nwy OnUY fu 60 0' P.lvo GL NN F:AC LI nAF'N tS �U x OVNN*ITEPISIF N IAP INHII IVINTA Ch 1 P QS.NDTLI "'Pt'IF Al'ANESPING ox rvnc Nn ld n0 - FNAANo4L<"L wf NN --NT RNL 5 A. LC LA E%NII L R4%- Ell 1 CL l4 ^1 BNAP N lAF.FLP9HI 10- fN LAYER 11111F$1 II.LDt 2_ o,,G0 nl IF' :E 'FOa NLEE„$IEEL+` PFOV:FALPM 'Ln IAG 9MT .JL ARMO ELI H SIROF NOT �/ N\, x LLT.IIIa IIINN,CN E%ISIINC-RAPTPN C%CC'C'EPGKIIEIGOl. Tlil l\� A El,N1 Cni0xl Onin SxEETFOn _ - TnN �rcrreu .Nc61 114E.Pe OOUIIIIISOR LTgTTAC11MEM8 CLIP DETAIL ACWAL MOULE -NG01$ TT2V h10ElILE ATTACHMEYT ON ASPhIALT SHItiGLE ROOF EIGHT FRGM GRCUNN LFVEL TO PEPR OF ROOF 11:enLE noT ro.rxc -.ur.xCT Tax.ae .G�.rroT roscus =Re,SonS PrClect PiI'elrvPCcra: PfEN,fnANK E'v1UY4419 Pra ecl ArltlFC.ts ■ 3EOUTX ET, SALCM,MA 019J0 Omv:'m Tille: BACK FRONT R1 PROPOSED .E SOLAR SYSi[IA '111 - h DPIWOQ mI N EZ Ltd rig -{ ip r l � . II I' �� It tl4�v CE 4 `l`(IIL"ItI, O M B slLm lnlorma6on'. IEA u.II. sonnovl mErIT St UL eE NTLLCEUIISI�NNT IN ACCORDANCE V.Im T- A G IN T I' r ola Rcv.NO. F ROOFTOP SOLAR MSTALLATION ONLY PV ARRAY WIIL.NOT EXTEND BEYOND THE EXISTING BUILEI ENVELOPE ARRAY SCHEDULL y"NOLLCGEND PLUMBING SCHEDULE EOVIPMCN I SCIIEOGLEP1V - 2 Ill I'LL, A ® 0 LI O a ILAI Im LE 0. 0 '0 LID I5M-EW Vdl E NE 111.11, r M ,e E �poI OTHER 09SIRUCTIONS E{ UU. [ALo u I'li6 s. .nJ TORE AtIFITILLF I.. a N . =.nodE � A '.,° ml baxeedan-»a-xvTe c,.ILE nK::asn:.. waL x...L..y Omc ....rural � EnglnCRrl G4ens4 H41tler: u I.. G.AI s ;L sa.9I P1bp:AI ANSI -- Ire.x,Nm mA.x oLre=.ARmr. i A VIm:G ILL 11 M44uLsun zmRz.I'll 1.,. ____ ______. Aubiuc�iau ____________________---------------------____------------------_-------------------- i 1. F eox � I i 1 \_ , , I I _ I (RANGE I RANTING I I I I I nU I II >IUICCt T'IUe',e�<i,10.i R FED,FRANK ,ALL111TNSEUEL ERPKIANASSAND. AIEGRAN,rl nfR 1U169Rfi1Y CONDITIONS ANLDM1E0NN6 NTNNNWiOnN [°oxn<x¢°wn II _ OFUT RECFPtACA£ Pra en aaeross E%IS"rIHO I,, A BREIAIER 3.IL0'l1 FSIereEEIFU F1A el[rIr IEAIP[x0.NRE tlNFU ON /1 NN GAVEE RSNp PiA^N L`t`'M M[41 GTxGIF URY eVLR IID/3WV 70V 19 I 4 S LW< 4 OS 4 r4 VRLITr M ,WA SAln gREAXFAY z SOUTH Sr, t O T METER .GA Bu58AR SA LEM,DAY Flo,„rl IG VON V N M Rr L1 j DIVIDEND TIES, 0.ALIGNA7 LACAUNPIT 11.1,SML 1 TO 1111YLVERSON OF r , J .bA VRNSEU PROPOSED E Em 1 j VRWOLTOx SOIAR SYSTCM RY NP W USCW NECT MEi@ <i] E P L 5 E ( OP LES rIkN9 y OV 11 � D 0 114^Ixl on rED II u O r- � J � �a 1 P: D V AS XO ss4' Ch 6. oiE � nrF_ J END 4 LOAD crrTEA ___ _-- RW - B i - (:1<C 6 6 I f ao.R <PLL . .BN 8<N P .x �— --- R FAA.,A,r_. ,BNN9 AEVEEUWASCII I wzrnum aulrpuxS SluLxavr4 Etl$TlNc uun LOCATED ER - RE 0 - J I'D, mnrm.<cuuc u NFNA]R RATInc. Lae __� ______ AICNNLE14:Lb. %IALLSOLAR svx[m mnC<ENTERS m<ONTAvmno J— SVI RpROP BnU rEE➢BREAMER r- -I TGN"A SENFP4TION CIRCUITS AYUNO VNUSEUr'OSITIOrIS O.Y M'/ERE>KER LOLI( LETTER 90FARE, .6< JAI US ACCT I P 4U PEIIIal1N4uO[TOR PRMNO[ LERIE'.ne. NNJV4 [ARRYINGEVIN (NEC BRR.ATBIDII'PRY`i WEe H.]iA w� b oE,urt r<rrrIS NI DEC EC L .A (RISE E 10 .ntl pSO SEA e1 Re¢NO. SM1rml 111 IS ISI,IE.IS FAR DO S.E 11 IGUA S P1 ailRESTi'.'1 lr FIT All NAI N Tv:/,R AUS AERVIENTINTIVIII,FULEARDERIIING IV u EIT FIC III Cif UNA 71 < / /- E.SEE 11'ITS 11111. G1 Lw/x N USUAL INVERTER (('�� CURRENTO NaPEMPPOrt<rION fOLM 1.\ 3311 Aempel Ree19]]-R]-Nm - Rm.R..SION,orne Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President March 15,2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x6 at 16"o.c.with 5'-10"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 30 psf snow live load (50 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 105 mph wind uplift live load of 16.29 psf(wind resistance) 3. Address of proposed installation: Residence of Frank Reed, 2 South Street, Salem, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes,and ordinances, and specifically, International Residential Code/ IRC 2009. The spacing and fastening of the mounting brackets is to have a maximum of 64"o.c.span between mounting brackets and secured using 5116"x 3'/2" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 105 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Very truly yours, Optimize Engineering Co., LLC 1NOF MASS!, ' s '- Richard B.Gordon, P.E. o awHPRpe Massachusetts P.E. License No. 49993 FOR cP MECHANICAL ENGINEERING U hh v0 49gg3 P CIVIL ENGINEERING ELECTRICAL ENGINEERING �OFESSIONP�� INSTALLATION OF NEW ROOF MOUNTED SOUTH ST.• — 2.86kW PV SYSTEM 2 SOUTH ST, S SALEM, MA 01970 4 I5&r Otl r RNNAiNG9 VICINITY MAP SITE N0 BiPxo., .SCALE NTS 'miecl TRmma¢Tw.zms.esv PE'D,fxANR Pra oDl Atltlross' 25f>OTF.ST, SALEM,MA DID]D E.I. NI.IRAL m SHEETINDEX c m Pi COVER SHEET W/SITE INFO&NOTES DI6v:m T'�°I5' E o s c _.E .E+L6 pV-2 ROOF PLAN W/MODULE LOCATIONS reoro11Dze01v! li PLu SOIAN SYSTEM o ':u e c o E E ARrn " R E INEE Tr..rrxr o.. PV-3 ELECTRICAL 3 LINE DIAGRAM o woo e s e P Dseo LVII rRrN s 1 GANG,ARTHERECER THEY ARE I TIN PI TY IN It TRAINED Y'NO0G 0 HDIIE 5 OJ EGIL9IN LCONJ>rBLEN'T DE6iRD{B p;gLO CAR G'O YET V TiE6. AL COOS pN1L¢eGIR0400EATE ECE 'I", 680. shminlOrmatiOre. Tug "NW r HJD"C g6vSEm TOp OE MEHI P!•TECIONO LET II EIT 0 _ LI N�EIrI NR T y, R - _LCO;rUi E 6 OOP. ENAT.A.LAT r PRONTO Ir ESY 6 9 ce 0 U^ NSiA LADENFO B E 'iTEN 3 a5s B w ERr i VVE SVNNOVP DFa 0 WM B J Y E' LLINIIEN R., U NUCwiEO CITAf _ 9O P 00 B 'O L _ _ _.R E RCT.NO SM1I;CI E4 ♦ E. L E U.....E E IT 1.1,57 TT D EDGE;CRT I I PJs O 6W �r'.,_ ,EDTLDDPJRINIIIIIIIIIIENCII P1 PV - 1 RON 1111 rL VSlu IE FOLLGAIN HE r" �TERE E,xaE5aD O'NER6. ART TECTIRAIL MENTRI HE r.Iru TCo,G "Ni -i DID k LO6 fiT ONO O E O.PJ OP B CLWWC L C >Ea i 5 ryNCHOR CGUN '0 V'. SE ONP r Wk RF L� N uE k;a ;AAMR)AE TS s EDL urr w. .; Euvm.A EL11.1 TERm.IRT l a6i:BCt,wOLOTw,INaLENOPECTNATCLE T. ..TREAR TEN EDi.AEC. 6.c. l a r),IE Jr n rEn.l ucNv un us,.00e Rm]en-»]-m]e I 1-1 TO 1, HIEN TO E A,I RAON[OI.L[III Yi C110,_. x CSW r OONiIi ITI ES TVTGL IR6FAT0 01AV IIHE GOLIF.MI]DIIL= EFW IEITEPFOPSVACInG IETAIR q'N' Y(11 NN Rf CKRIIL All-HEITC PACK ITTIFIIF xAUiAK- C SAS-.i6 O L61 TWAG61AC.r 9FIJC� fNTACR/ 1 i9SEN11NOLE3 A' RTETHEP DI ETf9a IF JTEEL+ --111VLPNT f LA'Rp, SOLAR FA I1IS I FET ' OIHE4 '.191 E) 1N6 PAT 1pR EY3.'2V VEgN TREK,IT IEANImry TfgTTAC HMEN.,LUl DCTAIL ecnALlp]wc D RINEEI vs I\'MODULE ATTACHMENT ON A9pHALi SHINGLE ROOF THEIGHT FROMGROIINO I FVF_I_TO PEPI(OF ROOF OTT u_+1E roTTvsv Is .�-UOT vo scut I6suCtl I RUVisionC —, P olOcl tlpe,.nlscx vnory REED.FR.WK iLNIiIAfLI qi EDI6A%lA ' Pra eci ktltlms3 . 2 SOUTH ST, ROCK FRONT o In TIUO: RT PROPOSED'REM SOLAR SYSTEM I f r11D Em r..d D mvoE ( FIT fiF `.f€t FF I I c t �'v JD M 6 PIER,lnbvmaviort 2.... OFALMOlUIELFUNI ARFFULEoPAI FTIUINa WHR. ',RM +vEm aevs¢elxsiuLED w accoaD...�rllrn lnE R x PINTLEE 1.11 TIFITHIIII TIO RCA No. 6M1w1 q ROOFTOP SOLAR INSTALLATION ONLY PV ARMY WILL NOT EMEND BEYOND THE MISTING BUILDING ENVELOPE ARRAY 5C11_DULL Syf BHOL LEGEND PLUMBING SCHEDULE EOUIIMENT 6CHLDULL r V L - n ® Px A,.,.rl FILM na+1,11Cm Rn.. 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ShCvl w11 D m mTHEREFORE P1 PV - 3 DAT�At C.EQ°,.IDA ,RN.PA T, , TIRI SOUttYNII / may® 1 aIO AEfOx RCURRFNT OTFU I OC 9 ,501AR TOTALEN xE III II swxoN =1..R.577-781-187e WR Nn JfYy O>)19 Snap rack , Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appeaiing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 for grounding/bonding and fire classification. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and wash- ers at each module, and bonding jumpers between splices. In addition to grounding and bonding, the roof mount system, Series 100 UL, is Class A Fire Rated when in- stalled with Type i and Type li Modules. SnapNrack's UL 2703 Certification and Co!n- pliance ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. • Appealing design with built-in aesthetics • No grounding lugs required for modules • All bonding hardware is fully integrated into the components ' -4, + ' _ • Rail splices bond rails together, no rail jump ` ` ers required r '� • Proprietary SnapNrack grounding lug snaps in the rail channel • No drilling of rail or reaching for other tools required • Class A Fire Rating for Type 1 and 2 modules System Features Include f Y L Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.corljresources Design configure snapnrack.com Where to Buy snapnrack com/buy r Snap rack- Solar Mounting Solutions stor ksn 51.91 SndpN y tl n�Y 19 'apll"l._t d 111,1 t 4'1 .n=r 5elt tl pfrt spl oX ert L Ftal nnl k i tl'�� rapN k �1 M - A PFL a.k Spl Gems idp d L oa. 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'ESta leratlativae th 511,01f.. - Spl f I_ k V sFers P t OCa Snap Bonding SnapNrack Bonding SnapNrack Bonding Adjustable able End Clamp Mid Clamp Standard Pali Splice >na,N ask -J .i a.litd L��J 1^..-u AWG Copp=r W'n'e SnapNrack Ground Lug Assembly (ONE REQUIRED PER RO W OF MODULES) nepNrock Bontling Uma=rsal End Clamp(UEq wavE Shap I le LUEe Wzdge Stamles;sfed Solt .v16 Flat'uashxr SnapNrack Bonding Universal End Clamp snScou N sSamlrtg taMdf tbnro Assimbly Snaprkack—a Serrated Slalnlass_� 5nnpakncX 5 pnra::N E d' Bondm F el DI t Rubber _ SteolfMnBe Nut 9 _St Rain(.dbf bepnYl 1 FI 1 Nut .l Svrr SteWess ntn SnwN•Ira<N St. Flanga Batt SnaPNrack ( I_s: Mln Flnl:h 9_.xt g- Grander LFo Solt $n AIF psh IIp pose Mlti Pm¢h L F t S([."do `` Baca it Shown) l� �r c,t ck S y l k BLae Skdxn) SMIIIF cF r•✓ Poot g t IA +nab L Fuct Bx.� i Flncn n•J S SnapNrack Metal SnapNrack Bonding SnapNrack Bond Ing Roof Base with d Stanoff Assembly L Foot Base with Flashing Bonding L Foot SERIES kk TECHNICAL DATA 6000-. ,. s . r • Series aluminum .• ... _ �- * - Materials • Stainless steel ••Galvanized steel and aluminum flashing • Clear and black anodizod aluminum Material Finish • Mill finish on select cornponen Ls •Listed to OIL Standard 2703 for Grounding/Bonding and Fire Classification Calcs.&Certifications • Class A Fire Rating Type 1 and Type 2 modules • Stamped Structural Engineering Reports for all 50 States •Grounding SnapNrack Grounding Lug (One lug per individual row of modules) • Integrated bonding components Warranty 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contactia)snapnrack.corn � `,.:b• at/Plrech z• - h: di lrq 'I rrr. All rl lt��:'r.^o SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION HASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED 'f f �® CLISSIITII'rnnrrmCED SNAPNRACK STANDARD RAIL --- s ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINSO ROOF SHEATHING, UNDERLAYMENT, i AND ROOFING MATERIAL® IIIIII1115LAT1iL nor t n AMINSTRFAM ENER6Y CORP,Y OGESIGNEERR: GMcPPee�ars SCALE. ® PnRTNUMBER: OESLRIFTICN REV IDA\VI ,.t�,.�. •o.+..�e ^��� < DR,� 8100 DOI SERIES 1000VERVIEIV.ON FLASHED LAP �70wyr�+» .. ". APPROVED 9Y: DAB: ® L-FEEL F REVISION: SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL --, ROOF SHEATHING,UNDERIAYMENT, /. AND ROOFING MATERIAL® ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULDALWAYS BE EMBEDDEDINTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS IE1lElTJTl3=F O�C6GCIIiILCTIL�L*7 `1 p MAINSTREAM ENERGY CORP. DEWONCR: OMCPhev . SCALE: ® PART NUMBER. DESCRIPTION: ppV DRAr ER: OR,. 5100 D02 SERIES 100 OVERVIEW.ON STANDOFFS APPRUVED BY. DAIE'. ® F SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" ' EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS - -TORQUE ALL I"HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR -SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS -BLACK S.S.7-9 FT-LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE CID DOWNSLOPE) 7 -FOR UNEVEN ROOF SURFACES, USE -SNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG FOOT OR STANDOFF.SEE DRAWING (NOT TO EXCEED 300 "STANDARD RAIL LEVELING"FOR �'\ OR MANUFACTURER'S DETAILS AND LIMITATIONS RECOMMENDATIONS) 1 MODULE OVERHANG, \ i STANDOFFS ARE BOLTED " INTO ROOF RAFTERS OR STRUCTURAL MEMBER "RAILSPAN" DISTANCE BETWEEN ROOF ATTACHMENTS "RAIL END OVERHANG"(NOT TO EXCEED- ' - 34%OF ACCEPTABLE RAIL SPAN) `NNSTRE E_N ERYCGRP. DESIGNER: GMCRMOea SCPLE DNS PARTNUMSER DESCRIPTION, ' REVs� rack DRPRI'eR. o Ryan S100 D05 SERIES 700 TYPICAL APPROVED BY. DATE: 120113 -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION USE CARE DURING - LEVELING SPACER ;i SPACER - INSTALLATION TO ENSURE H THAT THE SET SCREW 1S - 1X A`-16 X I"LONG - 2X S' 18 X 1"LONG ROUGHLY CENTERED BETWEEN g SETSCREW R SETSCREW THE TWO PIECES BEING®I NEI) L4 Li r t t '' - t •- STANDARD SEPAES 100 ❑ ATTACHMENTS FEATURE 3"OF tI °� - •_s Vi t -' ` ' � VERTICALALL C A POINTS WITH I ._ RHE USE OF 1"LEVELING LIED (SPACERS ® ® THE FIRST INCH OF ADO)STABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L SCALE 5:8 FOOT AND STANDOFF CLAMP COMPONENTS t I f t RAIL HEIGHT C7.5" =RAIL HEIGHT C:B5" ' RAIL HEIGHT CD.5" - RAIL HEIGHT aO.5" FOR AN ADDITIONAL INCH OF i ABOVE ROOF SURFACE P ABOVE ROOF SURFACE r ABOVE ROOF SURFACE (i ABOVE ROOF SURFACE HEIGHT AD,7d5TMENT,ADD '. 7"STANDOFF 7"STANDOFF 7"STANDOFF 9 7"STANDOFF ONE LEVELING SPACER. USE 0 PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 300 OF kTTACH MENT POINTS ON L-FEET OR IT STANDOFFS. r, t FOR A SECOND ADDITIONAL t INCH OF HEIGHT A - _ ADLUSTMENT,ADD ANOTHER t VVELING SPACER, USE OF '� .II jfWO LEVELING SFACERS NOT 1 0 EXCEED 100 OF DIC _ ATTACHMENF POINTS ON LID L-FEET OR 10"STANDOFFS. r RAIL HEIGHT m.0 RAIL HEIGHT m❑ RAIL HEIGHT 3-LS I-Sa, RAIL HEIGHT 05.0 r ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L F0OT I. ONE L FOOT i = ? PLUS ONE SPACER v PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT - MAIN61REAdEJERGY CORP DE IGNER CMCPneelers SGA-f PART NUMBER DE.CRIPTIDN , REV [`J _J.,��L 1 - • DRAFTER cu;+"o S10U D06 SERIES t00 RAIL � F &fzomm _ UAIE LE TEEING APrRuveu er kEVISIDN USE TILT KIT OPTION FOR INSTALLATIONS l"HAT REQUIRE MODULES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO 15 DEGREES ABOVE ROOF SURFACE USE OF ANTI-SEIZE ON TILT HARDWARE IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: LB" 9 STAINLESS TO STAINLESS HARDWARE) WITH STANDARD ENGINEERING l REFER TO S100 TKT SERIES 170 TILT KIT TOOL I' FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION 0Y 1 1` SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF RAIL STANDARD MODULE INSTALLATION SNAPNRACK MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL SNAPNRACK CHANNEL NUTS, ��_ ''TM 4,� TORQUE TO 10-16 FT-LBS WHEN t. SNAPNRACK L-FOOT USING WEEDS.WHEN USING ,_ • ALL-PURPOSE OP. SNAPNRACK BONDING CHANNEL I, t L-FOOTCOMPOSMON NOTES: NUTS,TORQUE TO 14-16 FT-LBS. WEEDS ARE NOT REQUIRED WITH -TORQUE HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. -SILVER S.S. 10-16 FT-LBS �. - BLACK S.S. 7-9 FT-LBS - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT m'X 1"(OR 1.25")S.S. BOLT ANGLE,WIND SPEED,AND SNOW LOAD - BACK SUPPORT"LEG"IS FABRICATED FROM A SCRAP OF RAIL.CALCULATE WITH SPLIT LOCK WASHER REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT®INTS BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE - FOR LOWER TILT APPLICATIONS SEE"SERIES 100 TILT KIT G-15 DEG" _ -SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR JILT LEG IAAIN TREAM ENERGY CORP DESIGNER 0M&haetB," 6CAlE DNS PARTNOIABER DESCRIPTION REV ,�)p L Q) N�1 """ :? "' pRgFTER o eye" S10D G10 SERIES 100 TILT KITS 10-45 DEG WITH L C pAle FOOTMOUNIT I F- 12Pw yp Ayotwoz APPHOVLU BY 120113 USE TILT KIT OPTION FOR IN57ALlAT10Ns ow THAT REQUIRE MODULES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE } 7l SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO CE DEGREES ABOVE ROOF SURFACE ON STANDING MAX LENGTH: FBI' SEAM METAL ROOFS WITH STANDARD ` SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING ' RAIL STANDARD 15 RECOMMENDED(PARTICULARLY FOR STAINLESS TO STAINLESS HARDWARE) � r REFER TO S100 TKT SERIES 170 TILT KIT TOOL ' ,I FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, 1 � SNAPNRACK SUPPORTINGTHE UPPER RAIL AHEAD OF TORQUE TO 10-16 FT-LBS WHEN CHANNFL NUT MODULE INSTALLATION NG WEEDS.WHEN USING SNAPNIRACK BONDING CHANNEL - "X T" (OR 1.25")S.S. BOLTS NUTS,TORQUE TO 14-16 FT-LBS. . WITH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS. \ CUT REAR TILT LEG FROM SCRAP + OF STANDARD RAIL NOTES: \ `• ' a SNAPNRACK SNAPNRACK SEAM CLAMP -TORQUE "HARDWARE TO THE \, NIIO CLAMP ASSEMBLY WIDE OR STANDARD BASE FOLLOWING UNLESS OTHERWISE NOTED, - SILVER S.S. 10-16 FT-LBS - BLACK S.S. 7-9 FT-LBS \ j - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE }E"FLANGE NUT } , TILT ANGLE,WIND SPEED,AND SNOW LOAD I �` SNAPNRACK L F007 ALL-PURPOSE - BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF `I "X 1"S.S. BOLT RAIL CALCULATE REQUIRED TILT - WITH SPLIT LOCK WASHER LEG LENGTH. CUT RAIL AND DRILL TWO J" HOLES AS SHOWN SNAPNRACK SEAM CLAMP - FOR LCP/ER TILT APPLICATIONS WIDE OR STANDARD BASE SEE "SERIES 100 TILT KIT 0-15 'DEG" X L" (OR 1.25")S.S.BOLT -SNAPNPACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG _ (�� NAINSTREAMEN RG dF DESIGNER GMcPn=_elms STALE DNS PARTNUMeER DESCRIPTbN REV �L V Q URAH-H- GR,ar 5100 Di1 SERIES 100 TILT KITS 1045 DEG 9Et PM P72 Ai,.N,mbq:13yah= _ •. APPHUVED ev DAIE 120113 CLAMP MOUNT F I NOTES: REVISION -5/16"LAG BOL75 MUST EMBED 2.S"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: ANDTIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FFLBS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S, 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION RAILS CAN MOUNT T VS DOWENS ID E) L FOOT BASE AND UNDER ROW OF L FODT j X 1"(OR 1.25") OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND •��' r CHANNEL NUT SPLIT WASHER S.S. LAG SCREW �/'� WITH FLAT WASHER SNAPNRACK �� 2.5"MINIMUM EMBEDMENT STANDARD RAIL ' - 4 IS STANDARD , SNAPNRACK COMPOSITION + ROOF FLASHING STEP 1: BOLT L FOOT BASE TO ROOF WITH •? LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. r ROOF DECKING TYP, FLASHED L FOOT MOUNTING POINT FOR I USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT I RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS ASi SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. 1 MAINSTREAM ENERGY CORP, DESIGNER: 0MWheete=s SCALE DNS PART NUMBER: DESCRIPTION REV � I� I�C ��ti' "'" --•.w>=•-• "_.- "" DRAFTER D Ry. DATE: S100 PEN D01 PEN DETAIL 01PALASHED L FOOT TO C fFR$(Lilamrvffinwfi3yaBaerc ...;:> .- -<;..:a.: APPaoveo BY: 120113 CAMMING SEAM CLAMPS ARE REASION SPECIFIED WITH A BLACK OXIDE STAINLESS STEEL BOLT. IT IS IMPORTANT TO USE THE PROVIDED BOLT AND TO TIGHTEN TO 16 FT-LBS FOR FULL LOAD CAPABILITY CLAMP CAN RE USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE'ADD WITH MODULE CLAMPS 1.17"TO THE"STACK"ON TOP OF THE CLAMP(X)AND ROUND L FOOT OR SIMILAR TILT - UP TO NEAREST b'BOLT SIZE BRACKETS CAN BE ATTACHED TO THE TOP OF THE CLAMP AND PROVIDE A MOUNTING POINT FOR RAILS OR OTHER 3: BOLT 1S STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L ❑TORQUE BOLT FOOT AT THE TO 10-16 FT-LBS SAME11ME ,X.. SEAM CLAMP BASE (STD BASE SHOWN ' BUT INSTALLATION 1 OF WIDE BASE IS SEAM , IDENTICAL) ' CLAMP i '9 CAM - 2: OPEN 1 CLAMP GETS 1: INSTALLATION STARTS SEAM LOWERED .S TYP. WITH CLAMP IN CLAMP ONTO SEAM 1 1 OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 2 3 E I MAINSTREAM ENERGY CORP. DESIGNER: GMCPNetm SCALE: DNS FART NUMBER: DESCRIPTION: REV (n��� rt c� ' '" •�-• ••• DRA,ER o Rya, $1DO PEN D04 PEN DETAIL 04,SEAM CLAMP F DATE, 120113 RR16P�UIJ`UI'GC•YIEAJ3&6fliT "' ,....,....»•.... ^^:... APPROVED BY. �P . # solar a SolarEdge Single Phase Inverters ' R e •G` i 1 SX �� �, x Y --For North"America h SE3000A-US ? 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E 30UA CS A5'7COA US'SE UO/A-US? .SE,60[)A-US;SE!U600t>-!tS:SE.I IOOe1-'.;S _ SE30011A-US 5E3900A-US SESOOOA-US SE6000A-US SE]600A-US r SE10000A-US SE11400A-US OUTPUT _ 1JA0 '�dUyv Nominal riC l: vrr Ouryrut 3000 3A.00 51101! 6LI)(1 7b00 ,,00000 .40,1 1.11p0 VA S400{RI 20(tV I E1 11 D 1IE'", ._ :vlax_AL JR`f:Uu3pUt- _ ,a,.iUU-- . 1)SB 94S0.m Jill P/ ti000 '5450-' LJ"'r0 .1140V IlO(VJ - I.4 4C OnIL'u L`/Nta,;t V9 in,idem.FAax. ' AC Ovtpot Vulta§e NIin.Ncnt-Ivla✓' 211 ?do-261 vac AKrraq encVMineN(, N19x:'' 591 00 f,U.S fnih lllcounNv 'i'o57 60 [0.51 - Hz Fdaz Gnhnaons Oolpl{{anrnl 12.5 tb 23J >,9V 25 37 {3 -Ili)20SV 47.5 A . . .. .. 21.h z.m, _ - 12_Z10V GFPI rhresho10 1 A Un i: .. .. . . . io .. . .. ._ .. l4�fssonitorinG,19an01m?roccr' n,(,cun[r':(.onHRurahle inreshnlf is Ws 'ffiS INPUT ... .—___.. Mllxim o m L)c rovIel,(W r7 � 0S0 -5100, 675U -� A1017-- � LOSU 13500 Is150 N .. Innz former less,un�rou nUeO Yes fvlor,Inpu[Valtage - _. .. ... - SUO .. ,. .. ., YO` . Nam.ER Input VcltaRe i25 C11 208V/350(J 240V Vdr:. r C S JOtli 33 re 208V NIax.Input Current' O.5 13 18 23 1A5 Atic Mas. 'np¢Short Ore uli Qvrant � QS � fde , Feoerse-Falaji C;Protection '(e9 .. ..7 .. ,. .. .. .. .. .,ruu nd 4 wit'nlafion DetcY 600k SEOSiOvfh Masimu n 1 newer E9i Ci>ney 977 98,2 ... 993 9R3 r 99 9R 9N % c a 20tlS 91 209V C EL VYele+h ec LHkiency 9%5 98 97,5 9%.4 9 -OV NrhtmmI, c-.er('ansu ny:fian <23 .. - .. « _-_ _ _ _. W_ ADDITIONAL FEATURES 5uPporl2i Gon ul I b nlca don fill ertaces RS4E5.Rs2 '+ Lhemet.Z ,➢ee(opdenall Revenue ad U tii,411I c 12 U.. .• _. OPtton d, .. . .. ._ .. Na IdShutduwrI NEC 2014 90.1_2 _ Fumrwlal Ci e nahled, ha,,SJ.rtd,,ra pu skit do,,in kit ." mi'd_:'__ STANDARD COMPLIANCE sAet! U 1741 UL 1f 1 R Ui Si)-- -SA P 2 -. Cr tl Cai memo Cand'a«Is _ IEF -S1] Emissions FC oa lU c:as U INSTALLATION SPECIFICATIONS A( utput mndvltsbe AV!Grande 3/4"minim.n!'16-6AlA,G _ 3/4 ,iniaw iIS3A'eNG .. .... ..1. .. ... .. .. LC inpa[ on iuLL si<el [fstringsi ' - i7 mmi14 (1 "12'Cringo! 3/4'"mLbtr uu /1-)spinr;5 'tb 6 \tNG �bVC9 range. .,, . . .. ... ... 14 f li 10 l:Ioer�io swith Safe[v Swi¢h - 30.SeU:, !'.t 775x 3 I';, L94 305x e3 1).,/ M/ >, eight _ II 715 31:x 26Q M111 LBr_v tlnatety Swltc6- . . �, ,,. �- 51.21232 ,. - .-- .�. 1//24J SR1 d0.i InJk�q r. Natural wm,icflnn Cooling r N.Aura',Ccnvestien mlo mteroal Fans fusel replaceanlej fan(user Nose ut) OR,p . M r.Max.OI e., ng Tern Prratu re 8nn�e .13 t,1 1401 tci.en I+n m+ho rc re<m 1,al3nle Pro[ecton RaHn, NLMA 3R aFe: klm it L000A5a` SJitSIUEf_ , t 3., b. A solar - Qo � ��� SolarEdge Power Optimizer 4 Module Add-On For North America P300 l P400 / P405 41 T�� F .. t s pt J f e. • • 4 It( .n - p PV power optimization at the module-level d ; — Up to 25%more energy _ '* • - ' t. — Superior efficiency(99.5%) - .�" Y 4• — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ; - k 'Flexible system design for maximum space utili2ation ' — Fast installation with a single bolt " — Next generation maintenance with module-level monitoring ' — Module-level voltage shutdown for installer and firefighter safety USA r t Ih�!AiY - �- .�•! - � 1. PKI.- - JAPAN [HiWP .6F.A�, AkJSYRALIA F y,V _.7 e ; 1:!oP..U", solar=aeSolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 T P400 P405 -__ It.,6&MI modulesj (tor 72&96 tO, l odula; thin film madulesh INPUT _ _ Rated Input DC POwer"' 300 400 405 W Absolutre Maximum InputVOlteRe 48 80 05 UrJc (Vot ai luwysi temeeraule). . . _ . . _ .. .. .. g g . . .. ( .. .. • Los WCIJ�PPT Operat1n Ranve 8-A8 8-t30 2.s 1 _Maxirrum short Cirrurt Cun-ent(hc) -. _ - d0 - Adc Maximum DC Input.Current :12.5 1 .Adc Masi mum Efficiency Weightad Efficiency 98.8 '% overvoltage CateBUN_ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 _ _Adc _Via xm unt Output Voltage L 60 85 _Uflc _OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) _Safety0utpuCUQltage ep rpow rOpti+nixer __ i _ Vdc _ STANDARD COMPLIANCE -- EMC„ .,,.. .,. '. f-('C PartLi Clan B,IEC61000.6 2,IEC61000-6;_• ,,, ,•. ,,.• _ .__ .,. Salety IEC6)1o9 1(dass l safety);UL1741 .I ROHS Yas _ INSTALLATION SPECIFICATIONS Maxunu n Allowad System Voltage - 1u Pzxx 25erle5 iR] JIJ x4U-$/ti xh34x15J m rn Ill DlmenSIOns(W x L x Hl r IM x15)x;7 ' j Px-5 series bs 8 x L52 n ,51 128 x 1 2 x 48 xx l nt[n/in .•, •,. _ � .,z53/x103 Ss 597<137 5x5 97x 1.89 Weight(Including cables( Pxxx 5 seuas 7/0 1.7 �3 0/ >1 Qr J Ih • o 1 / 0lz05 930/205 gr/In Input Connector NIC4 Ccmpanl le Output Wie Type/Connector _ DouUle ins Ulated MC4 Compaible Output Wne Length 0.95r30 - 12/�a - .. .. MIft . . .. .. .. ... .... .... .. _. .. .. ,._.... . ... Operaunt,TemperaaieFa,rge 40 -85/ 40 Fl otacnon Rating P<.x 2 5er es ( IP65/NEMA4 Pxxx.t seres Ip6d 1,Nt MA611 ,Relative HurnidltY ,. f 0-too ,.-_.. .. . . . ... ., .. -, ._ --- noted src w,.z,nr me mien;:mwwe or�e ro.s:e p+,ve +mzunre.no.ea PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER(* Minimum string Length j 8 10 Seri 2 rs L8 (Power 0n tn (Pow mrrr Puwcr t -- ._ .. .. .. .. M aximu M .ir P n String Length Le 25 7S � SD pei Stnng 5250, _ 6.000 ,,, t 127S0 _.. W., Parallel Strings of Different Lengths or Origntol ions Yn9 �.uno[.A 111'j r0 inn"W1 wn4 Pa00!PJ06­00r1 i111n one tNnp_ r L • Mono Multi Solutions 4 ®® IHE l "v r J ME 60 CELL MULTICRYSTALGNEMQDULE ®® '245-260W - --P o5.08 POWER OUTPUT RANGE Our most versih,e product MAXIMUM EFFICIENCY 'r p7� 3/C � One of the indus3ry's most trussed n',oduies POWER OUTPUT GUARANTEE y,ra:.rr.•r�^c.•n":" ^.^ .,. ...- r;enatatlon ul-cio-.oltoic Nighty reliable due to stringent quality control -ertiPied to withstand challenging environmental conditions LINEAR PERFORMANCE WARRANTY -- — 10 Year Product Warranty • 25 Year Linear Power Warranty Trim Sohn LimOeb ' Aptltltppn/YC'Ue frbrn Li �..fy �.. ,•� nc'Snlnf.11ppm Vbrtnnry Trinlasolar _ e:l Pneu;y Tageme: , w.n s ♦ :a ai _ THE Universal MODULE TSM -JOAO5.08 DIMENSIONS GP FV M0091: _ I . onnnm u 9A1 lack Pooiar Walls-P::.:ttVp) 24$ 250 255 _^n0 Power Outpuliolerance-Pu tiff (I �ecrmu C� Maximum Paymr Voltage-Vnn,IV) 29.9 30.3 30.5 30.6 Malin,, (A) 8.20 8.27 B.3> 0.50 pen C LcWl V RageV7jv! 3].3 M -38.0 - 38.1 � - 38.2 '`w`srvie.:xu 5"d Circuit Currant-lec(A) 8.75 8J9 8.88 add a Module EfFdenaV I%j 15.0 15.3 15.6 159 E cEc rRIC_: L,,jP NOCU nnaninwm Povrer-6n...iWp) 182 166 190 193 Maximum Poway Voliage-Vruo(VI 2Z6 28.0 28.1 28.3 Maxim um Pawerrnrenf-I:n4IA) 6 59 46.5 674 6.84 Open Circuit Vdtage-V,,(Vl 35.1 35.2 35.3 35A nt fr� Short Grculi CunanHac(A) 7.0' 1.I0 ].l] ].J r _ •sld?IuCS. .,Ar4 Solar cells MVItI,,aalline 156^156 man(6lnchesl Call orientation 60 calls,(6.10) Nlodul•�'+ /�(LV�L Weight tlin,ensionz 18.6kg1650 992.95 nuv I6n.Y5.39.05^1.3J lncirevJ Weigh) 18.61Ca I41.0 Ibs) Glad 3.9mm(0J,1Ine,.eLNigh Trommi3lon,AR Coated Tempered Clan ]00/1000 ram Boc laheel While forme 81ack AnoClzed AlumaNrc.Alloy r .1-8az IF 65 or IF 6]rated 4-1 cables PhalowllaicTechnology cable 4,0 mm2(0006 inches'), 70011000 mm I-V CURVESCF PV h4C0ULE(245W) Connector MC4 or MC4 Compatible 101I T Z .8 t ;F i .IYt3S WAR- 4tf N mea11rg Cell Icy P. duct _ Te pe erotur lure(NOCT) ad°Cis 2'C) workmanship Warranty Me 6l 2 --_ ..-� ( Temperature Coefficient of Pxv + 0.41%PC 25 year Linear Power Warranty s� u 4„ "'� --- femperatue Cae!fcieni uiVx -0.329./°C !^^-.- Y,n:oe e •....... r..•c°, Temperature Coefficient of lsc 0.05%/°C is,. o to• -� ., _ bNlage(v) �� M'AhAtlN I?ANNGS Operational Tarnperat,a, -40,W-C Maximum System I600VDC(ULI Voltage Max Series Fuse Rating 15A. CERPFICATICpnN - C @W SP' PAC,?G11d G CON F CJ R_t lop usTm a. Mada'zs per box:30 pieta w ® � {� d Modules per 60'container:840 pieces , .WI.•f' tv r,; - s •E' a -.p - Trinas0lar