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52 TREMONT ST - BUILDING INSPECTION (2) 00 l t RecEivEo The Commonwealth of Massachusetts L SERVICES Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR Revised&kr_�� 0 l� A If. I � Building Permit Application To Construct, Repair, Renovate Or Demolish a n I One-or Two-Family Dwelling (� This Section For Official Use Only Building Permit Number: Date Applied: _ Building Official(Print Name) Signature Date I SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 52 Tremont Street Unit 1 Salem, MA 01970 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(to 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: Public❑ Private❑ Zone: Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Juan Pena Salem, MA 01970 Name(Print) City,State,ZIP 52 Tremont Street Unit 1 978-594-5006 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction ❑ Existing Building ❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other Specify: Solar Brief Description of Proposed Work': Install 3.9kw solar panels on roof. Will not exceed roof panel, but will add 6" to roof height. 15 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1. Building $1,000 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $14,000 ❑ 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: $ 15,000 Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 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 I&2 Family Dwelling City/Toy r e,ZIP M Masonry Rc Rooting Covering WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/17 Gregg LaCasse/Trinity Solar HIC Registration Number Expiration Date HIC Company Name or I IIC Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 City/Town, State,ZIP Telephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........1f 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 Gregg LaCasse to act on my behalf, in all matters relative to work authorized by this building permit application. Please see attached letter. 1/14/16 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 contain his app ' lion is true and accurate to the best of my knowledge and understanding. Gre;Y ] LQcGt`_-r-e 1/14/16 Pr nt Owner's or Authorized Agent'. •me(Electronic Signature) Dale 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.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dns 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, Pena, Juan , do hereby grant Trinity Solar the right to sign on (Homeowner's Nome) my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other (Municipality) related work on my property at 52 Tremont St. Unit 1 Please accept this (Sir-,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. nSincerely, �JJ1 t v C� 52 Tremont St. Unit 1 Homeowner's Signature Street Address Pena, Juan Salem MA 01970 Print name City,State,Zip Code 978-594-5006 Phone Number A��a CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 11/2/2015 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 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 CONTACT Barbara Hayden NAME DITTMAR AGENCY PHONE 1 (732)462-2343 qAX No: (732)780-8414 78 Court Street ADDRESS:bahayden@dittmarinsurance.com P.O. BOX 1180 INSURERS AFFORDING COVERAGE NAIC p Freehold NJ 07728 INSURER AMEII-GerlingAmerica Insurance Co. INSURED INSURER B:Llo d's London Trinity Heating 6 Air Inc. , DBA: Trinity Solar INSURERC:North River Insureance Co. BPTP Future Holdings, LLC INSURER D: 2211. A11enwood Road INSURER E: Wall Twp NJ 07719 1 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. INSR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/ODIYYYY MMIDDIYYYV X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 DAMA ETO RENTED 500,000 A CLAIMS-MADE X OCCUR PREMISES Eaoccurtenoe $ EGGCC000065615 11/1/2015 11/1/2016 MED EXP(Any one person) $ PERSONAL B ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY[:] JECTPRO- ❑ LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER. Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 2,000,000 Ea accident A X ANY AUTO BODILY INJURY(Per person) $ ALL COINED SCHEDULED EAGCC000065715 11/1/2015 11/1/2016 BODILY INJURY(Peraeeident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident PIP-ENended $ 8,000 A UMBRELLA LIAR OCCUR EXAGC000065615 11/1/2015 11/1/2016 EACH OCCURRENCE $ 3,000,000 C X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 BED I I RETENTION$ 15227985133 11/1/2015 11/1/2016 Limit X of$3,00g000 $ 21,000,000 WORKERS COMPENSATION PER 01 AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE ❑ E.L.EACH ACCIDENT $ 1,000,000 A OFFIC ER/MEMBER EXCLUDED? NIA (Mandatory,in NH) EWGCC000056515 11/1/2015 11/1/2016 E.L.DISEASE-EA EMPLOYE $ 1 000 000 It yes,descnbe under DESCRIPTION OF OPERATIONS belary E.L.DISEASE-POLICY LIMIT $ 11000,000 B Errors & Omissions PG3ARA0201403 5/30/2015 5/30/2016 Per Ooounenoe $2,000,000 Pollution Liability Aggregate $2,D00,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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 AUTHORVED REPRESENTATIVE Barbara Hayden/BAH --- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) �\ The Commonwealth of iWassaele uselts Departmenif qfIndustrialAccidents c I Congress Street,Suite 100 Boston, NIA 02114-2017 Ivwrvntass.gov/din 1J'orkers'Compensation Insurance Affidavit: Builders/ContractossfF.lectricians/Phtmbefs. TO BE FILED WITH THE PERNUTCLNG AUTHORITY. Applicant Information p Plems,print Le6bil Name (BusiaesslOrgnnizatfmdlndividual): TnnitV JOlaf__.__..._-:....__ __.._.�_ Address: 2211 Allenwood Road City/State/zip: Wall, NJ 07719 Phone fl: 732-780-3779 Areyou ad employer?Check(he appropriate he%: Type of project(required): 1.V1 am a employer vdth 300 employces(full and/or pan-time),• 7. ❑New construction 2❑Iam a sole proprietor or innnershipand have no employees working for me in 8. Renuideling any capacity.[No workers'comp-insurance required.] 3.©Iem ahomeowner doing all work myscif:[No swdcers'comp,insurance requhed.(t 9. ❑Demolition 4.❑t am a homeowner and will he hiring contractors to conduct all vsrork on my property. I mill 10 Q Duildingaddilion ensure that all contractors either have workers'compensation insurance or we sole II. Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 5.E]1 am a general contractor and I have hired the sub-contractors listed nit are anached sheer_ (3.Q Roof repairs These sub-conlractors have employees and have workers'comp.insurance.: 6.Q Wo are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,11(4),and sve have no employees.(No umrkers'comp,insurance required.) 'Any applicant that checks box MI must also fill one[he section below showing their workers'compeamnion poicy infurmution, t Homeowners who submit this affidavit indicating[hey are doing all work and then hire outside cmunicmrs must submit n nav arlidavit indicating such. IConaactors that check this box must attached an additional slice(shoving the name of the sub-cmlraelurs and slate a helher or not those entities have employees. Iflhe subcoMmctors have employees,they must provide their xrorkers'comp.policy number. I out an employer that is proriding workers'compensation insurm[ce1'or my emplayees. Below is the policy and job site information. Insurance Company Name: The Dittmar Age n y Policy#or Self-ins,Lic..#: FW(-Cr(:(1Q00-6rj6.1_rJ..___._._..-..._.____._ Expiration Date:. 1111/16 Job Site Address: 52 Tremont Street City/State/Zip: Salem, MA 01970 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. do hereby cerfl p under the gins and penotttee of perjury flu t file Information provided above Is true and correct. Date: 1/14/16 .Phone#: Official use only. Do not write in this area,to be completed by city or sown ofjtct al City or Town; PermitiLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department J.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: s' r, Office of Consumer Affairs end Business Regulation � ,r.. 10 Park Plaza - Suite 51.70 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card TRINITY HEATING & AIR, INC. Expiration: 10/12/2017 GREGG LAGASSE— 20 PATTERSON BROOK ROAD UNIT 10 _.__.__ WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. Address Renewal � Employment Q Lost Card 1/{ �4YY/llvliIYIL3SLIf�fF{ -+f�C(�mY6!:!!!!�^�Ji. wSr� I'ICQ Of('n nYiinlCr ltfairS i}f.1IGVinCSY Ft . c-alation License or registration valid for individul use only i " before the expiration date. If found return to: ar, rME IMPROVEMENT CONTRACTOR yes . Office of Consumer Affairs and Business Regulation Registration: 1703SS T e: ' �„ yp 10 Park Pima-Suite 5170 .Expiration: 1011212017 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE � ' 20 PATTERSON BROOK ROAD U Wff4f WAREHAM, MA 02576 ._ ___............. . ... ._....,:._. .....___.____._...____.... Undersecretary •.,� 1�{IPYp �tbOtii tii elute J Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-103631 - Construction Supervisor k GREGG LACASSID " 14 PINE ISLAND RD,- .w MATTAPOISETT MA py " t 3 sr jr �'!Zzx Expiration` Commissioner 08(3=017 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 January 13, 2016 Salem Building Department 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'-1"span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project if the rafters are of doug fir larch select structural grade of wood. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 30 psf snow live load (50 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 105 mph wind uplift live load of 16.29 psf(wind resistance) 3. Address of proposed installation: Residence of Yeselin Pena, 52 Tremont St. Unit 1.Salem, MA, 01970 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, 2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the 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 lag bolts. In order to evenly distribute the load across the roof rafters, there shall be a minimum of 2 mounting brackets per rafter& min. 2" penetration of lag bolt per bracket,which is adequate to resist all 105 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration to be 3" minimum of anchors for modules mounted within 18" of ridge and edges of roof. Very truly yours, Optimize En in�rmg )., C Richard B. Gordon, P.E. Massachusetts P.E. License No. 49993 MECHANICAL ENGINEERING �p jH OF A44 ELECTRICAL ENGINEERING CIVIL ENGINEERING O tiN RICHARD B. m p GORDON U MECHANICAL ti q NO.49993 7 Q O CFO/STEY� �SS/ONAL�G\ INSTALLATION OF NEW ROOF MOUNTED TREMONT STREET. 3.9kW PV SYSTEM NIA 52 TREMONT STREET UNIT 1 SALEN, MA 01970 s 189Nep1 Revlfi PAC iF VICINITY MAP SITE NO. 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Tft PROPOSED 3.9kW SOLAR SYSTEM t kE E J DreW,n Inbonanon r wxc osrE. Nuzs(zors E 4 _ f. R d '� i H E ' Sf➢ay. / s uxn InloTnlRuc, 41YSRMLIa. j.gYW W FCWM' uslnm� TwxRup ism.zm Fms.m vnurcmMPAxn. xsn Gwo vnmv Aurx. RPTEB., pIALTYFE:MF WNNWA ').L.I.. iNPfC01mV.GE WIMTFE MWYFµ'IUpFgalXaiNLTONIIRTRUtllpl9 IA-Wr0.TpEWIPNEMBINLL aERVN IIGMM]N MINIMUM XEMI.W pgTIN3, ].).LLLLOGnprya MEAP%ipxl MNRDREWIREFIELDVRIFIGTM. RBv.N. BRaal 4J ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARMY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE ® I�GwTE9 RWFps3lGnaPAN.PFFEgio unlGrEe xFVmLLmaxOxrEcrroaET xD4p.TYPIGL(pEFEp To IHEuwPAC pn aAWVOWFxrAnov=llr sCHEwIF FOn MgaIXPoPWLON UD INarN1EDgReIpE NNaTATCHn95' ON&LBFORaF4C8...L9 IS TPI.W 2W(RM'2xPWSMI , WpGIp,ttRGLL(REFER N THE WIRIG INtlGlE9EN4RINDNETEPLOGTPJX IHgCPiE pM'EIHnNi USEMIWYT—_ 1 SIASAyS MR E00110FNT..LE MR SPITS. .N .IIM.SPMSANppETgrrP OTHER OBSTRUCTIONS WarALLE .UMDE RroTEUMPPGWDECO4PlµVTSOLAR u _.L9109E OUNM'O FOan I.n.LLHMEM PgNTB.£Egi�XDINEAIN3LEnER FCqPEFERTOEWPWWR9 EpwEFgiSp IM AYO OETN cXNr Engineer l Limnse HDIOer: SOLM MODULES MOVXROIpgWFeH 10AM MOONED Y UNDER ODIUM MODULE I5 ]WYMO U. FPMOpU NEC IA75NATMO FER STRING 6FO.l0 15iPIX'I G0F I5MWUIFEIH6ENES-35p Vma ___ __��__ B'8' /, , EPMIXp1Fp INYOf INVEPIEpI r BOX I '1 I I I I I I I / I 1 I Issuetll Revisiofls I I I I 1 t I I I XO. �o0E5CPIYfION' ppEE vmien nae. -�.�pT f I PENA,YESELIN COMp6100 pnX 0DE1 NEC I LflIH11YPLClq'3p15]N30 QCI RECEPTACLE 1.)RAEE MI IMUMEXPECTED A AMBIENT 1EMPER BULB BASED ON E.STNG tPISA BREMER OnciamLA4tlfeA. ASHRAE MINIMUM MEAN EXTREME DRY BULB I]0/]ACy MDV IF 14/2 NM CABLE hMFTEMPERA 0 E FOR ASHRAE LOCATION MOST SOLAR i0 uTutt IWA WIN BREAKER 5$TREMONTSTREETUNITS LATON LOCATION, LOWEST EXPECTED AMBIENT NE]FA ISL Y-- I SALEN,MA 01970 ON WCXEST CW MO AMBIENT MILE BASED '' ON AERATE FORHONEST MDN1H OC DRY BULB TEMPERATURE TALL FOR ASHRAE LOCATION MAST SIMILAR TO LOCKABLE GOA 1 =IROPOSED INSTALLATION LDCATIpN, XIGXfSi CWTHVW$iE1IP• [ 9}L I IMSC0.NXELT NSFO W/ I J WAN/3.12005SHRAE NxDANEXTp15];DESIGN CxxWPFO W MUN pgCpUCPONTEYIPFRTNRES 00NOT EXCEED 4JC IN THE UNITED BRE.LOAD CENTER OISCCNNECID STATES(PALM SPRINGS,CA IS 111T). FOR LESS TiriIBYER1fR Al L RRYINc CONDUCT.1.A •s••e• g[VRRENI-A •ese �}/ 0 Dlevnn Infortnetlon ROOF-NWNffN SDE C7 WR Al LEAST PER TURFABO •• utw I DNA A6DATI @Nmis OF 4 AND USING MF WTDCM DESIGN TEMPERATURE OF 1JC Cp LESS(ALL OF LIMITER STATES), �_ �X'^ \^ ^' DMwXBv: �. 1.)PXOTOWLiu[PVFEF SYSTFMB SXALL BE uVlRoev. PERNInFD i0 OPERATE MTI UNORWNDEO r--- ---- PHOTOYCLTAC SOURCE AND OUTPUT CIRCUIT AS PER C__ ---f • B .rjyg B - E _ 000 00 B Own OMImxign mM NEC GDD,XS �. EDSTING MAIN BREAKER LOAD $OUARE D SWTRE D TrousvSTFm xEE: 3.9kW SJ ALL EOUIPMENI IXSULLED W10WF5 SHALL XAK 1 CENTER INSULATED LINE LAPS PN'. DP]IN D2tIRB ------� umOw¢[auxT" is .._____-__J mopUl[ilnfo: Ipllu lbJ ♦xENAe PRTNG. — INSTALLED W MAIN FEEDERS NEC IACOWMi D.NRIDGE. S9LCuunonG IVIR CYApeXTu MUT O]mp. WNDV[Fepi P 6WE M 6 ACR P'. 31f63 flEWIMO CONDUCTOR+MPAGTY PER STRING DEAL mim7EPq SUNi [X (1)J EC911SUBB (15 WI.RS)I-IB.JSA AM 110.OONATO)ANPACIn WMOWIf SPEpiIGTIINIS AMBIENT TEMP. SST,TEMP DERATNG FACTOR; .76 fl ACEWAY DEBATING-P CCC: LW N13W IISm-x6opN5,p91 (40'75)t0O-3pi limp EI Rw.ND. Sh6p1 JBAOA P 7875A,MEREFCRF MTBE 91E IS VALID VmP GE 10iA1 AL REWIRED CONDUCT.AMPAGTY g + g6TMX�".FofEAFMCFPND P1 PV — 3 14 WA9.35- 1].50> 6 Ila•urtw/saloixwny lamlxw AWG�10.DEBATED+MPACIIY XSePWXD AMBI Hi 1EMRATING 3 DERAlIND 1.0 RNFphPI1 SE3W]AV6 [ Al'"Ekn W/FRWTM'PF],IIIOTMXl4MUXD RACEWAY DERAEIXG p CCC: N/A 40A-In-6DA AC o s/apWW/xalp TxAH-;IADTHWNJpA pm � Imp 11 pool 34O 40A_ll.5pq THEREFORE AC WIRE 511E IS VAUO ymp i, IM 1p F LA'Emmw/3alOTWX�;MOmWN]GPouxO [pLNIAIfOX FORWDYER ueE.G. Vx SN bnn 1)5 1 At1 W Amin-/AN AAR NREP qpY D....ANO M115 14W AVERT 1 WRFFNT: IgWA vnom xw ylaFTxwx.xG4ouxo SOLAR 1a--A•WA OVER UR c ll+"FMCw/rrc TxWW -->]pA OVERWRRENI PROiFCTgI 6 VALID x11.U4nrmJnm! B])n]L]B W+1Lrvrv,Nr¢yp]]f9 ln'nify5alv.[vn 1 Optimize Engineering Co. LLC . p 9 g P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President January 13, 2016 Salem Building Department 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'-1" span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project if the rafters are of doug fir larch select structural grade of wood. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 30 psf snow live load (50 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 105 mph wind uplift live load of 16.29 psf(wind resistance) 3. Address of proposed installation: Residence of Yeselin Pena, 52 Tremont St. Unit 1. Salem, MA, 01970 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, 2014 NEC, and 2012 ICC Energy Code. The spacing and fastening of the 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 lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 105 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration to be 3" minimum of anchors for modules mounted within 18"of ridge and edges of roof. Very truly yours, Optimize Engineering Co.`LLC Richard B. Gordon, P.E. Massachusetts P.E. License No.49993 MECHANICAL ENGINEERING ELECTRICAL ENGINEERING ��ZN OF MgSSgC CIVIL ENGINEERING o= yw �. RICHARD B. O GORDON p MECHANICAL m NO.49993 RF 2 G/STEREO �i0 O�SS/ONAL�G\ 1 INSTALLATION OF NEW ROOF MOUNTED TREMONTSTREETo 3.9kW PV SYSTEM 52 TREMONT STREET UNIT 1 ; SALEN, MA 01970 k HIRE 9 y Issued RevI31Dre VICINITY MAP SITE "o. DEWMImoN.� pATE SCALE:NTS PrpjlM Title: PENS,,VESELIN mmm Accr X.zG]smo3e PNIBLH Md.. Sl TREMONT STREET UNIT 1 SALEN,MA O1WO GSHERUHOTEG oSFERALXare.C.SRUDED OENEMLHOTESCDMINUN MBRE.ATOHSC.HNI SHEET INDEX 1,TIE CAUS's OsROMMCiOR 1L B. THEAYMPFEAAENOMTIEppXEL918 Il ®CI.SPECIII.LIMl UiILRY IN JUNCTION BO% PI COVER SHEET W/SITE INFO&NOTES DFBWin Tm¢: REBPMENTANRMSUMBECALLL ALwONECTSE"i>imEw CaAVAMSANF.siro"v MIL THOGSAHAMPERAR wls PI ROOF PLAN W/MODULE'LOCATIONS EOOUIPMEMA"p FOLL01NM1p1L TERMINNECIENCLOSURSTE. U.S. Siµ p111-AN INEASSREMENR FVA OOL�WOLipMPERE PROPOSED39AW IRECilON3gNDIN3TRUGlION9 iERMINg190FiXE ILREAW pURIXO 1 Ps MOFORTFENYEBEEN � AR $QIAR SYSTEM .F.0 MTHEDRE.LWXGRrIRS',D MYIIGHTUNCERIALLLYBOWT MUNCIPEDFORTHEPURREVEW L NLowATrHouR PV-3 ELECTRICAL 3 LINE DIAGRAM WRE.STA10XFECEIVEO FROMiPINRY. MUCH C.FRVOLMAREWARXE MUNICIPAL AHOGET01'PLANEWAND L LINE 1.esSPONPLUPDXLOMLURN ALL PHOTTHESOLARMODMAREWARXN U.SE4.iX63Si .SUCTEE. MI MAMCIRWRBRFAMAN DI— IRlO11O811Oq REBRI.SNULEFORMBFNLIXp ALL 1MATTHEBOVAMODULES ARE DRAB..UZE0AEVISECRINCHD MCP MAIHlUd ON, EWIpMEMA"p FIXL01NXONL ENEAG6N WNHEVE0.TIEY ME DMWINOSUNTLpEVISEOiOINDICATE MLO NAWLW OHLV OMWIX4DAiF. El/)5/i01E OI IFECOeM'OINSTRUCTIONCOXTNNN ALLWENTSYSEIGHT. ALL IN OFORLCHSSHOWNDU GTE MryJMEp MAP PLETEMPXUM. ¢ L. XIe80LM HALL BE1 ALL FOUPSIOR ONDEFOUSi 9E Mi0 MWXTWG ].FE.ADN s.IGX COMPACTND PHOTOVOLTAICCRLYBY ACING ORDANC COUSTNTIONAC0UBES N NEUTRAL IEEDBY. U DERSTANDINRLL DURAOAVp THE EWER LFARLYMRIC CORMCEN1iX CONSigI1C110NALPNTES. NEC NOTKNCONTRAIRICAL WOE UNDERBTANDINO AYOPAWIXOS. RIE.WipNPLELELTRILCPoEMIICIF NIL NOT NCONTMCi $ 1¢RI OhR11dLOD: CWPON EST AND INVEMER MANUALS 890. NO. NUMBER PRIOR TOIMTALLATNX.THE INSTALUTCN 10. PRIOR TO THE INSTALLATION OF THE S ABBREVMTIO"B MS NOT iO SCALE 394W WMRACTOR IS ALSO REWIRED TO NEWS PHOTOVOLTAIC SYSTEM,THE ME AMPERE OCR OVER CURRENT PFOLECTION T. MULE LS NI LOMPONEM BWETCH ES IH TIE OFF INSTALLATION CONTRACTOR SHAUL AC ALTERNATINGCURREM p0 I US BO% IFLDUE N8 R"WANONSES REMOVEDPROSTO ATTEND A'ReHNSTALLRON MEETHE ALUMINUM PH. p RINA2W S.Ip E I"BTALANON OF ALL N8E8 BEARING FOR THE RENEW OF THE INSTALLATCH AL AMR.FMME FVC FLLVNIM/LpLOWLE CONDUIT MOOU BYBTEM COMPoNFNR. PROCEDURES,SCHEDULES,SMElY AN p AF III LZOMPANY: WILL GRID <.ONCE THE PHOiOVOLiNLNOCUSUFS ME C000.01NAilOX. AFF ABOVE FINISHED FLOOR FWR pgy[q M.N.,THE INBlI14ATIXR 1 SYSTEM BTMi UPiHE uG ANVE FINISHED GRADE CRY QUANTITY UTIUUM1M[q WNTWMPIR SHOULD HAVE A MINIMUM OF INSTALLATION LPttMLTSN SWl1 WG MEpMpE 6N8 RGIOMLVAN6NSIEEL REStBi6 ONE RECTSMAN WHO HAS BTTEHWOA ASSIST IN PERFORMING ALL INIPN C WNDUIN ME"ERICTEPM OF SOLD CUTEPAL DEALTYPE. A EUXNOVA SOIANPNOTOVOLTAICIHSTALLAPON HARDWARE CHECKS AND DO 1XWNG SPECIFIED PRWOEA9 JBWEOBWRCHBMRD COURSE pR SITE. CONDEJ CHECKS. Ce EX TYP TYPILOL S FOR pdGETI,1119 PECOMMEHON BY THE 12 Ng1M E PROPER FW,YIEW"CE Mp LItT CIRCCOUREUS SO% UO.I. WN�ESSMOMERWISE INDICATED MANUFACTURE THAT 111E In3TA11AigN so OF THEI"VEMS REFER TO LT CURRENT TRANSFORMS TRMHERPROOFF RE.ALWAYS HAVE A MINI MUM OF TWO TH EI90UTON PROLNU RES IN THE W COPPER NfM RBV.N. SIIBBI PERSONS WOIMING TOGETHER AND THAT OPERATION ANNUAL pC pIRECTCUPREXi •11R OFAWVE MOUNT 72 INXIHES TO BOTTOM ROR FALX OFiME INSTALLATION CREW 1].S BE TR,VXN M FIRST MD AND TL111EB THE LCCKRECH OF PROPOSED ELECLGC gC DISCONHEM SWTCH OgppE MEMBER AND TELEPHONE U ME SUSLACT DEAD pppMXp CPR. TOFINALAPPROVALOFTHE EC ELECTRILAL9Y9EEMIXSTALLER &THIS WVA%OiOVOLLAC SYSTEM IN TO APPROPRIATE VPLITY WMPANIESANO EMT E TRICALMETALLICPIBINO BE INSIALLN FOLLOW WO ME OWNERS. FB FUSE TR SWITCH CODE.A Y LOCALSE OF THE WIDE WO"LLEIFCTRIC 14. ALLMAREAWSFON.M 9XIp AXO N NSE COpEAXY Ld:LL WOEKHILHMAY CIXi9TPVCTICHNREXE9RE ONO GROUND ALLP9Y5IEM COMPONENTS LGOVERN. eMPR.I.S S SXONN HEPEIN SKLL OZRE GF U HO FAULTIMERRUPiER ] WESYLN MITH1 RISTPM BARE TO BE B IN E CARREn MREVAILINGMUHOIPAL FREQUENCY(CYCLES PER 'JV LISTED.ALL EWIPMEW WRL BE NEVER AYGUGU CgMRY SPECEC"TICN3. SELgIq 3ROUTWJRRA7CLUMLESSINWONS. STANDARDS ANDREDUIR£MEFTE SOLAR GENEMLF011s IF ISSUED DRAWING IB MARKED WRH A REVISION CHANGE OTHER THAN-9.RELEASE BE ADVISED THAT NNL EQUIPMENT ANOOR SYSTEM DEMALTERISTIER ARE SHE TO CHANGE WE TO AVAILABILITY OF EWIMENT. Ell AIIemmotl PwJ Ell-l9]ESIs AN l,'LllM FF"AFN.tnm FIR. of (Rww REFER PU EGLI ENT I..—aDF--R nvr -I FOM`EE.-C M M EW E µEa y PJECB.wD ODUFInIF9 LT ICOU FFECORMHMEXi 9q/.pMWVLE E.LICOUIE� FdM OL"10 IPEf£Pi0 S�ENEFRINO LETEI FE,EMCN4 µDOEFgII$ NIXXFI➢GP EO E\N NOR TW SIIDERinIGL IAMP UE ITOPSLLCO wmm ((REP ER TO THEaNI. b 1 RM VN ORLUPT EFECE. CETTON LKxSUDEP WE1P FRP mLLmT�m41E9 ti Y 'L MAN NL9 R. ru mxs lµ \ / _ NEWFM WP,hPIGL ��mlm PPoC9FN.Wq _ X — IFEfEPTOTIEWICxMCR mxa i CONCACLOMPLW.RINETn T10N OR E.FFOR ME EET" SEI NO MILES SHALL NOT W, \I NEW MiD WP.T,,C, EXCEED PEAK HEIGHT (REFERTOTI@WIUNRACY. COOFyM.TINBTYUMN EMETIN PARER MMUML O FFEC9 µD OETRI r1ATTACHMENTBCLIP DETAIL /'�1W MODULEPATTACHMENTONASPHALT SHINGLE ROOF nHEIGHT FROM GROUND LEVEL TO PEPHOF ROOF TOE 9VIF.xOTmaCNE EGIE:rvm T06GVE IssueO/ReMlslOne no. oeuPiPnox� MTE DC P . TRIe: M GD P AC SP p PENA,YESELIN "MIT,PCR P:.11 A.'13a P eDI MdPIME: 52 TREMONT STREET UNIT 1 SALEN,MA 019M ® ■ IXawln TiXe: m PROPOSED 3.9kW p m SOW SYSTEM €VETE F F f4` � D2NAn momstlDn FEFr,eT I Es ET E. EIIEEL-E, .iT�F E=EE FE F€ o EI Ef DATE: T 1D1s System Infmmetion: W MOOVLESVMD:� TIMM MORMEMPOM VTY CE..Y: PL.N. UTUAECT 3EN5 N UM1mflFxN a-. IMIUCE DULME: SVNNOVR NOTES: ( ALLEOUO7URE.RETEIN4I..NETR SOPDµCEWI1HTMc MJ ALL LCCeTVJN9 EMO EF MBOLs uCPUCONRMnxG. Rev.No. Shael ElAu oumow F.FMMRI ,ffiY oxTOWfflTFMINIRiUMRIN I xrvnTx MINIMUM ARRAY SCHEDULE SY LEGEND ve�wu.MFep To IisT iuiDwreiD OBNLDING ENVELOPE P1 Ems" x 2 vPPROx pEw t/ r+V 6J ROOFTOPS STAWTION ONLY PV MRAY WILL NOT E)ETEND BEYOND THE EXISTING R1 PLUMBING SCHEDULE EQUIPMENT SCHEDULE ® NRMEN CCPIWMW (RDERMTHE UNIMC 01V IMECtl MNTIPN=13T FFNR( CNEUJLEFCRWREUFCRMRTI0x UD IEIIVgaWXIECTtt19E ® MWUIy 36CpWS 0m MODUGPRCH.ES• IIECTION&2EFEMEREC AMO.TNW IS TRIM lEO RM- IHroIGlE9HEWPV"IMWULERaMRRAUM HER MIO CLIP.TYPICAL(REFER TO TIP.1. 1 SF1.UN M MDIGTESFXISnXGMETERLCGTOX Q I ENC*L9EMTU4E ULEFNSPRUCE e �CCE�OMPLLWRIEECEANDNMµ�Pl Try MOF TFPNNFLMEHT3WECVLEFd it Ml lEPECEµOGfT.VLS1 new UMMC MX.11. OTHER OBSTRUCTIONS EP LVOWGFMTgN:EIN9KEMENi—IGLLPµEL p iXtl GLLEoxEw PpoOUCnoN MFiER roaE ___ IPEFEPTOTHE VNRkCCOCENWiVM ax MNWUFw EPeDMAN DETML9 "SOLAR HICICATE NEN'MMMOUCCEMNECTMEE .I—.NFW IxhPTEFT.- NEW MOIMTUM FOon I.TT/CHMNT IOIMS, 3]T4krmmORwJ n.1El.Ale Op4uvECwnxwuxvwFL ® �IN9TAVF0 CuisICE • TYPlCu (REFER TO ENGINEERINGLETTER FOR w.KF-k,ry."E .wTmlryylamm PEFEP TO EOWPN£MSCNEONEFOp9PEC9. aMONGAND OETALM 1' Engineer l License HdUor MOUNTED sOUPm COufIS NDUXRD IOPOOE DxIMMr ux DER SOLAR MODULE 15 3WW MCDMEEFS W/IANA PER ING PFP M00V1E XBE 690.30 tC]S AOCMM PER SIP NG ]STRING GELS MCONF5 N SERFS-150 Vma --- - 0'NB' _______ _______ ________ ________ _______ ________ _______ JUNCTION 'TE RM XARDINROE INYEPrt Pl . . BOX I I I I I / I / I I I I I IssuFO/R6Vlsbns I I l I I I I 1 N0. pESCAIPLIDN WR I CTO)BGI TME: I PENA,YESELIN ARMY QRCUIi WINHO XOIFS I TRINITY ACC I l015 PERU I COM PLEL9 WITH 3011 N!C GFCI RECEPTACLE I P.J.PilERGS, I.1 LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON EXISTING pISA SIR SOON i A S4 R AE MININUIS MEAN EXTREME DAY BULB I20/240V 240N 10 14/2 NX CABLE TEMPERATURE FDR ASXRAE LOCATION MOST SIMILAR i0 J ILI1Y iUl TOOA MAIN BREAKER 53 TREMONT STREET UNIT 1 INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT ETEP I USB f1 $gLEN,MA 01970 TEMP- 6C 2.X HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED 0 AS RAE HIGHEST MONTH 29 DRY BULB a DRWIn TtlB'. TEMPERATURE FOR ASXRAE LOCATION MOST SMILAR i0 S3 LOCKA&E BOA INSTALLATION LOCATION. HIGHEST CONTNUOUS TEMP- I OISCONNEti NSEO W/ FSC - J EGA LASES PROPOSED 3.9kW GROUPED W/MAIN SDA UN11SW PRCDUCnpN SOLAR SYSTEM 3)2005 ASXRAE FUNDAMENTALS 2%LESON j BREAKER LONG CENTER DISCONNECT METER TEMPERATURES DO N07 EXCEED NC IN THE UNITED mj � D STATES(PALM SPRINGS,CA IS 91TCL FOR LESS of OH V <DV •° DRWIn nTOTIOMOn S CURRENT-CARRYING CONDUCTORS IN A _-� ee 3f�t°J°° le° p�WNOVDAh.' MyE/p15 ROOF-MOUNTED SUNLIT CONDUIT AT LEAST US'ABOVE � r� MM ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE L Dry Of 17C 011 LESS TALL 0(UNITED STATES), ee - EXISTING MAIN BREAKER D �— B --!1u•�° B - E L e1♦.)PXOi0V0[TAIC POWER SYSTEMS SHALL BE __ _ eeee L5 1BRIIOfmrnaOMPEPMIiIEp i0 ppFRATE'MTN UNGRpUNRp /A� TOTµ 553TFM5¢U 391W PHOTOVOLTAIC SOURCE AHD OUTPUT CIRCUIT AS PER WR LOAD SQUARE 0 SW ARE 01 NCL a90.C9 TTT O e 5.)ALL EQUIPMENT IN57ALLED OUTDOORS SHALL HAVE CENTER INSULATED TINE TAPS PN: D222H D221RB �________� MaDu¢i USED TPw.Lw A MFM 3 RABNG. — INSTALLED ON MAIN FEEDERS _ AGS WEDN'. RMazDPmz.m NBC VTI Vry WMPAXY'. NAPE GPW GLLULATIOX RE B FOR CURRENT CARRYING UT VTYA"'p: ASSENAMSS LTpp6 UTIVTYMLTE "I'D3G RECIIII CONDUCTION AMPACITY PER SIRING O.TYPE:PX SUNN OV4 [NCLC9DAte1LiR OS.W.1]s)1-18.75A AWE 010,DENTED AMPACITY W ASODUIESPEONGnONS AMBIENT TEMP: SSG,TEMPC DERtGO ATING fACiOR'. JB TERM lW(TIRE2C0 PD050C1 XyTxwm lGEc RACEWAY MRATING-3 CCC: AI (.Or.]G)T OR-3D40A Imp ez T SM1eet 3940A 5 III THEREFORE WIRE SIZE IS VAUD Vmp .G GET 1DEXSTINGOFOU TOTAL AC REOUIREO CGNICOR ANPACITr 11DDA'l25 A 1T 50A Y.^r *w/5+ +LDmw l¢IrouNO AND 110.DENTED AMPACITY EVA"EMTW/LAGGTHWNl,LAUTHW AMBIENT TEMP: 30 C.TOM DERATING 1.0 IXVEMEPNI-EE30.M U5 RACEWAY DERATING 3 CCC'. N/A RE A C 3/a'SMTw0.10T1. 14-1,1.13 wNIGROGNG 40A-10- 40A 1. 1pE Po°r MOR E Vf EMTW/NIGTHWVZ1V wx 269MND 10A_1].SOq THEREFORE AC WIRE SIEE IS VAUD 3w 1°m ]< Ew/e6 MP[c0ro[P ecM 0FROTGOi Vtt 5W Imx. 17.5 F nl WwP SOLAR i0tµ INVE TER LUMExT'. 11GOA lu 15 Vn°m 1W G AN'FMC w/NE THWX-I,NP TAWN-E GROUND 1100A°1.25-1].SOA XllrnrmfPwd e])Mii91e --)2OA OVERCURRE NI PROTECT CX IS VALID waIL NeY hny G]]f9 nNySaMrwm Snap rack Solar Mounting Solutions Series 100 Residential Roof Mount System Is !lyZilc1 ?s;,Thr> ' n : PNrack- _,erIF?i 100 JL poof haunt SySt ',m, iS : rU fl 10HV photn,, itaic rpif) 170-JiLde ill tc i?t3ti it System veli. s 100 UL is listed to the UL 2703 for :)PQ IP iillaC,j i'ii r~C1.".+ir?C and' fire cias,;ii'ication. The '.S ysteirn'S cornponent4 nrovld: - an acsec,uate honding path vtihich has eliminated the need for grounding lugs and wash- ers st each rnodule. end bonding jumpers bete een splices. hn addition to gro mdinq and bonding, Ue roof n-io nt systern, .Series 100 UL, is Class A Fire Gated when, in- n with Type i and Type it Modules. SnapNrack's UL 2703 Certification and Com- pliance ensures that SnapNrack installers can continue to provide the hest ir~i class installations in duality, st=fety and efficiency. O Appealing design with built-in aesthetics 0 No grounding lugs required for modules ;a 0 All bonding hardware is fully integrated into the components 0 Rail splices bond rails together, no rail jump- ers required 0 Proprietary SnapNrack grounding lug snaps 'Tf ': 3fi in the rail channel 0 No drilling of rail or reaching for other tools required 'a�: �t � 0 Class A Fire Ratingfor r , Type 1 and 2 modules System Features Include Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling I & Integrated Wire Preassembled Integrated bonding UIL 2703 Certified Management hardware Resources Design cc r_iiyure r.arinracl..cnlr. Where to Buy srt a rr at:.k.coni!4xr� Snaggy rack„ Solar Mounting Solutions 1 St 115 l! Ii F i c J it _' � • � m i_l1 v� Snap Nrack Bonding SnapNrack Bonding SnapNrack Bonding Adjustable End Clamp Mid Clamp Standard Rail Spiicc SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF MODULES) -ispParack 0.;nd lJni,,,; i 11 Id 1 li ESN Innf 1. NJ ..t'sl eot SnapNrack Bonding Universal End Clamp spa c k Ali AM Sta I.R 9 np >:cxaurhN ?pnt ab G It@[I t 1.59 Wfl an4 t r =1 i e ! lb 6l�} pFl � a!ti". rtl 1 p nxi dM Id N9 i 6(C-U K E s9 Nf I N rt ` St -n F{a*gerrntt I nrtrad t tles- 5 aAFloxk E'111I P.tip± P � clraa Solt�e StmxMdr L Fnut h P",ifkp "me, s ;�r-urpcam pfiil p t P«*< SSGt dpf$ t $as {�Iqv � kNtyca. F l k SnaPN rack Bonding SnapNrack Bonding SnapNrack Metal Standoff Assembly L Foot Base with Flashing Roof ease with Bonding L Foot - - 6000 Series aluminum Materials • Stainless steel • Galvanized steel and aluminum flashing year anr) bl <'k anad r,C alual';inum Material Finish • i,1111 finish o, select. r:ornpr)n-nts Listed to UL Standard 2?/03 for Grounding/Bonding and Fire Classification Calcs.&Certifications - Class A Fire Rating Type i and Type 2 modules • Stamped Structural Engineering Reports for all 50 States Grounding SnapMa k -rcm:d u nu Lug Cone lug per {nnividua m l w Of modules) Integrated banding comiDoner-t> Warranty 10 year limited product warranty, 5 year limited Popish warranty 877-732-2860 www.snapnrack.com contact: ,snapnrack,corn _ I I - I 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 - 221 ; nc= .. SNAPNRACK STANDARD RAIL d I ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINSI-I ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL=. t1[,T-111f V HP?II EfF':111 MAINS I REAM ENERGY CORP DESIGNER: 4.'.icPheeiars SCALE: PART NUMBER ❑ESCRif-'IGN REV nwirrFR. Say. CD7 5100007 SERIES 100U rt SVY ON FLASHED APPROVED BY. MT05<t't REVtSiON: SNAPNRACK MODULE ATTACHMENT. HARDWARE SNAPNRACK STANDARD RAIL ROOF SHEATHING,UNDERLAYMEM, AND ROOFING MATERIAL® ROOF RAFTER T IM(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS =EIMJTJ711i_''r"6 MAINSTREAM ENERGY CORP, CESIGVLR'. GMcPhaetms SCALErm' PART NUMBER: DESCRIPTION: P: DRAFTER: OBpr` STDO D02 SERIES 100 OVER�JiEtN,ON STANDOFFS APPROVED BY. nn1E F� SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT aE Si.n NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL�" 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®DOWNSLOPE) - FOR UNEVEN ROOF SURFACES, USE �a `"Tat SNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L y� �=:-. MID CLAMPS MODULE OVERHANG FOOT OR STANDOFF.SEE DRAWING ` (NOT TO EXCEED 300 "STANDARD RAIL LEVELING"FOR OR OR MANUFACTURER'S DETAILS AND LIMITATIONS RECOMMENDATIONS) MODULE OVERHANG STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR STRUCTURAL MEMBER "RAIL SPAN" DISTANCE BETWEEN ROOF ATTACHMENTS r "RAIL END OVERHANG"(NOT TO EXCEED- 34%OF ACCEPTABLE RAIL SPAN) 6'AINS1 REMA EN flb CORP. DBS"NLR: Gwllp aws SUALEI DNS PART NUMBER' DESr. NWl,y)N REV T x eRaFrCR. o Ryan A is 5100 D05 APPROVED By, SERIES 100 TYPICAL LAYOUT F 120113 - IX SNAPNRACK -2X SNA?NRACK LFVELNG R'v s:Ur USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO EP45URE 5 THAT THE SET SCREW IS - IX A"-18 X, 1"LONG -2X J"-16 X 1"LONG ROUGHLY CENTERED BETWEEN THE TWO PIECES BEING MINED � SET SCREW SETSCREW I i ' 1 STANDARD SERIES M) ATTACHMENTS FFATI IRE OF N. VERTICAL AD!)I_TABILJTY ON ALL MCUN77N3 POINTS WITH ,. [THE USE OF I`LEVELING (aii .........._ SPACERS THE FIRST INCH OF ACI:NSTABSLT'fY IS ACCOMPLISHED'WTTN SLIDING DETAIL A FEATURES BUILT INTO BOTH L SALE 5:8 FOOT AND-ANDOFF CLAMP ,- COMPONENTS RAIL HEIGHT'L37.5" RAIL HEIGHT EB.5" RAIL HEIGHT LB.S" _ RAIL HEIGHT�0.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE °.1 ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADI3SMENI ADD ?"STANDOFF +� 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING S-PACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVI-LING SPACER. ON TOP OF STANDOFF CN TOP OF STANDOFF NOT TO EXCEED (AL OF A-TACHMEN'T POINTS ON L-FEc f OR 10' STANDOFFS. ' FOR A SECOND ADDITIONAL INCH OF HEIGHT _ ADWS'MENT, ADD ANOTHER t IFVELING SPACER. USE OF i�IVO LEVELING SPACERS NOT „ - TO EXCEED 10i7 OF ATTACHMENT POINTS ON L-FEET OR IfY STANDOFFS. RAIL HEIGHT M.C1 RAIL HEIGHT(MET RAIL HEIGHT al-9 '. RAIL HEIGHT D5.2 ABOVE ROOF SURFACE r. ABOVE ROOF SURFACE j ABOVE ROOF SURFACE :: ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT "' ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT DEEI Ytl6A. CMtl'heefes J!_E PART NUMBER 6C-:4�`ts�. S�I pprrrr. , DRAFTER DP"'. C� 5700 DO6 SERIES 100 RAM LEVELING Y N'�. Fi M3a im'''✓+ kPYVU4cU Eiv U4. � USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE MODULES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES PROM 10 TO 15 DEGREES ABOVE ROOF SURFACE USE OF ANTI-SEIZE ON TILT HARDWARE IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: I-E STAINLESS TO STAINLESS HARDWARE) WITH STANDARD ENGINEERING REFER TO S1OD TKT SERIES 170 TILT KIT-FOOL FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK SUPPORTING THE UPPER R4IL AHEAD OF { RAIL STANDARD MODULE INSTALLATION - SNAPNRACK MILT CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL SNAPNRACK CHANNEL NUTS, TORQUE TO 10-16 FT-LBS WHEN SNAPNRACK L-FOOT USING WEEBS.WHEN USING AIA.-PURPOSE OR SNAPNRACK BONDING CHANNEL t-FOOT COMPOSF7ON NOTES: NUTS,TORQUE TO 14-16 FT-LBS. WEEBS ARE NOT REQUIRED WITH - -TORQUE ;"HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. SILVER S.S. 10-16 FT-LBS - BLACK S.S. 7-9 FT-LBS - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT "X 1"(OR 1-75')5.5, BOLT ANGLE,WIND SPEED,AND SNOW LOAD -BACK SUPPORT"LEG" IS FABRICATED FROM A SCRAP OF RAIL.CALCULATE WITH SP'II LOCK WASHER REQUIRED TILT LEG LENGTH, USE WEEB GROUNDING WASHERS AT MINTS 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 i !VM'SRCAM ENERGY CUR D->iGtlEP. Dh4F'Feetas SGSt.E DNS PART mt,Me'�A 1FS�PoPTION RtV ry+' i iR s.. aEta �Ip{ 7 ,:- ., SERIES tUO TILT KITS 70.45 L`EG Vr'ITHL `. 4-el .s: G., DRAT, cR}-"" 3iOD b10 ,PIE 120113 FOOT MOUNT 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 EE DEGREES 1 ABOVE ROOF SURFACE ON STANDING MAX LENGfIi: LIT" SEAM MET AL ROOFS WITH STANDARD SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING RAIL STANDARD SRECOMMENDEDINLETOST (PARTICULARLY FOR .4 STAINLESS i0 STAINLESS HARDWARE) � t REFER TO 5100 TKT SERIES 170 TILT KIT TOOL f �: 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 l CHANNEL.NUT MODULE INSTALLATION USING WEEBS.WHEN USING SNAPNRACK BONDING CHANNEL r °X 1" (OR.1-25)S.S. BOLTS NUTS,TORQUE TO 14-16 FT-LBS. y+,'1TH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS, \�\ CUi REAP.TILT LEG FROM SCRAP OF STANDARD RAIL .- . NOTES: SNAPNRACK SEAM CLAMP SNAPNRACK WIDE OR STANDARD BASE -TORQUES"HARDWARE TO THE , MID CLAMP ASSEMBLY FOLLOWING UNLE550THERWISE NOTED: -SILVER S-S. 10 6 FT-LBS - BLACK ET-LBS - REFER ENGINEERING TO ENGINEINE ERING CHARTS FOR RAIL SPAN BASED ON MODULE Te"RANGE NUT TILT ANGLE,WIND SPEED,AND „^ SNOW LOAD SNAPNRACK L FOOT ALL-PURPOSE -BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF "X 1"S.S. BOLT RAIL. CALCULATE REQUIRED TILT w WITH SPLIT LOCK WASHER LEG LENGTH. CUT RAIL AND DRILL TWO j" HOLES AS SHOWN SNAPNRACK SEAM CLAMP -FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE "SEPSES 10C 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 h✓1,INS1 t h ENEk pLS� BM nneWae „d_E PA'2l} PIBEP �E9GFicT�(gl. iz, '[} .- -- wri rc pfl DNS + SRIESSINOP KITS 1f7—}S., "SErJ'A v C Dtt n ,.:.�. .,.,�. yv`2,at�,S _ „PPi..ov'o a,•, F 12C113 MOP MOUNT NOTES: RFAFAC:N: -5/16" LAG SOL75 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 -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER y�5 S.S. FLANGE NUT L FOOT BASE AND UNDER ROW ANY ORIENTATION OF RAILS (UPSLO ETVS DOWNSI PE) X 1" OR 1.25") OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND •` CHANNEL NUT SPLIT WASHER 1 S.S. LAG SCREW WITH FLAT WASHER SNAPNRACK 2.5"MINIMUM EMBEDMENT STANDARD RAIL - IS STANDARD SNAPNRACK COMPOSITION STEP 1: BOLT L FOOT ROOF FLASHING -";.. BASE TO ROOF WITH LAG BOLT SNAPNRACK L.FOOT BASE ROOF DECKING TYP. `A e' 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 COMPLETED INSTALLATION SHOWN IN"SERIES 100 RAIL LEVELING" RAFTER TYP. r MAINSTREAM ENERGY CORP DESIGNER: GMCNetls SCALE DNS PART NUMBER: DESCRIPTION kEV = r.{" r� { oqA 0 Ryan PEN DETAIL 01.-LASHED L FOOT TO 5,= ,, t"'}`)Ur DATE, S100 PEN DOt RAFTER (�.VC . hong� ,a ._. _ _ ApPROYED BY: 12DI13 CAMMING SEAM CLAMPS ARE SPECIFIED WITH A BLACK OXIDE STAINLESS STEEL BOLT. IT 1S IMPORTANT TO USE THE PROVIDED BOLT AND TO TIGHTEN TO 16 FT-LBS FOR FULL LOAD CAPABILITY CLAMP CAN BE USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE ADD WITH MODULE CLAMPS 1.1T TO THE 'STACK"ON TOP OF THE CLAMP(X)AND ROUND UP TO NEAREST BOLT SIZE L FOO T 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 '';A TORQUE BOLT e FOOT AT THE TO 10-16 FT-LBS SAME TIME "X, SEAM CLAMP BASE (STD BASE SHOWN BUT INSTALLATION ' OF WIDE BASE IS " - SEAM ,y IDENTICAL) CLAMP --` CAN 2: OPEN ' CLAMP GETS .5 TYR 1: INS'TALLATION51ARTS SEAM LOWERED WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH HOLT LOOSE INSERT r 1 2 3 C -t WINO REAM ENERCY CORR DESIGNER. GM Pneet SCALE DNS PART NUMBER'. DESCRIPTION' RF= D RyanDA-E, S100 PEN D04 PEN DETAIL 04,SEAM- APPROVED BY: 120113 { "r solar ` olarEdge Single Phase Inverters For North America SE3000A US - SE3300A-US Ji SE5000A US ! SE6000A-US ; SE7600A US SH0000A-US i SE11400A US i v r -ert s* ,a aw,m i Elf° g n "Igo.- s rn, 4 ' r j ,zit I ♦ g fiI L f y E � ,'1t YoM, 1- i3 Y a i i The best choice ffor,SolarEdge enabled systems . Integrated arc fault protection (Type 1)for NEC'2011 890.11 compliance Superior efficiency(98%j — 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 converskin only — Pre-asserne,,,led Safetv Switch for faster installation — Optional—revenue grade data, ANSI C12.1 Sol a r Single Phase Inverters for North America . *4 ire" StiilW00A,US SV3F(11);VV3 Sttit)001 ki'$ !SLWOV,� U5 5E7iWOA4,P� i',FUJ0f?BA-US OUTPUT Ct" INPUT It W, toll VII 1011AA FFATUPES 'J: it STANDARD COMPLIANCE INS FALLAT ION SPECIFICATIONS I i- S, ...... I .tut t'; i i, "V" 'wi...at fan Limit 'rt Nla' t1i solar SolarEdge Power Optimizer Module Add-On For North America P300 i P400 I P405 s fir a > m rl� ``t 'tfi, vls.t �._.-" a "arr L t}c r� „t ' y y Mill 1� i 'Lh { t "NIX,-lll WA s16v'k-Irt„ s'k TMR'u RI �4 sk.fit e r � nv $ �r l� Xwr 9 `2g ir ;p34 I I � - .f•� im3,� 4�4°�.�f '6I § 3 iv L_tr t.. PV power optimization at the module-level Up to25Y more energy — Superior efficiency 1,99.5%) — 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-I=_vel voltage shutdown for Installer and firefighter safety solar SolarEdge Power Optimizer Module Add-On for North America P300 ! P400 % P405 .. .P300 { P400 P405 ,„_._....,�.m.._ ,._._....__..._..,.,.-.......... ..._..,.,..,. 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