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14 BECKET ST - BPA-15-1026 Gt= �' The Commonwealth of Massachusetts OF 1t p Board of Building Regulations and Standards CITY M Massachusetts State Building Code,780 CMR Revis�-lrr�2011 VKY Building Permit Application To Construct, Repair,Renovate Or Demolish a /� One-or Two-Family Divelling This Section For Of$cia se Only Building Permit Number: Date i pplied: Building Official(Print Name) Signature Date 1 (\ SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1 14 Becket Street Salem, MA 01970 1.la Is tltis an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zonc? Public❑ Private❑ Check if ves❑ Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Reword: Cynthia Nadeau Salem, MA 01970 Name(Print) City.State,ZIP 14 Becket Street 703-303-6506 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ FlExisting Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other N(Specify: Solar Brief Description of Proposed Work`: Install 5.72kw solar panels on roof.Will not exceed roof panel,but will add 6" to roof height.22 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1. Building $2,000 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $21,000 ❑ Standard City/Town Application Fee ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ a.Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: J6 Total ProjeM Cost $23,000 0 Paid in Full 0 Outstanding Balance Due SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8130l17 Gregg LaCasse License Number Expiration Date Nance of CSL Holder Lis[CSL Type(see below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) W.Wareham, MA 02576 R Restricted LR2 Familv Dwelling Citv'ib«91.State,ZIP M Masonry RC Roofing Coverin WS Window and Siding SF Solid Fuel Bumine Appliances (508)291-0007 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/17 Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 Citv/Towm, 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 pemdt. Signed Affidavit Attached? Yes ......_..1f 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 Tom Blumetti to act on my behalf;in all matters relative to work authorized by this building permit application. Please see attached letter. 10/26/15 Print Owner's Nmne(Electronic Signature) Date SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic 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 guaranty fund under M.G.L.c. 1 d2A. Other important information on the HIC Program can be found at wm�-v.mass. ov/oca Information on the Construction Supervisor License can be found at ow wrnass.gov/djis 2. When substantial work is planned,provide the information below: _ Total floor area(sq. ft.) (including garage,finished basement/attics.decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" _ INSTALLATION OF NEW ROOF MOUNTED BECKET STD 5.72kW PV SYSTEM 14 BECKET ST ' ` E I SALEM, MA 01970 1 : A . INNx,d I RNNTRNS VICINITY MAP IL' �. E NPTICIl� scAxe IVTs SITE PTDwpI IALI,D NA TNLs. . NFEAU,CYNTHIA S6E<5 PmjclAtltlm55 SO BECKET ST 'A".,MA 01970 SHEETINDEX E Dtanin TiAe: 1. Lo m s c w g" ol, s s 14 . " ENT E ".EGI LLB PV-1 COVER SHEET W1 SITE INFO 8 NOTES TLFfAlE-ISFN'GlJRFLNTNFGF0L�NNHITL NEED FEET IN Tl THE.. PEN D: sµNGkSL D E E PV-2 ROOF PLAN WI MODULE LOCATIONS Beorosensnxw NSGEII m NLD D++Gwt no.lPs.>.LL HE OEBSDNs oANEn�'DR EwPPos_T.v TIL TVATINLNF PV-3 ELECTRICAL 3 LINE DIAGRAM solAe srsTEM 2,THE Mt q OVIX KIXF 60 "OE O L E D 4 fl E E 0 n INIOIm00N U 0 B EL G."lNI.GllLLH'IlNI;FFL a 0 HE P 0 ofiu 6 o V' I�. :C+Ms ITT" c D F, Ov oLIGHT FELT.IN ITHE E. PETITIONSO B D NO 0 0 GB 9 6 B L E AL E'.NI rDOE HE ;LEILINEIUNOWD xNIIEGGIFAPL ACCOPMICENTFI UNsrFULI ON .:TAMIrNFRIINLaUWVNI., E'NnIgNALE1ECTPI0fA0EAPTCLE In lEs. FIGTH SOL FLIT NmpER IO,Ar B SLCIII IFIOIm3fi0Nl O R F ONEINITE NE NSTALL4TONOFTIIU ANN1111.11G. FT LOTO'L NLE TNT.111H.ILL, ULU .T.TN IT EL TO FILE PIgIWOLTFC 5Y51EFA ThF PIVRFOTION IN61'ALLA HER CONTNACTORGH VVILL Nd S-NE TNC CVFPFIJI Po. ATTENDAa E XST E D NFL. . Vu eSrlf mEPv SYSSINI0 THE IN 5 !M1 E CPROCEDURES OOPONA glAXEVU 98AIlTV ANO GI ti LOO.G W. - OUi Vn4 nL[Vna. pl,NA ! vPIOs IOmESNITI.SiAPi JVTNE u1EN Cu1N'POIBPI�E "I'll Ill. TI nwtET rrSW EMCTONESI OV� AVL NV.UN1 Nei LHFT E'COFtuACTOP BIUL [ TE OF NILry Ne NN'uEU.:REE ITS ILL IrOE[AA ONE a mus AreNDEN AF FIRST IN PERFFOPNIE Au.ININAL 1FLN TIFFIN'ASPO - NN IIINN 0ENHONS -"I"'T"" GOT yECYB NQ S FOR SAE Iv T:PECCUNENOEO OY THE ON THE..NOR w.VnEwnr,Eblp UIR BOIL V N LENT�EM IF.CATEO LINTRL c N D TH D D I D O T. 0 I NTioS W. DonoLl Rcv.No. Shxl D PL pF tNFNEN RpLPOP FE L' Hx 0 C' ONNNE t p eLEG F TON xE NnnLE 0EI EI a 10mNa THE IS ITT O ap AUTEu ICDL aV.sFD E N NN rrtl GOT,NINE REv. D CONSTRUCTION FOR THE SITE ON o ouND ImppmENT1.E E.G. s s EA co A . oN B cca r Ery v LcvaESPEPEN 3 F e H T .BC G C F. CN U aENEIM NMEO EPEC GALLONS. N NATE[ r- r S ANO xEOYPENIFIE D 2mao IF I,lLIEN YNNT,III INTENEDm TH A 111111.NI.HAN'ALTER OTHER TNAN'A'PLEASE BEFOVITO Twt I r.,L OQU.-TN a ..,nTEN r F.RA .E.."Ol R OUR TOAI•AIELTY OP EONNNNT Ale.�wAF- -.. - .:. mra nrnn vJLHe,.I:rrT"N,:TV w PY IX,kR ACGIHE TYcId! AIII:Wk1;F LLA.V V'Q� Pro EOVlau[xl.—LIE .aP6PEG,AxPaAr:,rtE� M1NEXr 901gk MOkIIL[ .5111.1 NEIHNLE oPNT6,11PPXt IPE EPiO —F Wd I. rVU W,C p<rI EP FLP 6PPLING •IS 0 r L �—If:I:N 3E PAL TRpL b IRDNRIpC.E'L"Fp'OT •I I rPE5C T01HEUNIPAG tt tc[x w.wrx� YPFASPHALT$rNNGLE$ r�< �o L,rN a N tSUyN MOW FA XMG PYO 6EA:ANT4ry _ 0 /\/\ .LPM1..0.PL4M r12 ALUittN V.NULL}eb FOP 5PPC5FNp !NG NOLL OEIdILy E II5TIN0 RAFTER FI G,".DCpPILAN iUGI Ntil E%.E[0 PEPY.HEIOM. ac:rpN Al FOP 6PEI211IL T�ATTAG.,LiENT8 CLIP DETNL PE' LIS rTrVMOOULEATTACHMENT TNFIGHT FROLAGROLIND LEVEL TO PEAK OF ROGF .Y OrE:P[FEP iOLIMVL[9i[c6FOP LLtwe xal tOSc!LE s.ArF.'pT xOSCu[ IB6r1Cd l RLON c,n6 40. nur :IPiION•n, DC R3 M u0 P c PrGLPtl Tu s p - NADEAU YNTHIA 'E L [. i 1P ITY C 5. r� r 1.s J C� Eu II4 li ! .� �.: R2 45 y Ux�a �,p I LANE,, la "I'll Pro cOl Atltlrnss' r/D � 9 ]4 BECI(ET ST FRONT BACK YJeV3lO / / �/ // / Jtl UV3l IFFFFIIllf PROPOSED S RkW Q/ Cr' krNL 4•� rc"tr` /. SOLAR SYSTEM B u6f Lf [ _ Omwir' IrtormeL On IT 1 I. I WG IxmS R4 R1 ILA am Sr. arcrn Informetlom nrr E 1.1:uu urnt. r.IaLL EcuwMExl Exw nErrvI.L.M wJII.l.rvcElM1lrxlxs v1 Ex N r n Rev.No. SRxI II d) ROOFTOP OLAR INSTALLATION ONLY PV ARRAYWILLNOT EMEND BEYOND THE EXISTING BUILDINGENVELOPE ARRAY SCHEDULE I SYMBOL LEGEND PLUMBING SCHEDULE EOOIPMEN I SCHEDULE r 1 V L cPOnLvlm nv un W E 60 E LD F O E 0 NVxlv/S R M TS14MVPWYV91 RAL r�I W 0 0 p T q 0 VNINFC SI:sOWdVS x rr7 v.1 6 c OL Cn' UER EL sF UNI LEF s © Gn ® wo 1 u ) .. •• p 6 OTHER OBSTRUCTIONS uw¢mm�L1 rx EP Pr•x xe tm. c c wmt LEI s c ox ne EPLOPE co r 1WI V!Slnt. MSPEPSANOOETRIL( v p) O NEu'�/. L.O1 GT LOBE ® rldG Es rvEu AVEq EF PL r c -IPOiNi6. x D NLL NSTUEEnoun PE • r n owTT�FOP .Im.., m.LLLI Ill-ox a rnrl e0 w ' v r+.Gomr.Pmx-+X PEFEPTO EaPPMExru LE Foa:.Lr... P.r:r::.wnT ErA:y E,FII.l l LOWED HOltler. NOUN D UNDER SC10.4 NWUI£ xx-xWwNO... w/IS WM Fpfs V'IW>Y AMMOIr NEC90.u1.E aA Ie.R Pu[m"Ms PSIPIxc 251nIN450111AO Wi S IN 5EPI E5-ISU wne. 1 F ______ mrvcnw _ _ ... TC TNIANTFID P1! NI INry P epx I -1 I Il I , I I I j I I I / I I III I RoviSons I I I I I NO FnlVllox PN'.Ct TIRE:of I NADEAU,YNTHIA MY CIN1 ITW RIX6 XOTES 10.'YAtt<CC1111111.V5 [OMOLIIS WrtX]011 NEC 6CI RECEPTACLE PlO CC1 ALE T,55' 1.)LOMEST EXPECTED AMBIENT DDAPFMNRE BASED ON Ep511XG' j'ISAM CAHXE A F1 MINIMUM NEAR E%PSME DRY 9.NH F.1 /3IOV ^,f 240E 10 n IEMPERAIUM FCP ASMAE LOCATION MOST SIMILAR TD POTY 1 1.MNX FEE A'QR WE ST INSTALLATIONCOCATOX. WEE51 EXPECTED INOEMT EIER 1.BUSBA � $AIEM,MA11191p 1EMP�_ S)KWEST CG4TIXUWS M91ENT IENPERANPE BASED MLI W A91ME NIOIE51 4CNTI 3R DRY BULB $. j Dldvrin ii11B' IEMPENANI2 FORT A RAE LOCATIXI MOST SMILA TO SE LM%ABI£90A IN STNLATW LOCATDN. HIGHEST CWTHUWS TEMP _ 0154U"HECi NSEp W/ MA DO $ PPOPVSED 5 RkW .10 W/MAIN .WA EFFUSED PRWUCRON SOLAN SYSI ERt 1)MS ASId AE FUNDAMENTALS n DESIGN j W.LOAD CENTER D1S0.MFECT YEFDR IWYFBI£H.t1 D TEMPERATURES 00 NOT EMCEED 17t IN ME UNITED G ES(PALE SPRINGS,CA IS 441Cj FOR LESS MAN 240 1 240 N OTBwn OIpIT010n B CLRRENICAFF 1N0 CWOUCIORS IX A �I1 Iux'Irvc p<rE' SLI GOOF OF 47tG LESS THNEE OOF MU E9ATES).TEMPERATURE E r C-L Jr B woman - � �e oeloAve � f J` >«a rl�j xfNS blxv plOIT01 IM6xfxmf CE 42C D SING(ALL OF CGR D STATES), L 1 rr } PHOTDYDLTNC POMFN SYSTEMS SHALL BE ---- y�1 PWxIT1ED TO OPERAW WTH UNORWNMO -u' n ©ID 2, 1 OOI PNOiOVIYTNC SOURCE AND OUTPUT pR0.pT AS PER -� -s ITAL—E.1111 w rvec 690.55 CENTER MAIN TED UNE WAD (f�SDUARE D SQUARE D J ______J ImnlrnOFAD moNV E: 5.)NL EOUPMERT INSTALLED OUTDOORS SINL HAVE y CENTER INSULATED LINE iM5 �` PN: 0332N PN: D22RRB M.--------J ArOulrt[i uSEp'. Inlxn:fiU A'N"n RAMW NO..ED MNN FEEDERS nIS.UB NEC 690.fi4 1FC111 IU IGalp CA LCUTATLON5 F00.CURRENT CARRYING GOH DUCE w< TIDE IWipm EdG`CTOR.,A.,PER S1RW0 C111 TIV' [x[c EIO.C(e)I LI} DSDGN.2S)I -FLISA A.W/ID.OERAIED AMPACI TY N Ennpxi BIER'TEMP: NS'OW OEPAIIFO FACTOR: ]B RACEWAY GERIATRIC U . . sh 11 (10`.]6)OBO-21.33A 2632P'-18975A,1NFI2FME WE SIZE IS V1U0 cl[IOEusTxtiA TOTAL AC REUUINEO COIWCICR ALPAOTY 2D.A'L25-28JIiA 1 Ix/f-vm lyv:rEa.Vuo m AMC MO,DIA TE➢ MPACITY Ian Ermv.j xmninw111 Vw w1<,. AMBIENT TEMP:JOG,13AP OENH1NG: 1.0 +Gal- DESWpa.US RACEWAY C£RAWG S 3 CCC N/A a'vm v:/n.nm.wrvy lnln rx POvnp 40AT.0-1OA RE 40A:S.ISA THEREFOREWEE AC E 92E 15 V,WO hMl AI HIU YIIwwx.Nlp xvpnp W 1501^ lour E Wn mE fi wRE E! O NOOQICMV IwIc -- TOTALINVFATEIE WRRFRT:CU.00A TPAMEMON �'W T-lxwlu.l+e llm� 9.WA'1.'1A-1 AA 1nM�vaM xn.e Ix f0 Vnam Ze0 -->30A OTERNflR.1 PROTECBON IS VNIO nZ Z'�I n IIJI,rvn,Iri�D P]v9 nnFySol 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 October 14, 2015 Salem Building Dept. Salem, MA Re: Solar Electric 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 2x6 at 24"o.c. & 12'span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister the rafters with a 2x8 using (2)10d nails V o.c. Use of(2)Guard Dog'M FMGDO02 screws is approved, or equal shear strength of approx. 120 lb, V o.c.at areas where little space is available only with remainder of member secured with(2)10d nails V o.c. Sister of rafters is only reguired at those rafters that have anchor screws used for solar module rails. If do not sister then install a 2x4 knee wall 24" o.c. over an interior bearing wall to limit span of rafter between supports to V-11". 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, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Cynthia Nadeau, 14 Becket St. Salem, MA This installation design is 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, 2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 3'/z' 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 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows 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". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the IS-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co.; LLC 4 Richard B G n, .E. PASµ of M4 ssachusetts Ma P.E. icense No. 49993 "901 6\ o s\l2 RiCHARD CIVIL, MECHANICAL, & ELECTRICAL ENGINEERING o GORooN U MECHANICAL 0 NG,49993 P Gr„UIR�O S T E ��S"� SNAPNRACK SERIES 100 ON FLASHED L-FEET - REVISION' FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED COSII:M==Em SNAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINSO ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL® rrrlrnrnRm rx[I Tmlr l r I INn,i r� 'MAINSTREAM ENERGY CORP. DESIGNER: G Mc eeiem SCALE: ® PARTNUMBER: DESCRIPTICN REV ' ( L'i oRnr�Ea: DRr=� 5100001 SERIES 100 OVERJEW,ON FLASHED C Dare: ® L-FEET f 7�'$$'.�0J0�. APPROVED 9Y: