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9 GRANITE ST - BUILDING INSPECTION - - - 32. -7 0 The Commonwealth of Massachusetts RECEIVE CITY OF sn Board of Building Regulations and Standards Massachusetts State Building Code, 780 Cn O P E C T I O'1 A L $ 'h d I(`.,UEM �� Revisedd9ar 2011 Building Permit Application To Construct, Repair,RenovateZ plglj, a 3� 2b One-or Two-Family Dwelling �UJII tCYY LL CC This Section For Official Use Only Q Building Permit Number: Dat Applied: L ' Building Official(Print Name) -e Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map &Parcel Numbers 9 Granite St. 1.la Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq 11) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: David Ruelle Salem, MA 01970 Name(Print) City,State,ZIP 9 Granite St. (978)741-9277 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORW(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other s(specify: Solar Brief Description of Proposed Work : Install 7.28kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height 28 panels total SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials 1.Building $ 1,610.00 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ 21,390.00 ❑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 $ Total All Fees: $ Su ression Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 23,000.00 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 Gregg LaCasse - License Number Expiration Dale Name of CSL Holder List CSL Type(see below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft. W. Wareham, MA 02576 - R Restricted IR2 Family Dwelling Cityaown,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 I 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/15 Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 City/Town,State.ZIP 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 derrial of the Issuance of the building permit. .Signed Affidavit Attached? Yes ..........if No...........❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Tom Blumetti to act on my behalf,in all matters relative to work authorized by this building permit application. Please see attached letter. 9/21/15 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Tom Blumetti l /I,v„ , //// jj 9/21/15 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an turregistered 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. og v/oca Information on the Construction Supervisor License can be found at NNlvnv.mass. og v/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" J Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 1, Ruelle, David —, do hereby grant Trinity Solar the right to sign on (Hmmcnwods N-0 my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other (Mlm ,Ao) related work on my property at 9 Granite Street Please accept this (same Address) 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.coni. Sincerely 9 Granite Street Homeowner's Signature Street Address Ruelle, David Salem MA 01970 Print name City,State,Zip Code 978-741 -9277 Phone Number acoR CERTIFICATE OF LIABILITY INSURANCE C/2914 lD!z9/zu14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.MEND, THIS I f CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY A 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 1 REPRESENTATIVE OR PRODUCER-ANC THE CERTIFICATE HOLDER. _ I I IMPORTANT If the certificate holder is an ADDITIONAL INSURED. the pdtcy(!es! must be endorsed. li SUSRCGATION IS WAIVED. sublect tc the terms and ccndlticns of the policy cer-tain policies may reunite an endorsement. A statement cn this certificate does not confer rights to It, r e t ceniticato holder in lieu of such endorsement(sj. ?RODUCER NAMEA Barbara Hayden 1 D1TT`d.AF AGENCY PHONE T 'J FA% I. f 32)4e'2-..393 ) NPNi,ccn32;+au-say. 78 Court S-reet EiAaL _ - .bahaydflnOdit G.iar:n. sorance.com P.G oUA 11Fd _ I AfFOROINGCOK1iA0E- NAtC 9ree?RC 1'r. NET U7%2H msuRERa HDI-Geriin America Insurance INSURED INSURERs ATorth River Insuranca C -an. Trinity Haatinc S A_r Inc. . Dfih.; Trinity Solar tNsuRERe 10 d's London BP^_P Future Holdings LLC D+suRERG: 2211 Allenwood Road IN8VRen E: Wal NJ 07719 i T IN51.111 : COVERAGES CERTIFICATENUMBER:2014-15 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVEE POLICYJTH INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WT TO WHI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS ALL THEEXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED EY PAID CLAIMS. ILTRTYPE OF INSURANCE 6F EYP POLICY NUMBERGENERAL ULAWLITY EACH OCCURR3 1,COMMERCIALGRALLIAEIU7Y M*- S 'ArGEVLACGR CI WS-MADE OCCUR 00006561a 1/l/2014 1/1,12015 MED I(An 3PERSONAL BAS 1., GENERALAGGREGATE s 2,000,000 .BI LIMIT APPLIES PER: / PRODUCTS-COMPATP AGG S 2,000,000 CY PR0. LOC $ AUTOMOBILE UA8IUTY M O StNote.UMI 11000,000 A X ANY AUTO BODILY IWURY(Per Person) $ ALL OWNED SCHEDULED 000095614 /1/2014 /1/2015 BODILY INJURY(Per xdEe,n) 8 AUTOS AUTOS HIRED AUTOS NON-OWNED E $ LeeenlmnIaiw $ umBaELLA LWB OCCUR 101201a 1/1/201a 1/1/201S EACH OCCURRENCE Is15,000,000 B ]{ RCE55 UAB CIAtlNS.11A0E AGGREGATE S 15,000,0Q0 D RETENTIpVS =1012014 /1/2014 1/1/2015 umav of Sl D,JDO.poO S $15,000,000 A INORIOiR8 C051PENSATION STA'fU- oTH- ANDEMPLpIEPOWPABWTV YIN E.L.EACH ACCIDENT" ; 1,000,000 ANY PROPR iflism PARLitERJEXgtr}ME OFFICFAAA9tNH)PlrClU0E0o Nl4 F1 OtSEABE-EAEMP $ 1- 000 000 (LlembraryN NH) 00065614 /L/2018 1/1/2015 U�Tvv,,dourlpo weler OESCitIPT10N OFOPERATONS DWw. E.L DISEASE-POLICY LIMIT S 11000,000 C Errors G OmisaI G1AR=201402 /30/2014 (30/2015 per Occ;u;ante $2,000,000 Pollution Liability $2,000,000 DESCRIPTON OF OPERATONS I LOCATIONS I VENIOLES IAMaeN 0.CORp 101,A44IERIIe1 Remerim 6cDeeula,R more 9W m is m4uim41 NJ CERTIFICATE HOLDER CANCELLATION. SHOULD ANY OF THE ABOVE OESCRI13EO PO=WILLBE D BEFORE THE EXPIRATION DATE THEREOF, NOTIERED INACCORDANCE WITH THE POLICY PROVISION Trinity Heating S Air, Znc. T/A Trinity Solar 2211 A11EInwood Road AUTHDI2RPD REPRESENTF.TIVE Wall Twp, NJ 07719 Barbara Hayden/BAH '4� <��-- ACORD 25(2010105) (D I gI I)ACORD CORPORATION. All rights reserved. INS025(21)I0051.01 The ACORO name and logo are registered marks of ACORD J Ttw C gFror"'oo,Wealth t?'HassacltttserU 'Cifis, I 337etnl, S U11e 100 3ostom., M.4 ()2"14-201 wyl;W.Mass,-01111dia [19 Bin (TiUrDVOTH THE PFRiiHTAl ,C 1l 11MR11', N an-'Q Trinity Solar Adcira.i: 2211 Allenwood Rd. CA,,y/StatC/Zjp: Wall, NJ 07719 732-780-3779 xte you an employer"0"ch the appnrpri.ty i... Type of project(required): 1 Z I am e vMPJeYCT with 300 ernienytes[hall anomi,FITZ-MMC I T [] New construction 2.C]i air a sole proprietor or partarem1hip and have no employees working for me in 8- C] Remodeling any crpacity (No workers comp,msenorce required.1 9, El Demolition ©I am a homeowner-doing all work myself Ncvonkers comp insurance required.1 10 C] Building addition 4 C1 I am!.hirratervoceir and will be hii-itic correacacis to cioiductall won,on my property I will ciratire that all Contractors eare,have workers"rompe...ficnare.ranee or art sole I I F7,11 Electrical repairs or additions proprietors with no employees 12.0 Plumbing repairs or additions 5.M f am a general contractor and I have hired the sub-contractors listed on the ittelchcel sheet. [3.[:]Roof repairs These 3ule,cinoticniera have employees and have workers'comp insurance: 14.C]Other 11 r-1 We are a corporation and in officers have exercised their tight of exemption per MUL c I i,,ii 1(4),and we have no emplovees [No workers'comp.mrsuratin,,retinared.1 "An) appiranit that checks box s I must also till out the section below showng their workers'compensation policy information- 'Homeowners who submit this afflidavit indicating they arardoing ail work and their hire ont.,de contractors must submit a new all-idlivit indicating iuch ;Contr.m,,that check this box nust anchud an additional sheer showing the name of the and state whetheror ant thane entities have employees. if the sub-commactors have employees,they must provide their workers'comp.policy mamba. I am an employer that is providing workers'compensation insurancefigr my employees. Below is the policy and job site information. Insurance Company Name: T77 Di4m&r,4a7an1-y Policy 0 it Self-ins.Lic,9- E w6 CC&o/, Expiration Date: //L Job Site Address:—q 5�, City/State/Zip:Irz/P"Y), 1v14 o I q-7b Attach a copy of the workers'compensation policy declaration page(showing the policy number add expiration date). Failure to secure coverage as required under NIGL c. I i2,§25A is a criminal violation punishable by a fine up to S t,500.00 Md/017 one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.04)a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby 7cwW y under the pains"enuddes ofperjury that the information provided above is true and correct. Signatu Date, L7A I(t T— Phone�4�: Official use only. Do not write in this area, to be ctnoltilted by city or tannn off icial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2, Suillitfing Department J. City/Tawin Clerk. 4- Eirecrical Inspector 5-Pfumbift$ Inspector 6.Other Contort person: Phone 4: ilci lw er aiti. Busail Css R �:.'ivn aT .�:GS•:G��--. SS<t_,:�s�. ,egisl(ation 170355 Type: Corpolaticr FXDwatioC 10;12/20-i5 TT* ,449E-5 LK8OIvdC1C � :Z: l� ;,.1, ?'pdaie Aijd.rzss and r!w n can. Mark 1-trio::;br c"iang= — Address Renewai Employment '"— y.ost Caad Office of Consumer.Affairs& Business Regulation License or registration valid for individul use only ` ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: glStratian! 17035E Type: OiTce of Consumer Affairs and Business Regulation xplration t0l1212i)15 Corparalion 10 Park Plaza-Suite 5170 11 _ Boston,MA 02116 TRINITY HEATING&AIR,MC. TOM TERSON _ c / 20 PATTERSON BROOK REYP:D U 4 ��p INAREHAM, MA 02576 Undersecrtiary Not valid without signature us nos'." Ra.g�.,i!i:i....�e `Ltf it :(:r'issf dt:.i. 'I_ '.i'tio: .r :; ; i5,ac �aL% Reglslretion I iC355 Type SUrpOeMC--nl Cerd G P E G G LACASSE 1 _ Update AddresE and return Card. Mark reason for change. Address r_; Renewa[ [7,, Empinyiment Loss Card tFice of Car umer Aftaur$& Business Aegulztiaa y License or registration valid for iodividui use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation iatratlan: 17C955 Type: 16 Park 1'lara-Suiie 5176 Ezpiratian: 10f12f2C15 Supplement Card Boston,MA 62116 TRINITY HEATING 8 AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROAD U � -- - (1lleSf WAREHAM, NIA 02575 Undersecretary o valid w as _cense CS403631 a GREGG LACASSE ,. +, 14 PINE ISLAND RD. _p MATTAPOISETT MA. .01 EApiration "'mmssioner 08130l2017 Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President September 10,2015 Salem Building Dept. Salem,MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: 1 hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x6 at 24" o.c.with 9'span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters with a 2x6 using(2)10d nails V o.c. Use of(2) Guard DogTm FMGDO02 screws is approved, or equal shear strength of approx. 120 lb, 1' o.c.at areas where little space is available only with remainder of member secured with (2)10d nails V o.c. If do not sister, then install a 2x4 @ 24"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 8'-5". 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 David Ruelle,9 Granite Street,Salem, Massachusetts This installation design is in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/IRC 2009, 2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5/16"x 31/2" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 318-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the Flange nuts. Very truly yours, Or n.1ti`cq Optimize Engineer' g C ., LLGa y� � r - K,cr+.aao e. m Richard B.G , P.E. o eo'+ooN Massachusetts P.E. Lice se No.49993 49911 C'3p. G CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING `ona 17 �1 K f AIR INSTALLATION OF NEW ROOF MOUNTED GRANITE 5TO ,i� ,+r1 Lly,,, 7.28kW PV SYSTEM l " 9 GRANITE ST SALEM, MA 01970 IS' \A ISsued I Rev si0ne 40VICINITY MAP SITE "° uNIPMD D.TE 4 SCALE'.NTS PCMjBBt Ti9e:GE RUELLE,DAVID LRImTIS1R1 IDI161U1 PI AtlOtCeS: 9 GRAN ITE- SfLLEM,MA 01970 x[aµ DBxEaALNOTENADS.DBBED BCNAAALRHRARCRTAAA. MMNEvWCHBCcA I1 SHEET INDEX Drdwin riuD: THE InET.wpIIH CONTRAeroR IS 6 THE wMalADE FROM rHEPANEV IS 1. m clmoeNT PRBN,vPnnlmLrr, BB .IIINCTIONBO% PV-1 COVER SHEET W/SITE INFO$NOTES PF6PO4BLE FOR INBIuuxO ALL uw 6PRESTRAl THEM cOMFAxYSPECIFICATIOx9, NON! IIN]V6nxO ONTO FARMILE FWIPHPNT AX aLamNO ALL OIECON�4CT ENMLOEFlE ANDD11a DC STANDARDS.AND a9DAREMENn UYonAMPENE PV-2 ROOF PLAN W/MODULE LOCATIONS PgOPO5E0],lBkW -T ULTUR. 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NT Cl Llnry VAL SS S FOP.1DIE IMY - -----•--- -- :A "I'm �EYJGTINGflARER LMMfIpVLE55HALL NOT EMCEED PEAK HEIGHT, / \� V NOCVP,IOLL (a TTARACTTARAC�ME� xOxryuruySi5 fOP5FecSulo Tpy MOOULEARACHMENT ON ASPHPLT SMNGLE ROOF THEGHT FROMCRnUND EVEL TO PEAK OF ROOF sc..Flx pLGT1�ALMMMAIllIPIOFN...0 5rvY11oscHE scuE xoT rosc.LF Isxuen/RevislonR FRONT xo. p—,., t*IBe',oEccel«nory RUFILE,DAVID / PINIttA[ST IS61..3 PTa ORAELID}B Af f{fa iE 11T Ip�ht�P m' Ta i hf r 1 L > la'ti.A ''ftS!'I DC �� � �- 9GRANITE ST �T pR f NT Mil. SALEM,MA 019J0 uo D nr L Ti a �-FYI- IM1I 1 77, Tln¢ �t H PROPOSED).28M t NIRAN{ F '1 SOLAR SYSTEM � NET x F R w t) i kT o l l Iolma(on �� IIp � of ,e BaolPlF rl mile slr }(Dm Inblmamn OI� Rr^w dl& m's. (rtrL. T$Lw MLxun4T di LTVPE SVXNOV. Io.Esl BACK 1.1,,PAAN,WPIc1BUArns(mnN.LIaFINRlF.T..is)'xccwMx T11E j- TINLONTWI WI1fiIFN7SIU BEPAIx xMTHVINIUVMNEIM3RP NP,, Rev.NO. ShLI1 31^ L UTIONSME, PRDMLUIEAxDREp lI 'FLDVERIFUAON. aJ ROOFTOP SOLAR INSTALLATION ONLY PVARRAY WILL NOT EMEND BEYOND THE E8 nNO BUILDING ENVELOPE nq E"Y�/ ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EOUIPMENT SCHEDULE r1 r V ® ^P.TUIIR.1 FSIGNnON.PEFEPIO MOIP.ITE9 XEw VT411v p4tiTAHxEGT14BE MENw* ODOR ivwV.L lUi Dxu.uWL MPnC DTv SPEC• omrt[RrtcxP�P. }Bl 9GIEDULE FOP MORE INFOPM.LpN LID IxSiPLLEDOUTSIDE © .N}2yfOC 5PE[SAXp pEi.Ltg }R TWXAl.RSFLPMPDP5.091 ,��I IwPA.TE;xeW rvC"RM`DIrtEAIPO..MA(: 1vMCAL(REFEX TOTHFMFOU o.lul � _ IryI GIEIMR-lupuETERLOGTI.. IOICnTF RMELS TWIT USE MORO INVRITEPL. �O['LT)MNIeM INEIFIAIXNXAIAL 1 ,roou¢uNTPnoBx z .. 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I.)LON4T EXPECTED AMBIENT TEMPERATURE BASED CN FASTXO jj1MNO CABILLEE ' 1 A91RAE NINIMUM MEAN EXTREME DRY WILD I20/Z40V EMI 240V 1• � I TEMPERATURE FOR AENRAE LOGTp1 MOST SLMIA R TO U/UrY M 2WA MAN BI£AKEA 9 GRANITE ST HSTALLATM LIILARCE, LVNCSI EXPECTED AMBIENT M. SWA BUSBM SALEI SEA 01970 IFEWER--16CIf ].)NIpEST CONTINUOUS AMBIENT TEMPERATURE BASED LLL ON A41R>E HIGHEST MCMX ZS DRY BULB �I DIdWiX Title: 1EMPERATTRE FOR ABLIE E LOBAR.MOST S NOR 1O AS 1 LMKABLF 6M XS AULATW LOCATION. HERBERT CWTHUWS RAN. 1 05P'NNEtT NSCD N/WAFS � PROPOSED].EBkW S REVERSE,W/MAIN WA UXNSCO PROpIICTpA SONAR SYSTEM 1)ZO]5 AGIRRE FUNDAMENTALS BID BROACH tt B ROACH j BREAKER H1EN DISLCIIXCCT MEIFA TEMPERARTPES 00 NOT EXCEED HT:IN THE ON= 2<py P SW �--d INVESTOR RE! D STATES UP.RANGES.CA IS N.TV). FEW TEA MAR 'I 14 `J STRATA INf.NYMXOF __ a 0 a azms 8 aNNENT-GARRYRIG CONDUCTORS w A nel '^_l L_l µD wm IT -MOUNTED 9THE CONDUIT LAT ESSM TI 0.5'ABOVE ___ xX gl IA R�ANO USING THE OUIOWR OE4GN IENPDILNRE �� e M ✓S O ff x OF 47C ON LESS(ALL OF ENTIRE STATES), 'BESET_ SEG Av, -r SOUSED SQUARE O eaanae 1 ` ' I.TA 4 PNOTDYO..TOO POWER SYSTEMS SNALL BE - --_ �- - G B B E L 1 Pk DED TO OPERATE MTH UNGROUNDED f--- ___- •••••• mm mm GMm mrOlme4nnl .ED...SSNc SCONCE AND WTPOT nXwR As PFA i T 11DE51n SINE. ),xPtW n)ALL...SS CENTER MNN BRE ONE LOAD 1 JI __ __-J TD➢JAIIIIIElLVM, II S.)ALL I RADEnT INSTALLED WNOpR SMALL XAYF -L NSSTE1x ED CH .ONE TONS PN. D323N PIN DRS'N ________� R A X 3 flATXG. IXSlAL1ID WI MNN fFIDFRS IOD"OCKBx'. ION EC 690.G4 =A—.": cplU 5 OURNANDEPED DONUGTOONS FOR CURRENT CARRYING RE F(1 RED PRETTY PER$TRIXO OEPLIY EF SUREBUFFEDREBUFFEDCW W NXE (NEC650.e(e)Eu) (1sD"Iss)1-le.]BA AM f,O CERATEO AMPACITY TAPA (M 76T LRL : SSE,TEMP OCRATND FACTOR .78 ZW TSS 66Z DO�SG91 gTxµxiGF[IOFnSXUGGAOYx RACEWAY OERARXG-4 LCC 0.80 ROU.NO. 9M1i1^1 Imp 24.32A L I8.75A,N40EFOAE N1RC SIZE IS VALID 9mo 6 TOTAL.AC REQUIRED CONDUCTOR AMPAntt 15,001-3L25A slo Xm wl x.w J ATM:/H DER TED AMPACItt VI"Dnw/ulpnlwx;�plOnlwXx4wL n0 X AMBIENT TEMP: SGCS TEMP DERATNC 1.0 1DVATEARI-5ESSFAI RAUWAY D55ATN6 3 LCC: N/A OC 11 fort w/aplTEI1410O wIax!AOuxp ® 551. .SSA J _ SSA:SL.Z5q THEREFORE AC WIRE NAL IS VALID 3/e'[nnw/xaixwni.SaTO AG (/ CALCULATION FORPVOVERCURREXTIRORCTSOX SK �w/Ae eAREf -B so _` TOTALIN BG. WRRENi: Si WA cIw/HETxwxxals V iM-MDE >40A O\ERQIfl0.EHi PROTECTION R VAOO IIrII.xn.P,vy D::1v II I Y Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President September 10,2015 Salem Building Dept. Salem,MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x6 at 24"o.c.with 9' span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters with a 2x6 using(2)10d nails V o.c. Use of(2) Guard DogTm FMGDO02 screws is approved,or equal shear strength of approx. 120 lb, V o.c.at areas where little space is available only with remainder of member secured with (2)10d nails V o.c. If do not sister,then install a 2x4 @ 24"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to V-5". 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 David Ruelle. 9 Granite Street, Salem, Massachusetts This installation design is in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes, and ordinances,and specifically, International Residential Code/IRC 2009, 2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5116"x 3'/z' length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 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, `Z0 OF M'qS Optimize En ineering LL 02�� sIo R!C HARD 8. N Richard B.Gg P.E. O coRDo.N U VGC HANICAL to Massachusetts P.E. Lice se No.49993 No.asey's ,rER�ID CIVIL,MECHANICAL,&ELECTRICAL ENGINEERING u'SIONAL E'G �I_I`j1{{ I-' INSTALLATION OF NEW ROOF MOUNTED GRANITE ST! 7.28kW PV SYSTEM 9 GRANITE ST SALEM, MA 01970 s b4 Ict+IBtl,RCYiNIXnP VICINITY MAP SITE x CEBERIPTG VAIE sCAEE,NITS P,DIaCtrlua: RUELL sDAVID 1PINVY AUDIT]O1i61«3 Pry CRAtltlIC¢¢: 9 GRANITE ST SALENr,MA D19)0 I ERuxxM:: UPPENT, CIE. LANE AmRCOSICA CNACCRCIAD SHEETINDEX N '"'CH'— PV-1 COVER SHEET WI SITE INFO$NOTES Drdwm rub: INS IXONTAWiER t:OER-AnAL 9. mECCvpinENTAT TiEEPAxEWIi +A. Bl CURRE 4CMx IN0V4 D CAMEEP WLB RBP rvNTANDSIxBTAwxmLL AARAYg TENCLAT BEAN STANDARDS ➢I"AN COF LTAMPERE PROPOSED].ZBYW EpInPMENTANOroLLwnND ALL DISCONNECT ENCLOSURE AND IIIE oo Ix,P.w,AxLPCouIPEME„rE PV-2 ROOF PLAN W/MODULE LOCATIONS DERECAPARSTETRp TRAPPE ERMINAI9ofmEw.RnER CARD + ITT.B1OFPLAN¢HAVEBEEN WLpLVA^ SOLAR SYSTEM CaCIPAS O IN THE CBS...PROMISE AAO DAYLIGHT mJRs.ALL PEREAR Ed FOR THE PJNPOLE OF RODEO,FELT PV-3 ELECTRICAL 3 LINE DIAGRAM ei ER PIECE LED FPOM TRINITY, WwG ON OR INVOLVED WITH THE MUNICIPAL AFEPOL'LLL FEWER,ACE AIx OPL4i BPFPXER wxEOTILwe"ux%DlAEAA' .rs wITwavAksRareM avEwARNED v P s LE ° DreWln InrOrmanOO <I EIRUT POµ` THE SOAR HE.AHEM NOTBEAS CONSTRAEFEEN OF uHd¢T..FRUIT i.EO TRIETT ANN FOLLO".ALL E EARPHONES UNTIL RECANAII INOCATE MU` N WpAY THANNER 4�MDdR-Ilk NITINs +:TI—snV AL W+bW PoxiAWEO ISSEAL O CONSTRUCTION'. UNITE 'UNLITUR HATUA ALL PORTIONS A ALL INFERNAL EARL P. 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P" xsm n: Irnr,zas W PNOTOKITAIC PoNER$..a SX A.BE __ y G p p C �,�r--J P T1ED TO OPERATE YnM UHCRIXMDED y1 CFNIERGMA llllE 1� V �P N o PNW D 00••eX y L 00 -00' 1 GnAtMsuFSETGc°UxrOnI THw16DDM5F6 N OREVOL C SOURCE AND W1PUl CWWR AS PER NLN NECE)SIN 5 STYAD `JJ A„EDUIPYEIiT IHSIALI[D WIOOpR SHALL XAYE INSTALUED W MAIN FEMER$ A X 3 GADNG. XE<690.fi< CALCULATIONS FOR CURB ENT CARRYING CONGMaofls LRL'MRI+N. NEWIA COWNCROP WPACNY PER STRING LIYOE $UXNWP [NECfisen(N)Ip) (15.OB-1.25)1-IB.TSA A.00,[CRATED ANPAGGY GTIOM MIBIFNi 1ENP: Si TEMP OERATHD FACigt.lB IUIX OjplTsu56pvU05 Nl ffiTxwNx GF<t0[MSIIV64vWN RACEWAY DENATNO CCC: 0..00 Rev.N0. SIIv'C1 (q•.TB)0.80•24.3IA r� 14.32A L IB.J50.111piEFgtF MRE SIZF IS VALID r TOTAL AC REQUIRED CONSUME!AMPACItt IK B l 1 25.mA-1.25•J1.25A I"nnv.,/1"e XD�H DER AM AMPAOTY lle'nA W/4i ln'A.1 rsffi INW2eI Nowrtxcxou MIBIbIT TEMP: ]0CS TEMP DERATNC 1.0 vsNT SE�VN"VS RACENAY c£flA1MG JCL[ N/A / Lnw/Armlxwrr.Ti I-E Mi•55A Mr. 11'A_SLEE4 TAEPERCES AC ATRRE SO I5 VALD vm Ise IauIF 3XAa /}-INE.4Pa KAREla.NP—Tx.ICTr3Blxwwi 1.6 / NI CALcu G YERCUPPEnT v9onmox DN CLENCEN, : 2100A va sae Ima, 2. 3/n RS.WA-1.25.31.25A - 40A "rucw/Nzluwrn.r.sa mwA 31INmuvulxn�e B OL£IiNRRENT PROTECTOR 3 VALID ImB..cAn�em -._ .s� I 0 The SnapNrack line of solar mounting solutions is designed to reduce total A installation costs. The system's technical innovations have been proven to drive + _ down costs and improve installation ,rfz .. ' quality on more than 350 MW of solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic(PV) 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.Systelll In 4 Sim' pie:Steps: electrical continuity,eliminating the need for additional 1) Go to the online Series 100 Configuration 9 rounding hardware.The System's components provide Tool(configure.snapnrack.com)and select an adequate bonding path which has eliminated the -"Yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 2)Identify Site Conditions(Array Tilt,Building Certification ensures that SnapNrack partners can Height„Roof Type,Wind and Snow Loads) provide the best in class installations in quality,safety, 3)Build array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4)Place order with your distributor.Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers required Proprietary SnapNrack grounding lug snaps in the rail channel.no drilling of rail or reaching for other tools required(One Lug per individual row of modules) U PaLenL Pendinq LISTED PV Mounting System 2703 L. s EOII w Ih Sla tim,,Steel 5 PNra[k 6ondlrg SnapNra k StanddA Rail Wa ha Belt w th SG1+e+l t 5PI c Imetl I ork Wa5 ON a[k rOnC 00 SnaPNld(k Adl I i l E d Snap N,,k I Splice t"e+sr, .,,•4 �.d. tl n,<n r F J+ pM 6 CIB np - BTso p( Y SnaPNrack X ,aplvracN bona un a Y+xckP Bprdlnn Adiralable End 5lainless ` f:h.fnv+INdt Cl—"edtvn Bonding - samess Hardware With bolt wnh Channel Nul SpIM-Lock WdSherS Spin Lock SnapNmek El Snaptlrack Bpndln9 SnapNreek Eondln9 Washer Adjustable Endd Clamp Mid Clamp Standard Mall Spite& SnaONrd[k Ground Lag 10-E AWG- cooper Wire ' v r SnapN rack OrmmdLUB Assem' (ONEREOUIREDE ROW OF MOXILES) _ -SnapNra k Banding Uowereal v End Clamp(UEC7 Wave -UEC pull SbaP —VEC Wedpa StaiWith Flat Wastfth e, yAih FNt Warner SnapNrack Bonding Universal End Clamp SnapNra"' - BOndlnp Standoft clamp Assembly SnapNracs; Sanated Slalnhss -0 '-SnpWack ,- SnaPNrack BorMing Rdtibet Steel Flange Nut Banding Channel Nul Rain Calla, Channel Stainless' salla1�5lainless- Nut i Flange Nul Steel Range Bag Snaplwada g� SWIM S. Snapw.ok gl Dgree flange MITI Flnlsh L Foot Bolt St mdnN ' SnaPNrack SnapNracM All purpose MITI Finish L Foot Standoff Base(mot. `Jr�3j/, SrepNrark SnaPNrack Base Shown) fn Y✓ SMCP�a `-L Foal, Basel Roof Mpl Flnlsk Base Assembly L Fool Base Flashng SmpNraek Bending Snaphi kBonding Road Base Natal Roo(ngLwRh Standoff Assembly L Fom:Base With INS [no Bonding L Feet SnapNrack.Series 100 UL Technical • . 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) SnapN rack- �c;al (877) 732-2860 w+A+w.SnapNrack.com NOTES: �910N: -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 SNAPNRACI( - THE FOLLOWING: AND TIGHTEN NUT - COMPOSITION L FOOT -SILVER S.S.10-16 FT-LBS CAN BE MOUNTED IN .- S.S.FLANGE NUT BLACK S.S.7 9 FT LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION OF AILS CAN MOUNT TO E VS EITHER SIDE) L FOOT BASE AND UNDER ROW X 1" OR 1.25'1 OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT i SPLIT WASHER t ���� �``` '�__ .• `f jw z€�S.S.LAG SCREW S y t� 'Y WITH FIAT WASHER SNAPNRACK j / 2.5"MINIMUM EMBEDMENT STANDARD RAIL �✓ '^-�.` IS STANDARD .` SNAPNRACI(COMPOSIITON-= j.x'� - N +° STEP 1:BOLT L ROOF PLASHING BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASF- / ROOF DECKING TYP. f -ROOF DECKING TYP- FLASHED L FOOT MOUNTING POINT FOR USEON - USE ON COMPOSITION ROOF SURFACES ="� WITH LAW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS COMPLETED INSTALLATION SHOWN IN"SERIES 100 RAIL LEVELING' RAFTER TYP.- ___ 2 M�p VAINSTREMI ENERGY CORP, DESIQIER. GMrPneelae SCALE: DNS FART NUMBER 1OESCRIFTTON: REV II V mch- - - DRAFTER , D" ^. -- ST00 PEN D01 PEN DETAIL 01,FLASHED L FOOT TO C PV liD Be SY81010 B � ..,. - P ROVEO SY, _ RAFTER r -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION' -USE CARE DURING LEVELING SPACER —.SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X J"-18 X 1"LONG -2X 1j"-18 X 1"LONG ROUGHLY CENTERED BETWEEN g -'SETSCREW )I SET SCREW THE TWO PIECES BEING JOINED rn 2.m_>.—r -. 3-O 1; ® STANDARD SERIES 100 A • I©1i ATTACHMENTS FEATURE 3"OF VERTICAL ADJUSTABILTTY ON a ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING I ,t I m I ! SPACERS 10.5 9.5 THE FIRST INCH OF 775 6.S AD]USTABILITY IS I ACCOMPLISHED WITH SLIDING DETAIL A I FEATURES BUILT INTO BOTH L SCALE 5:8 _ FOOT AND STANDOFF CLAMP COMPONENTS _ ..-- RAIL HQGHi=7.5" RAIL HEIGHT=8.5" RAA HEIGHT=9S g RAIL HEIGHT: 10.5' FOR AN ADDITIONAL iN61 OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF T'STANDOFF 7"STANDOFF 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 q ' INCH OF HEIGHT -�I ADJUSTMENT,ADD ANOTHER ! LEVELING SPACER USE OF C d T TWO LEVELING SPACERS NOT 5,4 _ 4.a TO EXCEED 100/6OF 4 P ATTACHMENT POINTS ON i( 34 -" 4A — i L-FEET OR 10"STANDOFFS. =i RAIL HEIGHT=3.4" fABUVE L HEIGHT=4.4" ®g RAIL HEIGHT-5.4' RAIL HEIGHT=6.4" ABOVE ROOF SURFACEROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE LFOOT ELFOOT ONE LFOOT ONE LFOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT MAINSTREAM ENERGY CORP ---DESIGNER BMN"IN . SCALE: DNS 'PMTNUNBER DESCRIPTION' REV DRAFTER. DRM DATE - S100 D06 SERIES 100 RAIL LEVELING F Gyttg= 120113 _ .. APPROVED6Y. __ SNAPNRACK SERIES 300 ON FLASHED L-FEET REVISION: i FLASHED L-FEET ARE OPTIMIZED FOR(ZAC C AND ROBUST INSTALLATION ON STANDARD i COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED SNAPNRACK MODULE ~�-- --•..� ATTACHMENT HARDWARE -SNAPNRACK STANDARD RAIL < �--�_'�--��.�..,�� Aso" � � �j_ �/ /'J• 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-- ; M4 1N 'REAM ENERGY CORP.COftP 'DESIGNER. GMCPOeetm UM�_ SCALE DNS PART NSHi DESCRIPTION: REV �n�nMlp� - SERIES 100 OVERVIEW,ON FLASHED C II II N�7C'mu®V 00 I ow�TEP o rryan -- - 5100 D01 r .@V913 .. aREr 120113 L-FEET PV P9eaao ciD�'u."�°"' ..- :�^ _ .:: ;..: lii FPPRDYEO BY I t, e rr � :rri . rrr • .rrri �. `7 � � � # F } �y+� 4 1 u'wy .,,E ty4 tSy4{ rr, si ip. Mi r'"'u++lCP}rSv ��, 1 �xu j�d u. 0 f t xa.i l { tt Y� t a. .Iyd � �f h""�• '�.n 2} iE !-j�yTt . Jy ��.,,R"krt� 5,���-d� �' ",��` �tY"r� Y',.�^ ��� t` k2:+ � n °r_}• fy t 4 �iJf+'} ES �. V y �e 4 LiF d m R r, I`•k !� -e M y*�}.1 r v.?S.. 4: .i s o a r Single Phase Inverters for Norlh America C� C, 111 . : i Sr ECOU,U, !1?(01 It SO"COA- lt3:4CUA-U:- 2C I'C P.,",00 put f 18', ;OF 21!?W, AC OOPUI Voltage Phiri,44CF11 rV.B% :11-110 2E4 Vac ou,try 1 1 jm,.,`; It- 01 Max (;uIPUI CUrIC,Al i IA 40V ? Orly IZwnWnM,li1z.dl.S pwwttk,Country Come...ahu, Yn AN!— 1A4W W AIM ANiX) t6w 754DO .. ...... .. Ve 500 Vrk . ..... ... -.... Ydr N.M DC.Input Voka e 3.25 1.3510,LD 2,wiry 208v la 23.5 33 208V 1 35 ADC Max loput Current" 17 40.24Mt 30.S..P 240V Man Input Shprt OrtWt Curtent 30 4iAdr GMund-FaUlt Istolaim Detection blMloseroft,MY 97.7 k.2 96t3 3. 4� 98 9 1 a .98 97 e;tmv 9's i 97 IS CD W8V CEC welghtad ffficlanoy 976 92 97.% 97-S 97.5 @ 2� on n A 4 rip t'b*.*t,P, "r. WM*. ......fi� L5 ADD1710MALFEATURES 19485,R5232,Ethernet,ZlgBee foptional) Grid Connection Standards ......lVEE1.54.i Emissions BrmctasSB 314 Writ m 19-3 AWG DC i.p.t Conduit 4 of wift, 1/4'minrivm 11-2 drings/14 6 AWG AWG fan3/4".lnlrrr.�/1-2,tln&&/2A-GkVVG ..I U w menslons th AC/DC Safety 30.5 a125 17 I 30.S x1tSz75/ f 30.$x 1 Z.5 c 115/775 315%25U SMt.F.h.(N.vyvc?. Yyelghy-Ah 51pq W�Iiv 5��!�O S.L.2!2A.2.., 5C7 RB.414.D.1 k,. C.lh& Natural Conveclion rophrldl.bll.l. Noise • 115 W YBA .Min,-Max.Dperahng.Temperature 'F 13 to r 14D I-2s to.69 J� uW N �, -40 to*601 Range pwto'drr.R.1wg N E M A 3 R PAGE 51 GREAVES POWER DISTRIBUTION CU9AL BUG•BITES al SP 90'c Insulation Piercing Connectors %s.:/ Eliminates need for conductor insulation stripping TED No taping required after installation ,- ti i...l For copper to copper,copper to aluminum,or aluminum to aluminum applications ' 7 For use on insulated conductor only IPC SERIES NAED CATALOG WI E RANGE TOROUE CTN —EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOLTS FT{B5 _CITY_ WEIGHT50s) UNIT C ' 13110 IPC 1002 110.6 2-a 360 I 16 12 2.63 CTN 13107 'IPC 4006 aD-4 6-14 fee I 13 12 1.90 CTN 13106 9PC 4020 eM,-2 1/0-6 Sao I 25 12 4.a6 CTN 13109 'IPC 2640 LL 250-1 4/0•6 600 1 3C 6 4.17 CTN 13113 7PC 35" SW-41C 410.10 sea 1 25 6 417 CTN .11i • 13114 IPC 3555 Z50-410 35C-410 3c0 2 25 6 7.63 GTH 13116 TIPC W12 500-230 10-12 300 1 25 4 2.85 CTN 13104 -IPC 5025 sea-250 250-4 60 1 55 4 4.06 CTN 13105 1PC 5050 500-300 50D-250 600 1 75 1 2A4 FA CAUTION 13106 WC 7550 750-50o NO.350 600 1 75 1 2.62 EA Use Bug'Bltes On - 'B00 Volts,aslsn04 300 Vohs(foi 480V Gmunded Y systems) insulated cable only! t Nol GSA wrllfed Do not Install on bare cable. Dual-Rated GUTTER TAP CONNECTORS SP Cl High strength aluminum alloy6061-T6,tin-plated USTED 600V 900C Lay-in designed main Conductor remains continuous Tap parallel or perpendicular to main m GP SERIES _ NASD CATALOG CONDUCTOR RANGE APPROX.DIMENSIDNS Ill CTN EST.SNIPPING_ / NUMBER NUMBER _MAIN TAP H W L CITY WEIGHT(ns) UNIT 13117 GP2' �2-12 4-12SOL ITS We 1^L. —24 1.43 CTN 13118 GP10 1M-2 1N.12 SOL 1 3N 1'7. 12 1.19 CTN r 1311E GP 259 250-110 250-6 1'M1. I 2'1a 12 254 CTN 13121 GP350 35D-41D 350.6 191, 1'l, 2171. 6 2]5 CTN porcopper-to-copper, 13122 GP Soo son-35D 530.2 1.1. 1-1, 3Y. 5 3.10 CTN 13123 Gle750 750-NO 500.2 2 1'l. 3-1. 3 2.6 CTN Copper-to-aluminum, 'GP2 has sIP6ed..re.. W ^-- J— - aluminum-to-aluminum O.Ue-hrilbilor N recommended for added mnosion Prota511on. 600V 91 Snap-on insulating Covers for use with GP connectors For indoor use only G_PC SERIES _ NAED CATALOG FOR UBE WITH APPROX. IM DENs1ONS(IN) I CTN EST.SHIPPING y1 NUMBER NUMBER CONNECTOR COLOR N W� L OWWEIGHT(lbs) UNIT .0\ 1319T OPC3 GP2 IVELL0IV 1v,. 12 040 CTN 13138 GPG 1D GPIlD GRAY 1' 2U „ 0,36 CTN 13140 OPO Z50 Gp25a I RED v' l. 3�. - 01 40 CTN 13141 all GPJSD yELLOty 3A2 CTN 1pp 1 i 13142 GPC 500 GP500 BLUE �-: -'L '�. 0.46 CTN �--- ��tq-f ---%� 131N GPC 750 GP750 ORANGE I, J a'l� -, D.65 ,CTNY W N•W,U rea V e s-II Sa.LO m 11 Heritage Park,Clinton,CT 06413•Phone 850-664-4505-Fa.860-664-4546 TOLL.FREE 1-600-243.1130(Outside CT) Mono Multi Solutions r,.a ,"N" THE UNIVERSAL SOLUTION 153� MAX'EFhCIkNCY Module can bear snow loads up to 5400Pa and 2'50W wind loads up to 240OPo MAX'POWER'OUTPUT J Guaranteed power output 10 YEAR 3% 0-+3% PRODUCT WARRANTY may.; High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR- LINEAR POWER WARRANTY �, J li�dependenlly certified by international certification bodies r o r , m rz. ,n,oi�ern Manufaclured o� ording to International Ounlily and Enyrronrnenl ManagemPnl system Stondarcii ISO4001 IS014DOI Como F,'rn;n.o.�ti n—n e'�a-� rr 41w�, r .r' r.c:.cihetic; r y jij t#r•4 LINEAR PERFORMANCE WARRANTY Y TSM- PC05.08 / TSM-PA1)5,M . HE i.i!IVERS�+i SCLU (i0i i DIM ENV ON S Of PV MODULE 15M-FC/PA 03.0l �111na2` KFf IFI(uuzl0.rg+IC !(d c rJ r*'.eo: , _ 9n+v _ FevY vc.—Wo0!-Pw+IWpl 230 TS 14l 343 130 \ate _ �B Pwcv„cclpol la+rncee-P,u.IR) 0/+3 W+3 0N3 W3 0/+3 r 1'c.m ecncEe V.,IV: 49.E 301 T 4 mcNm,m Fm.�.Cmen4 Iw.IAI 212 7,01 ]89 a.98 A20 ""' Cpen Cl¢dl`ie6c5e Vc<Iv; D.0 37.1 3L3 27.3 3J.6 y SM1crI CucWl C-IOM1-1(A: fi9E 8.31 897 YA% ENO 1 Mcdele[IM1ci�ncy qm A) HI 16r 14.7 i.0 IS3 t E - k 'Jcl<a:el:r<nticre le:l Centi4m+liC llil.Ier+4Anf.a.Im.l:m.ce lfCCW/T�.CPX Iem[lleniRi,'C; 3. FlEC1pIUlDA7A 4R N0C1 15M.230 TIM•135 ISM•240 TSM 24 ISM-250 TCIPa650B PC/PA0506 PCRAOSM FCIFAOS O6 PC/PAA5.0LE - MN%Inm PbMw nJ 16H 1r IX 116 ;63 Mm0 .FYMr6rvaPvgelvl 211 27A 9.7 MILE 171 -- wr MRkm0m P.Cunenl(n; 6@ 6.M 6.3Y 6.41 6.e2 v Afamm IfYR Open clmul1 Ve11p9e WE 33.9 3" :.1 30 366 SMri 0reult Cunenl JA) &a 6.70 A75 6.63 1.20 �Bcck v6w NOCI.L-O, ce al R09WW.."WON lmmmlwa WV 1YY!d 3pw IMA MECHANICAL DATA E 1J" fl& SOlacelk MUHICTstalllna 156•I56mm(61rKHeN E 9 1��( Cellarisnto H6n 40 mlls(6.R01 �P��-� MOOvle Amenlan 1650.992 w 4Dmm IM-95139.05.1-51lnchm) •-A WeIpM 19.5ky 143.0 a) Gl.0 Nigh komp mnq nW DlpOOa2 m(0-131nchnN PmIM An?4FT."olumbWm ploy - LmY i6S10100 1-V CIJRVFS OR a\'.NOOME ISM 220 PC IPA OS.RR CebW/Cannecbr IDEH..ID9.4 In —J.EA CgU101Amm�'lliA0611! 1009mmi39.41nd,Rel.Mg! 5 6> 1EMPERATURERAIINGS MAXIMUMRAIINGS 4+ NamlmlOpsvfl!g RY 46-C(tYCI 0FNWOOelTempemlum -ID-•BS'C O 3, Matlmum Snbm I(K3OWDqjEcW uu L-_m^' iemV:+WueCrlR-ivenlai P.�a -0.4M'C VDHaie 60]V 0."', 1+ IAmpcvolvr-a Cap,figent-t Vaa -0.32K"C MoaipinFuea Ro Hlq CIA 0• \ letup>ahxe c.eAWIM pl lc DJPI R C J•' IY W W W vmnD:Ivl '91A9:<ANIT �.—_ •..-^.• 25,v..F»::rr a:"�!n.:++cc.•.>nOnIJ -eBnilCa Va AC<ACNG[O,yrlGk°<VJY.. _..• y CC Vt v vv caY >^ .. aa i—i-1 11. a,n 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 18, 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 2x10 at 16"o.c.with 13' 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 John Hentosh, 1 Beach Avenue,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 [CC 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'/2' length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow,under the modules to cool them more.Slide the"-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard B. G efr4dd P.E. Massachusetts P.E. Lic nse No.49993 of MASS., MECHANICAL ENGINEERING N cy CIVIL ENGINEERING �v Gs ELECTRICAL ENGINEERING J �'ENO.a�99d O W P4 REGISTP U �O�ESSIGNP�� 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 18, 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 2x10 at 16" o.c.with 13'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 John Hentosh, 1 Beach Avenue,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 5116"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile,more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 3,8-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard B.Gofde4YP.E. Massachusetts P.E. Lice se No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING ELECTRICAL ENGINEERING �N pF MA ssgc �P yL C �,C.NARON s O i%«H 49yo9 cS510NP� rYW