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10 HUBON ST - BUILDING INSPECTION (2) The Commonwealth of Massachusetts ECEJQOh Board of Building Regulations and Standards iNSPEC r IONA t i c . V'r ES i �y�!� Massachusetts State Building Code, 780 CMR SAL-iq M2enised�t-Iar 2Pl1 Building Permit Application To Construct, Repair, Renovate Or DemolHly P 3 0 P 1: One-or Two-Farnilt.Dwelling This Section For Official Use Only Building Permit Number: Date ied: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION LI Property 4dL�dress: 1.2 Assessors Map& Parcel Numbers 1� 1—� 1c�c�c1 Lla Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 7onine District Proposed Use Lot Area(sq tl) Frontage(tit 1.5 Building Setbacks(IT) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (MG_L.a 40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone?Public❑ Private❑ Check if ves❑ Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2., Ownerlof Name(Print) City.StneC. No.and Street "f ephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction ❑ 1 Existing Building❑ 1 Owner-Occupied ❑ Repmrs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other Specify: rief escription of Propos VorV: L! SECTIO 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I. Building $ 1. Building Permit Fee:$ Indicate how fee is determined: Electrical°. ❑ Standard City/Town Application Fee $ - ❑Total Project Cost' (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ O Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ fl�J!✓) ❑ Paid in Full ❑ Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES ^�5.1 Construction Supervisor,License(CSL) - � / ��' .�9 ��'1Al License Number E xp i rati a D-al e Name o Hold r List CSL Type(see below) No.and Str et _Type Description Unrestricted(Buildings u) n, cu. it.) R Restncted I& welel 3 Family Dling City/Town,State.ZIP M Masonry RC Roofing Covering WS Window and Siding B ��� SF Solid Fuel Burning Appliances ��1 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Con ractor(HIC) �I H �ti>cisfrSnonNumber e� Expiration Da oL/ f IC inrm; anie,o IC �gi ran Nar e e I zed S, � ��p fc��m T�d cm ay � Email address City/Town, State,ZIP Telephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuan of the building permit. Sianed.Affidavit Attached? Yes .......... No........... ❑ SECTION.7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Las Owner of the subject property,hereby authorize V to act act on my b f, in all matters to work authoriz by this buil ing permit application. qAg 1 - Print Owner's Name(Electronic Signature) bate 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. � q �R Quit Owr nes or Authorized Agent`s Name(Electronic Signature) ate 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.eov/oea Information on the Construction Supervisor License can be found at www mass.gov/dos 2. When substantial work is planned, provide the information below: Total Floor area(sq. ft.) (including garage,finished 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 systent 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: 7/28/15 I, Swasey, Lori —, do hereby grant Trinity Solar the right to sign on Uiomeowoers Nomu) my behalf in all matters regarding the permit applications through the township of City of Salem for the installation of solar panels and all other (Mnuidpallty) related work on my property at 10 Hubon St. Please accept this (sveee Ad&.Io 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. Sincerely, ^ n v r ' w 07 10 Hubon St. Homeowner's Signature Street Address Swasey, Lori Salem MA 01970 Print name City,State,Zip Code 978-744-3193 Phone Number `{ CERTIFICATE OF LIABILITY INSURANCE 10/29/201 DA 12 /020-1 41 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. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms a""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 endomement(s). PRODUCER O TACT Na ME: Barbara Hayden DITTI-0AR AGENCY PHONE _ (732)462-2343 FAx tT3sl Aso-solo AC No: 78 Court Street Eo^lL .bahayden@dittmarinsurance.com C ---- INSURER 5 AFFORDING COVERAGE NAIC tt Freehold NJ 07728 INSURERA:HDI-Gerlin America Insurance INSURED INSURERBNorth River Insurance Com an Trinity Heating 6 Air Inc. , DBA: Trinity Solar INSURERC:Llo d's, London BPTP Future Holdings LLC INSURER D: 2211 Allenwood Road INSURER E: Wall Typ NJ 07719 INSURERF: COVERAGES CERTIFICATE NUMBER:2014-15 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED 70 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. INSR I A POLICYEFF POUCYE(P LTq TYPE OF INSURANCE POLICY NUMBER IMhA)prfYM OMMADIDYYYY1 LIMITS GENERAL LIAEI4PEER EACH OCCURRENCE S 1,000,000 X COMMERCABILITY PREMISES Ee aavrrence S 500,000 AW.ENL CLAIM OCCUR GGCC000065614 1/1/2014 1/1/2015 MED EXP(Any one person) S PERSONAL&AOV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GREGESPER: PRODUCTS-COMPMP AGO $ 2,000,00CV pCT LOC $ AUTOMOBILE IJ COMB HLNT- 1 000 000 A X ANY AUTO BODILY INJURY I%,person) S ALL OWNEDHEDULED C000065614 1/1/2014 1/1/2015 (Peracvder4) AUTOSOS BODILYINJURYHIRED AUTN-OWNED PROPERTY E OS Peraccidel4 S Ile L 'GepS UMBRELLA UAB OCCUR IND8R11012014 1/1/2014 1/1/2015 EACH OCCURRENCE b 15,000,D00 H X UMBRE LIAB CLAIMS-MADE AGGREGATE S 15,000,000 .. DED RETENTtONg �TNOERIID12014 1/1/2014 1/1/2015 Un,xa$I0,000,000 $ $15,000,000 jly WORIO=RE COMPENSATION WCSTATU- OTH- ANDEJHPLOYERS' IGRIU1Y YIN LIMITS ANY PROPRIETOR,PARTNER/EXECUnVE OF CERIMEM LUDEDi NIA E.L EACH ACCIDENT S 11000,000 BER EXC (Mandatory In NH) 000065614 1/1/2014 1/l/2015 E.L DISEASE-EA EMPLOYE S 1 000 DDO IfYIM,dos w ender DESCRIPTION OF OPERATIONS OeIow E.1-DISEASE-POUCY-LIMIT I S 1 000 000 C Errors S Omission PGIARK0201402 /30/2014 /30/2015 Per Occunw,. $2,000,000 Pollution Liability AOOreOale $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IANarA ACORD 101,AddlUonel Remarks Schedule,If more apace le requlred) NJ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity Heating & Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road AUTHORRED REPRESENTATIVE Wall Twp, NJ 07719 Barbara Hayden/BAH ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005)01 The ACORD name and logo are registered marks of ACORD ' The Commonwealth of Massachusetts 3Deparlmettl of Industrial Accidents I Congress Street, Suite 100 r q Boston, MA 02114-2017 w4� www.mass.gov/dia 1S corkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO HE FILED W7"9'9-H THE PERMITTING ALTHORITY. __ Aoolicant Inforanatiort- /�f - Please Print Leaiblv__ Name (Business/Oremization/Individual): ' f irl i T- 1 f Address: Z2A/ A1,1en)�1t�`ld ,K�z� City/State/Zip: 1 1// N. ,T_ �7 71 F Phone#: 7` 7-7J'61', .Are you an employer". Check the appropriate box: Type of project(required): L®1 am a employer with Y4 employees(full and/or pan-time)* 7. ❑New construction 2.❑1 am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers comp. insurance required.] 301 am a homeowner doingall work myself - , 9. ❑Demolition y [No workers camp.insurance required.] 10 Q Building addition - 4.❑fam-a homeowner and will be hiring contractors to conduct all work on my property. (will ensure that all contractors either have workers compensation insurance orare sole I LN]Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.0 1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. [3.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance' 6.❑We are a corporation and its officers have exercised[heir right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees-[No workers'comp.insurance required.] *Any applicant that checks box pl must also fill out the section below showing their workers'compensation policy information. r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. .Contractors that check this box most attached an additional sheet showing the name of the sutrwntmctors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'eonWasation insurance for my employees. Below is the policy and job site information. ,J� Insurance Company Name: f i� i?!'.),i f,I Policy#or Self-ins. Lie.#: E �: . ) ,[�. Lrc1 Expiration Date: !J 1_11 15 Job Site Address: iD H ` �1 I r *,' City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi y under the pains im emhft®i s��o/f perjury that the information provided above true and correct. Sienature:�-h.�)'� ilL&Ut k) Date: Phone#: FOther only. Do not write in this area,to be completed by city or town official. n: Permit(License# hority(circle one): Health 2-Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector son: Phone#: I-pdee Address and reluTn WI-k season-'m'r change. address R wai ERIPIc7ment Lost card -Ition valid For inuilidui use only f,11 n sGiu er Affairs 91 IUSI-1 151 qC2'I Iii d' License or "gis!] �51%CmE IMPROVEMENT CrNTqACTCR before the expiration date, V found return to: 417OfTice of Consumermlairs and Business Re"Aalion 1,02-A Type: to ?ark ?Is=-Suite 5 t7o E;zOiration: 107212015 Sucolemem Card Brstnn,MA U2116 TRNMI HEAT+Ir I A;19,INC. GREGG i -A G -A.� SSE ?O PA71TERSON BROCK ROAC U i)Il�SIPI,V.iP-zHAM MA 02573 ,'u, alure A L -a j"- Y 2- P 7 TjpdaTe Address and retura card:Nlar!< mq3on for cfiarote, Add"s3 Reiiewii Employ�, so, Lo5i Card "Se or"gisimion'qIId "or indjyiduf use only Affatis Lice e -,he empivation date- ff found return tw MPROVEM ENT CONTRACTOR befor -and Business Regaindon Office if Consumer Affairs a '12C 15 comora'lon 10 Pak Plaza-Suite 5171) Boston,MA 02116 TRINi7i HEATING &AIR,INC, TOM KUNIFTT! 20PATTERS0N 3R00KR0ADi-; N,)F'; oiAREHAA41,NO 02575 !N,t valid orithnut ogriature ,a CS-103631 GREGG LACASSE 14RINE ISLAND RD 0-1 MATTAPGISETT MA osrsorzolT 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 August20,2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x6 at 24" o.c.with 8'-6" span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 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 Lori Swasev, 10 Hubon Street, Salem, Massachusetts This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes,and ordinances, and specifically, International Residential Code/ IRC 2009,2011 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 31h" 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 Massachusetts P.E. Lic nse No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING ELECTRICAL ENGINEERING H OF M,;s O 9�1 Z RiCHARD a. N O GO ioON HANIC, (~n NL1_49993 O O/STEPE� �? �Sg/ONAL Ei"�'\ ' c' INSTALLATION OF NEW ROOF MOUNTED HUBON STREET• 2.6kW PV SYSTEM 10 HUBON STREET ' SALEM, MA 01970 MY MY IBSO&V ROBILMORS VICINITY MAP SITE N°. ��DEBCNIrnO" SCALE NTS Pmjec1 Rlxmaco R:zmsans s SWASEY,LOflI PmIeM ABSORB'. ]0 HUBON STREET SALEM,MA olI ERALNGTED GENERAL NOTESCONTINUED SHEET INDEX 1.THE INSTALLATION LCUMBACTOR IS B A CUREENTPREWILNGLTIUT' ND,Gx SURE PI COVER SHEET W/SITE INFO&NOTES Ol IR9 TI11°I RESPOND':EFOR NSTATUES ALL B RESENTAT THE ED THOUEANDOxNAI LIPMENTAND FOLLOWING o NIST IFCLODURE THE GVE VOLTAGE FROM H AND TEa SPECIFICATIONS BUUYENTS ERE PV-2 ROOF PLAN WI MODULE LOCATIONS vaoPoseDzsflw BROTHERS NTANDHERTRUeNONS THE LLp RAGNS RING FORLANE THE PURPOAVE SE ^HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM soLAa srsiEM IMFT FDEVAµioN RECEIVE FROM TRINITY UP[IPN ANND ROD'GIIIswF ADD� AN A AESPoxs,.eE SI SUCCIPMENT oCiaOSMu�LLOWING µuis PHI C BOTTOM ANCED NOT UFUPORED AS COxsTRUCTIONAL MEN MAN DISTRIgH lOMPARRAL Orawn InmrmarOR NEXOTHERANDI oRUCTIO CONTAINED AL sEMBED T.I CUT TESTED OCR CONSTRUCT `TRE..AE E iE ETD DO pc°X Y .LIT N.. U., IMIRIS PHOTOVOLTAIC THISEARNGAND mxsrIOUxuc TIGER arnvDlEs. COUPON,SIDE GOOPONENT AND REPERSON BUFFE MANUAD seo°'OrvnL ELwrxm CODE ARTICLE R^cr 5stem POLOGYNipR: THIS 2A W C NTRATORHALVEREQ INENT RAWN Paioa TOTHEwBADOLrlorE NO N ORPROSGALE coNTRAcrOR is use EOUIREoio xAVE PxOTaELTA�c EEEM,Tpe oEcua+Em PROTECNON ALL CGMw.ucNTORICHEsiNmEOFF EiONTARACTO SMALLc ALTERNATING CURRENT o.E.NMORNCER`.ArPONANDFE1OUNE.FTALi usesREanlNc vCCEEDE sS WLOCFAFETYAND uF FLUOR nlLaxmE FOUGHT THE PM°NVOI.NF MODULES nE COORxOIxA„iOry,CXETHE NSTPL4i AO MEMFIx DHFO � OUER MOUN11 uuliOPo ONE APINENL ONSUBT,WMEG GRACE E pS°GD BY �rwLrme iMCT00.`BHOOLGH4VEAMIXIMLMUF uT10x COxiRACTOV BUiwiHE III ONE ELECTNICVf�WRO F SOLD IONTGAL HASAFTEMORDA WIRING ` "%CCwAY AN°VOE ABRIC LEx%E pSUN ABC F.W TEEL L1VPE SU NOVA NEAR PHOTOVOLTAIC INSTALLATION USTORACRE OR SO STE FOR OFETY IT ARE.COMMEN RECOMMENDED By THE � PREFER%suNEExANCE AND ONT COMBINEO% iHTICATEU GUBOGUWHYGRECW US I, SFORMER B cnEw."iw::R lTinvEnuExEu qM iT E OF THEwaESEinrXe° DO CPERRTRr Ti Rev.NE. Sheet LARGER, an ovsnie wsiiLi�A°rpwHcxpw m T13 THE L—ocnnON Oi ROPoseO ELECTRICCIESO cTcvRRExr IMISTEIGGLES DR n.1 B BE TRAINED IN FEET ID ADD TELEPHONE V4ROFIiS ME ENGINE T SEW F..ECTMITCR EARN XE IDO EC „==E�RPHOTOVOLTAIGSYEFAIIBTO APMAGAPPROVAL EUTUTV00WPwEANDDO ELECTRICAL SYSTEM CTURING R2 PV - 1 EDGE A YONG iISINSTABLEDFOLmE NARGGALL RECORD M OLY WNERS w°rswnANBHIPA"° ELECTRICALEMT USE mTc�ALu SUPERSEDE EI ROVEMENTS GHOmTED ALD ALL SYSTEM L voxEMENT a�EBN. EPSnwER COUNTYND WECIFIEWMns HE "ENcuirormc�s PEnER THO Tool YSTRO ILLe�XE.M iN`UaAaU sEcmOrvaF UNLESS inp00Fs vSOLAR G ISUE NOTES IF WARNED WITH A REVISION CHARACTER DTHER THE"A.PLEVE BE ALBERT THAT FRAL EOUALLENT ANpgR SYSTEM PNRACTERiBTRA ARE SUNSET TO CHMiGE SHE I FIAiVBLTV OF FORT TWEET III . knry RRY IINIMCCIAMP EFERTMEGUIPM s[ ou DEEPEST AN cs O ODANT xEN F issExLL$MLL rUnorinr6 Ni SOLM MOOIILE SOLAP MODULE POIMS,LYeiGL IaFFEaiO FOR.TRUE SIR FOP"MING MNIRAC SOLARMani OEAM MITUEIULS µ M NNw�i rTnoL�ut laeevamm[i rwluL,uv / I HEFEPIO TNEUHnPA[ ONE LAYERASPHALT 9MINOLC'9 I SCUP OMPLIANTAFTELLATUN cIaSNNM000 HPbHING I5L£LXUIIFBN4EIIGfMW ry `_ o EeSAxo UEIAM1A eE rwuEL �APOC EEPI4NT� �^ \ / RE.Exo CUP"HOOT Faaomnns - '/Y\\ TFEF - -----IT--- - ELL AL EP r SOLWMOOIILESEHALLNOT S E%,STING PPFTEfl E%GEED 1.HEIGHTHE. . `(F f20.TOL HEUNIRAC nATTACHMENT B CLIP DETAIL ESTATE, sFOP SPECS M. MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF IIHEGHT FROMGROUND LEVEL TO PEAK OF R°OP lJ scuExai.oswc Go" aTOLn]DULE SPEcs FOP nU scuExor.osulE SIGE.NOT TO BLUE nU MODULE LIN-CiUN$ Issvatl/RPvlsiom BACK . EP i III The uL x 3�CLEAR PATH ����i %�% � 1113','CL'E AR PATi M °"' TPNnAm XUNe11Ee R1 z %� R2 uo / i� ProjvcL Mtlress ��i� ' T P LO HueonsrRL�T SALEM,MA 019]B QT�.'� DC DTewIOB TEIe: AC PROPWED 3.6kW SOLAR SYSTEM V LLtHL I/ / F omwn I I t i/Q tT- o.aNe,P SOnL i s /u / BIT infornI L 3 CCLEAR P/T % JT • LTYPE xNo A NOTTE FULL EQUIPMENT SHAN BE INSTALLED IN ACCORDANCE WITH THE I.IAL INTEND MOUIPMEu sxuTlBE DID T��HT YUTH MINIMUM TIGER ED HATING FRONT Rev.NQ Sheet 11 ALL MORROU ME APPPO%,MATE µD UEOUIPE FIELD VERIMENCROM 4J ROOFTOP SOW2 INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCHEDULE SYMBOLLEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE QUIT RESSILLFICATI HI s ® F E"xFDRMA.GT uo PETER ALLEDDUTSIDE SCOULDRECTTOBE O ISECTEDNMPPANTEEA,LA�YETANUALxPw N TIRE Go ITEM BEDPoosoB1 �AT 1 SE3WOku5 U LGI SPOT F ° °" RE E E E°DPSPEce LE .Dx C Try OTHER OBSTRUCTIONS xo�cAresEXSMhc ELECTPca PANEL NET�CONICAL FOCUS —CLOD MTERTDBE CIA_Tw_OR.FOR ECSAN�DETAILS 'SOLAR D Ep'ES,US I—CA HICT ToBE *DBE IF DENNTY'rII4,T a`E „EA.TLE Ea MS INSTILEDSOUNIP% RGE 1 Nn,.M'M AS EnSlneer/U e Floltl ec Charles P Bonicker Trinity Healing S Air, nc DBA TnnRy Solar MOONED 2211 ALACKARDO Go Wall.NJ 077I9 4uN 1Ep 11 X44F OX 3AN UNDER SOLAR MOOULE 10.}&NV sW/S WIM HIGL Pam ptx M40ulE HEC 690.3E rB.15 FUc LOAM VG SITING _________________________________________________________ \ I SIPIXG pi lO M000LfsIN SEPIEs,isO vman JVNCLION 1 ' T P X. Ix INv xT F Box _ I i I i I I I I Issue4l Revlglons I I I I IPC oD FSLNIPTIONPERALI PIPE ME I I I SWASEY,LORI I iPlrvlry Pccti¢Glssss3s COMPLIES WIT"lolIT ITS l NECNEL GFCI RECEPTACLE Plnj¢c1 ACE1¢a5'. Ip 5F BflIONER CABLE 1)AAAINVESTMI IMUMEXPECTED EXTREME i TEMPERATURE BASED ON E%ISLING 10/3 N B E ASNRAE MINIMUM MABL ESIRE c IDRYON BULB 30/3FOV 340V 10 1EMPERI LURE FOP SHH PE LOWEST EXPECTED AMBIENT i0 METER M IOD1 MAIN BREAKER 30 HELENLEM,N STREET N STALL PiION LOCPTCN. LCN£Si E%PEC iEO AMBIENT METER 100A BULB FR SA LF.M,MA D1970 TJAP -l6< r I ' z.)HI GET CONTINUOUS AMBIENT TEMPERATURE BAyp j Cry AVERSE HIGHEST MONTH 09 DRY BULB Drawin0 TIIe: TEMPERATURE FOR ASNRAE LOCATION MOST SIMILAR i0 INSTALLATION LOCATION. HIGHEST COUNNUDUS TEMP PRO POSED 2.6kW 33c -J SEA UNPOSED P R1SEES SOLAR SYSTEM TEMPERATURES 3W5 ASNRAE FUNDAMENTALS T RS DESIGN DISCONNECT SEES STATES 00 NO EXCEED LV THE UNITED S TP TES(PAIN SPR NCS C 5 C). 0 LESS LOAN `L C OVy�_I..:.Ip � u' D NV I tl 9 CURRENT CARRYING CONDUCTORS r� _ R90F NOUN LED SUNL Cp1DU A CEPS D. AGovE rL M' ' ME ROOF AND USING EYE BEGAN DESIGNI PERATORE F J OF GJC OR LESS(ALL 0 UNITED S ES) e p M C ✓� r PBOULMOLEXIS OPERAROVER SYSTEMS UND BE p B 0v efe1 L ` 0-rRJ'_�-�r minl li PERM TIED i0 CPE R ATC 1N TH VN GROUNpEO r - __r'—- --- J� 5 t PP CT NSELTAIC SOURCE AND OUTPUT qfl ENT AS PER }� E U.35 DURING MFI.BROADER SENATE O -1 364W N LOAO CENTER PxI Ezzzree 5.)ALL EQUIPMENT INSTALLED EUT)OCRS SHALL HAVE -_L zp30A BACK FEED BREAKER XENA RATING. w XECA69R.6i LOCK CALCULATIONS FOR PCYTNc p REQUIRED SUNDUCTRY AMPACITY PER STRIPS 4EPL lYPe Px NNOVF (xec s9¢.etN)c uS (15.OP1.25)1-lS"A qM/fo,DERATED AMPACITY PVM44u EIRUNGn4Xs AMBIENT 2MP:GRANTED 1EMP DENIMS FACTOR: ]6 TµI la4TW Il5,-03 PInE.oPl LSL To[MSTIxL cx4 x4 x4p MBIENTOR P, 5C ]CCO. .DO Rev N. Fs-- RACEWAY art (40'.]6)1.00-XEROX 30 PDA F 16.15A, THEREFORE WRE SIZE Is VALID R2 PV - 3 OCTAL AC REQUIRED CONDUCTOR AMPACm 190OP•1.35-ITIBIA I AN EMOVEI—OU-1,111ITURY—FAUD 0"TIE.DERAILED/JAPPCITr C 314 E T W12.110 THAAA,1M10TH-1 Mr— AN.ENT TEMP: ABC, LEVY DERATNG 10,A GEXA \q.' 1 EATBY El C DEPg9rvG`-a BOBI N/A 3P'[MTW/i4MTHNNa,IIIDTNWN?GRIOND Tr JOA'CIS A IHEPFSORE AL WE 512E IS VAUD TLREWw BAREI.Le10 N fop BY 4V FRCURpEryi PROTECTION sw/n PAPF[OpxFP eOxw rq"AA"'"'CAYERCUPRENI: I4 AM 'SOLAR .00A•I-a5-nsDA —>SDP ovERcuRHEnT PRmEcnON a vnuD I,.I1 -d'Ie�-yO�TY 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 August 20, 2015 Salem Building Department Salem,MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x6 at 24"o.c.with 8'-6"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 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 Lori Swasev, 10 Hubon Street,Salem, Massachusetts This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes,and ordinances, and specifically, International Residential Code/ IRC 2009, 2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unlrac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5116"x 3 Yz' 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 M-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize ngm rin Co., h Richard B. Gordon, P. . TH of Massachusetts P.E. License No.49993 �E> Mrs MECHANICAL ENGINEERING CIVIL ENGINEERING I R'CHA Sc ELECTRICAL ENGINEERING GOROOyB m IEC y hJH 99C3 q (. yO' OAS TERED NAL September 29, 2015, To: Building Dept. From: Nicole Reusch—Trinity Solar(508) 291-0007 ext. 1215 Subject: Permit Application for a solar installation Attached are permit application(s) and checks for a solar installation. If you have any questions, please contact me at 508-291-0007 ext.1215. Thank You, Nicole Reusc Trinity Solar 20 Patterson Brook Rd., Unit 10 W. Wareham, Ma 02576 .ry , 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 quality on more than 350 MW of solar installations. . Pitched Roof Arrays Simplified ? The Snap Mack Series 100 UL Roof Nount System is an efficient,visually appealing, photovoltaic(PV) 00 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 Sy=_teni's components provide Tool (configure.snaonrack.corn) 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 pampers between splices. The UL 2703 2>Identify Site Conditions (Array Tilt, Building Heigh[, Roof Type, wind and Snow Loads) Certification ensures that SnapNrack partners can provide the best in class installations in quality,safety, 3) Bulld array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is full/integrated into the components 1) Plare order with your distributor. Purchase material for a single, project cr-order in bulk • No groundino lugs required for modules for addiucral savings • Rail splices bond rails together,no rail jumpers requirad • 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) Paters Pen , :, V�. LISTED PV Mounting System 2TO3 f & ' } 5 a re nN N R ndinS SnauWat4 SfaPda'd Rail SI {1<ll 1+ tl If tf5rlt snl I I tk W 1 _ �� 11 ( '1_L .t SSS S t acN I Snl'e s"(•. nn;Iw. aa:in �r ..ill lantr. L �naPN�pL X. Wt f11.ItA IXlilI 6� `+ ©Act"%1 Ptl1uSLlIAp n' S v"I'N Srd S lJw rtcnl pl_' •ak/` f,14m p(lallnn` BGntllny $ameas l:ar Sheawith Il L.1h ' 1 �Ey. Channel N1.1 _ SNIt-Lock Wmhers 9pllr Loc'+ SnapNrack Bonding SnapNraek Bending S a r Bonding Washer Adjustable End Clamp Mid Clamp Standard pall Spltee a'=Nr"° ru.na Len 'o-e n.ae cupptr vAm SnapNrack Ground Lug + E Assembly µ,l (ONE REQUIRED PER ROW OF Snap N"I POMipg llnive.V End Clamp(UGC)Vlave IIECPWIStrap UECWeCge stainless Steel Boll with Flat Washer I IF Enaprrack Bonding Universal End Clamp SnapNrac4 Ean0111e Standoff Owl Clamp Assembly Sna Nrack 5errated Stainless SnapNraek SnapNrack Bonding F channel hilt Robber Staal Fldnye Nu: Bonding Fan Chita, Channel SbInIM.a Serrated stoina," Nur Flunge Not Steel Flanga Boll gtap Nrar_k Sbndlr SnapNrack S]Dental, Flang Mill Finish L Foo[ not Standoff SnapNrack Ailoot Mill Flniv-] L POOt Standoff Gase(1-Noia SnapNrazk SnapNrack 4 SnapNrack Metal Roof Base 5huwn) L re0[ Mill Finish ;�F Flasniny Base Assembly Foot Base EnapN EnapNrack Metalrack Bonding EnaDNrack Bending Root Base with Standen Assembly L Foot Base with Flashing Bonding L Foot SnapNrack Series 100Data Patent Pending Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation • 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 • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap[`' rack- (877) 7-',t-2=60. w,,,%,wSnapNrac' .coin 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. 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 -RAILS CAN MOUNT TO EITHER SIDE L FOOT BASE AND UNDER ROW �R X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND •�`` r - CHANNEL NUT SPLIT WASHER = - /� S.S. LAG SCREW WITH FLAT WASHER SNAPNRACK RAIL �-� ,, 1 5"MINIMUM EMBEDMENT STANDARD RAIL � ! 15 STANDARD SNAPNRACK COMPOSITION STEP 1:ROOF FLASHING f°' BASE TOBROOF WOLT L � b � SNAPNRACK L FOOT BASE i /�/ ROOF DECKING TYP. LAG BOLT /j jFLA ROOF DECKING P FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES / WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING 1/ UP TO TWO LEVELING SPACERS AS COMPLETED INSTALLATION SHOWN IN"SERIES 100 RAIL LEVELING" RAFTER TYP. ZN.ZLY CORP DESIGNER: GMCPhwnt SCALE: DNS PART NUMBER: DESCRIPTION. REV Illy\Up INV` DRAFTER. D Ryan DAB S100 PEN DOI PEN DETAIL 01,FFLAEHHED L FOOT TO F W LKi6✓I ffln®Q]IW®I= ,_ -, ;;;,, _ APPROVED BY: 120113 ppr - IX SNAPNRACK -2X SNAPNRACK LEVELING REVISION USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X 1�'-18 X I"LONG -2X 1."-18 X 1"LONG ROUGHLY CENTERED BETWEEN 0 SETSCREW SETSCREW THE TWO PIECES BEING JOINED S I m STANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF 9 i• :i L ® VERTICAL ADJUSTABILITY ON ryI S _J ° m �• ALL MOUNTING POINTS WITH THE USE OF I"LEVELING 10.5 SPACERS 9.5 8.5 THE FIRST INCH OF 7.5 ADJUSTABILITY 15 ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L FOOT AND STANDOFF CLAMP SCALE 5:8 COMPONENTS r E RAIL HEIGHT=7.5" _'RAIL HEIGHT=8.5" E RAIL HEIGHT=95' RAIL HEIGHT=10.5" FOR AN ADDITIONAL_INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE z ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF =T'STANDOFF 9 7"STANDOFF a 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER `= PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ' ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. FOR A SECOND ADDITIONAL "e ® INCH OF HEIGHT ADJUSTMENT,ADD ANOTHER r. 1 LEVELING SPACER. USE OF e I J; TWO LEVELING SPACERS NOT f 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" s RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE a ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE LFOOT ONE LFOOT ONE LFOOT ONE LFOOT e ' PLUS ONE SPACER s PLUS TWO SPACERS " UNDER L FOOT UNDER L FOOT L NAI11 IREA.M ENERGY COFP DESIGNER: GMCPneetcvs SCALE Drys PART NUMBER DESCRIPTION REV Cf�P�(�G.3' .n,�,.,,•�...,.__..,• DRAFTER D Rya"APPROVED BY 5100 DO6 SERIES 100 RAIL LEVELING F I}'1N baufoW®@]Y64°ONO ..-_- .._ -._ - - DATE120113 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 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 (�IIIr f,,. MP lSIRFAM Er ER (CUPP DESIGNER: GMcPheaters SCALE'. DNS PART NUMBER DESCRIPTION, REV SnapINvoc�S "' oRaPTea: 0Ry. S100 D01 SERIES 100 OVERVIEW,ON FLASHED C DATE: L-FEET IFS QHmmIINg myoumn -,,, -,. :APPROVED BY 120113 f solar - SolarEdge Single Phase Inverters For North America SE30u0, -I-1 Si S-3$00A-UN / SE50004`r-IJS) F1SiS0,00A-US SE7bu0"l-US / SEl0u0CA-US /` Elll400A-US r .4 )� p �, i.. �. e zv f +4 Y ,y d .f ��k { .,. a �, *iy8 'b"i�c�' $l y q t^7f. y*r S JEy2y5�,N�Sima ` ;p The best choice for SolarEdge enabled systems r t e ,.4 Integrated are fault protection(Type 1)for NEC 2011.690 11 compliance(pant numbers ending in - Su error efficient 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 AC/DC Safety Switch for faster installation U;;'i. Ced Nil a I..5 JAFAN - CHICA ISF.AE'. .AUSrR1; Www.solared.ae.u5 solar ® ! Single Phase Inverters for North America SE3000A-USISE3800A US/SE5000A-US/SE6000A-US/ ' SE7600A-US/SE10000A-US/SE11400A-US _ SE300DA-US . SE38BOA-US`SESOOOA-US- SE6006A-U5 SE760OA-USJ $E10000A-US{SE 11900A-US f OUTPUT � � _ Nam SzooE�zbav fnal AC Power Output 3300 1840 4 Como 7680 y9ao@zoev 11520 c YA `520 0240V ` 10080@240V Max.AC Power Output 36SO 4150 5600 a 208V 6000 :3350 ' 10800@ 208V 12000 VA 6000 ra 240V r L0950 0240V AC Output Voltage Nil in:Nom:Max." t ( 1 ! J 133-208-229 Vac r t ACOutput Voltage Min:Noni Max.' I 211-240-264 Vac • '7 J ✓ .t ✓ J ✓ AC Freyuenc/Min Nom Max � 59.3 60-u0.5wilh Hl country set4ng 9,�60-�605J � I HE - Max.Continuous Output Current I 14 I 16 25 32 48 0. i 21 @08V 18 @ 20SV ... .._ 23 @ 240V i 42 @ 240N 6FUI 1 Utllity Monitoring,Islantling Protection,Comrtry Configurable yes Thresholds INPUT _ Recommended Max.DC Paw r i STCI 41P0 4800 6S00 7Soo 9600 12400 14400 IN ran>Forn,er e>s Ungrounded Yes Max.Input Voltag_. ... 5... -. .. I... .Vdi Nom OC lnpurtolage .,. - 325@ 09V/350@2-40V .. -�� � Vde Current— .- Max.Input 31 I 13 18 2' S I 35 ( Adc 1 @ 203V j 33 @ 208V 1]@ 247V 305 @ 240V I Niax InpLt Short Grtmt Current 30 45 Aac Reverse-POlanty Protection yes Ground Fault zohbon Detectlon 600k Se054t_iNtV Maximyp i!" ter Efficiency I-- 977 982. I 983 983 CC Weighted Efficiency 9 g 98 975 C120v 975 975 1 9 !M x08V 97S % „- -, -., - • „ I, - 98(�-240V 97 5 @ 240V . . . .... . .. . . . ..... . .. . . ... .-..-.. . , ...-... . . .. ... . tittime Po tier COnSumpdpn <25 ____ <4 W ADDITIONAL FEATURES. Supported Communication Interfaces RS485,RS232,Ethernet,ZI&Bee(optional) �— STANDARD COMPLIANCE 5aiety ULI741,ULt6998lPart numbers ending In U ) UL3998 CSA22.2 6rld,Connernun Standards IEEE1547 Emissions_ FCC part35 doss 0 J INSTALLATION SPECIFICATIONS ,,AC output condmt size/AWC range 3/4 mfnlmum'24hAW6 _3/4 1 nunun/83AWo ., DC inpu t Conduit size f e of tring r AWUranne 3/4' mmimum/12 strings/246AWG 3/Aminirnum/12 strings/146AW6 Dimension,with AC/CC 5„fety 30 x12-Sx7/ iO S x12.5x75; 3 - In/ Switrh(HxWXD) TS x 3:15 x iR ]75 x 315 x 191 - mm OSx125x10.5(]75 x315 x 26D Weigh with AC/UCSafety Switch 51-2i2 2 .. 54.7/24.7. 84.4/40.1 •--., Ib/kg,. Cooling Natwal Convecdon1. - Fans(u �r replareahleJ• Noise .25 e50 dDA Min.Max.OperaMgTempera lure 13 to t140/ 2S to r 60(CA Ne ersion 40 to.60I F/ C Range Protection Rating NEMA 3R .. .. .. ..... . .... . . ... .. ...... ........- - - .. .. . .. ... . .. ...-. •F„mbe,,esmn.,l:emus:plea:e ancaro sohrcase:uun�,c "'W,:Ited cv 115±41er Inrarivns wners rM1e yeadya�er.,gv hi�M1[empenturv�sabvve7]PFanja andtv]35"6 far Ic[alienswhLYe itu bLlow]J^r/'_SaC. Fni detailed ldmmanon,,eie.mnrnuw.vw u,iaradee ua/vies/udt:/'ov c ac o.es�z­ yQ,Z •'•AAA P/emremmono ma,be NT ind rrvoill limit insinput SE114tomevalues srnr.d, '•"CAN P/Ns are eligible for the Onbrlo FiT and imcroVl r ImivoFrl em S[lldppp USCM41 i+�aLnPgL- � �5 • • solar • SolarEdge Power Optimizer Module Add-On For North America P300 / P350 / P400 % P405 • RE t 6� '�� «,'�' �' . .+ `fie, � � • tf.-�'�sti�'M.a yr .'4 A'�� ,4 4�` �,�y_ a'Y.'�R •rid li? j,ti¢yam:Md •p;�'�L•," "��.�Ish�i'�kx•.�,��$ "�� i.,.aFe 1���»� J+„b s ��1' 3 �tR s ag. r*rv' •�Y" 5 r i As c ` r« r C+ '4 b �€•j ° 6 {. * �{.9puufi��Z � !'�"�3. f,,}• rx N�a µif v{ Ci..,G.y„„ '}''{," ' ' PV power optimization at the module=level '��} �Y � � ,�' k 5 w:� ,[ s, y7r,+��. o- +" ' s Wup '°t �25%mare energy a ." f n._. < . s r r a ' �.±.s`'+ ,w J �i ''. I , , e,uperior effinency(99 5/).F " '" , .+* ' . y°ei ri Mitigates all types ofmodule mismatch losses,from manufacturing tolerance-to partial shadmgi« aY�, t;, al't`�sw'tt :+ .• riF Flex i ble'system design for maximum space utilization Fast installation with a single bolt -' � +b � ,, ••�. '"> r; � `t - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety UCp 'iFP,U Ar4 - I PRA.N_E !,:R411 CH Atl7flAI!4 ww w.seta re dg a,:Js $o an.. dL., SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 / P405 P300 ��- P3� 5-� P400 'I P405 (for 60<elI modules) _(for R-cell modules)y(for 96-cell modules) ) (far thin fi lm modules)L_ INPUT - - --- -- Rated Input DC Power10 (�300 350 000 _ 405 W Absolute Maximum Input Voltage '' 48 60 80 1 125 Vdc (Voc at lowest temperature) ( MPPT Operating Range fl-48 I 8-60 _ 8-80 t 12.5.10.5 Vdc Maximum Short Circuit Current(Isc) I 10 i Adc Maximum DC Input Current 12 5 Adc Maximum Efficiency 99.5 % Weighted Efficiency - - •, - - 98.8 - % _....ervoltage Cate...._.. ...... ................. .. . .. .. ........ ... _... ...-. ........ ............ .....L......... .. Overvottage Category It OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ Maximum Output Curren 15 _ Adc Maximum Output Voltage _ 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power OpOrnizer� 1 Vdc STANDARD COMPLIANCE EMC _ FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 j -_ _ . .... .. ... .. ................ .... ...... .. .._.... . . . ....... . RoHS Yes INSTALLATION SPECIFICATIONS .M aximum Allowed Sys 1000 Vdc tem Voltage...._.........._._ ............. ...._........ _. .. ..... ... .._, .....,.,... ... Dimensions(W x L x H) 141 x 212 x 40S/555 x334 x 1.59 mm/in Weight(including cables) 950/ Z 1 gr/lb Input Connector MC4/Amphenol/Tyco I MC4 Output Wire Type(Connector Double Insulated;Amphenol . ... .. .. ..... ._ " .... .................... .....,.. . ... ... -. ... .-M..._ ,-.--.. ._-......_.--. Output Wire Length 0:95/3.0 1;2/3.9 m/ft 0pe retlng Temperature Range 40 +85/ 40 +185 C/ F .. Protection Rating _ IP65(NEMA4 Relative Humidity 0 100 % . ........_.......... ........ ................................................ ... ....-...... .. .. ..... .. ..... .. .... .....-........ ..,.... .... ... �^nat•e sic P�w�.or m�moam�mnd�te or�n m+sue P�wo,wiem,�a ailo,..;a PV SYSTEM DESIGN USING A SOLAREDGE INVERTERIzI SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) 8 10 18 .... . ... . ...... ... . I., .... I......--. . .. .. .6.....1.1, , .,....... ..........._......... ........ ...... ..... . ... .... Maximum String Length 2S 25 50 (Power Optimizers) .......,.. _.......,... ........ ........... ........ .. .. ... ................ ...... ........... ..................,............................._........ ._.... ...... Maximum Power per String 5250 6000 12750 W . ........_ ....... ....._. .................-. .. . .... . .. . Parallel Strings of Different Lengths Yes or Orientations Il is uoi allo.red m mu P3D5 with P]0q/P350/VJOU/P6U0(Y7DJ in one sltlnp, r• PAGE 51 GREAVES POWER DISTRIBUTION Cu9AL BUG-BITES" u� UP Insulation Piercing Connectors usreD Ehminates•teed for conductor InsulaucG, strlpping _ No taping royuireo after 193lallution 1 , For cropper to Copper, copper to aluminum,or alurni;um to atummum app icanons -or use on Insulated conductor only IPC_ SERIES NAED CATALOG _WIRE RANGE TORQUE CTN _EST.,SNIPPING NUMBER NUMBER MAIN TAP VOLTS BOCIS FT4_BS OTY WEIGHTOheJ UNIT c 13110 1PC 1002 I!o N 2 6 300 1 :5 12 2.63 13107 'IPC 4006- a/0-a 5-14 600 1 12 L60 CTDI 131nrl 'IPC 4020 2M 6 60C 1 12 4.C6 CTN 131o9 ']PC2s,0 250 , ,/0-6 Cv,ai 3C. 6 4.17 CTN 13113 1PC3640 :1EG-410 413110 300 1 25 6 4 P CTN f 13114 IPC 3535 050-410 350-A/O 3C11 21 25 6 1.63 CTN 13116 TIPC SD12 500-250 10-12 San I 25 4 2.65 CTN 13104 'IPC 5025 500-250 250-4 600 1 55 4 4.06 CTN 13105 'IPC 5050 500-300 500-250 600 1 ?5 / 2.64 EA CAUTION 13106 •IPC 7550 750-500 500 Son600 1 75 1 2.62 EA lJse Bug-Bites On '600 Volts,helance 300 Volts(for490V g,.urdod Y systems) Insulated Cable only! t Not CSA Pedlrad L,_not install on bare cable. GUTTER TAP CONNECTORS Dual-Rates �L SP 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 GP SERIES �iof NAED CATALOG CONDUCTOR RANGE_ APPROX.DIMENSIONS(INI GEM ESL SHIPPING NUMBER NUMBER MAIN TAP H _ W L OTY NIEIGNT(MS) UNIT 13117 GP 2' 2 2 A-12 SDL 1/6 SS P/� 24 1.43 13118 GP 70 PIT 2 I'0 12 SOL I 3'4 1'11 12 119 CTN 13119 Be 250 250-110 250-6 1", t a., 2'b. 12 2.5e CTN 13121 GP 35D 35D-410 350 6 IY, TV, a'l.. 6 2.15 CTN For copper-to-Copper,13122 GP son 500-350ou-3 rr. 3v. s 3:10 CTN Copp er-to-aIUrninuIT, 13123 GP T50 750 500 Soo 2 2 1 6 311. 3 2.6 CIN - -- aluminum-to-aluminum 'GP2 has slotetl s::rows. Oxlde-inniotor is recommended for added cone,ion Pro'ectlon. 600V 90'c Snap-on insulating covers for use with GO connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH -APPROX.DIMENSIONS ITS) C74 EST SHIPPING NUMBER NUMBER CONNECTOR COLOR ( H YV L CITY WEIGHT!g51 UNIT it 1313? GPC2 F_ � �EL_OW !. I«/, 1•.� 91D GIN 13136 GPC 10 P 113 131411 UPC25p r250 to 1 13141 UPC 350 C 3Sn I"-LCoo, Iv 13142 CPC Soo GP500 B�cE �^ 1 .- 1". 77��(' _13114 GPCT50 _3P?50 VFU1F1t3t r _I I 9.tip GIN wW v greave s-u58,COm l 11 Tin,taye Para,Clir on CT 06413, Phons 860-664-4505 I-'ax 960-654-4545 TOLL FREE 1-66P"243-11 30(Owslde,CTI POWE ' •/327 SOLAR PANEL 20% EFFICIENCY I SunPower E20 panels are the highest E O efficiency panels on the market today, SERIES providing more power in the some amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highesh efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. f :p n.•,r v - RELIABLE AND ROBUST DESIGN SunPower's unique MaxeonJmcell THE WORLD'S STANDARD FOR SOLAR`"" technology and advanced module design ensure industry-leading reliability SunPower.,��E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower Maxeonr" cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anthreflective glass and exceptional 1 low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% ,. `f 15% '8W N�*� 57. THIN FILM coNVENri0NA1 E E1`l Ey1�1 MAXEll CELL SERIFS SERIES SERIES TECHNOLOGY sunpowercorp.com Polenled all beck-contact solar cell, providing the industi s highest efficiency and reliability C UL US a . SUNPOWER SOLARP MODEL: SPR-327NE-WHT-0 ELECTRICAL DATA I-V CURVE ALem,edal slanea„l ieul-sndi mu lsltL inadlm¢ed ICU(1wi�d,Am ls.mgaulhainpemma u'e 7 "R ry Peck Power(+5/3/) Pmax 327 W 6 101 Cell Efficiency ry 22.5 Panel Efficiency ry 20.1 a 4 eaa wbeS Rated Voltage Vmpp 54.7V .d. 3 ---"-` Rated Current - Impp 5.98A y Sc"11Vin' 1 Open Circuit Voltage Vac 64.9 V 1 '\ - - _ 200 w/Id Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 _ Voltage M Temperature Coefficients _Power 1PI — -0.38%/K- _ Cenem/vebage rh�recfe,i.to wish dep-dark.en i< dian<,.and module femperme.e. 9 ad -176.6mV/K Voltage(V - -- -- eDnem(I,el BsmA/K TESTED OPERATING CONDIFIONS NOCT 45'C+/-2'C Temperature -40'F to+185°F I-40a C to+ 85e C) Series Fuse Rating 20 A Grounding Positive grounding not required Max load 113 psf 550 kg/m'15400 Pal,front(e.g.snow) _ 9 9 9 w/specified mounting configurations MECHANICAL DATA - - 50 psf 245 kg/m�12400 Pal front and back (e.g.wind) Solar Cells 96 SunPower Maxeon'"cells Front Glass High-transmission tempered gloss with _ Impact Resistance Hail:(25 mm)at 51 mph 123 m/s) —a anti-reflective(ARl 52ghLng_—__i Junction Box IP-65 rated with 3 bypass diodes -' --`- ----- "-- ---'-'---' ---"- Dimensions:32x155x128mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi Contact 1MC4)connectors Warranties - 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) _- - _ 10-yeor limited product warranty Weight 41.0 Ibs(18.6 kg) —� Certifications Tested to UL 1703.Class C Fire Rating .'_._DIMENSIONS — -- ----- - --- I - — -- - —- -- -- -- _ .. . —. ----- - ----t MM IAI-MOU N MING HOLES IBI-GROUOING HOLESL— IINI 12X 06.6 I.261 IOX 04,21.171 vGI' iNl—�1— —�sza 1 k'9PI] i IBI — BO - ENDS — 1 t. Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0211 S,,Po rCormr,t,o.SUNPOWEA,lee suHFa taro,ee a[HE WORLDSu ,w a'S sNDu FOR sowR, uM EON wa nadamak.wrog6wmJlmd-1k, sunpowercorp.eam vl W nCawe[Cwpv,vlien N IM1a US and Wio auwrivf nswll.NI RigM1¢Aeserved.5pdcificoltons InclWad in IM1is dolorheol am suhlacl b cLongewBM1o.f ndis Oaumnl aN155d Nd Rw'B/IIN_EN 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 17,2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x6 at 16"o.c.with 8'-11"span (horizontal rafter projection).This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading 4.33 psf dead load(modules plus all mounting hardware) • 30 psf snow live load(50 psf ground snow live load reference) 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Claudia Hennessey, 21 Columbus Avenue, Salem, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances, and specifically, International Residential Code/ IRC 2009,2011 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%" 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"-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] SN OF MASS,cyG RICHARD B, ) —T Z GORDON Richard B. GigrdW, P.E. ° MECHANICAL Massachusetts P.E. Lic nse No.49993 NO.49993 �FC"ISTER \ � MECHANICAL, ELECTRICAL, &CIVIL ENGINEERING