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16 PLEASANT ST - BUILDING INSPECTION The Commomaealth of Massachusetts RECEIV 0 r,l;A )ia Board of Building Regulations and StandardsjNSpECTIONAL ScR t P Massachusetts State BuildingCode,780 CMR SAI,EM is ,(2gvi�cc6eld�rrZ01! L Building Permit Application To Construct, Repair, Renovate (Iffin"GIV One-or Two-Family Dwelling This Section For Official Use Orly Building Permit Number: Date Apped: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 16 Pleasant St. I.la Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zonine District Proposed Use Lot Area(sit ft) Fron Inge(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 a 40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Gone: Outside Flood Zone? Public❑ Private❑ Check if yes❑ Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHW 2.1 Owner'of Record: Joseph Schork Salem, MA 01970 Name(Print) City_State,,ZIP 16 Pleasant St.Apt.2 (978)740-0064 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 S Specit},: Solar Brief Description of Proposed Work'`: Install 3.64kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height. 14 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item - Estimated Costs: Official Use Only (Labor and Materials) 1. Buildine_ $ 1,750.00 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ 23,250.00 ❑ Standard City/Town Application Fee ❑Total Project Cost"(Item 6)x multiplier x 1. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical ('Fire $ Su ression Total Al]Fees: $ Check No. Check Amount Cash Amount: 6. Total Project Cost: $ 25,000.00 0 Paid in Full 0 Outstanding Balance Due: SECTIONS: CONSTRUCTION SERVICES 5.1 Constmetion Supervisor Liccnse(CSL) 103631 8/30/15 Gregg LaCasse License Number Expiration Date Nance ofCSL Holder ' List CSL hype(see below) U 20 Patterson Brook Rd.Unit 10 No.and Street Type Description U Unrestricted(Buildings s up to 35,000 cu.R) W.Wareham, MA 02576 R Restricted 1&2 Fmnily Dwelling Ci v!Town,State,71P M Masonry_ RC Roofinv Covering W S Window and Siding SF Solid Fuel Bunting Appliances (508)291-0007 I 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 Citvn own, 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 ..........1( 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. 8/18115 Print Owner's Nmne(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 8/18115 Print(toner's or Authorized Agents Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Elome Improvement Contractor(FLIC) Program),will not have access to the arbitration program or guaranty fund under M.G.C..c. 142A. Other important information on the HIC Program can be fotmd at vvtivw.mass.«ov/oca Information on the Construction Supervisor License can be found at ww v.mass_cov/dps Z. When substantial work is planned,provide the information below: Total floor area (sq. ft.) (including garage,finished basement/inics,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 Joseph Sehork do hereby grant Trinity Solar the right to sign on (nnnen„�tz xnoe) my behalf in all matters regarding the permit applications through the township of for the installation of solar panels and all other (Munkip:dft") related work on my property at 16 Pleasant Street, Apartment 2 Please accept this (SI—,[Add,,,,) document,with hill signature, in place of all application signatures. Furthermore,should.there be any issues or discrepancies with the paperwork, please contact Danielle DeVito at Trinity Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com. Sincerely, 16 Pleasant Street, Apartment 2 Hom t s Sign r Street Address Joseph Schork Salem MA 01970 Print name City,State,Zip Code 978-740-0064 Phone Number �1 k. ® CERTIFICATE OF LIABILITY INSURANCE D0/29AM DD014 �� 10/29/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holtler is an ADDITIONAL INSURED, the policy(ies) must he endorsed. It 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 NAME: Barbara Hayden DITTMAR AGENCY PHONE 732)462-2343 FAX ( INC No:(7323780-8414 78 Court Street AA�r4 RE .bahayden@dittmarinsurance.com - P.Q. BOX 11BO INSURER(S)AFFORDING COVERAGE NAIC9 Freehold NJ 07728 INSURERA:HDI—Gerlin America Insurance INSURED IusuRERe North_River Insurance Com an Trinity Heating 5 Air Inc. , DBA: Trinity Solar INsURERc:Llo d's,_London BPTP Future Holdings LLC INSURERO: _ 2211 Allenwood Road INSURERE: Wall Twp NJ 07719 INSURER F: COVERAGES CERTIFICATE NUMBER:2014-15 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERICD 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.LIM17S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE R POLICY NUMBER MMucr�F M IJCY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000 X CONMERCIAL GENERAL LIABILITY -� - REMISES Eacmrtrence $ SO0,000 A CLAIMS-MADE �OCCUR GGCC000065614 1/1/2014 1/1/2015 NED EXP(Any one Person) $ PERSONAL a ADV INJURY S 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN-L AGGREGATE UMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ 2,000,000 X POLICY PR,— AUTOMOBILE ILIBILRY CAMB,aD SINGLE UNIT11000.000 A X ANYAUTO BODILY IWURY(Par Perron) $ ALL OWNED SCHEDULED rGCC 000065614 1/1/2014 1/1/2015 AUTOS AUTOS BODILY INUURY(Per arti4enU $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTO Per ar n $ Leese/Loan $ UMBRELLA LMB OCCUR LNDI.R13012014 1/1/2016 1/1/2015 EACH OCCURRENCE $ 15,DOO,000 B X EXCESS LIAB B W CLAIMS41ADE AGGREGATE $ 15,000,000 DED RETENTIONS II4DIDR7ID12014 1/1/2019 1/L/2015 UniR.a $ID,000,000 $ $15,000,000 A WORKERS COMPENSATION WC 6TATU- DTH- ANDEMPLDYETL4'LIgBNTY Y/N ANY PROPRIETORNARTNERIIXECUnVE E.L EACH ACCIDENT $ 1 O00 000 OFFICER/MEMBER EXCWDED7 N/A IMaMftw'In NH) 000065614 1/1/2D14 1/1/2015 E.1-DISEASE-EA EMPLOYE $ 1 000 ODO If yea,QesrnDe un4er DESCRIPTION OF OPERATIONS W. E.L.DISEASE-POUCV LIMIT $ 11000,000 C: Errors S Omissions rZAIM0201402 /30/2014 /30/2015 Pe,Occurtenca $2,000,000 Pollution Liability AeDre9ale $2,000,000 DESCRIPTION OF OPERAnGNS I LOCATIONS/VEHICLE$ (AtlacN 0.CORD 1DI,Ad4ltlorel Renarke Scne9ule,d more apace N requiretl) NJ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity Heating S Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road AUTHORIZED REPRESENTATIVE Wall Twp, NJ 07719 Barbara Hayden/BAH ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. 1NSD25(2DI005)01 The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents r; I Congress Street, Suite 100 Boston, MA 02114-2017 www.massgov/dia 11 orkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information -7- Please Print Le ibiv NaM e (Business/Organization/Individual): Address: oCoC/l Af eniameid kd , city,/State/Zip: 6 Lkll &. ,T P7`719 Phone#: 73,7.71M 7-7 Are you an employer?Check the appropriate box: Type of project(required): L[S 1 am a employer with 341d employees(full and/or part-lime).* 7. 0 New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in g, Q Remodeling any capacity.[No workers'camp.insurance required.] 3.E]I am a homeowner doing all work myself[No workers comp insurance required.]? 9. ❑Demolition 4.❑]am nhomcowncr Ind-will behiriug cunuacturs to conduct all work on my property. 1 will 10 Q Building addition ensure that all contractors either have workers'compensation insurance orare sole 1 L®Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.C]I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13.❑Roof repairs These sub-contractors an ontractors have employees d have workers'comp.insurance. 6.F1 We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other 152,§1(4),and we have no employees-[No workers'comp.insurance required-] -Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. .Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 11 Insurance Company Name: !L' /� f�7n� ,", ,+ J Policy#or Self-ins.))Lie.#: [. Vivo, {� q,q t nt,�. Expiration Date: Job SiteAddress:_J�p �I�.�jRn� �j�-, AN—. �C City/State/Zip: , ,l lemil7 Attach a copy of the workers' compensation poli4 declaration page(showing the policy number add 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 certi y under the pains a'n�Jp_en/al/ti�es�ofJ perjury that the information provided above is true and correct. Signature: ,! yx&i a j IJ LL p�J� Date h Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#- Office of Consumer Affairs and Business Regulation _ 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 }Tome Improvement Contractor Registration Registration: 170355 Type: Corporation Expiration: 10/12/2015 Tr# 244966 TRINITY HEATING & AIR; INC. TOM BLUMETTI 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. sca i o, zum-os; [i Address Lj Renewal 0 Employment `- Lost Card P. 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: gistnEtion 110355 Type: Office of Consumer Affairs and Business Regulation xpiration 50f1 015 Corporation 10 Park Pla a-Suite 5170 _ Boston,MA 02116 TRINITY HEATING&AIR IfJC TOM BLUMETTI 20 PATTERSON BROOK ROAO�U ��S"�WAREHAM, MA 02576 Undersecretary 444---�YYY Not valid without signature Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card Expiration: 10/1212015 TRINITY HEATING & AIR. INC. GREGG LACASSE 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 - Update Address and return card.Mark reason for change. _fn. ;_ nr_,4,,., _ E Address J Renewal F—1 Employment E Lost Card � 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: s Office of Consumer Affairs and Business Regulation 11 teglatratlon: 17C355 Type: 10 Park Plaza-Suite 5170 11 Expiration: icito2m Supplement Card - Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROAD U �Sr�WAREHAM, MA 02576 Underseemury o valid wi on ' nature Massachusetts - Department of public Safety Board of Building Regulations and Standards Cuosvuc[mn Supra iu - License: CS W1631 GREGG LACASSF�' 14 PINE ISLAI`IDJiD � i Mattapuisett MA Expiration Commissioner 0813 012 01 5 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 July 27,2015 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 2x4 at 24"o.c.with 10'span(horizontal rafter projection)to knee wall. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister the rafters with a 2x8 using(2)10d nails V o.c. Use of(2)Guard Dog'M FMGDO02 screws is approved,or equal shear strength of approx.120 lb, V o.c.at areas where little space is available only with remainder of member secured with (2)10d nails 1' o.c. If do not sister,then install a 2x4 @ 24"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to V-9". 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 Joseph Schork, 16 Pleasant St.Apt 2,Salem, Massachusetts This installation design will be in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws,codes, and ordinances, and specifically, International Residential Code/ IRC 2009, 2011 NEC, and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 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 M-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard B.Q of do�n­,P.E. , ��jHOF4fj Massachusetts P.E. License No.49993 o 'sue RICHARD B. m p GORDON U NIECHANICAL ti g, NO.49993 rO RFO/STEFt�O �SSIONAL�G\ INSTALLATION OF NEW ROOF MOUNTED PLEASANT STEET• 3.64kW PV SYSTEM 16 PLEASANT STEET APARTMENT 2 'SALEM, MA 01970 I6auntl l Rev:LHE VICINITY MAP AO °11FALGNWLOT EFFELLEFFEELEFFEEFFELL SCALE'.NTS SITE Pmj°°I Tiller A SCHOxNI IOsEPH 1P.D.GT lEIlllsll. Pfo CC.A�J�C6S 16 PLEASnNT STEET APARTMENT 3 SALIM.MA 019'/0 0 6 5 SHEETINDEX p S 5 PV-1 COVER SHEET W/SITE INFO$NOTES orEven rnm: LL " p.o.. "R s °o II NE "S PI ROOF PLAN W/MODULE LOCATIONS Pno°us6N s.6nEw GEND r O ' p NA APF PRE ART.' LF o'..ATT 1.11 PV3 ELECTRICAL 3 LINE DIAGRAM solnx syslcm p 0 p V EL O InlOr I r nrA ma On llzou DIF THE 0 ° OIT FOR I NLONG' v wpx+LR LETe wppeum0.e UONS1WO mn A_ .Tu PIT, FI 'EaONiRAGr °Uc 9v51em lrf°1md00n pu. AI A O PRIOR M=INSTALLATION DEFILE AT I ALIT-,pTOV x FRE pN -A E E opp ps " 11 p m D II "OLL'DN,ATIlFTCNlF.N THE OFF ALL G s o r ?GGE°U 6,aC VLESENNET P CI UP t[CGrrLViFILL, IARFIAIRPI� C.U Ac GREY rRll 6 REAL ELDER 0 OF STTATE ANON 5 S DW O TILL I SttnO3 LINE ENDMITION U 5 AllWIN' REA a LT VE EVNNOVA YT°L P L ULET 'TCr 0Wv0 Ell p 9 O.�ETATPITIDII AS DI �IAEOL R - i l SO "S GiEG DEAL, IRA s 11. 1H w'I G E T ra R. NO. Sm:1I A.F OC 0 0 EIIAOOr 0 p ° " F n L o i A60"EENOELVELOOROR [ L L 6 G. p E b O EGRI TO :VaDE R 1 PV — p FILL PRI.1 FIT, Il O 9r56I0 C TELE ERa>Ax ESM'r U N NATERAL ENTIRE � OxNkrU.V AIG TSS E6N En °�O S 0 D c 6 cE '.a a vn ILL °IF 1 r .'ER s E E N V V E l F 1. F 6E.Rl lnnI ADD RED 111.11TI SQI/1R .ENE'ELIISELD w.. 4O ATAH A RE%sGN Cr14RPCTER Onrery THAN EV e.EASE aE AL sm irti rNAL 1011 ANIS STA.c ARA xvr AT F IT 5,FCT TO CANE.EVE TO thVATP ABLITYLenT. 1 ",,,-.A x,,.e .erN w FORS C6uDW.vnxy ! fllR4c l?I.IPvnnel. x V MOUMAVG FOOL'nTFOHx011. {\LN'I NTM1tIILE SDIAP MOOiII.E POLO 11a111 TO \I V f50 OJ BVVFI a -I-011 1 O V 1 x[:LUI v OWE UYERLOTO iSXINGLEE 4 I -4 )♦ OD{0 E �Uw1 ' [V MOCO FVSHI O 1T uETn-lw IFOC9 I,1tAFT�� - - 6GD�.OiELIKT muTrL"nQf4 '-=�L ` ua.11L.I P FOx 1111.13 vx°Tv� /S DEIPIL9 EMYTINO MFTER LALA EL DrEAC BIW L Np'I ` 4ll[I[YOk�AI(XCiCi 11L {x TTATTACHIAENTA GLP OETAL GCyLs��1�F0R_E[[..cni0 {�PVMODULEATTACIiMENTONA:iPILLLT5IIINGLEPOOF .'EIOHTFROM.G7QUNDIEVEL TOPEAXOFROOF UxrLei x�l i{.nwL ni. )rnoGULesrLvs Qfiti NOi Ty SLLLE ..u-Fnloi to 6c.LE -. TU LM�ULEDNIENWOns IFDum)RC,,.,, nlcn ES PTniea Yi{Nm me u 6CHOKK,IOSEPH 1 missusls Pro C.l Atltl:C66 R1 ■ ■ ■ ■ ■ ■ 16 PLEA ALLM?MAOIS)OMENR f 41' fix{ L L Tt rA 1q r- PRoros6on 6RKw / E [� (f EFI�E �- Ll fR L`l P' / sawn srsTEM F li§E1 t rR`[ ffWll T � wTH Mu.oa�l' wu;. D E] P DD M uc � 61G�x mrolmPlmR� l iroL. su.no�+ E an Tnc ? a w0. Rn'.I. Snuel ,Llx a.�Po P6F q ROOFTOP SO INSTALLATION ONLY PV ARRAY WILL NOT E END BEYOND THE E8ISTING BUILDING ENVELOPE AFII,I 5CIIE111LLE SYMBOL LEGEND PLUMBING ODPUULE EOUIPMEN I SCHEDULE R1 PV - 2 ® aFi n .cFEP IO oV E.T IV.E { NP]60 v1E G D rvNFCrt1Al IIGN UD FLLQ0 1U 11E © II36O4W'�OP D �(��� P J EPED W SF3:.pt u;D IUFTCI JS A' PVfMl.N D T W V © -FEW 6. Va OIMhR OBSTRUCTIONS e1 .UKw —11 cn.E1 Rr.6E D.. Lr� -TFLc sotvo :vqG I [�T IODE ® F GLE RFOPREIER J f r GeOU F MMn PPIL. \ TOEOUN.EN..c GLE 1.1I Ef.. • N I::AND CI.U. �nv--4Arv�ni E1g1100N 111,010 No GET: Charles P BonickeE Tnrfn HNR IIr1p"P. Inc DBA TIED,FEB. NBVXTEO 2211 AIICxwroj Rd.WALM 0]/VI 11LAINORI I,COUNT TENDEDW.,SOLAR MODULE xe IACWAIOOUIEEW/a1GAIMILPIR Pe AOCVu XEC BIT G. = Itl ISACLAIAX V[0.]TRINL � l-" I FIRED D III rnc6NNSINs1ERs-amen;" Muecnon ____________________________________ FTII.IAIHE'mL IUi,.E0.t I I \ I I I I -- I Issmd/ROV JEWs I I I I VIIOH Pr0]CCl Tl110: $[HORN,IOSEPN ARRAY CIRCUIT YNRMNQ�K�IT� I I Town FELT vlmTss[sls OxVL1E5 Wlin lOtIHEC C£CI R[CEPTACLF PtO CCi AddrC65: 1p15A ORTAFER I.)LAII N EXPECTED AMBIENT E GRP ELLS BASED W EYJSTHG 11/]NM CABLE ASHRPf MINIMUM MEAN EXTREME MRY BULB 10E ITV 210V 10 TENPLRANEQ FORQG ON. LOAPSI EX MOST SIMILAR TO UTUtt M 'WANNxssAR 14 PLEA SAME,MA 01910 STEET ENT EIMP.AIIw LDCATIIXI. LOkESI EXPECTED AMBIENT MEIEA IOTA Russ AR $ALEM,MAOI!1/fl TEMP- BE f I 2.)HIGHEST CWTNVwS AMBIENT TEMPERATURE BASED t_ OR AMEBAE HIGHEST MONTH 2R ORY BULB E.G. j_. 1 I: DldYriR Tll y: ' TEMPERATURE FIR ASHRAE .G.MUST SMEAR TO 1 I INSTALLATIONLOCATCN. HIGHEST CONTINUOUS TEMP JI fiDA DISCWNLLI NSEO 3C -_J W/20A NSES PROPO`E[136JFW DAMPED W/NAIR PRWUCPON EGA UNNYD SVIAR SVSIEM 3.)20GS ACHRPE FUNDAMENTALS 2%DESIGN REAKED LEND CENTER METER 05CMNECT NNWFRATURES OG NOT EXCEED 91'C IN THE UNITED STATE(PALM QFFMC%LA IS PO.IT), FIAT LESS MAN i S. IP _" PO 1F �{l D DRAFT,INCOmRIon 9 AFFENICAREAIC CONDUCTORS IN A AL pNnY nOMt[ RDaPtilwrvTED soxm coxouR AT LEAST ar ABOVE ,a - B JR - E = R o e a' sn�snlne�eeRM'I ROOF An0 USING ME oEIMER DCLGX TEMPERATURE r-_----- �,1 9CI OF nT OR LESS(ALL OF UNITED STATES). L)PHorowLrgm INNER srerzgs SHALL BE C_______ f ` - f-- �„ I WITTED M OPERATE MEN UNGROUNDED � I y m PHOTovwruC OUNCE AND OUTPUT CIRCUIT AS PER X,L` 1 VT4 9w ry[c ez0.35 EXISTING MAIN BRE.V(ER LOAD /^' SWARE D $WARE O _� ___J Ioiei lrlNNLL[l'LII.x11 n S.)ALL EQUIPMENT INSTALLED GUTD00R$SHALL HAVE I CENTER INQU ATED LINE TAPS �• PM 0222N P. 0]22RB A-----_--_J .IaxuuSu!:n !vvaxrm XENA3 RATING. I.S.E.ON MAIN REDEEM NEC 690.64 CALCULATIONS FOR RRENT REWIREOO CONDUCTOR U AMPACIYRPER STRING I,,IYV[ W+ (NEC69Matxuny(Is oD•1.2s)1- Ie.vBn AW PC,DEBATED AMPALnT V AMBIENT TEMP:SST TCMP DEBATED FACTOR: .76 PKmunops RALCWAY..INS- 2 GLL: LOO IEII BSIA.}EOPpO5 C31 RC..NO. $M1I.CI TPNa Dd AC REQUIRED rmll as GO G(�T6)'.pp- MEREFONE MIRE SIZE IS VALIDVmp 3C.ti R 1 PV - 3 ,IO,IGq 2 IB)5 REAL 7SA ]III ct[muI54 cLt.'cury IREO COXWtioa AMPALItt C IAOOA•1.25-I'I.SOA AWG A10,BERATED ANPACITY Tw/MIOTIIWI4l'1 AMBIENT TEMP GOT TEMP OERATING 10 RACEWAY RG A 3 C N/A 10A`10- IOA <OA'1.:04 00.THEREFORE METGFOPE AD RUPEE SIZE 15 VALID CALCULATION FOR PV GINNO NRAT PROTECTION A TOIPI IN—LR-ON 'l COP I LODAW2s-12sOA ,,. "" 2CA OMAwRRENr PROTECTED IS OLD Inl;anl,..n..t A ve IXn',III';r. 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 July 27,2015 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 2x4 at 24" o.c.with 10'span (horizontal rafter projection)to knee wall. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister the rafters with a 2x8 using (2)10d nails V o.c. Use of(2)Guard Dog 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-9". 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 Joseph Schork, 16 Pleasant St.Apt 2.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 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 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard B. Gordon, P.E.I- ��POH OF MgSs, Massachusetts,P.E. License No.49993 F°? C.y RICHARD B. m O GORDON -i U MECHANICAL n NO.49993 p,P�F-/STEFL�O�c�2 FSSIONAL�O\ INSTALLATION OF NEW ROOF MOUNTED PLEASANT STEETa 3.64kW PV SYSTEM ,.4 ' 16 PLEASANT STEET APARTMENT 2 ' SALEM, MA 01970 INS IST l RFALHExx VICINITY MAP SITE No. eEwPn�N SCALE.NTSI?rojecl Tiue: P SCHORK,IOSEPH IPWiM1 fIR }9 ETIFE,5 Pro OEt Addmss 16 PLEASANT STEET APARTMENT 2 SAL M,MA 01910 N INEFFIRA FJETATLI 1,F)HII N AFTEFFELIRLIFEREFFOOHNNERE SHEETINDE% c e a c R,c t 11 MET O s PV-1 COVER SHEET WI SITE INFO&NOTES"LEALI o„.eR Tme -c s AA TN t PV-2 ROOF PLAN W/MODULE LOCATIONS vnorusco ssnkw oN - p sRLc O.. s T 'FUE e one SULAXSYSIEM s E E PV-3 ELECTRICAL 3 LINE DIAGRAM m to EEoc ce s mo'o ds. a orowLe mrormel'on NLa d ENTHRONE,s 11 LONNIwam _I,xev oMENTROT coo- L ML aO .''Os IeM10N FccOoc NETHER Sstem'RFEEI lOm 9C. P ELIHIL 6ALLNTION IxE NSSHEM"H CFTR .HEIR O PW OVOI II.CEOS FA GLwPCNIPPOrECI'Jx TO L 5� -O tll AH, 0 5 6. i L 0 J CO GV t 111RAN "'I I'll -LOWS L000 IX mt I. � ITH, J t ItIIIINTED E 1 tP OAHE H 5 5 RI ALE � ',I EARLIER IFITHILETITALAITILLIELITELF INSTALLA C OM EOS ti[. ' C SAL�i Ox NpPF O IUNu `LE R' F 0 LttVE SVNNONn II 'o_ C cs. LEFFILL. �L Cp/ 0 G - 950 C 0 0 0 O Sp EE p V - I Rev.A. SET TERaFEE . H9Eo,pPa R1 PV - 1 a E C 1.FEETAll. O p 0 HALL ONI El III is iI LATEu Lm-N µs-+pAT 11 HER LI FIFTH(,TING THE El—I HELP o.x,r oN_ UOISIRLICITAHI FOR THE NFL f0 5 AOOOe -FLAPTI ENT1.i11H, P a E' I, IF,LFIN� um I LENEPu.pI., $01.0 IF—LEE ITAMv I TE,EOM'F A FAR SON IN NINCTER Oi IE It THAN NI'.AT FARE 9 I A III T HE I IN4 EOV PELIT ANN HE III II I ANATHATHELFELET ME ITT I EACH E ENT-A IC-OEE TO AVaURty OF[OO PU ENT LI �G, P.G G�N ,E G . N...M mIEA MOUNTING FOOT'>nnfrvMErvT d,[d 1111E SCLPR.,DOUI[ EEE9,O I on E°IEL, INGIUN — , _ixouu eN,;,PGSGLnRMGGNTDIM MdPxL�,VRW FNN t.oE.1RL,�oxY��R a .i,,�5 1, NET F Ee OnE IAVEP P5P1u TBX FGL[5 7 - \/ 6 SAUL. 11 Ir.� tea rq r '1 1 PGOf$J.UNon EC '..,InT •� 1. FITAII SO TV MCAT .BALL DOILansN ; x�- EUMOIPTRGAL LTnnEE BU TING WAFTER is FeDLIC IE'M 1, l auea Ta N LmRwFUNNA . COD CO—ISCALLCTIOD EILLACHMENTA GUI DETAIL uA�t�s[OR_,EC94rva TpV MODULE ATTAGHMENT ON ASHIMTSHI.N'GLE ROOF i WEIGHT FROM GROUND I.EVEI.TO PEAK OF ROOF llsotsu,on�.ane no .RPHIRTOMwnIe11"Tile sw._xo,wsNr,E xus�lKe IN Cue 'TAL ULLIELIMExdGNS sOod I Revisions x0. IVtIOx ^ Imlocl'itld.--rm SCNORl,IOSEPH xl NllYnttl 11T,O • ■ Pro cc Address' • 16 PLEASANT STEET APAPTMENT] ■ . ■ ■ ■ SALEM,MA 0100 p Ltffs al ls'7 ��� R � • R2 OtGrR TELL M/�!T 4vF t16 PROPOSED364M E L F k 1Arf Y2d "�Tul 11 JE! L E` F SOIAN SYSTEM �! IEd ,[E rP PLPI .`E'F]`' <.L.=.ram{ iF - lz LE- L r'i FD � 1 illf-Jl . t-EF 1+k Drwm mmldtRFed D �v/=„L -c P UD M uc • s 9mn lC(En om INTAII.CTITIN III Fill FIVE. Id.0 IJoACTEm s,rauEiw'mc%mRn .odonrvrvwnmdE v V Tx' au Rcr.No. Sh.,E 4J ROOFTOP SXLARINSTALLATIONONLYWARRAYWILLNOTEKTENDBEYONDTHEEXISTINGBUILDINGENVELOPE ARRAY ECUPOULD SYMBOLLEGENO PLUMBING SCHEDULE LOWPMENT SCHEDULE t ® eF m .caN.E. "IT RC1 4 LTA!GC 6 E F FeAtp,! VU IFDOJP 6E ,11TQ e0(t514INd Y0Pi 0d4 W C X UtLYT[ TIT G ry K © I UWr.Uf Lu OTHER OBSTRUCTIONS EP IILDUGI a CENT vnea n.E Ex ro eE _� npp „OBU •le..m N r u nl9 GLErt[n Engi"cer I L rourrsO Ho Nor Charles P Borricker Tr1irry HNUP,d AIT, IOC ONA rrlNR solar uOUNNU) 29.11 AlkmwOOd Rd.WaLl.NJ 0T119 UNDFA SOrm MODULE In_MOW S,N/ a"'Ode N.nry Mo05Uu NEC JL U.11 AOC"Al'a"IIND I ISIFIHL Or 1:M000LE51NtiEiJES-)YONrar + \ - JUNCIICN 1 '.I 'IIMLUI1DIr1 .1I9TIIIP Rpx , I I , I I - I Issxerl I Rd I 1 I 1 -L-1-11C. CENT oiaat T111e: 'CHORX,IOSEPH ALNUNI CIRCUIT MERINO xOTEs II xRU.Iry M.Ci N13o1z56515 COMPLIES WITH o0II NEC GECI RECEPTACLE ROJO.AHdrC65'. 105A I.I.I. 1.)LOWS' AP EMECTEC AMBIENT TEMPERATURE BASED ON CNSTING /2 xM CARD A.R.MINIMUM MEAN EXTREME DRY W1O ICC/RIOV N,1 340V la TEMPERATURE Ftlt ASHME LOCATOR MOST SWEAR TO UTl , INA uax BREN(FR 11 16 PLEASANT STEETAPARTMENTI INSTALLATION LOCATM. LOWEST EXPECTED AMUl METER IDEA RUSRM SALEM,MA O19I0 TEMP--16'C IFIT, 2OD)HIGHEST DOW TNUCUS AMBENT RMPERANRE BASEDASUR[RICHEST MONTH]%DRY REUR 1. orawm n00TEMPERAnr£FqVASXRA[LOCATOR MOST SIMILAR TOIxSTALLATa LOCATION. HIGHEST CCNTNUWs TEMPscWx[T Ns[DNIC w/20A NSES IPROPOSED 3.64k V GROUPED W/RAIN pRODUCTCN �A UNNSED SOLAR SVSTEM ].)2005 NNN.0 NNp4MCNlA15 2S DESURN MREAHER LOAD CENIIR Ehp OSCONNECI R AND 0l INC THE(ALL INNEURCD SCH TEMPERATURE ay TL - v M` �. _ - ✓S r 0 V,I H0AI0 Alr/x015 TEYPERANFIES DO NOT EXCEED RTC IN THE UNITED E1 STATES ALM SPRINGS.CA IS 44IC FOR LE55 Pad XPOND xrb br ln(mmallOnwrH RC(F-MOUNTED WNUI CONDUIT AT LEAST OS'ADD* _ (� � p I � L)PHOrowLTAIC POWER SYSTEMS SHALL BE r V O 8 E r�J HSiem mrormaRnnr PUdITTEO TO OPERATE MTH UNGROUNDED --- —L v '1_J• Q r6 Cn Old 1 y enavn ovaav• PHOTOVGLTAIL SOURCE AND OUTPUT CIRCUIT AS PER r^, -�- ---�'r m a aaeaem 1 a r 1 1TN 101ALAAILLIrL. t,4f4w xm 690.3s CENTERC MAIN TEDSPEAKER TOM �SWARE D SWARE D J ______J TmaNITIE,COuuli m 5.J Al EVRPNEC IrvSinLL[O OV1000R5 SHALL HAVE 1 CENTER INSULATE.LINE LEAS PN: D222N PAL'. 0222gB �__ J nreuN ACLU AM 11-11 A NExp 3 IRA NEC INSTPIEEX ON MNN f120Ep5 6 EG 690.61 41111111 CALCULATIONS FOR CURRENT CARRYING N.UCTORS REWIRE...1..AMPACITYPDA STRING LIv4[ [.ITWm.WIeTTgk (I1.OD•1.Z5)I-IBTSA AIM 00,DunrtD Auvncx TV AMl TEMP;SSG, TLMP.ERATx.FACTGR: .76 EATICNs RACEWAY OERATING- 2 CDC: LCD mf.SrblsOvmsn6 Rn..Vn SM1LeT (b•.16JI.00-i0.10A IrryJX 30..OA 11B.15A, THEREFORE'MRE SIZE IS VAUD 5lxulax4rcln Ln.NN4awu R 1 PV - 3 NTK AC REQUIRED CONDUCTOR AMPACTTY 14LOAN 25-17,50A I/I"L+'[w/xsf xlwr.x.vlO nOv AID yI O.ON IT A PACIIY T'x/anOTHwN.:,I rddl:v. AMB ENi TEMP: ]OC TEMP OERATNG: 10 - - I -F RACEWAY I1,CERA DOE EE]WC N/A N 40A•IO-40A g0A'IJ S11A 1XFIEFOPE AC NINE S'S£IS VALID •M IXOPE ATLON PoR PV NUNI.RRENT PROTECTION Qn O' �` TOTAL INT£NTER NRRCU .DOA /"rx'-w/' �^T-1F 14.MA•1,25-11.5d, —>20A ONENCURREHT PROTECTION 15 VALID ® ® � The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation ti 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 System in 4 Simple Steps: electrical continuity,eliminating the need for additional 1) Go to the online Series too Configuration grounding 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 Patent Pencii,q * L LISTED PV Mounting System 2703 Stainless steel 1 Nrack Bonding SnapNrack Standard pintSI s boll w ib Boll ,th Split ti`•'+.., spf..I ep't ' Snl I Lock W Sher -clk w s , '� ' 5 1 dtk('UnC ny SnapNfd C4 kt• y*y Atlluual leE d s uN 4 1 Splice Lam. a; CI n1cC NtlCI nf% Basr. ;, SnapNrac4 S -IN 4Moon.— hot 9 f.dn14 Adl slahleE tl B dn9 51 f:,fannnl Not CI nn col tree Slalnlio.Hardware wnh eoitwth ChannN rvm Split-Lock Was Split Lock SnapNrack Bandln9 SnapNrack Banding snapNraek Bonding washer Adjustable End Clamp Mid Clamp Standard RalI Splice SnapNrack Ground Lug 10-6AW6- I' In Copper wlte I SnapN rock Ground Lug Assembly (ONEREOUIREDE OF MODULES) a SnapNrack Bonding Universal ErM Clamp(BF"Wave 1� UEC F-H Strap �UECWedge ` Stelnlets Steel Bolt .Rh Flat Washer SnapNrack Bonding Ladversal End Clamp S Bonding Stenni Clare, Clamp Assembly SnapNrack Setratad Slainlosa . 'SnapNrack snapairack Bonding Robber Steel Flange Nut Ban Chading channel Nut nnel s Rain Collar Senceed Stainless— Nef Flan5[alnMsge Nul Stem Flange Boll - Snepwad, Stainless SnapNrack g]Degree Flange Mill FINSIN L Foot Bmt Standoff :i•„ snapNpos $napFrash Feet L MIII Finish Fupt Standoff Base(1-Hole SwpNrark 'SnapNrack Base Shown) srvpNmelk L race Metal Roof MCI FInish Flashing Base Assembly L Fool Base ck SnapNra Mebl Sttamloff Bonding SrropNrack Bonding Stendoft Roof Base with Assembly L Foot Base with Flashing Bonding L Foot SnapNrack Sell 100 UL TeChniCal Data 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 SO States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap[\l rack- (877) 732-2860 www.SnapNrack.com .r LI z.,.n.: NOTES: REVISION: -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN S.S.FLANGE NUT -BLACK S.S.7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION ( OF AILS CAN MOON ETO EITHER SIDE) L FOOT BASE AND UNDER ROW 16 X 1" OR 1.25") OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER - ��\T\''�` _ _T. .Lr /_Y�•S.S.LAG SCREWFLAT WASHER SNAPNRACK ` / WITH MINIMUM EMBEDMENT STANDARD RAIL ! �\ IS STANDARD SNAPNRACK COMPOSITION- j `I / ROOF FLASHING J STEP FOOT 1: BOLT L FT BASE 1: ROOF OO LAG BOLT SNAPNRACK L FOOT BASE /l ROOF DECIONG TYP. 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 UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING' COMPLETED INSTALLATION RAFTER TYP. �� ���n V�nIN«TREAAI ENERGY CORP, DES GM GMePhaNers SCALE:_- DNS PMTNIINBER: I�SLRIPTION' REV Ik- DRY^^ S100 PEN D01 PEN DETAIL 01,FLASHED L FOOT TO C II�n�1 DRAFTER' r MP)faa6Woo®S5ys61eeea -_ _ _.....,. _ nmRoveo Dr-__ ___ _ �� 120113. _. - RAFTER IX SNAPNRACK -2X SNAPNRACK LEVELING REVISION: -USE CARE DURING LEVELING SPACER ' SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X A'-18 X 1"LONG -2X A"-18 X I"LONG ROUGHLY CENTERED BETWEEN ' SET SCREW ' ' SETSCREW THE TWO PIECES BEING JOINED _ STANDARD SERIES 100 A + f R - ATTACHMENTS FEATURE 3"OF VERTICAL ADJUSTABILIII'ON "! ;f I es �� ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING 10.5 SPACERS 9.5 " ZS 8.5 ! THE FIRST INCH OF ADJUSTABILTTY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L FOOT AND SCALE 5:8 .-.. --_ _ - COMPONENTS STANDOFF CLAMP RAIL HEIGHT=7.5 RAIL HEIGHT=8.5' RAIL HEIGHT=9.5" g RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE @ ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD e 7"STANDOFF 7"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. 'R I FOR A SECOND ADDITIONAL INCH OF HEIGHT a 1 " ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF I ii5.+ TWO LEVELING SPACERS NOT 4.4 - + 5.4 _ TO EXCEED 10%OF jl ATTACHMENT POINTS ON 3.4 ` + L-FEET OR 10"STANDOFFS. 9 RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT-5.4" Y RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT s PLUS ONE SPACER g PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT MAINSTREAM ENERGY CORP. DESIGNER: D Ryw_Ias_._ SCPLE' DNS PMT Sl00 D: OESCRIPTON: REV oRnF rEa: pRra� f— - ------ S100 D06 SERIES 100 RAIL LEVELING F ._.'. _.^ APPROVED BY. _ --. MlE 120113 SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION. FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED SNAPNRACK MODULE ATTACHMENT HARDWARE -SNAPNRACK ..__., STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD -/ ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENT,- AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT-- MAINB REAM ENERGY CORP DESIGNER: GMaPpee SCALE: DNS PART NUMBER: DESCRIPTION: REV - �u - o�P: D%- 120113 S700 DO SERIES 100 OVERVIEW,ON FLASHED C — _ FOA r APPROVED BY. '��} y.TI� f a xs}--t : k} .4 I� 4 L it Y�4a :x (r � ,• x Single Phase Inverlers for Norlh America s o a r=M-i IFI0001 LS ll(CM, Ut SfmcnA va stictLo'-l5 51114C0A-QS OUTCUI rvcmmal -70 , ?nFv nX,I Q f1c 1-111"G"'w J X 0 Nax LC p.,," -6S0 AC Dui pm v6VAi,ift,-[".,I Wc' IS., :08 229W, AC 00pu[id "MmA4.n' rv.e' M 24C.7 2(A W, M. 11, 1,Of H1 ollrfll-,I'll., It. Lf: Max (Cnlnuc,u!Cutpo Current 14 r. 1 ;4 11v cr.rrry cc.fipnau MPUT t Reccmrmended Mal.CCPowe0* 4103 48CO 65m 1 75C(I WQ la`I(c 1.4103 VI hIRT.qC.InWtVoltaje 315 LM 209V 1350 LW 2� Vd( Ii @ 208V I DPNSV t M.Input Current .. f 13 1 17@7 215 39.�p 240V 3S Accc I �qv miic Iripyt Short Circuit Current 1 30. AS A& Rmmv I -....mf" 6m.und.-Fault Imlition Detection Mayamum Inyert¢r Efficpency 97.7 961 98.3' 93.3 90 1 — .98 97.5 p ZOBV 97 2()8V CCC WeIghihtd Efficiarcy 976 at 975 975 1 97.5 9Sm 97 1, 14 W ADDIT TONAL F EATU-R-E$- 5--pp.q-ed Com-mu nicatfian trfterfac, Ethernet,VIDee(0 Nw-11— STANDARD COMPLIANCE sm--t ! UL1741,UU69911 Y,�. .. .... . ..... ....... i 011"-U.'),Y11999.,ClSA.2.2.-2 6,6 C.rt,- tan Standards EEE154] ""br' i FCC�15-LISi9. CUTTAUATICYN Af[ONS Fut?Ht end RsI Awc;'.�p 1 3W AWG 313'Mi, .19-3AbG ­.......... ...... OC;.put conduit size/8 of ctirin, 1/4- 11-2 arnig; 14 6 AWG Dimensions with AC/UC Safely 11 30.5 1 2.S,71 j 30.5.12.5,7,3 1 305r 125 c 11 S 715 131,4 259 In 775 x 315 x OIL SWLrh(HXYWf 7 7.5.x 3.15 K 11!�. I... .. ... I.. . .1.1 .11 , VO . .11 . N4nt WA!1 AC/DC Safety switch 51.2. 54.7 40.1 Cooling Natural CcrVec"On Noise c 25 IBA M".Mm.ODnraMr.Temperature 13 I. 140 40t.-601 F/", Range 8 NEMA 39 PAGE 51 GAEAVES - POWER DISTRIBUTION CU9AL BUG•BITES' U1 SA 00 Insulation Piercing Connectors %sZ/ Eliminates need for conductor insulation stripping TED No taping required after installation For copper to co pp copper,capper to aluminum,or aluminum to aluminum app�.ications For use on insulated conductor only I_PC SERIES _ " NAFD CATALOG _ WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOL15 FT4L65 OTY WFIGHT!R11 UNIT 13110 IPC 1002 till-8 2-8 300 1 16 12 2.63 C7IN 13107 -IPC 4006 410-4 6-14 600 1 13 12 1.90 CTN s" 131418 -IPC 4020 41r-2 210-6 600 1 25 12 4.08 CTN P.} 13109 •IPC 2640 250-1—---410 6 KO 1 30 6 4.11 CTN 13113 IPC 3540 me-410 We-10 30o 1 25 6 4, 7 CTN 1 0 1311A IPC 3433 350-410 35C-AN) 3co 2 25 6 7.63 CTN 1311C tIPC W12 500.25U 10-12 300 1 25 4 2.85 CTN 13104 'IPC 5025 600-250 250-4 Boa 1 55 4 4.06 CTN 13105 9PC 5050 500-300 500-250 600 1 75 1 264 CAUTION 13106 'IPC 7550 750-500 600 350 600 1 76 1 2.62 EA Ube Bug-Sites On '500 Vets.Deland4 300 VP55(for 490V grounded Y systems) insulated cable only! t Not CSA�m6ad Do not install on bare cable. Dual-Rated GUTTER TAP CONNECTORS ui SP CU9AL High strength aluminum alloy6061-T6,tin-plated USTEp 600V 90'C Lay-in designed main Conductor remains continuous Tap parallel or perpendicular to main m GP SERIESCD NAED CATALOG CONDUCTOR RANGE_ APPRO%.DIMENSIONS ON) CTN EST SHIPPING /(( NUMBER NUMBER MAIN TAP IN L QTY WEIGHT(IDsI UNITfee 13117 UP 2. 2.12 4-1230L rl6 8'8 1^Ju 24 lA3 CTN 13118 spin Ito-2 Us 12 SOL 1 34 1'J, 12 119 CTN 13119 GP 250 2W-tin 250-6 IV., 1'M1, 2'Ic 12 2.54 CTN \ 13121 GP 35D 350-410 350.E VA. I'h 21,11, 6 2.75 CTN For Copper-to-copper, 13122 GP Son 500-35D 530-2 1'1. 11J. 3'1. 6 3.10 CTN copper-to-aluminum, 13123 GP 750 T50-500 500 2 2 1 h 3'1. 3 2.6 CTN 'GP2 hea.lolled straws. -^ - aluminum-to-aluminum O elide-iehleitor is rewmm2nd9d for added rWnosiOn Protection. 600V 90°C Snap-On insulating covers for use with GP Connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH APPRO% DIMENSIONS f(N) CTN EST.SHIPPING NUMBER NUMBER CONNECTOR COLOR H W L GTY WEIGHT(Ibs) UNIT 13137 GPC2 GP2 YELLOW 1v- t ivi IL 04fi GTN 13138 GPC 10 G1,110 I GRAY 11� 0.I6 CTN 13190 UPC ZSD GP250 R6D ( t1i. 3°. 390 CTN 13141 GPC 350 GP350 YELLOW 3.8 CTN 13142 GPC 500 GP530 AWE r. �.• ,, 0.46 CTN 'r_11 _ 13134 GPC 750 GP750 (ORANGE 'I, :'1. $1 - _l Jeb _ CrN vnvw greaves-usa.com 11 Heritage Park,Chalon,CT n6413•Phone R30 654-450ti•Fax 8611-664.4546 TOLL FREE 1-600-243-1130(Outside OT) Mono MUIR SoMions t SU� THE UNIVERSAL SOLUTION 1537 MAX:EFFICIENCY Module can bear snow loods up to 5400Pa and 25OW wind leads up to 240OPo MAX POWER OUTPUT Guaranteed power output 10 YEAR 37- 0-+3% PRODUCT WARRANTY - High performance under low light conditions * Cloudy days, mornings and evenings 25 YEAR LINEAR POWER WARRANTY 111depenclently certified by international ki), certification bodies 1' Manufactured according to Intemoliotia!Ouckly 111"CJ4,1_1 and Fjjvjj,.q(TienI Management 3y;tein Sjcjnrjcjric 1509001. IS014001 It-hl 2,11, 1,- LINEAR PERFORMANCE WARRANTY T5M- PC05.08 TSM- PA05 E L r a I MEN SOON$Of PV MODULE TSM-FCJPA US 09 T 1 19 VSi deV` -E1 AIS 11, Nl- F-twpl no TS liC 245 200 t%j 01�3 or.3 :9,6 '13 4 1c111m F-1 C-.M Z72 7,411 7.58 P'c 92.0 37,1 37.2 82A &31 iA 1 14" 7SM.210 TIM-13S TSM,240 ISM 2� ism 2st RFCI9ICA(DATA ONOCT rCjrAQSM PCOASSEE PCRAOSM PCOVABS M PC0,4116.08 M.om,bMPl ml IN 172 175 178 i63 A -15 Madnnl.P.WlmWVl 27.1 27A V.7 0.8 29,7 P.CuPenl W 620 69 6.72 6.41 6.12 Cpw Cimull Yalk,,ge JVj 33.9 36D zwl 34.2 36.8 SPc,I Chc,uff Cu-t(Al 6.60 6.70 6.95 6.83 7.20 MECHANICAL DATA Sola.Ift M.Hlkrystlih.1.56-156,P,,161i,he'll W aP11,1 16 101 mwVj.gq.P4.n '650-512 N0mm 166.95.39D5.1.57 lhGMl A-A W.10ml 19,50S)t43.0 IN Gign High Irom,,gmrq m,,r g,,h, (0.13 P.1,64 Fm hooit"o 91.mhi...11-y 34ov IF 65 TOW rF Cr Voma I SM-730 PC IPA os.)h colhl-I Conoec br Ijd. In An wbfe 4�0(llflft-IQ"lh=W), IWDMm;39.A ln�e).MC4 WN MAXIMUM RATINGS TWPERAURER41INGS NVminnlOPwnig U-N 46-C I68-Cl E)pe licholhPEmlvre -43-+85*C l00QV0QIECV C-r-H V.(.,. Saw oc!UU I, I-mP=mlm�Cavindanl D.047�c 2XI-C ISA .1 V- -3.3 13. V.1"a IVI 10 23 .41 mn T..,,24 G)1 PV