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4 TREMONT ST - BUILDING INSPECTION (2) , The Commonwealth of Massachusetts Board of Building Regulations and I§MO � CITY OF � Massachusetts State Buildiq"C�TJOQj(C�21fSE({yICES SALENI tr /y Revised Mar 201/ Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Tiro-Family MTIGU —8 P b: 2 9 This Section For Official Use Only Building Permit Number: Date Ap d: }J� Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION ^ 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers J 4 Tremont St. L� I.la 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 d) Frontage(R) 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 Zone? Public❑ Private❑ Check if yes❑ Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Mauro Aquiar Salem, MA 01970 Name(Rini) City,Suite,ZIP 4 Tremont St. (407)301-1112 momoagui@yahoo.com 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) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other Specify: Solar Brief Description of Proposed Work`: Install 6.5kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height.25 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I. Building $ 1,610.00 1. Building Permit Fee: $ Indicate how fee is determined: '. Electrical $ 21,390.00 ❑ Standard City/Town Application Fee _ ❑Total Project Cost'(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (F VAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 23,000.00 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 Gregg LaCasse License Number Expiration Date Name of CSL Holder U List CSL Type(see below) 20 Patterson Brook Rd. Unit 10 Type Description No.and Street t W.Wareham, MA 02576 U Unrestricted(Buildings u to 35.000 cu. ft.) R Restricted IR2 Family Dwellin City/town,State,ZIP M Masonry RC Roofm Coverin WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 1 Insulation I ele hone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/15 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 City/Town. State,ZIP "Fele hone 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. Signed Affidavit Attached? Yes ..........41 No...........❑ - SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,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. 10/2/15 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 true and accurate to the best of my knowledge and understanding. Tom Blumetti '( ({74/ 10/2/15 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. 142A.Other important information on the HIC Program can be found at www.mass.eovloca Information on the Construction Supervisor License can be found at www.mass.gov/dps 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" Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 1, Mauro Aguiar —, do hereby grant Trinity Solar the right to sign on my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other (Municip.dlry) related work on my property at 4 Tremont Street . Please accept this (%re,Add—) 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@trinitysolarsystems.com. WHome ly, t Tremont Street neis Signature Street Address Mauro Aguiar Salem MA 01970 Print name Citv,State,Zip Code Phone Number �,- CERTIFICATE OF LIABILITY Imm'010A8lLlTY INSURANCE 10/29/2014 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 QOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING MSURER(S), AUTHORIZED REPRESENTA TI'✓E OR PRODUCER,ANC THE CERTIFICATE HOLDER. ' IMPORTANT If the certificate holders an ADDITIONAL INSURED. the policy(ies; must be endorsed. if SUBRCGATION IS WANED, subject h_ me terms and <e ndltic ns of the policy certain pdicies may require an endorsement. A scatemen:on this certificate does not confer rights to the i certificate holder in lieu of such endorsement(s). PgeoucER NAME-CONTACT Barbara Hayden NAME: I DITTMAR AGENCY PHONE (732)4o2-2393 Fwx IAI< Ne'I T 32I%50-e4 a 79 Court Sr-,et E-01ALL A q .bahayde"dit=arinsurance.com P.n. aOX 11fSQ I xI6URGR Si AFfOROIMc-0OYERAOE I NAIC 2 FreE:11C 11 cIJ 0772C INSURER A.HDDI-Gerl Ing America Insurance L21 NSURERBNorth Rive= Insurande C�mtanvitY Hearing & AirInc. , D5A: Trir_ity Sc1ar IrySIIRERC ,lo d's, London Future Holdings LLC Allenwood Road INsuREq E Twp NJ 07719 INSURER F COVERAGES CERTIFICATE NUMBER:2012-15 Liab Master. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THEATER PERIOD NOICATED. NOTMTHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO MS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. fL� LT NCE POUCYEFP POUCTEIIP LIMITS POUCY NUNBER 4l0 GENERAL EACH CCCURRENCE 3 ,0Go X CONN LIPBIUTY pgEMl<CANAGE IQ Er� o' 3 ,000 A COCCUR 000065614 1/1/2014 I/l/201S MED EXP(Ary one Person) 3 PERSONAL AOV IN 3 ,000GENERAL AGGREGATE ,000k.x, 'L AGGPUES PER: PRODUCTS- rOP ,000 POLICYLOC S AURIMOBILE LIABILITY P ROD St UMI 11000,000 A X ANY AUTO BODILYIWURY(Par Person) $ ALL UTOS O SCHEDULED CC000065614 1/1 J2014 L/1/2015 BODILY INIURY(Paraoddarlu S AUTOS SCHED MIRED AUTOS AUTOSWNED 3 LAes0lLPeh E UMBRELLA UAB OCCUR IMERIIO12014 1/1/2014 1/1/2015 EACH OCCURRENCE S 15,000,000 B X EJCCES.S IJAs CLAIMSMAOE AGGREGATE S 15,000,000 JFR OED RETENTIONS i ER11012014 11/2014 1/1/201S U.Kxa,;tDAW,OW S $15,000,000 A woRkam;COMPENSATION Wt ATU- oTH- AND EMPLOYERS'LIABILITY Y!H ANY PROPRIEIDRNATTHERIEXL�UTryE EI_FACl1 ACCIDENT $ 1 OOO OOQ OFFGab,ry IMBFR EXCILDED> N/4 EI WSEABE.EA EMP(D S 1 000 000 (MPmlatory in Nlp 000065614 1/L/2014 1/LJ2015 If yyoT,�rrilPe unRar DESCRIPDONOF OPERATIONS ea1Pn E.L.DISEASE-POLICY LIMIT 3 1000 000 C Errors 6 OIDiasions GIARR0201402 /30/2014 /30/2015 per Ornurence $2,000,000 Pollution Liability ApreAafe $2,000,000 DESCRIPTION OF OPERATIONS f LOCATIONS'VEHICLES(Atlar1'ACORp 14t,A44ltlolul Remedrs SctlaBYro,iT mom spa®is mAuiredl NJ CERTIFICATE HOLDER - CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity Heating & Air, IRO. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road AUTHORIEEU REPRESENTATIVE Wall Twp, NJ 07719 Barbara Hayden/BAH - ACORD 25(201Qf0S) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025'W1N5),OI The ACORD name and logo are registered marks of ACORD Tite COmirur'"toterrith 9.rmassachuserts ladus't-'iaz'A'Cide, sney?' Suite "fir'i Bos;rDn, M i 02114-20L v.i"ass,-OvIdia T'J at: F LEG V'IT liIT� oflt',ji7kil�C \1 IEORIT', , T4 Trinity Solar ,t.d,fi-tss: 2211 Allenwood Rd. C'itv/statejZip: Wall, NJ 07719 pliCile 4: 732-780-3779 Are you an employer!Check the appropriate box: Type of project(required): 1 01 am ,employer with 300 _employees t Fud,,nnuo,pitr-rure)r 7. LF] New construction 2,F-1 1 am a sole proprietor or p.mursodup and have no employees vow-knou, for mi, it any capacity [No workers-romp,insurance miquirod.1 I - 8- E] Remodeling 9. El Demolition 3�I a,a homeowner doing all work myself IN.)workers'comp nisainsuranceretitured,l 10 C] Building addition d DI amalonnewwrer sod vill bChminvcmdmckJT5n)CCnduCtail work tici my property 1 ensure that all contractors either have workers'compensation insurance or are sole I L.0 Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions I am a gerand contractor and I have hired the sub-contactors listed on the touched street t3.[DRoof repairs these subcontractors have employees and have workers'comp msmanc..� [4,C]Other 6r-lWeamacorpomtioij and its officers have cxerci,5txi them nghtof,,xem.ntioti per NIGI-c — 152,§i(4).and we have nu employees-Llskiwtukers'comp insurance raymm+l.] ^Any appl,crouthal checks box 41 most also till out the section below allowing their workers compensation policy information. Homeowners who othrot this affichoit indicating they v,donn;all work mid man him outside commiao" lost submit a new affidavit indicating such �Contractti dial check this box Most attached an additional shoot showing the name of the sub-contractors and soms whether or not those entities have employees. they must provide their workers'comp,ruoicyroomber I am an employer that is providing workers'compensation insuraincefor my employees. Below is the policy and job site information. Insurance Company Name: 1X4,Pnar,4ata17,-v Policy 4 or Self-ins.Lic,9: Ewe,CL-4&JO U5�ILI Expiration Date:_ii�i� Job Site Address: City fStateizip: 6'Alzm, o4ll 76 Attach a copy of the workers'tompensation policy declaration page(showing the policy number And'expiration diii Failure to secure coverage as required under MGL c. 152,§25 A is a criminal violation punishable by a fine up to$t,500.00 arl 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 DIAFor insurance coverage verification. I do hereby ce under the pains;"nerralties,ofperjury that the information provided above is true and correct. Shm ujrc�1L -h Date. o A M Phone 9: Oflicial use only. Do not write in this area, to be completed by city or town afficial City or Town: Permit/License 0 Issuing Authority(circle one): 1. Board of Health 2, Budding Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector &Other Contact Person: Phone Ap: „r --,rfi cc . -.f}aLS _.i1Ca Business Park F atu - Suite 'S1701 n� culf� .va e tix;1 4: LC— Registration 170355 TvUe. Corporakr Expiration 10;1212055 T-3# 2449cE. BROOiS. ROAD Ui�-iiT 'L'pda:e Addr^ss and rer:Lro ^_and.Mark reason.far cDtang:. Address - Renewal F.mplgymeot LosaCard ' ••_Office of Consimer Attains&Business Regulation o- License or registration valid for individul use only 1 ' ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: a _ gisVatian: 170355 Type: Office of Consumer Affairs and Business Regulation a plratian: 1 011 2/2 0 1 5 Corporation to Park Plaza-Suits 5171D IWW _ Boston,MA 021.16 TRINITY HEATING 8 AIR,INC. TOM SLUMETTI / 1 20 PATTERSON BROOK ROAD U i cr= WE5 f'tNAREHAM,MA 02576 Uodcrsecreinry Not valid without signature <i,=i'Y' Registration 170355 Type SLIPOemeilt Card y �::Pirail^vi,. 1'Dill 2.12-i 5 GREGG LACASSE: 'AlE8l 'UiAF-,EF(`''Mil, N1A 02`76 - - Update A,dies and return card. PAark reason for change. Address i--, lleneeeat Fj Emplovinenit r Los-,Card -_- _tO ce of Caesumer Affairs&Oasiness Regulation License or registration valid for individul use only ZIME IMPROVEMENT CCNTRAC7OR before the expiration dale. if found return to: Office of Consumer Affairs and Business Regulation 1;; Megistraiton; 176a Plash-55 Type: 16 park Pla -Suite 5176 s Expiration: 10/1212015 Supplement Card Boston,MA 02115 TRINITY HEATING&AIR,INC. GREGG LACASSE ..� 20 PATTERSON BROOK ROAD U -' — 00FcStt WAREHAM, MA 02576 pndersecreWry 4--N-oTvnIidw out ature �' 3,Sd:'17'3;•rr.__5.o.�,w.a:.•;-: a.:.:-i�a,:.:a:r_s CS-193831 GREGG LACASSE 14 PINE ISLAND RD. MATTAPOISETT MA, � _X iration �:ommrsswner 09/3012017 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 September 10,2015 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 12'span (horizontal rafter projection)at house and at garage is 2x6 at 16"o.c.with 14'span. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters with a 2x6 using(2)10d nails V o.c. Use of(2)Guard DogT"' 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. If do not sister,then install a 2x4 @ 16"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 10'-4". 2. Roof Loadina • 4.33 psf dead load(modules plus all mounting hardware) • 27 psf snow live load(45 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 Mauro Aquiar,4 Tremont Street,Salem, Massachusetts 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'h" 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, �PZH OF M,J& Optimize�Esgirteering C ., LLCM o �/ 02 yc RICHARD 6. m Richard B.Go ;P:E. o GORDON U MECHANICAL w Massachusetts P.E. Lice se No.49993 NO.499;3 TE °V CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING ion AL E`' r INSTALLATION OF NEW ROOF MOUNTED TREMONT STREET. 6.5kW PV SYSTEM j r N 4 TREMONT STREET ' I ` SALEM, MA 01970 -- ,a ( ' y Issued r Revisions VICINITY MAP SITE eiooEs<RIP.Ior+J SCALE NTS pruied prrx rvncnwMAUROE,a AGl11AR,MACRO Oneent Address'. O TREMONT STREET SALE M,Me 01970 SHEETINDEX GENERNALNGIESCONTINIMED GENERAL 1,TXE wsTALLADONCONTRACIOIES a AGE EROMTEEPARDS Is t< IN auRRENTREeUREsto HNmY TES CGRUINUCH BRE'DNu oN oTlxUx Pi COVER SHEET WI SITE INFO&NOTES omwmy nno-. RESPDrIEIBEQUIPMENTLE FOR INSTALLINGALL tED„ - ..'ANISIPARRIATENs. INS wesENUESUP aRORosED GSLw ANA „,xcAa rE+ EE AxD,xew os.AxD EEOUIREMEr s ERE PV-2 ROOF PLAN WI MODULE LOCATIONS V AEG ROAD AID "LOUISALL PROFIT BABBITT � NET OF FORE PRRPosETCET nHEART Pi ELECTRICAL 3 LINE DIAGRAM soLAR sysTEM ED ANERED IN THE DRAWING P�CM AE;NC:RLL:`:rv:G° DIT ORE.sEp e o n Information cT In LED 1.BE NEUTREAL Asw , D HITATEETION AND RE REFINING ALI BEELVDID.NFLISIEN IF,I AID DRAWINGS DUE OPINIONS To Mi T RAIR Is THEIR IT ALL o EAN m. Ul BEINANTIBIA On wCAEBA.AID s SURGED o E E rc n uE R c r L0 STREND Tu c RACTC APHANAL EL CODE - System mtormatio Cor°.woTPISLE OINSTim+TIOa ITSBLITAIATICI ms ITS �o*.OscAT OURT CONTRA ETTVI ALIN TO t PORTOTxE Ix LENGTH, HE OVER CURRENT PROTECTION a"rm°AINERI REOmREDEUll NR LA on OYSTETA Txe uLcanPµNEm wnmeEas III TIE OEE oxTRv°RExuL URPEIT No `usl.LIl- ITTIC AL ALINFUNT.NULT',TElRENT A:LEusrsa�.AAr:� ocFwries uxEou`Er.�,LUEETr"D PAT cLMATTEchIDJIT �T ETIE GNr OVELIAD ASCII"ARE ET ETDOE P, iw oULTED.THE INS ULUTON tI oITATH sysTEMSTARTUPTHE Awe xuecwVE P C EnuNlw Nrn T,Bsm CONTERECTO AVE A FRINUM OF BEAT.E FRON CONTRACTOR sxui c R GENERIlICT�IIOEDIDOA PEEL TVPC i,611 a°f ASSIST mPEAPORMINO ALL mITwL SOLIDHE L EOr+xavA "I III.L0 HAVE A %Bo lcrleo T AN,IxsrALLAnox AHE 'NE Ax°°cwIRIHD wEaL IucEwav, ENTERED OR RED. CONGURCHEI caw He`T'xeC, uo- oxER xOc<TeD MANUFACTURE THAT THE INSTALLATION INGLATIONCITTEETIETTEREFFERTO a ERPRURE sE ArRuNATUREDUREETHEIRE AnswRMEry Rev.ND. 6tleet K w D THAT LIESEUR."RENTAL AD n1 ++C E0,090nOM O"AUTITHFIRSHISTATI.I.TDID. I,L.IATRVI OF OFFEECATED ELECTRIC AID BC GCT EFxsxED ROOK eP D GTx DEDINTICIATEREll P1 PV - 1 A IT'Ss Cces s ureaTD ANESAND THE ° ua xc NEHIP �A,yLOGRIC.,EI°sir.�a,R Do�=°UEI.ToTORNIE EREDEATHEPROSHALLCIAFes ATUANDPALE INTERRUPTER IMPIN"O GAMIC WITH lx 6TULL ALL LSTFIa COMPONELITS 4 6Q IN"OFECTURRGANIC VUBL: To +c +CYCIESPEn T,ALL 1E C ALL WS MENT A LF TORIERI ANCOUNTY SENECIRICAL BEcoxO ARCENT 00REATEDUNLEssm0.'bFB STATUARONETTIE°UIRMAEHTSGENERAL NOTED y VC IF VOTED eRAwmD IS MARRED wxI I A REvbbN CHARACTER RIVER THAN CK.PLEASE BE ADVISED THERE EIrwL E°NPv6rt AxWOP SYSTEM DFAFACTEIPTIDe ARE SUBJECT TO 01Nn°E DOE To AVAIWBLITY OE EOUIr MEHT. J HN7ET xrwln r F-CFMA s.xOaUumNN E s[[m[G.,�Mr'wm�u.. u,al- _.-— Lw nlOUrrtllA s00 n nT ALI MODULE soLAR MoouLE CONE TYPICAL r DNA HIMEURIATTExsaa sPALmo �uIO OETULSI UNUSUAL SOIAR MOUNT TEAM '�Ux Pn[Hnu rvaaeu m£ UNIPAC'L"FOOTI".COUP PREPS I.ef mCc.wrcT�exrcrrut B EF" ONFIAYFR A9 N ALL SH NGLE6 • -I O ALP Srs LA UNM000 6L11 'Ar lr _ ��u�� AWC SEALANT -\ LAR ULE A ALL -. • N—MIDILIP�TYPICAL feF�.[E%I[NINGRMF�ERLanaTTN AO EPREWDPEAAK HEIGHT NOT • ` I ,PETER TO THE UI PYNN 3ATACHMENT S CLIP DETAIL CRATS� FOPS>[CS NIO �1PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF r1HEIGHTFROM GROUND LEVEL TO PEAK OF HOOF �S FIR SCALE -TUN"TDUls OmevSlLms Iscuetl/ftevisons UAiF vmlec nIP� RENT AGUTAR MAURO mem ACRp.IDIs sE6iB nE/ / PUTOD Address. uo D Q 4ALEM STREET P W / SALEM,M MA 01970 L DCAC /M�7] T5 i Tr �m%/ DmwiP,THIR R1 j� �� %/ L 3 CLEAR PATH h LTj�/ PROPOSED 6.SkVV GLE�R PATH ¢%� xoA LrrI �i�p PT �� • �. �% SNI'S rory U1 "ICJ a Tlzs 4 NRYLN Bncrc m.77NOTES nlomz fm TVPF. suxxovA 1/ALL DO)PMENT SAN.L BE INSTALLED w.CCQRDANCE WITH THE 3 MuwF A u ACTURERS INSTn xS aHmu'EST'AL GEMS Ueu EQUIPLESPH SHALL RAN + e Ts w.TmA FREE No. Bhel ASALOCoesnREAPPROXIMATnnDIEwIxM[we[wmm�ON C) ROOFTOP SOLAR INSTALLATION ONLY PC/ARRIVE WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE P1 ARRAY SCHEDULE SYMBOLLEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE �! RI I R1PASS' O NAx` D OH ND - QE LIE TYPICAL(REFER TH ITIC ^ y5 601TSM.iW>OUSYtlI Ivry 'PAL 5 Go PUR MRSU FPTCH Za u T - © M• UOPA.uS - — OTHER OBSTRUCTIONS Try P 5 ��SOLAR DI I� R I5P aLH — I ENgmeel l UNEARNED Homef DUNiED UNDER EO MODULE i40V.15� S YOLAPEWWE P3W PFP MopULE NEC 690 690.3< BAN I6/Y PUC MAF v[P YI PIxG I SIRING OF I3 MOWIESIN SERIES ------ N65 TO BE TERMINATED IN PARALLINE I RE 1'PI N1 -- I i I 1 1 1 1 I I ADDED I HAI NO DE111111THIR I I I I I I I 1 Gxi ecl Tllle: " I AGUTAR,MPURO ARRAY CIRCUIT RAIRTING NOTESIEl T TFACUT Y.ANIB COMPLIES WITH zou NEC UPS RECEFULLE Pm)e cl ANS UPI SA BREAKER I.)LOWEST EXPECTED 4M BIENi IEMPERn NPE BP SE➢CH EXISTING 11/2 NM CABLE 1 ASHRAE FORTRAN.MAN EXTREME DRY.1. I20/]i0V 200V I XEMPERANRE FOR ASHRAE LOCATION MOST SIMILAR TO UDLITY M 200A MAIN BREAKER R. 4 TREMONTSTREET LIPLLATION LOGROrv. ONEsi EXPECTED AMBIENT ME 2COA BNSSAR _ SP LE M,MP Dl9)D ITEMP=_NAG r 2.)XI GXEST CONTINUOUS AMBIENT TEMPERATURE RPSEO 1 ON ASHRAE HIGHEST MONTH 2%DRY BULB M1, 1 OlaWing T11U: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO 1 LOLK ABIF fi0A 1 INSTALLATION LOCATION. HIGHEST CONTINUOUS TEAR 013c0NNECI FUSED w/ DNA F.1 1 PROPOSED 65kW OF MAIN PEO /MAIN NSEC PRODUCT. SOIAfl SYSTEM 3.)C20o5 ASHRAE NNDAMENULS 2%DESIGN j B F 0 LEN TER DISCONNECL METER TEMPERA NRES DO NOT EXCEED OlT IN THE UNITED 1 Id�HIEB_/1 D STATES(PALM SPRINGS.W IS AG.I C„ FOR LESS THAN _ 1 210V m 3 � I. 1 I 9 CURRENT CARRYING OUNDUCTORS A POOC MOUNTED SUMIT CONDUIT AT LEAST 05-ABOVE S �'�lO'D N ROOF ANU VEND THE OUTDOOR DESIGN TEMPERATURE !� ✓� r J 11 OF a]T OR LESS(ALL OF UNITED STATES J T E.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE r Cep p - r- J PERMITTED TO SOURCE AND UNGROUNDED r_ C _f - ` B �'>.n�.n:"._� - U _ - D 1 T I II t PH pTOVOLTAC SOURCE ANU OUTPUT CIRCUIT AS PER V/Tj1�/ x EC 690 A. SOLARI B SO LANE O 1 __J +r- zs ECN NEED MAI BREAKER LOAD L�I� ..AIMUO U[ol 5.)ALL EOUIREFUL INSTALLED OUTDOORS SHALL XPv£ y [EN LER'RETRACED L LINE TAPE RAN D222N PH, D222R8 �________� AonUCIIELo: TIERIO+ A...A9 RATING. INSTALLED ON MAG 9 AIN FEEDERS _ 15 A TH o.O RATHER 6 E Tn Nv mll xolnl REQUIRED CON DOCTOR UPMPACIN PEPL NG SIRING I ABOARDI b)(11) (".-I 25)1 =I0.]5P DEAL",A[e+ I SVMN NOVA AND#10,COPIES AMPACITv YVAIDDRUFFROTHEATTARC AMBIENT BEEN 55C,TAMP DEBATING FACTOR, .76 E6 IiS6nEW P0U5.OB1 BP III DERATII+G= CO'. O.BO Re,V.NO. $II¢¢I HATE.]6)O.I=24,32A 24.32A'I8_75A.THEREFORE ARE SIZE 15 VAUD ANIFEENT 1111 DIDNIx60x..UKoo Pi I CHALA AD REWIRED CONDUCTOR AH PACIm O .5=SI R CAN HATINIIH4T.w1NIE11111W AWB B10,DEBATED DEC. EACIM1 5/9"LAI w/9+IIO IxwN x,TelP Tx 40AAMBIED TEMP: 30,iE MP OM MAN I,0 wx i¢Pwxo RACEWAY LEAVES 13 ASO N/A / 11CITEETRUIN 90A-10-<OA 90A'3U.>SP MEREFORE AC MRE SIZE IS VAllp I/n" iw/Rel0 mwN2 La1 - PROTECTION LW/eeeu{(pve[x tlp TMTAU IN q"ER FOR RSUEP ,w/1,6TIIA,,I . 'SOLAR 23.DDA.L 25 m 2fl]5A - -->JCA OVCRCURRENT PR07CBON IS VAUD - 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 September 10,2015 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 12'span(horizontal rafter projection)at house and at garage is 2x6 at 16"o.c.with 14'span. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters with a 2x6 using(2)10d nails V o.c. Use of(2)Guard Dog TM 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 1'o.c. If do not sister,then install a 2x4 @ 16"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 10'-4". 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 27 psf snow live load (45 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 Mauro Aguiar,4 Tremont Street, Salem, Massachusetts 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 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 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 311-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the flange nuts. Very truly yours, a1jN of 414SS Optimize Engineerin C ., LLCn s 10 or N - F RICHARD B. N O GOROON Richard B.GopbodrP.E. o ntECHANICAL m Massachusetts P.E. Lice se No.49993 NO 4e903 CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING ,J'Sr ONAL Y V_T yr • e The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation ) r' quality on more than 350 MW of solar e r installations. �- .:r Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System - �• �' { .. is an efficient,visually appealing, photovoltaic(PV) ,•._ r' r� ' module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for Roof System in 4 Simple Steps: electrical continuity,eliminating the need for additional 1)Go to the online Series 100 Configuration grounding hardware.The System's components provide Toot(configure.snapnrack.com)and select an adequate bonding path which has eliminated the "yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 2)Identify Site Conditions(Array Tilt,Building Certification ensures that SnapNrack partners can Height. Roof Type, Wind and Snow Loads) provide the best in class installations in quality,safety, 3)Build array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4) Place order with your distributor. Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together.no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required (One Lug per individual row of modules) U Patent Pending * LISTED PV Mounting System 2703 S1 Sgoll with Sta 1e11 Steel naPNraek Sandi SnaoWdek Standard Pall )� per [h Spht �`�mw SPllw Insert Spl l L k Washer L kWh SrI S FN ack LVrc +J 5naFr+'facF (. e . Adl 1 ble End S PN ack -I Splic¢ t s(.. 'g` X fl Plcn (' U n ease MdCI F w SndPNrdCk $wP hible endue Mess Bnndinc SnaPY afk Adjusi'able End Standees __ rlvu,cnl Nat taia, clamrentinrn Stainless Hardware with Bolt wltb penningZ fhannel Nul Split-Lock Washers SPIV Lock SnapNraek Sandln9 washer Adjustable End Clamp SnapNraek Bonding SnapNraek Bonding Mld Clamp Standard Rail ll Splice StIhd L Gr.untl Lug ug 1PEAWG- copper wire SnepNrack Ground Lug }� Assembly (ONE REQUIRED PER ROW OF MODULES) -SnapNraek Sanding UnNersal Y 6W Clamp(UEC)Wave +' UEC Putt Strap Y '-UEC Wadge Stainless Steel Bdt4 with Flat Washer SnepNrack Doodling pp Unlvenai End Clamp SwproaQ Bonding Stando ff Sp Clamp ASSITbIy BnaPN ac Serrate,,Stainless -SnapNraek Snaphir.ti,Bonding Rubbn Steel Flange Nut 9onding Channel Nut channel Stalnless Rain Collar Serrated stalmlaxs Flu,,.Nut Steel Flani golf Sh,,,Nh ac Stainless Snaphlraet 91 Degree Flange MITI Finish Bolt Standoff L Foot SnapNraek Smpripadc J140 All purpose MITI Finish Lrpot SShown) Base(t-Nole srunNrark -SnapNraek Base shown) .; SmpNreck �`�6'� L Fbot Melai Roof MITI Finish .V Flaslnng gaze Assembly L Foot ease SnapNraek Bonding snepNeuek Bonding SnapNraek Metal fitandeR Assambl Root Base with Y L Foot Base with Flashing Bonding L Foot 'SnapNrack Series 100 UL Technical Data Materials • 6000 Series aluminum a Stainless steel a Galvanized Steel Flashing Material Finish •Clear and black anodized aluminum e Mill Finish on select components Installation a Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification a Stamped Structural Engineering Reports for all SO States Grounding a Snap Nrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap[��rack- cirr. f=tl:,luls.iltf. Fc-Ir;._ . (877) 732-2860 wnlw.SnapNrackcom p -..ae.o NOTES: - REVISION: -5/16"LAG BOLTS MUST EMBED 2.5"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.1016 FT-LBS CAN BE MOUNTED IN - SS FLANGE NUT "BLAC3(S.S.7-9 FT-LBS STEP 2: SLIP FLASHING OVER . . ANY ORIENTATION -RAILS CAN MOUNT TO EITHER SIDE ,. L FOOT BASE AND UNDER ROW -A X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE SNAPNRA(]C S.S.BOLT AND CHANNEL NUT SPLIT WASHER \�� •� � �!/�� / I%°ss.LAG SCREW WITH FLAT WASHER SNAPNRACK �2.5"MINIMUM EMBEDMENT STANDARD RAIL i IS STANDARD SNAPNRACK COMPOSITION ROOF FLASHING ,i, - STEP 1: BOLT L FOOT BASE TO ROOF WITH jLAG BOLT SNAPNRACK L FOOT BASE ROOF DECIUNG TYP. i ROOF DECIONG TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES - WITH LOW TO MODERATE TILT f RAILS CAN BE LEVELED UP TO 3"USING L UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. �� ^^ n N.IVSTREMI ENERGY CORP, 'DESIGNER: GMCPNBBIete SGNLE'. DNS PART NUMBER: �OESCRIPTION: REV ICI CIJI IILNQ" 1,DRAFTER D Rye^ St(p PEN 001 PEN DETAIL 01,FLASHED L FOOT TO C Py ltou no LSyelwn , _._._ .. APPROVED By aiE: 120113 RAFTER r -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION' SPACER INSTALLATION TO ENSURE LEVELING SPACER USE CARE DURING ' ;, THAT THE SET SCREW IS -1X ju-18 X 1"LONG •2XA"-18 X 1"LONG ROUGHLY CENTERED BETWEEN -- SETSCREW ' SETSCREW THE TWO PIECES BEING JOINED _ R ® 1 I m STANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF Y VERTICAL ADJUSTABILITY ON ALL MOUNTING POINTS WITH It THE USE OF 1"LEVELING SPACERS _ - 9.5 10.5 7.5 8.5 THE FIRST INCH OF ADJUSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L SCALE 5:8 _ CO COMPONENTS T AND STANDOFF CLAMP ABOVE ROOF SURFACE _ ^ RAIL HEIGHT=7.5" RAIL HEIGHT=85' PAIL HEIGHT=9.5" g RAIL HEIGHT 10.5" FOR AN ADDITIONAL INCH OF ROVE ROOF SURFACE ABOVE ROOF SURFACE � ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD "STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF a ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. FOR A SECOND ADDITIONAL INCH OF HEIGHT a` I oil, ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF mill TWO LEVELING SPACERS NOT _ TO EXCEED 10%OF 4.4 5.4 — ATTACHMENT POINTS ON 3.4 _ _ L-FEET OR 10"STANDOFFS. RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE 19 19 ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT PLUS ONE SPACER 0 PLUS TWO SPACERS UNDER FOOT UNDER FOOT MAINSTREAM ENERGY CORP DESIGNER: 6WPMEIas _ SCALE: DNS PARTNUMBER'. CESCRIPMON: REV NMI& DRAFTER D Ryw - _ _ -- - S100 006 SERIES 100 RAIL LEVELING F tAV+� oug l;;ytftutm .. _., y APPROVED BY: DAB 120113 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 ��__�"•�.�_-` SNAPNRACK MODULE ATTACHMENT HARDWARE A•r ��....-._'._""- .•---- SNAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD / ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENT,- AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT- //�� Q,,. MAINSTREAMENERGVCORP .DESIGNER: _GMcPhe-m ��SCAIE: DNS PART NUMBER DESCRIPTIOk REV slTma'NP�anrQ.�.j��} ""°'a '� DRAFTER. DRY- _ � �MTE S100 D01 SERIES t00 OVERVIEW,ON FLASHED C MOU wo vyw..•w _. _. .... APPROVED By _. --_ 120113 _ L i 'n <� IV 9 . �r x{��A "� ktry yk:`'£,k�N`�7*�4+Y`i�y� x "•it I7jrr 4.1 laA . tt J"f ,X>* 'frr :y}r� a„Y_taF;.ks t ' x .y., �,�'� ,• ,y Sing I e Ph a se I nverlers for North America s o a r-I 7 1 'l, It,` J, OUTPUT I0 N' N(o,Pnal A(Voc,Cl QOcUl o j, f—1 -j IB3 ;Cb 229VI- 2AC:2E4V, o..Mo 1- 0.1'v Max 16V �Icmy w.c.rown"L1andin, Pwecfic., Thnlhu�-. INPUT 124m 3440C V, PTO... .. .... Rs Nnm nclnput%loka e 325 ta 209V/350 @ 240v Vd, 33 @ W9V i Max. 8 23.5 35 Adc m,.Input(p,re.1... 12 13 17 P 74 30S @ 240V Max.Input Shaft Efircult Current 30 45 Ad, Yet Ground-FauK Isolation Cetection MBdmuminverter Efficiency„_.., ,_ I, 97.7 96l I 98.3 99.3 98 98 98 Si� 97.5 97.5 975 .9 CLC WeightedEfficiency 97.5 99 97 S 2ugv Nightthne po.z,r.....o V , Ion c 2.5 w -. - . ADDITIONAL FEATURES 5.p,o,tcd Cophnoun[Caflon Interfaces _RS485.RS232.Ethe(net,ZISBee(DPvwll) STANDARD COMPLIANCE Safe ULL741,ULL numbers CSA2 2 Gnd Connection Standards - IEEE.1.547 .... lndajjons FCCsef-15tUS.% fW57jijLAjiGN SPECIFICATIONS-------------- 3o mininnum 19-3 AWC, DC input conduit size/4 of strings I - , 14 6 AVVG 3/4"Minj ..11-2 things 124-6 aWVG ;/a-minimum 1 2 A 6 n i UlahenSlons With ALJUC Safety 30.5 c12.5 x 7 tz.S.,7.5 1 I to 5 125 c M',I 77S c 315 259 SWhth($-brvV.Dj 1 775 x315 x 172 88.4/41 1 blk, wcl*�t-A��qpC Safety Sn1rh 51.2 23.2. 54.7/�4 7 Coaifng Natural Conmctlop fans(user blel No.. dBA • Min-MU Orating TemPerature 15 to 140 tS to r69 I✓Afl -40 to•601 -Z Ralge N.tecd."Rohn, IVIAA 3.R PAGE 51 ffDGREAVES POWER DISTRIBUTION CU9AL BUG-BITES" U� SP 99 c Insulation Piercing Connectors LISTED _ Eliminates need for conductor insulation stripping No taping required after installation 1 ;.5'•,'},,. For capper to copper, copper to aluminum,or aluminum to aluminum applications For use on insulated conductor only IPC SERIES NAED CATALOG ARE RANGE TORQUE CTN 1—EST.SHIPPING NUMBER NUMBER _ MAIN TAP VOLTS BOLTS FT{8_5 OTY_I WEIGHTQOs) UNIT 13110 IPC 1002 VU-a 2-8 300 t 16 12 2.63 CTN •, $ 13107 'IPC 4006 410 4 6-14 Goo 1 f3 12 ISO CTP: 13106 'IPC 4020_ 41f-2 2/0-6 600 1 25 12 4,08 CTN 13109 'IPC 264C 250 1- - -4/0 6 6G0 i 30 6 4.17 CTN 4 13113 TPC 2640 350 410 410-10 200 1 25 6 4.17 Cirri 1 01 13114 IPC]5]5 350-4I0 350-410 3C0 2 25 6 7.63 CTN 13116 itPD 5012 500.250 10-12 300 1 25 4 2.85 CTN 13104 'IPC 5925 500-250 260.4 son 1 55 4 4.05 CTN 13105 'IPC SOSD San-300 500-250 600 1 75 1 264 EA CAUTION 13105 'IPC 7550 T50-500 Soo-350 we 1 75 1 2.62 EA Use Bug-Bites on '600 Volts,balance 300 VOX.(V 490V grounded V.,.lama) insulated cable only! t Not CSA cenlried Do not install on bare cable. Dual-Rated GUTTER TAP CONNECTORS CU9AL High strength aluminum alloy 6061-T6,tin-plated LISTED 600V 90°C Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main CD GP SERIES-_, iiiU J NASD CATALOG CONDUCTOR RANGE APPROX.DIMENSIONS ON)_ CTN _EST.SHIPPING / NUMBER NUMBER MAIN TAP _ H W L QTY WEIGHTQOs) UNIT 131 GP2' 2-12 4-1250L I16 —5'3 ---1'*1,. 24 1. CTN 131lS 18 Spin 110-2 110-12 SOL 1 34 I'll. 12 19 CTN 13119 GP Z50 250-Im 250-6 V., 1'1n Vi. 12 2.54 CTN 13121 GOP 350 35D-410 350.6 IV, 1.1. 27., 6 2TS CTN For copper-to-copper, 13122 GP 500 son_350 500-2 1% 14 311. 6 3.10 CTN copper-to-aluminum, 13123 GP T50 750-500 500.2 2 141 3-1, 3 2.5 GIN----- --- --- -- - ------- aluminum-10-aluminum 'GP2 has abffed Sea.. Orlde4nhfbftor is recommended for added cOno.lan pmentlon. 600V 90°C Snap-on insulating covers for use with GP Connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH APPROX.DIMENSIONS(WN I CTN EST.SNIPPING p� NUMBER NUMBER CONNECTOR COLOR H W L OTY WE IGHT(15;) UNIT �� + .(: 13137 OPC 2 GP2 YELLOW 1 l + + - - 12 0 45 cTN 13138 GPCID GP110 GRAY +l �, 0.36 CTN 1314U OPC 250 GPZ50 ' RICO 1 +'. 0d0>. CTN 13141 GPC 350 Gp3Sn (YELLOW 3 042 CTN �1j � 13142 GPC Soo GP530 i BLUE 3'... i U.46 cI 13134 GPC>50 GP150 ORANGE f. _� 3 _ lLti1 CTN vAvw grea ves-usa.corn 11 Heritage Park,Clinton,CT 06413-Phone 860-664-4505-Fax 860-664.4546 TOLL FREE 1-800-243-1130(Outside CT) Mono Multi Solution, :r. > THE UNIVERSAL SOLUTION 15.3% MAX iFfICIENCY 250,. I Module can bear snow loads up to 5400Pa and w wind loads up to 240OPo MAX POWER'OUTPUT — - - - -- - - - -- --- O Guaranteed power output 10 YEAR 3" 0-43% _ PRODUCT WARRANTY p; High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR - -- - LINEAR POWER WARRANTY Independently certified by international certification bodies Manufactured according to 17funalioncli Gsualrty o' ° I5ID and Environment Managemen Sy>t-m S1 ,ndards y l ISO4001 Is014001 ; >, t it v II a' "-- (I251ilelics � I r I LINEAR PERFORMANCE WARRANTY /0.4,> r pry v.ht o _ _ TSWPC05.08 / TSM- PAU5 OL3 hS°1 SOLO li(Di-1 OIMENSIONSOf PV MODUlEiSM-PC/PA OS.De 91mm Yco.rr\Yal:f....IWCI 730 T3 2<0 35J 250 - _S11 Fo'.:r OcIPVl tcl.rnrce-Pru.ixl OIr3 Ofr3 ot-3 0/•3 Ola3 ,C""' �icWmmfcv.a IAI l _ Conan Ha• )J9 ZBI ]E9 J98 E.0 ��•" lFen CLccll`Icllctc-Va IV' JI-G 31.1 0)1 ^%3 =).B �1 Shcrl Cu<ultCurenl-L•a[A: 5.26 831 &Y e,; E.W e.rcdrle ftM1aeney fm lA) Ill 1{! le.) IS.0 153 i £ - �, Yck<r<I�Iandcr6le:ICm�YPprr 6iC 1/i Mcrr l.A'1.!..incrleMel WCYrlm',C1:11eTGeralr:re e_l; g I� FtE<]PICdI DATA 8NOC1 7SM-230 TSM-135 15M-]60 Ism3A5 11M-050 PC/FAOSOB FORA050e PURATIS06 FC/FAOS06 PC/PA05A8 Mainr_m Poxs (Vol 168 lr DL 178 1e3 MOaMrr+m Pc•WC Vdbge Nl 2).1 21_e 0.7 3P.8 2V Mc,, um Paam Currehl JA; 6 20 6.0 632 6.61 6.62 -_. Opeh Clrcull Va1la0e NJ 33.9 35D :}m SA2 36.e nI m e0 Stwri Orcull Curtest Iq 6_6B 6.)0 6.15 6.83 )ffi1 Bax:Y v4.r N(N:T.Ino]bnm a1690W(m`,NndFN Ympemlwe AC WMSPwtlIMh MECNANICAE OAIA E5alprrrelk MuXlMslal11na 156*I56mm 161eldlesl $ OBIlwiehld116n 60 ch11:(A.101 moe.l.ameneon 1650•992•60mm 166.93•3VCS•1.57 lhche)l I 41Q Ll e-A Weight 19,5t0143.01b) Gloss Hi,,lrpmpamnq rabr pbins 3.2rnm 10,131h0n) Fmrhe GIIIOfiGtd aluminlum alloy 1-60t P65MINd 1 v UIF,`:FS OF 1%AI0OUIE IS61-330 PC%PA 95.05 Cpblssi Chnneclor Phpbidllao TeehnOM)p/cglile 4.Omm"{flA05IKM.es'l, �, 1000mmj3DA inanxl.MG " fEMPERANRE RATINGS MAXIMUM RATINGS Namintlt Opro6lg CEi 66'O(A2``I OPPraMpOpl TBmpemluo -50-c8TC ry A •SN.w' _" _ 1BTPYOIVr9(NJCN MptimVm iYlbm Saw D.Uu U )' »i`>i'I iemP4olun Cvemvbnly P.... -0.135/'C Vpllpie 6oJV 0.=:UU 2.' 1. - \ f>mP9alun GoMdenl ofVr 0.)2X/'C Mao GBNwfue Ra Xrq ISA 0' .pmp�w u,e Cpelnplenl al llv 3D5TRJ-C l' D. ))l 3)r l)' t.-.»za6-.wcn•m Jucec��l:_,?.of 100'•;�,,. '/IAY:IdAIT—_-_._--_.�.`__.-�-. .: _. n.rl.alp s):-� 16 vevrwarbenr¢rn�::arl) bS vc:.:fv:m o.r'orroo.c"'hN Celprlr":,I C. FAC(AGING CO:IrI GII'.=Pi)`l CE s _n:l.o FV o0.E I rvi.n�rl n i .0