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20 LATHROP ST - BUILDING INSPECTION cK The Commonwealth of Massachusetts �p$PEC7Io A V� CCITY OF" Board of Building Regulations and Standards a \�� /j Massachusetts State Building 780 CMR Code, h' T a 1JI5 NOV 1 RP.. ,la 2011 Building Permit Application To Construct, Repair,Renovate Or Demolish a oQ One-or Two-17aind1v Duelling (� 'Chis Section For Official Use Only Building Permit Number: Date plied: Building Official(Print Name) Signature Date l SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 20 Lathrop Street I.I a Is this 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 Providut 1.6 Water Supply:(M.G.L c_40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zones Outside Flood Zone" Municipal O On site disposal system ❑ Check if vesO SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Donna Cauley Salem, MA 01970 Name(Print) City.State,ZIP 20 Lathrop Street 978-590-9677 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK' (check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑. Number of Units I Other N(Specity: 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: Oficial Use Only (Labor and Materials) L Building $ 1,000 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard Cityfrown Application Fee 2.Electrical $ 9,000 ❑Total Project Costa(Item 6)x multiplier s Plumbing $ 2. Other Fees: $ •//� 4.Mechanical (I-IVAC) $ List: 5.Mechanical (Fire $ Su gression Total All Fees: $ Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ 10,000 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 10 No.and Street Type Description W.Wareham, MA 02576 U Unrestricted(Buildings u to 35,000 cu. ft.) R Restricted 1X2 Family Dtvellin Cih'for r State,ZIP M Masonry RC Roofing Cin WS Window,mnrdd Siding SF Solid Fuel Burning-Appliances (508)291-0007 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Con cto C) 170355 10/12/17 _ Tom Blumetti/Trinity SolarI !'"'� 1-11C Registration Number Expiration Date HTC Companv Name or 1-11C Registrant Name) 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 Citv/Town, State,ZIP Tcle phone 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 pemtit. Signed Affidavit Attached'? Yes ..........If 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.hcrebv authorize Tom Blumetti to act on my behalf,in all matters relative to work authorized by this building penrut application. Please see attached letter. 11/4/15 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is �ueto the best of my knowledge and understanding. Tom Blumetti 1 11/4/15 Print Owner's or Authorized Agw rI s Name(E eee rank Signature) Date NOTES: I. An Owner who obtains a building pemvt to do Itis/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. 142A. Other important information on the HIC Program can be found at www.mass. oe v/oca Information on the Construction Supervisor License can be found at www.mass.gov/dyss 2. When substantial work is planned,provide the information below: Total floor area(sq. ft) (including garage,finished basemen/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 systern Enclosed Open 3. "Total Project Square Footage"may be substituted for`Total Project Cost" DIYYYY �►`orto� CERTIFICATE OF LIABILITY INSURANCE O11!MM/_DDOl I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPO rRTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Name CT Barbara Hayden DITTMAJ. AGENCY PHONE (732)462-2343 ac No 1Q3='"1O'oua 78 Court Street ADOFEss:bahayden@ di ttmarinsurance.cam P.O. BOX 1180 INSURERS AFFORDING COVERAGE NAIC> Fraehold NJ 07728 INSURERA HDI-Gerlinq America Insurance Co. INSURED INSURER B:Lloyd'_a, London Trinity Heating 6 Air Inc., DBA: Trinity Solar INSURER C:North River Insureance Co. BPTP Future Holdings, LLC INSURER D: 2211 Allenwood Road INSURER E- [Wall Twp NJ 07719 INSURER F' COVERAGES CERTIFICATE NUMBER:2015-16 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED.HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR All WER POLICY EFF POU[ P LTR TYPE OF INSURANCE POLICY NUMBER MIOOIYYYYl IMILIMITS X I COMMERCIAL GEN ERAL LABILITY EACH OCCURRENCE S 2.000,000 A CLAIMS-MACE FOOCCUR oRlgog, :. c;i_r gent S 500,000 Hmc0000065615 11/1/2035 11/1!_016 MEO EXP t,My c PER60NAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREUATE 5 2,000,000 X PILIGYajEP LILCO PRODUCTS-COMPIOPAGG S 2,000,000 OTMER oii,.ea Benefits 5 1,000,000 AUTOMOBILE LIABILITY CCMBINE 31NGLELIMREeec, i 5 2,000,000 A S ANY BODILY INJURY Leer l»tom) 5 AL'LObVNED ULEO ALr „ zAGCCOOOo6S715 11/1/2015 11/1/2016 BODILYINJURY(Per accitle,rt) S IALTOS _ NON-GAINED ROPERTY-DANA E 6 HIRED AUTGS AUTO, �i§r9CV nll S 6,000 A UMBRELLA LIAR OCCUR EXAGC000065615 11/1/2015 ll/l/2016 EACH OCCURR=NCE s 3,000,000 C Y EXCESS LAB QAI'IS -MADE AGGREGATE S 3 000 000 DED I I RETENTIONS 5227995133 11/1/2G15 11/1/2016 Limit x at$3,000.000 5 21,000,000 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN 'TAT T ER ANP PROPRIETOR)PARTNERIEXECUTNEEL EACH ACCIDENT S 11000,000 OFEICERIMEMBER EXCLUDED? Li NIA A (Mandatory In NH EWOCC000056515 11/1/2015 11/1/2016 EL DISEASE-EA EMPLnYFE $ 1,000,000 I,desodbe and®' DESCRIPTION OF OPERATIONS beba EL DISEASE-POLICYUMIT S 1 1 000 000 IS Errors b Omissions PGSARE0201403 5/30/2015 5/30/2016 Per Grnmenc9 $2,000,000 Pollution Liability Ag",Ute $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Add fimral Remark,,Sch.NLIII may he attached it mure space is r.,.ia,dl CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating 6 Air, Inc- THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Patterson Brook Road ACCORDANCE WITH THE POLICY PROVISIONS. Wareham, MA 02571 AUTHORIZED REPRESENTATIVE ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2G Ino p r It ,. Trinity Solar - 27.11 Allenwood Rd. Wall,NJ 07719 - 732-780-377_9 State; ip:_ _ I1onc _ 4m r cp('ryxr C I._tp na npti r r's' __ Type of project(regarired) 0. a <�mGm1e* 300 7. New carviu-ucnan c G $. ❑ Remodeline t r u m- v�r eF 9 ❑Demoiition '. ,Ira .to:n I rg 1I•vm elf,Pr; Ha r nr:r .n y1 rV"rrdl 10 Q Building addition A� r. r ..veer +IU 71'.- la w r n star. oc niuu tll rc n ..tG m I vrll - e.Lt 1 -,,ti_o ., :t u.re.'vt. m w, b Ye•n'e I I.M Electrical rcpailrb or nddi}tp f�c p,oFnztori wtlb no znplo. 5 (2_E]Plumbing repairs or additions 0f a c- cr U r J hs t n-r-ub n vtv-avz Im ',-n-ited t7ea H,E]ROOfrenalr-s li ih.uo-rte rn ha-t emt;l ,�.�"d n., tk....'vu,o wve zue a' '11i.lh In Ind >odir -1"- ,e,"td ihur cant} ztmonor, nblQl-c 11 []i)ihef li 5tr+l,and welrr.•e no emplovns (Nn'ronrwrs_nnv rsurfnce rxnmred_I - `4:)y appn tnamncLo a'nto+IT.csr11 r tit l •u:in,3o,.im how'n,ther errk, 't,. up�naurn^obc, inhumation �Icmornaers.e .�;u'mr�h,.v..rdnlr Wrv..�wenar > _an gat;.mor... md'hep Into nn4lt cantraa rrs aavrhnu rru vifidus[iiauu.a„meb 1'1101e6v tit.,cck in,,r.n r.- Iu,t,4.1_,i addr[ur 7,<r: ..r.ri;v,im nume ,hztnc-ur w,rbwe.e.Cuws have empin3'�� iPju,tub-co,1mac i la,c urnth z S-drug ,,Iitnmrdc the t omp pal!ry nunbcr 7 am an employer that is providing workers'er,+rgirmeutirarr insurUnCefnr my efnpipyees. Selo,is the peficy acrd job site inJhrmarion. ' 71-11- �� / /J " Gtsurante Company ,Vatrrc: /1.11-� D -/ ,4 at Padlv:y =fusel(-ins-Lie.r6' C. vy(�(��J� '-� F�:pirarinn Date:_✓'—_( — l(„e Job Site Address: 20 Lathrop Street City:star'Zip: Salem,MA 01970 Attack n caocy'm(the workers' coaarpensation policy dB iaratirom pugs(showing the policy mambec and expiu'ali[on (date`. Failure to secure coverage as required under NIGL c. 1527 §25A is a criminal violation punishable by a fine tip ro$1,600.0(7 andtnr one-}ear imprisonment,as well as civil penalties in the .Fenn ora STOP'h,'ORK ORDER and a fine of at,to$2i0,00 a day a2sinst the violator. A copy of chis s[atcnrcut cnav be Firwarded to dm Office of fnvustigations of the DIA for insurance wvdrage vcrifmation. !do.hereby cerafy under fke;ain.s an enalries�uf peer/urs than fire information provided ahnve is true and correct. sirznotarc- iL�'�- -�'t%N'rJ Dat • ((reals Phone a: ±p+J,ei�u rsvc wx4yY Dv not wr'te la?!Tis a,ea,v;ev L rmpit.ra by city or ta"oJ;/idat City or I'Dwri: Pc tori!/License h Not vg-ialhartty(circiv nne9: Bou.,-i!ar Hcidth 7,$v idiu;v Pe,:r_etmaer raonn Cler6 J �!.ec:rice9 ItoFnelttlr a i'lrsem ir4^aE f:asµtcc aa- fNhet' MR G A),) /P0 h � `:I Office of Consumer Affairs and Business Regulation l0 Pat Plaza - Suite 5170 Boston, Nlassachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type' Corporation Expiration: iDJ12/2017 Tr# 271073 TRINITY HEATING & AIR, INC. TOM BLUMETTI 20 PATTERSON BROOK ROAD UNIT 10 — WEST WAREHAM, MA 02576 - - Update Address and return card.Murk reason for change. r; Address _' Renewal r_, Employment i� Lost Card SCAT is amna;ri Z'N.Office of consumer.\Rairs&BoAness Regulation License or registration valid for individul use only -,'HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registmtion: 170755 Type: Office of Consumer Affairs and Business Regulation Expiration: 10112/2017 Cotporalion 10 Park Plaza-Suite 5170 P Boston,MA 02116 TRINITY HEATING&AIR,INC. TOM BLUMETTI j 20 PATTERSON BROOK ROAD U : --'-C v/.kd/v/vi W�df WAREHAM,MA 02576 UnJerseeretary Nut vn rfJ without signature Office Of CORSUffler Affairs and Business Regulation R -1 UA 10 Park Plaza - Suite 5 170 Boston, Massachusetts 02 116 Home Improvement Contractor Registration Registration: 170355 FVpP Supplement Card TRINITY HEATING & AIR, INC. Expiration 1002/2017 GREGG LAQASSE 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and retain card.&fork reason for change, i— Address --I Renuivat E, Employment Lo.stCard c" r Consumer Affairs&giisisc-Regulation License or registration valid for individul use only it IVMQE IMPROVEMENT CONTRACTOR before the expiration date. If found return to; R, Office of Consumer Affairs and Business Regulation RelgistrutiOn! 170365 Type; 10 Park Plaza-Sui*5170 ExPlrutliin: 1011212017 5upalement Card Boston,MA 02 116 - TRINITY HEATING&AIR INC. GREGG LACASSE 20 PATTERSON BROOK ROAD U WES'-?WAREHAM,MA 07575 tindeeaccreeuy vastore µ�- ._ � d5-103531 x'` GREGO LACASSE 16 PINE ISLAND PSD. , MATTAPOISETT MA 40 .�m�i5 sm�ar OSROl201T Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: l Donna Cauley do hereby grant Trinity Solar the right to sign on Mmmm.orh Nomr) 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 20 Lathrop Street . Please accept this (Strr[Addr—) document,with full signature, in place of all application signatures.Furthermore, should there be any issues or discrepancies with the paperwork, please contact Danielle DeVito at Trinity Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitvsolarsystems.com. Sincerely R 20 Lathrop Street Homeowner's Signature Street Address Donna Cauley Salem MA 01970 Print name City,State,Lip Code 978-590-9677 Phone Numher 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 November 2, 2015 Salem Building Dept. Salem, MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: 1 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 16"o.c.with 9'-9"maximum span(horizontal rafter projection) is a minimum requirement for this site—framing is not visible. 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, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Donna Caulev, 20 Lathrop 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, 2014 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%" 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 3,8-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 Richard Gordon,P.E. Massachusetts P.Elicense No. 49993 oF, Z��SH ,,SS9 ny CIVIL, MECHANICAL,& ELECTRICAL ENGINEERING RICHARD e. m O GORDON U MECHANICAL. y NO.49993 SG/�7FP�J 2 ` Q ONAL (i\ ` INSTALLATION OF NEW ROOF MOUNTED LAMROP ST 2.86kW PV SYSTEM 20 LATH ROP ST = SALEM, MA 01970 VICINITY MAP SITE xo E:<EwI�o;W SCALE'.NTSI°rvieq Ell. �x",',A:OLs66vIB CAo LEY,DONNA PmjeU AtlOmss 20 LAI HPOPST - SALEM MA C19'/O _ EIANDISENFARNITO SHEETINDEX B E - c ..e PV-1 COVER SHEET WI SITE INFO&NOTES DTBva rue: 9 Y 6 E i T IFEUG .,.ED-c c UsuI PREADNENTENTFRIEND 5 ERE PV-2 ROOF PLAN W/MODULE LOCATIONS PROPOSED 2.86kW ° u c IS ENE so s11 I'll N s EE I THE PV-3 ELECTRICAL 3 LINE DIAGRAM solAx svSIEM INFORMATION o c ea a o .1— I rg o a K s s E Ax rt B'.- L o teu.v l( NH 1A`a1 ods 1INIFERRIS-1 FALUER111;11 0 o f D.INFIN ll I0SONHE I INEIIEN i LEE 11 READIIII NNE. AT_TINSION EO' .' B 0 „pxSIPCTIONSGx TO'. IN.BIT EFFORT l THE qnt ELEG1a T EEE_WIw0.c 'A"'I $Sl in lalOrtnef°ni E]? AS OrvsY iA641V RID.0 1 olnmva..IE BFEFREM EI.IE-FON INSTALLATION SITRACTFAR fi IF gFFL�I ^ NIIE Ell' INDLINENI AR I All, p 4HERENDE " HE ART IF LR'I fL I�l INIEND RAN IAdNEPB..BEHINALIA LICRSSIOROLD P DOE i' YE m p a aavE s - "oo A aF.RIBn:1I5SIF IRSID 0 UE I'ErcpE11h ABBTNI pPECOlnK f1-M1 f - 5 Lrvv[ EF HAD iREDA ITT clBil.W LnON Irv,1BE PryAlcum LL, DO FE.11 6 G 0 t E,O�FERD 11 OnN,INOIN U 4 0 ON 0 U 1 - 11 F JV Rcv,NO. 9_h7L 11 ABEFEE 1.11 AL 0 4 :E Lu 1 REISTSTEDIIDLATH.1 _ LONER OR INEINTEDS HE TIENED If'DF-"D TTILIFFEEI;I'.11.11 IRS A.NIRFI EPOREF DIP ° o.xATE EIrt,(OH A-BMo 8.1l LETErIDEPTINTE THEa,,IRS. .Ic. cIERNE IN .x a vOReMu.SwVwLD - u Fj MP O EM6 fi [S 'axaNE1 .1 IT IF','1B.IONIIELF ILI 11 HE IN PERSTERSEENCI AND. 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SALCM,MA Ul9]li BACK D \\GLEAR, 1\ PROPOSED Z:S6kW \ T 1\ T T \�.A SOUVR SYS¢M L f f t r k F ` n 'fir J' '°� ore r Tp R1 .w�� k R , Itl� TT �� '� me.. uD OR M ss4,v lnrolmau4 w IO M-111[I�IFFF �x .IEnu .c MANNIAfaErvlsxn<IxE IANIN.NNTFL TIPVK, wn,NmE TLvs Rev.NO. 'SM1MI 4) ROOFi0PS0LMNST,U_LATjUN ONLY PV ARRl%YVNU-NOT E)(TEND BEYOND THE EXISIRNG BUILDINO ENVELOPE ARRAY SCHEDULE SYK4BOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDU E n ® .111,11 11 ROOF OIRMIM-1 PDRR 1. 1.µi Ay �1 !,D LFvvr EpT TO U[ ❑ C 'JNIIIAC uP t .e. nu aLuid'OE L wlrsnrzep Poo,ae; MUIneP ex a !9 u F e REFER J Q S 111.1-11 c'OI HER OBSTRUCTIONS EP a'G C.I FA.H o lu EWSIRJ'J rvAE•R I.eE U. FNRllEF*lNlNlFNI. Sol OA 6 IM OW .I 109E 0 6 PL ♦ xE T teYnu eTEAS�Aea Ll RUIn v.nx min :1`h li G u FNEL r. _ n EngineeN Llwnse HCItlCr: OGN G s muuni3O Tc eooTou zAnR�M UNDER s0.eA uODul£ n ssow swnwLRL11TRNR FRM>MOM Lx G9oaa _ IEDU AE nIPYYMs.xixc I _ I naso 0,a M.N.,11"Itt,smvx.x ___________________________________________________________________________________� i —1I .. �x. R... I � I i 1 / I _ I _ Issued/Revisions nlox� � I _ I I PTo�GcI TWg Ducal ARRAY CAULIN DONNA LIPIR:NIttACR X:]OIi4'Alf COu[5 wDe i.,I XeC DEMI RECEPTACLE Pra eci Atltlrces 1,) OW 1 Elie..AURNENT TEMPERATURE BAi ON E%ISTINC 'PISA ENREAXER I ASXRAE MINIMUM MEQ E%RSME DRY DOW IRO/s4C M 510V 10 1/1 XN CA$E IEMPERAMS OR RAE LOCAnrn MOST vILAR To 1'I ICOR uax RREA.vEA zD IATHnuP•.r INSTILLATCN LOCATION, Lesi EXPECTED ANO NT METER TWA BUSRAR NOR-_ie[ .`rALEM,MA c1910 )NCM1T OCAUNUWS AN9IENT TEMPERAWRE EASED r R ASN LHEST MMTN X DRY BULB �— a. 1 Dl2wln Ti11¢: ON TEMPERATURE DD ASTRAE LOCATED MOST AMILAR TO m STALLARON LMATOX. HIGHEST CWTNUWfi TEMP PROPOSED 2AGkW 2ORODUCTON SOIANSYSI'EM 1)2035 0. i NOM MDENTALS RS RESIGNli L",NEC P METER TEMPERATURES DO NOT E%CEEO 17C IN TXE UNITED 3<oV IAVVER$LR,11 D `DIES IPAW SPRINGS CA 5 AAMC AFOR I£SS b O I 0 CURRENT CARRIWG CONI w 0191 CE TIC Eli L£55(ALL DE UNITED STAIES)MPERATUREAx E c ' WTn/MS RCCF MOUNTED WNUT MODULI AT DOUBT O.5'ABOVE RoofexDus Nc THE oumooB oEva BE L-a-JJJ !`'"`'`,„, .)PNoroMLTAIC MAN MOOR SnALL BE ___ a _ T r PERMITTED TO OPERATE MTN UNGROUNDED r___ _ ____ ' O PNDTOVOLTAC SRI AND OUTPUT CIRCUIT AS PER /A\ �f l,Efilas All x[C...az 4`T'Y ELi ini RflEANER 5. ALL E9UIPMENT INSTALLED WTDOONS SXNL HAVE y LOAD CENTER PN', 03P2GB J 3D30A BA(X RFD BREANEA A NE"A A BALTIC, N/&RDAAER LW( .11 0.b1 Oxy EOM CURaExT CARN N0 REWIRED Con CTOR ANPACITY PER SIRING TrvcF. xuOVa [xE a.....)(L)k Os oD•Lxs)I -Ni AWG is DERATED AMPAcnr _ AMBIENT TEMP. SSC,TEMP OERATXG TACTRR: 16 RALE T CER ONG-1 MLC 1 W w4rsv 1`ab1 Rev.N0. $M1cvll .'ICA d0. O E,5..TMEAEEOME AN,9A 11 VALID IOTAL As EOUwMW ED CCTER ANPACITY ACA 135-1).SCA NG PIG CREATED AMPAOTY I �- AMBIENT LEAP: Mr.IENP DERATN. TO flACEWAY CREATING 5}CCC N/Ai g0A•I D-WA 9M'1I.Sol TMEF2E ERORE AC MBE 9S VAiO / )G Ni Iinive UIRRENiR1AOWxT CALAULATION FOR AV PROTIi Po ��Lm inns•1R0 OV".A I.NNi—Y RVW PENT PROTECTOR IS VPllC 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 November 2, 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 16"o.c.with 9'-9" maximum span(horizontal rafter projection) is a minimum requirement for this site—framing is not visible. 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, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Donna Caulev, 20 Lathrop 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, 2014 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 3B-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 Richard B. GoH:IGnTP.E. Massach�lsetts P.E License No.49993 9 CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING o tiN F RICHARD B. O CORDON :J MECHANICAL y NO 49993 �+, �F•"STFPE� mow? OG 3QjOM1'Al '�vYy f Snap rack . Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System is ail efficient, visually appealing, pnotovoltaic (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 If Modules, SnapNrack's UL 2703 Certification and Com- 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 s ze- • All bonding hardware is fully integrated into Ar the components . t � r a • Rail splices bond rails together, no rail jump ers required t f. u • Proprietary SnapNrack grounding lug snaps '" in the rail channel • No drilling of rail or reaching for other tools ` required n &4' • Class A Fire Rating for Type 1 and 2 modules System Features Include Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling U� Integrated Wire Preassembled Integrated bonding UL 2703 Certified Man2gernent hardware Resources snapnrack.con%resources Design configure snapnrack.com Where to Buy snapnrack,com/buy Snap rack- Solar Mounting Solutions 61tmn StCMh s5U91 y\aVM-�hB dlo5 — eVhlrnck laitln�d Neil f v i^• t 11 SPfit Spll I• Prt PN ark SPI Gang iCn 5napnnact ec nlw9 p - Bo Ow ack �•WryxnbnEn pnl �1 s to 1 gel rn.r Clomp Botta .� rvet--- Lit gas Nafdelme N BP'Y UI snit k V.zM1srz 2 SnapNrack BondingSnapNrack Bonding SnapNrack Bonding \ r Adjustable End Clbmp Mid Clamp Stands d Bell Spli wPN an, J .,nand I.uJ 12-b�V!•i J :oppev V�io'e SnePN,.ck Ground Lug Assembly (ONE REQUIRED PER RO W OF MODULES) .�—inaP,urack gVnOintl Univel'sel Entl CIamF[U EC)Were /—UEC?all Ship 111"mvimam LVEC A^aye StBill,,of—i Bolt Sm we NMI M wnF Flat w_aher I IF If III IF SnapNrack Bonding UnWerzal End Clamp S.Sisoae th CMbl, es»mMy $naPNrapk—�� Scanted Seri 1e Snalepkeek SnapNrack BOOdin:l Rubber steel Flmige Nut (920.9. Bondln9 henoel Mill[ Rein CgkH thenrwl S.a,nles Serrtted sta,. NtR FIx19e tiut Snepplraek Steel Flange BaltSnapNrack semnl?ss MillRmsh Flag= Standoff L Foot BOIL 1 so'pNllCk r SnapN O[k IIP pr-sP Mill Fosb� L F [ s m Bead(I-How 5 apNrxR s V I -k SnaFWrcck� J�j�'� SOOT MCIeI Bas$Sabwn) MiII FBl V I—hL 8 2 A 21n9 Y L Foct Bass SnapNrock Bontling SnapNrack SontliIt SnapNrack Metal Roof Baso with Standoff Assembly L Foot Base wlth Flashing Bonding L Foo[ SERIES • k TECHNICAL DATA • 6000 Series aluminum - «• Materials • Stainless steel • Galvanized steel and aluminum flashing • Clear and black anodized aluminum Material Finish • Kll finish on select components • Listed to UL 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 contactalsnapnrack.com In Ing ,Fd All .,h '. I:",'C,.. 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 ®IlnrrnrrrTn� SNAPNRA CK r STANDARD RAIL z. s 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® CEDI TITTE(EaLl LI TUFF I T I I fn1�� ,^vim I,,, MNNTREAM ENERGY CORP, DESIGNER: G MOhee.e SCALE: PARTNUMBER; DESCRWF CN REV comme -'�"-+�'S-5 """'""""'°"""""' DNA�ER DRY° ® 810D 001 SERIES 100 OVERVIEVV,ON FLASHED U9bLB GATE: L-FEE, F Nudj APPROVED 9Y: REVISION. SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL ` I-� ROOF SHEATHING,UNDERLAYMENT, _-^``�_�• 1 �• AND ROOFING MATERIAL® r ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS ([TTTTTj1JI3 FF OiN a r'n"rtnn„ S.�u� (� NIAINSTREAM ENERGY CORP, DESIGNER: OMaP eerS SCALE: PARTNOMIBER'. DESCRIPTION: Pwv ' `u� pd)t\]�I I� ck ••� �' ^�'"�`w "� DRAFTER. DRyw ® SIGO 002 SERIES 1000VERVIEW,ON STANDOFFS F TV mauh2b-4 Eby&-W12i.a. APPROVED BY'. DA1E: SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REY SIGN NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16" LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL-j"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 ELI DOWNSLOPE) - -FOR UNEVEN ROOF SURFACES, USESNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG FOOT OR STANDOFF.SEE DRAWING ` ' r (NOT TO EXCEED 300 "STANDARD RAIL LEVELING"FOROR DETAILS AND LIMITATIONS Q RECOMMENDATIONS) MODULE OVERHANG i STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR STRUCTURAL MEMBER i` "RAILSPAN" DISTANCE BETWEEN _ ROOF ATTACHMENTS J "RAIL END OVERHANG"(NOT TO EXCEED 34%OF ACCEPTABLE RAIL SPAN) � ��n rMNNSTRwEAM�ENER¢y'GRP4 DRAFTER DRyan Wa: SCALE DNS. PART NUMBER: DESCRIPTION' REV 'UU- ��.....mcm....�,uwm.,v..� ORARER. DRYan S100 D05 SERIES 700 TYPICAL LA'lOUT F pwoo' cTl. APPROVED BY: DATE. SZO113 1X SNAPNRACK -2X SNAPNRACK LEVELNG Revi-uim USE CARE DURING LEVELING SPACER {9 SPACER INSTALLATION TO ENSURE n THAT THE SET SCREW IS - 1X�"-18 X I"LONG -2X '-18 X 1"LONG ROUGHLY CENTERED BETWEEN g SETSCREW SETSCREW THE TWO PIECES BEING I DINED Gq r A n - ,_ - SI ANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF _ L , VERTICAL ADEUSTABILTTY ON ALL MOUNTING POINTS WITH. THE USE OF I"LEVELING Lap FACERS EED In ® THE FIRST INCH OF ADEDSTABILIT'IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO 60TH L SCALE 5:8 FOOT AND STANDOFF CLAMP COMPONENTS RAIL HEIGHT 07.5" N RAIL HEIGHT®.5" 7 RAIL HEIGHT LD.S" RAIL HEIGHT 01.0.5" FOR AFI ADOITICNAL INCH OF :.ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ;I ABOVE ROOF SURFACE HEIGHT ADEWSTMENT,ADD 7" STANDOFF '7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER 'J PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF '' ON TOP OF STANDOFF NOT TO EXCEED 300 OF ATTACHMENT POINT S ON L-FEET OR 10" STANDOFFS. y FOR A SECOND ADDITIONAL r INCII OF HEIGFFT a _ ADIUSTMENT,ADD ANOTHER [EVELING SPACER. USE OF I ,SII jRVO LEVELING SFACERS NOT - � w 9 - ATTA HMENT POINTS ON 0 EXCEED LOT] OF M L-FEET OR 10"STANDOFFS. ,q'RAIL HEIGHT CB.Q 'RAIL HEIGHT MET " RAIL HEIGHT E5.[7 -��' RAIL HEIGHT 05.E? >1 ABOVE ROOF SURFACE ABOVE ROOF SURFACE -_3 ABOVE ROOF SURFACE ABOVE ROOF SURFACE = ONE L FOOT f-ONE L FOOT El ONE L FOOT " ONE L FOOT r PLUS ONE SPACER " PLUS TWO.SPACERS UNDER L FOOT UNDER L FOOT - �(\\f(' (� MAINSTREA tETEPGY CORP DEGIGNGR 0 M Peelers SC j PART NUMBER DESCRIPTI3 RIV u �a Rf"m¢ ' ^'. • DRAFTEROVFTER uAie SILO DOB SERIES 100 RAIL LEVELING F iVi'fQ115.'�75'yfJB'97A� _ APPRtL s'r C ^� RF Vis DN USE TILT KIT OPTION FOR INSTALLATIONS \ THAT 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 AMI-SEIZE ON TILT HARDWARE 14. IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: ®" STAINLESS TO STAINLESS HARDWARE) WITH STANDARD I ENGINEERING1 REFER TO 5100 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE TOOL THAT DRAMATICALLY . SIMPLIFIES TILT KIT INSTALLATION BY `' SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF I RAIL STANDARD MODULE INSTALLATION SNAPNRACK MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL l SNAPNRACK CHANNEL NUTS, TORQUE TO 30-16 FT-LBS WHEN SHAPPIRACK L-FOOT USING WEEKS.WHEN USING ALL-PURPOSE OP. SNAPNRACK BONDING CHANNEL L-FOOT COMPOSITION NOTES: NUTS,TORQUE TO 14-16 FT-LBS. WEEKS ARE NOT REQUIRED WITH , -TORQUE "HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. -SILVER S.S. 10-16 IT LES - BLACK S.S. 7-9 FT-LBS -REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT ";t 1"(OR 1.25"j 5.5. 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 0-15 DEG" -SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG fnAM4TREAM ENERGY CORP DESIGNER CMCF��eetas EC4LL DNS PAPTNUMDER DESCFiPT1pN REV Siam ��( — DRAFT--R D P>e, 5100 D10 SERIES 100 TILT KITS 10-45 DEG WITH L F @°iAu � - APPROVLU ny C E 120113 FOOT MOUMi USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE MODULES TO BE TILTED �\ ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN 15 DESIGNED FOR TILT ANGLES FROM 10 TO B DEGREES ABOVE ROOF SURFACE ON STANDING MAX LENGTH: B" { SEAM METAL ROOFS WITH STANDARD \ SNAPNRACK ENGINEERING !1 - RA1L STANDARD USE CIFAMI-SEIZETILT HARDWARE S` RECOMMENDED(PARTICULARLY FOR \ STAINLESS TO STAINLESS HARDWARE) i REFER TO 5100 TKT SERIES 170 Ti LT KIT TOOL _ c FOR A SIMPLE TOOL THAT DRAMATICALLY ' SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF .TORQUE TO 10-16 FT-LBS WHEN ' CHANNEL NUT MODULE INSTALLATION USING WEEBS.WHEN USING 1 SNAPNRACK BONDING CHANNEL ' +. "X 1"(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 j -� OF STANDARD RAIL NOTES: SNAPNRACK SEAM CLAMP SNAPNRACK WIDE OR STANDARD BASE -TORQUE- "HARDWARETO THE ' \, " i MID CLAMP ASSEMBLY . FOI LOWING UNLESS OTHERWISE \, NOTED: SILVER S.S. 10-16 FT-LBS - BLACK S.S. 7-9 FT-LBS �- - REFER TO ENGINEERING CHARTS } - FOR RAIL SPAN BASED ON MODULE FLANGE NUT TILT ANGLE,WIND SPEED,AND SNOW LOAD I A• SNAPNRACK L FOOT ALL-PURPOSE. - BACK SUPPDRT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF - ) "X 1"S.S. BOLT KALL CALCULATE REQUIRED TILT -- . WITH SPLIT LOCK WASHER LEG LENGTH. CUT RAILAND DRILL TWO�"HOLES AS SHOWN SNAPNRACA SEAM CLAMP - FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE "SERIES 100 TILT KIT 0-15 DEG" - "X 1" (OR 1.25")S.S. BOLT -SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG MNSTREAMFWR,, D651FNFR GMCFnaal.s SLAE PAPTNUMBER DESCRIPTnO REV j1 1(F?ILV�C�� UW,rItN URIan DNS SERIES 100 TILT FITS 1045 DEC,SEAM OAlE SIODD11 CIAMPMOUNT F ,ti iS+mmtr4 I(•ZfOP.3m _ APPRJVEU 51' 120113 NOTES: REVISION. -S/16"LAG BOLTS MUST EMBED 25"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION OF RAILS IFOOCT(UPSLOPEMOUNT TVS DOWEITHER NSIOPE L FOOT BASE AND UNDER ROW y�X 1"(OR 1.25") j OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER t ,BT I L S.S. LAG SCREW i� WITH FLAT WASHER SNAPNRACK - 2.5"MINIMUM EMBEDMENT STANDARD RAIL • 15 STANDARD t SNAPNRACK COMPOSITION t ROOF FLASHING STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT h SNAPNRACK L FOOT BASE ROOF DECKING TYP. IL t ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT _ RAILS CAN BE LEVELED UP TO 3"USING i UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. tMINSTREAM ENERGY CORP DESIGNER: GMCI'haetan SCALE DNS PART NUMBER'. DESCRIPTION REV oRp:TER D RYen DATE. 5100 PEN DOi PEN DET AIL 01,FLASHED L FOOT TO I Z RAFTER F f�C3 hWfj4Q0{N$f'J%#= ;.: .:..r:n;:ir APPROVED BY 120113 CAMMING SEAM CLAMPS ARE REVISION 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 HE 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 UP TO NEAREST?j'BOLT SI2E L FOOT OR SIMILAR TILT BRACKETS CAN BE ATTACHED TO THE TOP OF THE CLAMP AND PROVIDE A MOUNTING POINT FOR RAILS OR OTHER 3: BOLT IS STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L ❑TORQUE BOLT t FOOT AT THE TO 10-16 SFT-1.85 SAME TIME •X„ SEAM CLAMP BASE _ 1 (STD BASE SHOWN BUT INSTALLATION 1 OF WIDE BASE IS . . SEAM IDENTICAL) ' CLAMP .9 '- CAM 2: OPEN 1 CLAMP GETS 1: INSTALLATION 5TART5 SEAM LOWERED .5 TVP. WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 2 3 ❑ fT� (�,, MAINSTREA.ENERGY CORP. DESIGNER: GMOPI,M. SCALE DNS PARI NUMBER DESCRIPTION' REV u'S;uck- •�^"'^^�•`^•"""` DRAP FR: D Rral 5100 PEN D04 FEN DETAIL 04,SEAM CLAMP F pv APPROVED BY: DA?E. 120113 • Y i e ix solar=oe SolarEdge Single Phase Inverters � � For North America SE3000A US! SE3300A-USi" SE5000A-US ,' SE6000A-US / ._ z SE760GA-US / SE10000A-USSE11400A.-US ' ,w�w 10 u � s ` e � • ..r LF ` vurtp i f s 41 a � a '{ t �r F , s The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance — Superior efficiency(98%) ' — Small, lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation - Optional—revenue grade data,ANSI C12.1 Illi{\ ii Iq', iIiA!-L soiar �o Single Phase Inverters for North America , , 1L ,S-M6GA lk sr HWIT11-hs SE�I 100A- Sk'3000A-05 SF3S00A-Uq SE50MA-US SE6000A-US SE7600A-US SE 10000A-US SEt1400A-US ojTPuf 4.........I At Oltmlt 3000 W,o) 50011 M11n P.1110 21H I IIjl S400 0 A)8V "111 1,450 CJ),Mll JoYl out"'A M', N",M, A,lhi¢mrvola§e rl,ol.rd,, t 2G,j V, AC F,qoe,ic, Mu,(*,o.max9 S o0 W lt 111 t%, 7 60 64.51 14Z I'l ,,2'W', 48 0 208" 2 ',1) 11 e? A ljnlllV Motwo,mg, S INPUT F,M>j...um UL Forel 40"(2 a() 8101) 'LOBO pwk) 15'150 iN .R»ns Former-less,ungrounded Yes _ rol, Inpot valt,ge 500 Vd, Now of input 1 0)2091,1 350 c"%240V Vdl 16" 20n% 19 23 33 �O 203V MAI T1111it Current' 9.5 13 S.5 � ov -4 3klS L�2404 A �(R _Mau n tY,.rtDl(u,t Cur,w 115 �,k Re,,!r, 11"I'lit"Pr.t,pctico, Yll, G,o )d.Faj.IL solation Detochon Sensitivi .977 C8.2 92,3 98 98 IS CEL Wei,h!c0 fffi3Oncv q-, 98 P 208V.,)s 140V C.osoo,mion 5 4 w ADDI-11-ONAL-FEATURES Revenue ad e Bala A N�1 I 12,1 opto,,ll Rapid hutdown -'NEC 2014 LAL'i2 t,en,lblej,,hen�o 1 1,F dC,,. Q Inlow.t ot STANDARDCOMP_ S.afety �1.1741,LL1V)9R W�19113t;C�A)2,21 CridCo"ne,do, 11orda,d, IPF1,-Sq Em,ssions FC n a',L,1 b aass b INSTALLATION SPECIFICATIONS ;AC output conduit 3/4 n,I... 16-6 AWG 3/4 jg :3 46;.G 51: 11pW Condult ue 1 P&strings, I 314 't, I 0-b�W' 3/4 o......n,�...f I 24;lrl" AW(i o,l lfle. 14 6 hMrl Cl..!endo x Mth S4ct,Snitch M-S 11 1 't 105 In 305 t-1� 1x /.7r ]JS rtslSal,Rtl 775,,K 115 x250 M'" Wright vith 4dfery 511oltd, 51_2123.2IL74,7 88 4:).,1 Ill Itg at,umtemal runsll;snr epw,ab:,) fill,[we, ... ... mPI,,CeabIe,j,-. ph, BA M i.Max.Ope,antlg ie.rziperz.tiir- P -13 to-140/ 21 —0,'lot. G0......mC Pool,,h...Pm jr, W.MA ot n hr q o t P,1 I �O 1 C-2H, 74 11111 11 01-111 IN 1 .0 • y ^ +E i z solara o - ` j SolarEdge Power Optimizerx Module Add-On For North America P300 i P400 ! P405 r r4 e jff wanatt�!' ' y' p� a n{•. Y 1 �r f d 5 r w= i M � ,E a e• A _ .r ✓ g PV.power optimizatioh at the module-level — Up to 25%more energy ' — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Flexible system design for maximum space utilization — Fast installation with a single bolt Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety usa �•v:atyair ,- c acs t„ al rr,t „ ��:;;� ulslitd�lp wv„r.-ala '.,doe-u•: so I a r ' u o SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 ....e (for60-ce ll,module,)-(for 72&96 cell mudulel)Lforthin him madulas) INPUT _ Rated Input DC Puw&" 300 lido 405 4V Alxulure Maximum In put tint rage 80 125 Vd[ (Vuc at luwest Leniperat_ule) 48 - NIPPT Operating Range I 8-48 $-8o 12,5.- 105 WC Maximum Short Uruut Cul ent(Isc) _ 10 - - _Adc Maxim)m 7C In PlA Cunene 12.5 i Adc Maximum Efficiency 1 99.5 % Weghted Efficiency Ovelvotme Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAR EDGE INVERTER) ut Current Ade T 15 Maximum Out P,. .. .. .-. _. . .. -.. .. .. .. ..- .. Maximum Output Voltage .' 60 85 , Vdc _OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safe Output Voltage per Pcwcr Optlmirer 1_ _ I 1 VdC _ STANDARD COMPLIANCE EMC ! FCC?a It1S Class 3,IEC61000-6-2r IEC61000-6 safety CCF 2109.1(aass l's af1.UL1 r41 { .. ... ... .. _. . . _. .. ._ _. ... -... - .. f:oHS _ i Yes_ INSTALLATION SPECIFICATIONS Mdxllnlllll Allowed Systern Voltage. 1000 Px%x-1.series LAix112 x9U,ti/s titix&34x t_4ci _ 1 tram/iu Dime.nsons(vVx L x HI - - 173 x,15)x1 S� - 128x 152x 350 128x12x48/ - - Pxxx-5 series mm/in x597x103 5x5.97x 1.37 5x597x L89 bVelghf(including cable I Pxxx 2 renes .. _ 550 J 1 . . gr11b (Pxxx-5 seller /70JL7 930ZOS 930/205 I gr/Id Input ConnEctoi .- I, .. 0urpur Wile Type/Connector Daul)l InSLI lat d MC4 Campa�ble .Output Wile Length ._ ..... ,_ ,._ 095/30 123.9 -, it. Ooeratin[, femperame Rarge -4O-+35/-40 r195, I C/ Pe x 2 el es 1 IP65%PIEMAa' Pl otecnon Itatin pxxx-S sei es - IP6tl J h MRCP - - -- Relative HunrditY. _ 0- L00 ..r-, i6 _. Bala!:'CµiVxal",l mNula Mcdule or'p c' tole ro,ul.'u PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERIa Minimum string I.ength 1 (Power Optrtmzers) Maximu i String Length 25 25 SO (Dower Opomlzels) .. Mlxhilll"rl Power pel Sti inner .._ -.. .. .. 5250 .... _ 6000 1t7S0 I W Parallel striub of Different Lengths o r Orir_ntalions Yes in n"ol all.a.��w".yam:..,rn vsw;raoo,azooNix,r,e an"x_ FEW All I'll I Ill 0 n { T r 5` r 'w .+g a ".it;,; r,"yq�,^• ..,;fi i,. # ..Sp" �,},. IBM Mono Multi Solutions Suomi DHE Unk/ r �® ff 60 CELL MULTICRYSTALLINE MODULE ®®® 245-26OW POWER OUTPUT RANGE 15.9170 9, Our rno,i ye sit prod ur_f MAXIMUM EFFICIENCY t 0~+37o One of the indlss?ry's most trusted mocivies ---- -- POWER OUTPUT GUARANTEE Highly reliable dve to stringent quality control S: Certitled to withs-!and challenging environmental conditions -, ,o 1 LINEAR PERFORMANCE WARRANTY -- ------ --- -- - 10 Year Product Warranty ew Power Warranty v:�iuef rOryr Ynpc so),(- lh�eol llYLg191y Vinasolar a -<<. 13 . .r... . •�.�- THE Universal MODULE TSM-11A.05 08 RIM EN SION s Of rv.'N.ORUIE _ nn:m -g41nf Peak Power Waits-Pe,.(1Vp) 245 250 255 1_6D Power output folerance-Pan,1%) 0-�3 Ngrru 1� hkiximum Powa,Voltage-Vu,'^IV) 29,9 30.3 30.5 30.6 Moximum tower Current-l..=.(A( 8.20 8.21 8.31 8.50 __rJ _ pen Chcelt _;v 37.3 38.0 38.1 38.2 i Short Circu It Curfew-Isc[At 8.75 879 &88 9.00 g N ` Mpdule Efficiency ry.,(P) I5.!1 'r 5.3 15.6 15.9 - D,J,f NJC'; Maximum P."P m11W p1 102 136 I90 193 Maximum Pow.,Voltage-Vry M 27.6 28.0 28.1 28.3 Maxim um Pawer Current-l.--.o(AI 6.59 5.65 6.74 6.84 °eurnau•-.. Open Circuit Vottogs-vm M 35.1 35.2 35.3 35.4 ' P.,rtCv,.i1C etl-1.o(A) 7.0' 9.10 )It 7^7 ' 812 `�W - 41ECeniIIC::.:A r4. 3olarcells fdolliarystolline 156 156 mm to inches( Cell orientation 60cel4fti. 10) Module dLnenslam 1650,992�35 mm(64.95.39.05^1.37 incheg Weight 18.6kg 141.0 les) '-1 AVL Grass 3.1mm(0.13 incnesl.High Transmil AR Cooled Tempered Glass �Ff11��' 700/1000 mm Baclol-l� eel - While 11.,na Frome black Anodized ANrrnnium Allay J-Bao- IP 65.,IP Nrated Cables Pholovolte le Technss"y cable 4,0 -M210.006inche52). ioril000 mm I-V CURVES CF "/MCDU1r(24SN) Connector MC4 or MC4 Compotibla 11'1 RE RAfIAC3 - WAPxANI( rrc !t70'a¢IT _ Nall Operallrig Cell IO year Protlutl b°cfx 2°q Temperalura lNOGT( Wark'manship Warranty vY`6C�Z/fir- _ 5' ,,; ---- --- - -. •' Temperature CoeMcieni.1 P-, -O.dIY/°C 25year L'mear Power Waeonfy __ pemlma Cosfficieni alVm -0.329,/'C Y^o<-yr rix•,�:•co- - ,or.n. Temper.t..Coefficient of lsc 0.0.5%/•C o"I I1' IrI,: ml� 3�r Arc. �•W1.jnlJ( _� M^.RItAU�,H::fI tIGY Operationalfemperalure -40-+88'C Maxlmumsyslem 600VOC(04 Voltage Max Series Fuse Rating 15A CERT FrcalplrN t �� IIS : PACk.GI41RfCHi1GUR41i:1N - mm Mean a,per boa:30 pietas ty F Mpdulesper 40'crnialner:840pleces Mit .vv.x• Tranasvlor