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126 COLUMBUS AVE - BUILDING PERMIT APP The Commonwealth of Massachusetts gtGtI,Vw 3 9 Board of Building Regulations and Standards INSPECT116"VSEM ICES, Massachusetts State Building Code,780 CMR SALEM R ed Tr I` 4a Building Permit Application To Construct,Repair, Renovate Or Demolish � 1 H y One-or Two-Family Dwelling This Section For Official Use Only l I^ Building Permit Number: I Date pplied: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: I^0 / unhu x 1.2 Assessors Map&Parcel Numbers I.la Is this an accepted street?yes_ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq Ill Frontage(tl) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L e.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone?Check ifyes0 Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'ofRecorIichael Swiniarski Salem, MA. 01970 Name(Print) City,State,ZIP 126 Columbus Ave 978-740-2797 theswin@yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ I Other ❑ Specify: Brief Description of Proposed Work': lnStQ)J,rn�-t,u✓� [>Gfd�t;t- �1'lt�.t �✓l P t i:I �Ylu�tr4/6i1`IfR Q. u S ut l SECTION 4: F.STIID ATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ [I 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 $ Su ression) Total All Fees:$ (, j� Check No. Check Amount: Cash Amount:_ 6.Total Project Cost: $ jD75 13 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 1rV� �^ � 0L1�25y 2�51� G11 l Jkl _sYyY-rneA_ License Number Expiration Date Name of CSL Holder U FIA V� ,\ICY List CSL Type(see below) U No.and Street 1 ,CJ Type Description L r p � �\litU U Unrestricted(Buildings u to 35,000 cu.ft.)"I R Restricted 1&2 FamilyDwelling City/Town,Stale,Z /l/� M Mason ry RC Roofing Covering WS Window and Siding _ SF Solid Fuel Burning Appliances '1°bl 30S i�UlDJ M CA SLKe),YC i tit) �lY(C1 [ Insulator 'fete hone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) V\y 1 nA-- Sc car 1�o�-h S iron Da HIC Registration Number Expiration Dale HIC Co�q��qry,,,,1N�r me or HIC R__egis[Ian[Name r'q,1' N A.yi No.an [reef Email address f4 N0 uT aAWC� `L�\ ?67a'LZOS -City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ......... 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_ y,V m t SD\Ckt- to act on my behalf,in all matterg relative to work authorized by this building permit application.02/14/15 Print Owner's Name(Electronic Signature) Dale 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. t T4-,r Sri_,-mac- 3 Print Owner's or Authorized Agem' a(Ele nic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.aov/oca Information on the Construction Supervisor License can be found at www.mass.eovidpss 2. When substantial work is planned,provide the information below: - Total Floor area(sq.ft.) (including garage,finished basementlattics,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" The Commonwealth of Massachusetts Department of Industrial Accidents OffficeofInvestigations J I Congress Street,Suite 100 Boston, AM 02114-2017 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/LA Electricians/Plu mtbers Applicant Information Please Print Legibly Vivint Solar Developer, LLC Name (Business/Organization/Individual): P Address:3301 North Thanksgiving Way,Suite 500 City/StatciZ_ip: Lehi, UT 84043 Phone#:801-377-9111 Are you an employer? Check the appropriate box: Type of project(required): 1.131 am a employer with gq 10 4 ❑ I am a general contractor and I employees(full and/or part-time)." have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling shipand have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' comp. insurance? 9. ElBuilding addition [No workers' comp. insurance P� required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no 13.E Other Solar Installation employees. [No workers' comp.insurance required.] *Any applicant that checks box 41 most also fill out the section below showing their workers'compensation policy information. f 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. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lie. #:WC 509601300 ( Expiration Date:11/112015 ✓ry� �j� j� J�j Job Site Address: 1 t VL D( J J City/State/Zip: �_il.��t G /V Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided abovel is true and correct. Sietiature' i Date Phone#: 801-2296459 Official use only. Do not write in this area,to be completed by city or town Elnspector5. City or Town: Permit/License # I Issuing Authority(circle one): 1. Board of Idealth 2.Building Department 3. City/'Down Clerk 4. ElectInspector6.Other Contact Person: Phone# Office of Consumer Affairs find Business Regulation K!'F;w)v 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170848 Type: Supplement Card VIVINT SOLAR DEVELOPER LLC. Expiration: 1/5/2016 JAMES SHERMAN 4931 NORTH 300 WEST PROVO, LIT 84604 Update Address and return card.Mark reason for change. SCA r c, 2om-05/11 Address ❑ Renewal ❑ Employment Lost Card JIM Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supcnisor License:CS-045254 JAMS R SHERMANI ',• 6 Fox Hollow Dride SAUGUS MA 01906 Expiration Commissioner 08/2812016 ..i CERTIFICATE OF LIABILITY INSURANCE DA1013re112WODVYYYYI 14(M014 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 certHlcats holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER N A MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 PHONE Flue .Emil (aC xo: DENVER CO 80202-5534 E-p ILL Amn:Dsnver.cemequ&d@mamh.mm,Fax:212.948.4381 INSURERS AFFORDING COVERAGE NAIC0 462738-STND GAWUE-14-15 INSURER A:Evanson Insurance Company 35378 INSUREDMvint Solar,Inc: INSURER B:Zurich Airman Insurance Company 16535 Vlvinl Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 3301 North Thanksgiving Way INSURER o: Suite 500 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002368)3048 REVISION NUMBER:O THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IRS TYPE OF INSURANCE D L POLICY NUMBER PoMIUD�E� MNOVOYDMlXW LIMITS A GENERAL LIABILITY 14PKGWE00274 1110112014 1110112015 1,OOD,000 EACH OCCURRENCE $ % COMMERCIAL GENERAL LIABILITY UWAG P MI en E W,WO CLAIMS-MADE M OCCUR MED EXp(my..nmon) $ 5,000 X S5,0000ed.B1&PD PERSONAL&ADV INJURY S 1,00Q000 GENERAL AGGREGATE s 2,000AOD GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,mg000 Po % PR LICY O LOC $ B AUTOMOBILE LIABILITY BAP509601500 11101/2014 1110112015 COMBINED SINGLE LIMIT 10000D0 IS.aaldenl % ANY AUTO BODILY INJURY(Per peraon) $ ALL AUTOS SCHEDULE BODILY INJURY(Per ea40anp S % HIREDAUTOS % AUTOS pRO��n DAMAGE S E A uN®neuw uAe % OCCUR 14EFXWE00088 11101/2014 11101/2015 EACH OCCURRENCE $ 5,000,000 EXCESS LAS CLAIMS-MADE AGGREGATE $ 5,000,000 DEO I I RETENTIONS $ C WORKERS COMPENSATION WC509601300 11/010014 11101/2015 We siATLL o7H AND EMPLOYERS•LIABILITY B ANY PROPRIETORIPARTNER/FIfECUTNE YIN WC509601400 11N12014 11N1/2015 E.L.EACH ACCIDENT E 1,000,000 OFFICERIMEMBER EXCLUDED? ❑N NIA (MandAtory In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000 I(yae,dearnca under IPTI 1,000,W0 pFRCR ON OF OPERATIONS M. EL DISEASE-POLICY UNIT S A �Elrom&Omlssuons& 14PKGWE00274 11101/2014 11101/2015 LIMIT 1,000.000 Contraclons Pollution. DEDUCTIBLE 5,D00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Atbch ACORD 101,A MOnal RemaAP Schs,fule,If more space x nqulre0) The Certificate Holder and others as defined in the written agreement are induced as additional insured where required by written contract with respect to General Liability.This insurance is primary and non- contributory over any eadsting insurance and lurked to liability arising out of the operations of the named insured end where required by written contract Waiver of subrogation is applicable where required by written contract with respect M General Lability and Workers Compensation, CERTIFICATE HOLDER CANCELLATION City of Salem SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 93 Washington Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Salem,MA 01970 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Mae USA Inc. Kathleen M.Parsloe hl. 444z G 01988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I � I o e Mont3301 North Thanksgiving Way,Suite 500 Structural Group Lehi, UT 84043 P: (80t)234-7050 Scott E. Wyssling, PE Head of Structural Engineering scott.wyssling@vivintsolar.com February 10,2015 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 Re: Structural Engineering Services Swiniarski Residence 126 Columbus Ave, Salem MA S-4132496 4.41 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of 2 x 6 dimensional lumber at 24" on center with 1 x 6 collar ties every 48". The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "B" and 35 and 36 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 2 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Comer Zones of the dwelling. vivi t. Page 2 of 2 B. Loading Criteria • 10 PSF=Dead Load roofing/framing 40 PSF=Live Load(ground snow load) • 5 PSF=Dead Load solar panels/mounting hardware Total Dead Load=15 PSF The above values are within acceptable limits of recognized industry standards for similar structures. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable, deteriorated, structurally compromised or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Hem-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 W, is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 V with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every other roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than two (2) rafter spaces or 48"o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is based on information supplied to us at the time of this report and current industry standards and practices. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Ve truly yours,^/ o� tN of Mks�ycy� Scott E. sslof PE ° '0 MA License No.505 9p FGiSI FSSIONAI vivint. i 4931 North 30(1 AVca,Pnrvo,Ul'14G04 Rntplu)c, Idcnlificalion No.'. 80-075Gg8 ������� solar'"""' �����Phone:(87pportli Zvi Fus:IN11U 765-5 758 Maswchusnts HlC Lirxnsc No.: 170846 li-IAluil: su unit ririnlsulaccom m e.,,,i,inl,e„lanenm AIR Ni,: RF,SIIIE:N"FIAI.Il It PURCF1ASF AGR FNIFN"I' -This ITT SIDI-N I AL POW1 R I'I RC II ASE A(;RI-I-NIT I Ohl+ 'IS a r... 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'I INII I LD INS L\I I \'I IO,V\\AR It,AN I I'. \\c po.7lc a no knlmiahgl,arrant\That The S,,wro si 11 he It,,,Imul malm;I eclat$in de..nan mad vyrkmmho. and 11no .n d plin niiti ,r. lIl m Ir�- Welunha u.ann ilinil ttullop pLntnu...I,We lrtshll Ahalrl'e.d2rti lit ae of"The tilnte,oA ri"1a11adSiil' IN n(II t r .I I n11. R m Y 11 Till "t I i c lop u I lit S n V . not ClIl,T 11 1 un dh I tr mo it It,,, ,, ur. 111 IIII m:lllu' 1 - .. Ina,l'ar )n t pll Il'I I- n.... - I I;a III It 'll 'I"olc1. 11., 11, c:mhttlk tha at I IIII nIll nil t .I ill i.........lit "t niily (, r tlm u II() nil ANIJIAC"I(RFItS AAANit VNIILS TIt SlIllo,. :,l,o n 11 v) ' fninun t11I -"= ;rr n) oPlr nly( II. r.ap�alLs.vs- O 1 ih II.I nllily o. oh m I red uy ul Ili t _rml I o thou ill n410 IIr InIl rti mill nrd ut w ;mil (h) I o his[I f 01 I t _I I nI I I u i" I ill u l ,IT a n d 'a I li m n' Ili I n I p r i l( i:l tr m lh ri m II -m tcd O it ul I S..I In.Lill" :vr l muI . l y Nir a Ili ul I.n l 10) _: 3t J. •L'o .....pu I n l ukdt.Cna Duri 1Y 01c Lnn.AVc mlli Ito ee IhenL v.0 rnn s to the full sI urtm pn_o II Ic. _ C. DISCLAIMER OF WARR VN I I. ISXCI I 1 AS SET 17OR'Il1 IN I IIIS Sl:( I ION \FI -0AKh AU 1111-IhR lA'ARItAN1l'"f0 F11 SS ANY UTIIGR PGILSOM1 lAII[fIIIR I:NPRIFSS, IAIPULI) OR Sf:Yfl1ro RY AS TO flll MERICHANTN31LiTY OR PIINESS FOR ANY PURPOSE OF THE E0U11'AIEN"I. INSTALLATION, DESIGN, OFFRA"IION. OR YIAINTENANI 01: '11HE SYSIFM, 'f11F. PRODIL FION OR DELIVERY 01' I NI?I2C11'. OR ANY OTHER rASSOC'LAIIID SI'It VICE OR VIA'ITER' WRI:UN I-) LI I F V1' O 1R [ WI: IIGRI DY 1-;XFRLSSLY DISCLARvL OUR LIADILffY FOR ANY ImiiM'11 OF AN'N' WAILIRANTY 15 L11M IfED TO ItCP AIIti N(I hill. SYSTIl OR Y'OLIR pRo ph.K'IY IO fHF EXTENT REQUIRED UNDER THIS AC 10 I NIFN'I-. YOU rACKNOWL FD(ii'. I HA[' WP ARF RELYING ON I IIIS SGC'TION -.C.AS A CONDITION AND NIAl l RIA_ INDUU MEET 10 ENTER INTO IBIS A( RFIiMP.NT. THLRI, ARE NO VASARRAN ill VVIIIC`II EXTEND BEYOND 11lR DESCRIPTION01 iFIEFACEIIEREOF. 4.RF NJO\',\I.0F'1'lll?S1'S7T:AI yllo 11till Ill(omkc inly All ruinx(a:(leflictj" Sc u n f )euh S):Ilm. IIS t Imt oral; i pies urlmprotcnl nu to Yourinpenv[h'It reyuilsS [lie i mponry removal'of the Syy t n or thm could I n rl u I Its pc,fi rnunca or npernu I Y' u T I : l lr ,thin,( III i p- - Ynu1 oCee (;a`Cr / R ( er lSin ld ) Nu ihi. t r,Pill nmpl mill)ow l ' 1n .h Jfl linen uJl IIIr Y ter dl velar the Sv3lOnt is in,mile& AACmpensmun for Our removal,silt mdrinadl nun III SVInIVulrclol [it Illjo,d u,I ,,r I lundiNd andN l) Ninc 'Dull (S491))1,,Ill,AA -th S"(11, N u.11 II Ill,rcyt lid 11 tl flu Shoal e I l, ......l IZIN li InI J in Stu il lit it theS,TlIcill is n l n urtllal 1411it, lhio (30) hr,,oI r n cal. Ill the ill oI lo m rgutc)' 01 Clio"(III Sp I nI N 611 111,111 lortal Its Imnl hat ly. II AVe a un IL in timely "p Ill )'I;" I)•(4Yool I,,rl K] ' nano..'Ul it n edand ItI'Illll ,I Iv11111111111t r ill). Ili S)q nI ll llarl mike fepmi,s,egLired hV' the un.11" lC) Yuu shall he'espons hlI for auydsm lG to the Sl"stent lhi l r,,ods Iron actio s taken by Y l u-uvaraen5r. �� JI 5,;\RRII'R,\"LION OI�DISPII"I'FS l/y^" \An"I cu.lonsr concerns can be resolced yuiekl\ and amicably Ill, C calling Our ustontnr :cmce liglaltntent al (577) 404-11211. It Our custolnu Sen•ICC d pmrtnlen Yl is unable to icsol e our Conccln You and We atrc to rest Pe any Dispute(o defined he10)O Ihroieh bindrn¢ arbi0mlion or snml)c1 ums coill instead of coull,of "moral illllsdiction. B SI(INING BELOW. YOU AC KNOWLI:D( L 1NI AGRIT, "f IIAI (1)YOU ARt Ill RI:13Y WAIVING 1111 RRIIUL TO \ I RIAL RY JURY,- AND(II) YOU MAY DREN CI_AINIS A(AINS'I 11S ONLY IN YOUR INDIVIDUAL C iPAC'il'Y.AND SOL AS V PLAINTIFF OR CLASS MGNIHER IN ANY PURPORTED CLASS OR KEPRES ENTATiv I IT PROCEEDING. You and We agree to mbiume all disputea eloinns and conlrorcrcies arising oil of or relating to i IN a .a. ,p (i)any aspcat of the relationship between You and Us.whether based in contract.tort.,statute of any other Icgal theory,0i)this Agreement or any other agreement concerning the subject inaucr hereof (ill) any breach. deluult, or termination of this Aeremnem: and (iv)Ihc inleiprdmion,rabdily,a-entbreeaMlily urthis rAGecment.ittcludin_the determination ollhe scope or applicability opthls Section 5 Ie:mh.a "Dispute 7_ Prior to cammencin�arbitration.a ppuny mast nrst xml a muctl"Nolicc of Dispute via certified nail to the olber party. The Nonce of Dispute must(ICJerlbe the nature and basis liar the Dispute and the rclte f soit,itI It You and We are unable to Nsolve me UNP ne tnthfn thirty (30) days, then either party nay emnnmncc arhnration. The arbiontion shall be administered by JANIS putsumn to is Stleandincd Albilrution Rules coal Procedures(uru]/uhle of fill //wtt�ty.lanvcudrenm/rules-st rcamlinedarbin:n ion.the"JA31S Rules")and under the ides set litnh in This Agrement The arbitrator shall Q hound by the Icrns oi'this Altneeinent_ No matter the ciicutnstnnces,the anhilrann shall nt t t turf prim t ial,cs mplt)'. inlirtt or ann,yuanml d anal, - I nncmr path• It Yoa initial, arbmatiou, You ,hall he icspoo"I`I « p �m at•S2 Aft orncvs a tr mte axcl expenses, and other a of Ih, at bitrat inn shall he boric by You and Us in accordance with the JAMS Rules and appllnabfc hie. The arbitration shall be conducted al a nmlLLmlly m_recablc location near Your Property. Julentenl tin an arhitratiun:retard inay r- ,mead in any Cora-(ol'compcmnt jurisdiction_ Nothing in'thk Stt9i m 5,hull pr owe You w We from seeking provisional remedies in aid of arhitintion ruin a court of competent jrnsdiction. NO'I ICb:: 1)1 INITIALING M THE SPACE HUAM YOU:ARE AGREEING TO "AVE ANY DISPUTE ARNIM;OFF OF'I HE M A"I"I ERS INCLUDED IN ER V '•N2131I FIA LION OF DISPU''ITS" PROA NION DECIDED 131'NEUTRAL AL ARBEI RA FION AS PROVIDED lily APPLICABLE LANV AND YOU ARE GIVING UP ANY RIGHTS IOU NHGHT POSSESS TO HAVE THE DISPUI E 1.1'1IGA'FED IN A COURT OR .JURY IRIAL. BY IN'FI'IALING IN I'HE: SPA(E BFLOAA' N'OF ARE GIVING UP )OUR JUDICIAL RIGHTS TO DISCOVERY AND APPEAL. IF YOU REFUSE TO SIIBVIIT TO ARBITRATION AFTER AGREEING '10 ['HIS PRO ISION, YOU NEAT R O CMPEAIF.D TO ARBITRATE YOUR AGREEMENT IO THISAR131 Y IR I ION PRO\ISION IS\OI.(i N"I \I21 POL HAVE READ AND UNDERSFAND IIIE FOREGOING AND \( RFE: TO S 11 Ni I DISPUTES \RISING OU T OF 711E MATTERS ISCLUDE D IN TIE ••ARBI1 RA I ION OI DISPUTES- PRO\ISION TO NLIIIRAL ARBITRATION. 4 ,ru U EAGREETO AR131 URAL ION AND\1:U\ETHE RIGH h TO AdUYTRLU.: fi.NQIIC'li'FO CUSI"O:\IERS U A. LIST OF DOCUNIENTS TO BE INC'ORPORA'EVA) INTO 1'11Ii('ON"TRACE: ti)This Agremncnl.(it)the Additional Terms;md (lmdi (i l the Customer Pocket and(rr]the\Nock Uhler. Thex documenu arc rgkcc lr usurpnnlel into This r\grccmcm nnA apply In the relationship pets late Gonship hehrcen Yon and Us. B. I IS NOT LEGAL FOR US TO ENTER YOUR PREM ISF.S UNL:\l\TU MY OR COM.MM ANY BREACH OF I'llE PEACE TO REMOVE,COODS INS MATED UNDER THIS AGRE:EVI ENE'. - C. DO NOT SIGN TIIIS AGREEMENT BEFORE:VOL HAVE: READ ALL OF ITS PAGES. You acknavlech_a That You hate read and r xeived a Ie_iMc copy of This Armanenl,that We lies,signed the Agr-cmcnl.and that Yon larve read and recen al a Ic=ihlc cop)'of ,eery document IFut We hate signed-(Supine the negaiatinn. D. DO NOT SIGN THIS AGREEMENT IF THIS ,AGREEMENT CONTAINS AN)' BLANK SPACES. Vou arc entitled In a completely filled in copy of This:Agreement,signer)by both You:cod Us,berore any wnrk mac be started. E. YOU MAY CANCEL THIS'IRANSA( IION AT ANY TIME: PRIOR TO THE: LATER OF: (I) HEINIGHT OF THE:TIHRD (3m1)BUSINESS DAY AFTER ['HE'1'R:ANSA( IION' DATE.Olt HOTHE STAR"F OI'ENSI'ALLATION OF THE SN'S-I FM. SEE FILE NOIIC'F.OFC.ANCELI A'1IDN BEIMW FOR AN EXPLANATION OF THIS RIGH1 V"IVI:NTSOLAR 1 .. )PER,MC C'USTDMER(S): Y. By: Primed Name: j i, (�I�� ��, e� ( Printed Name: Title: Q/e __ By Printed Name 'Iransaclion Dale: FOR INFORB'IATIO.N ABOUT CONTRACLOR RE:GISIR,\"PION REQUIREMENTS, C'ON'I?\Cl' "fllE 1L\SSACI{USli l'TS OFFICE OF C'(IN SI)3I E;R AFFAIRS AND 13US1N ESS RF.GU LAI ION: TEN PARK PLAAL SUITE 5171E I3 ATQN, MA 11A 16. f617)973-8700 OR 888-2H3_3757. N(YIICI?OF GANCIiL LA'f ION Transacliun Date' _ _ A No. 7777=_ YOU.MAN CANCEL TIIIS-1 RANSACI'ION. WITHOUT A.N1' 1'ICN':\L'TA'OR OBLIGATION.WITHIN TFllili P. (3) BUSINESS, DAYS OF THE ABOVE DATE, OR (IF LA'I ER) UNI HITTIE START OF'INSTALLATION DFTIIE SYSI'1i\I. YOU GNCI':L,:\\'Y I'IlO14a2'I'1"I'RA DEiD IN.ANY PAYNIENTS M ADF. 131' YOU UNDER THE COSTRACT OR SALF,:AND,ANT' NF,GOTIA BIT INSIRUMLN'T EXECUTED 131' )OF WILL ]IF RE`FURNED WITHIN I'EN (111) BUSINESS DAYS FOI.LO\\TNG RE( FIVE B1' IIIE SEI.LER OF )OCR CANCELLATION NO'rl('1(. AND ANY SECURIT\' FILRESF ARISING OFF OF THE TRANS:ACIION MIT HE CANCEI.I.F.O. IF VOU CANCEL. YOU \MIST MAKE: AVAIL:\B I.F. 'f0 THE: SELLER A F YOHR RI SIlYENCIS, IN SURS'FA NIT:\LL1':AS (:GEED CUNDfTION ,AS \VIE F:N It 6C'E:I\liD, ,A N'1' GOODS DELIVERED IVERED lO YOU UNDER 'TIIIS C'ONFRACI OR SAT.E, OR 1AH MAY IF YOU WT IL COMMA WITH TIIE: INS I RCC'IIONS OF THE SELLER RF.GARDENG THE RETURN SIUMIENT OF THE GOODS AT THE SELLER'S EXPENSE- AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE;TO THE SELLER ANDTHE SMLER DOF.S NO"1'PICK THEM 1 1' \\'I LHIN TN\'1{N IN'(2I1) D:N'S OF FHF DATE OF \'OUR .NO'I'I C F: OF CAM E:LLAFION, Y(IU M:\Y REMAIN OR DISPOSE OF IIIE GOODS WITHOUT ANY FURTHER OBUGA ION. IF IOU RUE.TO ,MAKE THE GOODS AVAILABLE. 10 IIIE: SELLER. OR IF YOU AGREE '1'0 RETURN THE GOODS A) THE SELLER AND FAIT. 'rO DO SO, THEN YOU REMAIN LIABLE'. FOR I'l•:RFORAIANCE OF ALL OBLIGA FIO;N:S UNDER IFIDE CONTRA( 1. TO CANCEL 'TI HIS I'R,NSA("\'ION, MAIL OR DELIVER A SIGNED ,AND DATED COPY OF TIIIS CAN'CTU ATION NOTICE OR ANY (THEM AA'RITTF:N MFICE.OR SEND A I ELE( R AAI 1'0 A'IA'IN F SOI.Ml DI A 1101'I 1l E I( AT 4931 A M111 AV PROA O,UT MMW PRIOR TO THE I A I Eft (11 ( ) MIDNU III OF THE TILIRD (3 ) BUSINESS DU AFTER ER THE MANSAACTION D.AT14 OR (I )THE S'EARI 01;IN:SI ALL:\LION OF THE M Sl ENE UTERI B1 C:NCEI TIIIS IRANSACI ION: Date: C'u;lu.ocr's Sienalu c: E I 14. �,I r I'd:1, 1�� A ,UI .r L`-1 lil<I vl fl � I1111� VdtllVllA� V , 'C; I 1.' 'll �1♦rr nR VAY :Ir ilr,l �1 b I I'. A»it,l yLA(& IIt U�ll9t '1<r�l'I RI'r 11AAI Ar it PI I`,�r r111 IAI1 lit �'R UI AIII Iry V kl I f!I � � � � 'gird lvd'a i II: 'vI IL up RI11 kl l I`�Ii Itv III! - PA311 1•. v1+Il ;ll Vid nl`.r P HII 111V. Ilr r � ; ,�,,, . '�{I� \r KI I '\II `.I �'.I \II `•r� fl . \i 1 \Ifll) lilt - UII A i 'l1vII 1(�I lair 1U l�iiZll I.1Ai �ill� - - v,-v+r 11A hVlv',hl ' iltl �I �. vIri`� Id II11 UVVI Ards �) ' I11AI ' rri �R ill I All I 'I I�.� I II 1� IIIJ r 1�I rrl 1�1 ;� ICI IAA A , ' ln�lll I•I1 A11I V � Vrlrl itAI All Itl AI U)I I{l lrrl Ar. A1A,11 �rrU V�1 126 Columbus Ave , Salem MA 01970 N `h ----- - ------ ------- -------- - E m I I E�z Y dz 105'OF I-PVC CONDUIT � FROM JUNCTION BOX TO ELEC PANEL PV INTERCONNECTION POINT, L`�2 m O LOCKABLE DISCONNECT SWITCH, (a ANSI METER LOCATION, B UTILITY METER LOCATION I E_ JUNCTION BOX ATTACHED T ARRAY USING ECO HARDWARE TO I KEEP JUNCTION BOX OFF ROOF I I PV SYSTEM SIZE: 4.41 kW DC I I •e I I I m� f S I I w w i m I W F H J (18)Trina Solar TSM-245 PA05.18 MODULES WITHA I i i Enohase M215- 0-2LL-S2z-ZC MICRO-INVERTER MOUNTED ON THE BACK OF EACH MODULE SHEET NAME: LLJ Z - - - —-—-—-—- —-—- —-— -—-— -—-—-—- g Fna SHEET NUMBER: PV SYSTEM SITE PLAN o :. SCALE: 1/16"= 1'-0" a Vm �o N 0 0 00 Op c me o ur y 3 m 2 0 oZ7 0 00o m c C m_N �O m0 u> N0 3 Op on C cc my N# 0 0 (n -U < G m D r m m K w w C') z 0 N m y m y -i O X O O �m 'mm O �a Z c i 20 INSTALLER:VIVINT SOLAR ;m gm INS TALLER NUMBER:1877.404.4129 ��"O�� Swiniarski Residence P�/ 2. Salem,MA 01970 p m ROAO1F� ^y MA LICENSE:MAHIC 170848 V v U Y 26 Columbus Ave V PLAN ORAWNBV:RBR JAR41324S Last Modified 1/28/2015 UTILITY ACCOUNT NUMBER.50505-14009 CLAMP N MOUNTING SEALINGj N N PV3.0 DETAIL WASHERQ LOWER4)a�rc SUPPORT �nb E-i �UEi PV MODULES, TYP. MOUNT co OF COMP SHINGLE ROOF, FLASHINGC PARALLEL TO ROOF PLANE MIN 3 5 5116"0 x 4 1/2" PV ARRAY TYP. ELEVATION STEMINIEL LAG MUM SCREWS NOT TO SCALE TORQUE=1332 ft-Ibs CLAMP ATTACHMENT NOT TO SCALE � a •o CLAMP+ - ATTACHMENT CANTELEVER U4 OR LESS �G COUPLING A L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE MODULE CLAMP SPACING. g m COUPLING PERMITTED ATTACHMENT CLAMP+ CLAMP CLAMP w w COUPLING SPACING PHOTOVOLTAIC MODULE z w .. z 0 � Z w N a 3 z z , SHEET NAME: L=PORTRAIT 7 N CLAMP SPACING Z O LU ❑ LU ECO 2 Cl L=LANDSCAPE MODULEIBLE PV SYSTEM MOUNTING DETAIL SHEET NUMBER: CLAMP SPACING (MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE 1 M NOT TO SCALE a Inverter Ratings(Guide Section 4) Q Conduit and Conductor Schedule Invrter MekelMMel Enpke8a M215,60,2LLS2x-ZC 1. PoevlpWn Wmm, pot Conemwc urs",Try. Condmt SQe MODULE DETAIL Max DC Vat Rating 45 vats 1 Enpba "age wim Imal 12. R. rai CD Max Power®40°c 215 wem V ca Nominal AC Vdtege 'a Vi a—Ccppn ri IEGGG EeI 6AWG a A-FI@PY NIA�Fra Nr r_ a Trina Solar TSM-245 PA05.18 Max AC Current 0.e Amps 2 TNv°Ns 1o. e N Pvc a-ImCD SOLAR MODULE Max OceC Rating 201 Ampa 2 TNwNa-court enwG t Pvc o-rto Max Number of PanelyGrcuit t] 6 T..1 eAWG 2 PVC ..2-cori TAW. I NOTES FOR INVERTER CIRCUITS(Guide Seatlon B and 91, Q U.W be It IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH,DOES THIS PV Module Ratings@ STC(Guide Section 5) �E�2 Enphase M21560-2LLv^2x-ZC SWITCH MEET THE REQUIREMENTS'/ _ z MICRO-INVERTER AT YES NO XNA Model MakelModel Tnna Solar TSM-245 PA05.18 oE' Max Pova int Carent(imp) 8.13 Amps �Um2 EACH MODULE,ATTACHED (n m—O S2j IF OCKET METER DOES THIS METE0. Max Power-Point Voltage Nmp) 30.3 Volts nt rq0 WITH ECO HARDWARE - SOCKET MEET THE REQUIREMENTS? Openw ircuit Vmhege0/oc) 37.5 Volts L� O YES NO XNA Bhomcimun Cannot Tac) 068 Amps C 3.)SIZE PHOTOVOLTAIC POWER SOURCE(DC)CONDUCTORS Max Series Fuse(OCPD) 15 Amps °E BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD Nominal Maximum Power at STC(Pmu) 1 245 Watts MICROINVERTER CON INJECTION RATING AT DISCONNECT. Maximum System Voltage 1000(IECY600(UL) TO ENGAGE TRUNK CABLE 0)SIZE INVERTER OUTPUT(AC)CONDUCTORS ACCORDING Voc Temperature Coelfcbnt 41.ffi %PC !A ^ TO INVERTER OCPD AMPERE RATING(So.Guido Beene,9). V/ V 5.)TOTAL OF 2 INVERTER OCPD(sj.ONE FOR EACH NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 8 and Appendix of, PV CIRCUIT.DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120%BURSAR EXCEPTION IN 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme NEC 690.64(B)(2)(a)2 XYES NO dry bulb lempereturs for ASHRAE location most similar to installation location: -19°C #6 BARE CU GROUND (GROUNDING ARRAY) Signs(See Guide Section 7) 2.)Highest continuous ambient temperature based on ASHRAE highest month 2%dry bulb temperature for ASHRAE location most similar to installation location: 39°C Sign for inverter OCPD and AC Disconnect: 3.)2005 ASHRAE fundamentals 2%design temperatures do net exceed 47°C in the United Steles(Palm Springs,CA is 44.1°C).For less than 9 cument-cxrrying conductors Solar PV System AC Point of Connection in mmfmounted sunlit conduit at least 0.5"above roof and using the outdoor design AC output Cuoent 16200000 Amps temperature of 47°C or less(all of United States). ••��rkk��� Nominal AC VoBege 240 Volts a.)12 AWG,90-C conductors are generally acceptable for modules With Ise of 7.68 Amps Y '^ or Was when protected by a 12-Amp or smaller Mae. it THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) re b.)10 AWG,90°C conductors a generally acceptable for modules with Ism of 9.6 Amps or less when protecledb a 15-Arnp or smallerfuse. �® NOTE: NEUTRAL CONDUCTOR(S)OMITTED FOR CLARITY ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR •� pe PV CIRCUIT 1: 12 MODULES/PARALLEL Ap � Ze ENVOY BOX S _m 2 • • • O O N ad U 1 = E a z p > 7 E m � zriire �` • • • J` �` C C to SIEMENS � z be 1\0,Gp MURRAY 60A/240V SIEMENS Q ¢ = 3 ---- ---T \OG OG COMBINER uNFUSED 60A/240V J 4a PO\ip. sk PANEL 125A/240V NEMA3 FUSED NEMA3 ? i O j \\" C LWO04NR SREC/ANSI LNF222R OR GF222R OR EKISTING SHEET PV CIRCUIT 2: 6 MODULES/PARALLEL I Oq`\�PL� OR EQUIVALENT METER EQUIVALENT EQUIVALENT O ENTRANCE NAME: CONDUCTORS Ofi • • • 2 t \O.P RATED:100A LU O O 1 15A E 1.0 I \\ 15A I V' SUPPLY-SIDE �` • • • S S i \ 30A SOLAR TAP \ NEc Tns32lAt SHEET NUMBER: ___ __ ____ _________N ..... _______ ____ _ _______ _ _ 240V/200A \\ MILBANK VISIBLE/LOCKABLE l PANEL O JUNCTION BOX Z \\ 3 EQUDALOENT 3 'KNIFE'A/C 3 3 WITH IRREVERSIBLE NEC 2014 Compliant GROUND SPLICE E 1.0 \• E 1.0 U5934-XL-BLG E 1,0 DISCONNECT E 1.0 E 1.0 TO EXISTING LU LOAD-CENTER § ) ) ( §\ be 0 Acb . � ,© v\g R .L e ' S+Naq§ Residence PV e_a_ *o / LOGIC1170848 _ems , _ , Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Project Information Project Name: MICHAELSWINIARSKI Project Address: 126 COLUMBUS AVE,SALEM MA A.System Description: The array consists of a 4.41 kW DC roof-mounted Photovoltaic power system operating in parallel with the utility grid.There are(18) 245-watt modules and(18)215-watt micro-inverters,mounted on the back of each PV module.The array includes (2)PV circuit(s).The array is mounted to the roof using the engineered racking solution from Ecolibrium Solar. B.Site Design Temperature: (From Boston Logan INT'L ARPT weather station) Average low temperature: -21.1 °C (-5.98'F) Average high temperature: 38.4°C (101.12°F) C. Minimum Design Loads: Ground Snow Load: 40 psf (State Board BR&S) Design Wind Speed: 100 mph (State Board BR&S) 2. Structural Review of PV Array Mounting System: A.System Description: 1.Roof type: EcoX Comp. Shingle 2.Method and type of weatherproofing roof penetrations: Flashing B. Mounting System Information: 1.Mounting system is an engineered product designed to mount PV modules 2.For manufactured mounting systems,following information applies: a.Mounting System Manufacturer: Ecolibrlum Solar b.Product Name: ECorail c.Total Weight of PV Modules,MicroInverters,and Racking: 867.6 Ibs d.Total number of attachment points: 40 e.Weight per attachment point: 21.69 Ibs E Maximum spacing between attachment points: *See attached engineering talcs g.Total surface area of PV array: 316.98 square feet h.Array pounds per square foot: 2.73 Ibs/square foot i.Distributed weight of PV array on roof sections: -Roof section 1: (12)modules,(24)attachments 22.4 pounds -Roof section 2: (6)modules,(16)attachments 16.8 pounds per square foot vivint. 3. Electrical Components: A. Module (UL 1703 Listed) Qty Trina TSM 245-PA05.18 18 modules Module Specs Pmax-nominal maximum power at STC - 245 watts Vmp-rated voltage at maximum power - 30.7 volts Voc-rated open-circuit voltage - 37.3 volts Imp-rated current at maximum power - 7.98 amps Isc-rate short circuit current - 8.47 amps B.Inverter (UL 1741 listed) Qty Enphase M215-60-21 L-S22 18 inverters Inverter Specs 1. Input Data (DC in) Recommended input power(DC) - 260 watts Max.input DC Voltage - 45 volts Peak power tracking voltage - 22V-36V Min./Max.start voltage - 22V/45V Max.DC short circuit current - 15 amps Max.input current - 10.5 amps 2. Output Data (AC Out) Max.output power - 215 watts Nominal output current - 0.9 amps Nominal voltage - 240 volts Max.units per PV circuit - 17 micro-inverters Max.OCPD rating - 20 amp circuit breaker C.System Configuration Number of PV circuits 2 PV circuit 1 - 12 modules/inverters (15) amp breaker PV circuit 2 - 6 modules/inverters (15) amp breaker 2011 NEC Article 705.60(B) vivint. L_ D. Electrical Calculations 1.PV Circuit current PV circuit nominal current 10.8 amps Continuous current adjustment factor 125% 2011 NEC tlmde 705.60(B) PV circuit continuous current rating 13.5 amps 2.Overcurrent protection device rating PV circuit continuous current rating 13.5 amps Next standard size fuse/breaker to protect conductors 15 amp breaker Use 15 amp AC rated fuse or breaker 3.Conductor conditions of use adjustment(conductor ampacity derate) a.Temperature adder Average high temperature 38.4 cC (101.12°F) Conduit is installed 1"above the roof surface Add 22°C to ambient 2011 NEC Amde 705.60(B) Adjusted maximum ambient temperature 60.4°C (140.72°F) b.PV Circuit current adjustment for new ambient temperature Derate factor for 60.4°C (140.72°F) 71% 2011 NEC Nmcle 705.60(B) Adjusted PV circuit continuous current 19 amps c.PV Circuit current adjustment for conduit Fill Number of current-carrying conductors 6 conductors Conduit fill derate factor 80% 2011 NEC Amck 705.60(B) Final Adjusted PV circuit continuous current 15.2 amps Total derated ampacity for PV circuit 15.2 amps Conductors(tag2 on 1-line)must be rated for a minimum of 15.2 amps THWN-2(90°C) 414AWG conductor is rated for 25 amps (Use#14AWG or lager) 2011 NEC Anide 705.60(B) 4.Voltage drop(keep below 3%total) 22 parts: 1.Voltage drop across longest PV circuit micro-inverters(from modules to j-box) 2.Voltage drop across AC conductors(from j-box to point of interconnection) 1.bLrco-inverter voltage drop: 0.05% The largest number of micro-inverters in a row in the entire array is 3 inCircuit 1.According to manufacturer's specifications this equals a voltage drop of 0.05%. 2.AC conductor voltage drop: =I x R x D (=240 x 100 to convert to percent) = (Nominal current of largest circuit) x(Resistance of#14AWG copper)x(Total wire run) = (Circuit 1 nominal current is 10.8 amps)x(0.00319Q)x(210� +(240 volts)x(100) 3.01% Total system voltage drop: 3.06% vivint. EcolibriumSolar Customer Info Name: 4132496 Email: Phone: Project Info Identifier: 22934 Street Address Line 1: 126 Columbus Ave Street Address Line 2: City: Salem State: MA Zip: 01970 Country: United States System Info Module Manufacturer: Trina Solar Module Model: TSM 245-PA05.18 Module Quantity: 18 Array Size (DC watts): 79380.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: Enphase Energy Inverter Model: M215 Project Design Variables Module Weight:44.8 Ibs Module Length: 65.0 in Module Width: 39.1 in Basic Wind Speed: 100.0 mph Ground Snow Load:40.0 psf Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load-Upward: 820 Ibf Lag Bolt Design Load-Lateral: 288 Ibf EcoX Design Load- Downward:493 Ibf EcoX Design Load- Upward: 568 Ibf EcoX Design Load - Downslope: 353 Ibf EcoX Design Load -Lateral: 233 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-05): 1 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: No Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 25.0 ft Roof Slope: 36.0 deg Truss Spacing: 22.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.62 0.62 0.62 Roof Snow Load 20.8 20.8 20.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.5 2.5 2.5 psf Snow Load 20.8 20.8 20.8 psf Downslope: Load Combination 3 11.4 11.4 11.4 psf Down: Load Combination 3 15.7 15.7 15.7 psf Down: Load Combination 5 18.1 18.1 18.1 psf Down: Load Combination 6a - 24.3 24.3 24.3 psf Up: Load Combination 7 -15.9 -18.9 -18.9 psf - Down Max 24.3 24.3 24.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.6 66.6 66.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 22.0 in 66.0 66.0 66.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.2 22.2 22.2 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 45.0 45.0 45.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 22.0 in 44.0 44.0 44.0 in Max Cantilever from Attachment to Perimeter of PV Array 15.0 15.0 15.0 in EcolibriumSolar Layout n Skirt e Coupling O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with 0 Bonding Jumper maximum allowable overhang. EcolibriumSolar Plane Calculations (ASCE 7-05): 2 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: No Average Roof Height: 25.0 It Include Snow Guards: No Least Horizontal Dimension: 25.0 ft Roof Slope: 35.0 deg Truss Spacing: 22.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.64 0.64 0.64 Roof Snow Load 21.5 21.5 21.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.5 2.5 2.5 psf Snow Load 21.5 21.5 21.5 psf Downslope: Load Combination 3 11.6 11.6 11.6 psf Down: Load Combination 3 16.5 16.5 16.5 psf Down: Load Combination 5 18.1 18.1 18.1 psf Down: Load Combination 6a 24.9 24.9 24.9 psf Up:Load Combination 7 -15.9 -18.9 -18.9 psf Down Max 24.9 24.9 24.9 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 65.8 65.8 65.8 in Max Spacing Between Attachments With Rafter/Truss Spacing of 22.0 in 44.0 44.0 44.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.9 21.9 21.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 43.9 43.9 43.9 in Max Spacing Between Attachments With Rafter/Truss Spacing of 22.0 in 22.0 22.0 22.0 in Max Cantilever from Attachment to Perimeter of PV Array 14.6 14.6 14.6 in EcolibriumSolar Layout r� 777 I j d � t1n k Iti jl f I �X i �Vye1 yF y a � X r � Skirt e Coupling O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with 0 Bonding Jumper maximum allowable overhang. EcolibriumSolar Distributed Weight (All Planes) In Conformance with Solar ABC's Expedited Permit Process for PV System (EPP) Weight of Modules: 806 Ibs Weight of Mounting System: 80 Ibs Total System Weight: 886lbs Total Array Area: 318 ft2 Distributed Weight: 2.79 psf Number of Attachments: 40 Weight per Attachment Point: 22 Ibs Bill Of Materials Part Name Quantity ECO-001_101 EcoX Clamp Assembly 40 ECO-001_102 EcoX Coupling Assembly 12 ECO-001_105B EcoX Landscape Skirt Kit 6 ECO-001 105A EcoX Portrait Skirt Kit 0 ECO-001_103 EcoX Composition Attachment Kit 40 ECO-001_116 EcoX Flat-Tile Flashing 0 ECO-001_117 EcoX S-Tile Flashing 0 ECO-001_118 EcoX W-Tile Flashing 0 ECO-001_363 EcoX Lower Support-Tile 0 ECO-001_109 EcoX Electrical Assembly 2 ECO-001_106 EcoX Bonding Jumper Assembly 9 ECO-001_104 EcoX Inverter Bracket Assembly 18 ECO-001 338 EcoX Connector Bracket 18