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M C v, b a O(d O N G W R4 A ' P� F W .. .: ., N .. .: O fV .7. z z Q W .: N •n v vi V b SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) I Ulo gJf t � LLJ1h&jf 1l License Number Exp• do Date Name of CSL Holder at baon �} List CSL Type(see below) U No.and Street Description n r �./� Z�7t.l� Unrestricted(Buildings up to 35,000 cu.ft.) T7 R Restricted 1&2 Family Dwelling City/rown,State,ZIP M Masonry RC Roofing Covering WS Window and Siding (en' ,,'(� q(� 1 n SF Solid Fuel Burning Appliances `e `•C)5 ijL(; ,I BG1�Gl111N'vtvintSOIGr,EOm I Insulation Telephone U Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) I, 6 nit l Vments��utr HIC Registration Number on Date HIC Company Name or BE Regiant Name t4 CIS M\I1'0S til el1Vd. Valle;uevvntStACcr•Ceitn No.and Street Email address uniut wet (01-1.9 t •OR43 City/Town, State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE APl''1DAVIT(NLG.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 11 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 \IN.! s\k S A la( to act on my behalf,in all matters relative to work authorized by this building permit application. See. PAAlkurta contact 1612-cli�& Print Owner's Name(Electronic Signature) ate 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' ih' p 'cation is it .• accurate to the best of my knowledge and understanding. 101EV/ ) Print Owner's or Authorized Agent's Name(Electronic Signature) Date • NOTES: 1. An Owner who obtain¢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 MC Program can be found at www.mass.aov/oca Information on the Construction Supervisor License can be found at www•mass.aov/dos 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts t^ fl Department ofIndustrial Accidents 1 Congress Street,Suite 100 "!y Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Eiectricians/Plumbers.- TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name (Business/otganization/Individual):V tv I nk Sbt&V Day. U U. C Address: I 8eO , ft Sh tcn Thud . (careerato oddlreSs J City/State/Zip: Lehi J-T• 8140 L-I 3 Phone 1t: S' . aac71 . Coq St-1 Are you an employer?Check the appropriate box: Type of project(required): 1.Q-&' 'a employer with Z J rnEmployees(full and/or part-time).* 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required] 3-0[am a homeowner doing all work myself[No workers'comp.insurance required.] 9. ❑Demolition 4. [am a homeowner and will be hiring contractors to conduct all work on 10 0 Building addition ❑ g my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors fisted on the attached sheet. 13. Roof re alts These sub-contractors have employees and have workers'comp.insurance.: sa We are a corporation and its officers have exorcised their right of ]4.$Othef 6. ❑ exemption per MGL c. JJ"" 152,§1(4),and we have no employees.[No workers'comp.insurance required] *Any applicant that checks box tk t must also fill out the section below showing theirworlcers'compensation policy information. t 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 subcontractors 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. Car) Insurance Company Name:`{ t-ten —n-1,�Ca ) ` 1/4-1 I Y 1 G h =ns u{fin ee Policy#or Self-ins.ILic.#: `NC- ) c}— 1 COCA �-I0 el Expiration Date: I I � i r ,q Job Site Address:A .P M:11)01 3 - City/State/Zip: W .y Q,(LAVaitlik Mier Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).023;13 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under ,ains and penalties of perjury that the information provided above is tr/ueand correct Signature: �-- Date: 16` 2f-t! I` Phone#: ) t . ahao) . co(--1 S-9 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: of•r4R TOWN OF YARMOUTH ,: z C BUILDING DEPARTMENT o Y"'i °g y 1146 Route 28,South Yarmouth,MA 02664 N ar 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR,Chapter 1,Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at S..e P$'t Q,bj 'fl wegr Notrtkosie. Work Address Is to be disposed of at the following location: (AS WI its S -rt t .kr* ' MP( Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. ��" 2-->? 7 1 U -z- ie Signature of Application Date Permit No. • ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME` 1225 11TH STREET,SUITE 1300 t N .NNEo FIT (NC NGD .No): DENVER CO 80202-5534 E-MAIL Ann:Denver.CertRequest@marsh.com I Fax:212-948-4381 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:Axis Specialty Europe INSURED INSURER 8:Zurich American Insurance Company 16535 Mvim Solar,Inc, Mvint Solar Developer LLC INSURER e:American Zurich Insurance Company 40142 1800 W.Ashton Blvd. INSURER D:Navigators Insurance Company 42301 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003173419.12 REVISION NUMBER: 7 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OFINlURI1NCE 'ADDLSUBR POLICY EFF POLICY EXP LIRINSD WVD POLICY NUMBER ,IMMIDDIYYYYI IMMIDDTYYYI LIMITS • A X COMMERCIAL GENERALUABIUTY 3776500117EN 0129/2017 11/01/2018 EACH OCCURRENCE f 1.000,000 • CLAIMS-MADE Ei OCCUR PREMI occurrence) 1,000.000 PREMISES(Eeoccurrence) f MED EXP(Any one person) f 10,000 • PERSONAL&ADV INJURY f 1,000,000 GENII AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE f 2,000,000 X POLICY Ter- LOC PRODUCTS-COMP/OP AGG f 1,000,000 OTHER: • 5 B AUTOMOBILE IJASIL.TY BAP509601503 11/01/2017 . 11/012018 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident X ANY AUTO BODILY INJURY(Per person) S — ONMED SCHEDULED BODILYINJURY(Per accident) S AUTOS ONLY AUTOS _ _ X HIRED K NON-OWNED PROPERTY DAMAGE $ _ AUTOS ONLY AUTOS ONLY (Per accident) Comp/Coll Ded $ 250,000 A % UMBRELLALAB X OCCUR 3776500217EN 01292017 111012018 5,000,000 EACH OCCURRENCE _ S X EXCESS UAB CLAIMS-MADE GL Only AGGREGATE f 5,000,000 DED RETENTIONS S C WORKERS COMPENSATION WC509601303(ADS) 11/01/2011 11/01/2018 X SPER TATUTE ERH AND EMPLOYERS'LABIUTY B ANYPROPRIETORIPARTNERIEXECUlVE V/N WC509601403(MA) 111/012017 11/01/2018❑N E.L.EACH ACCIDENT 5 1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) - • EL.DISEASE-EA EMPLOYEE S 1,000,000 Ir yea,deeolihe under 1,004000 DESCRIPTION OF OPERATIONS below • E.L.DISEASE•POLICY LIMIT S D EXCESS LIABILITY GA17EXC8B89191V ,11/012017 11/01/2018 EACH OCCURRENCE $5,000,000 AUTO/EL ONLY AGGREGATE $5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Revert.Sciwdub,may 6e attached If mon apace b required) CERTIFICATE HOLDER CANCELLATION Town of Yarmouth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1146 Route 28 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN South Yarmouth,MA 02664 ACCORDANCE WITH THE POLICY PROVISIONS, . AUTHORIZED REPRESENTATIVE – or Marsh USA Inc. Kathleen M.Parolee gxfdgdeatow in.tataae. 01988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD • • ' Of/e Watriroan( yea/ tiai't aliac%teJet Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration . a- _ . - Type: Supplement Card Registration: 170848 VIVINT SOLAR DEVELOPER LW. Expiration: 01/04/2020 1800 W.ASHTON BLVD. - eV LEHI•UT 84043 t Update Address and Return Card. SCA 1 0 20M-051t7Y6.t ¢r�j Crosonri va 14€meaatiateette Deets et Conatser Mhbr a Business Regulation HOME IN000IEMENr CONTRACTOR TYPE:Satese nest Cad ?.Qerssoe veils b nowWwl use Jelly ' Ew* tion rebs se erpora000 late R bond return to 1 ".74A'S tt.-Li 01;042020 Ora or Coteswear IP**and surer Reglad. N:hT SOLAR^RF-t17• .1...11 ili2 ,o Pont mete•`s.rr. 7g 137 eN:eNareL °t '/ 13-t-1: h.ASrI Oil 3ur.r.‘" LE-is, sj• a✓.sta Undersecretary Not veliiir signature ® Massachusetts Department of Public Safety Construction Supervisor Board of Building Regulations and Standards Restricted to: License:CS-106675 Unrestricted-Buildings of any use group which contain Construction Supervisor less than 35,000 cubic feet(991 cubic meters)of n enclosed space. BRIEN LANOILL 712 UNION STREET i HANOVER MA 0233* .i,, 11 �' .-' ^r moi"a "rt Expiration: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Commissioner 01/09/2019 PPS Licensing information visit: WWW.MASS.GOV/DPS vivint solar 800 W Ashton Blvd. Structural Group Lehi, UT 84043 J.Matthew Walsh, SE,PE Senior Structural Engineering Manager /ames.walsh@vl vl n tsolar.com August 22,2018 Re: Structural Engineering Services • Ferreira Residence 36 Appleby Rd,W Yarmouth,MA S-5968056;MA-03 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs,sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. 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: A. Description of Residence: The existing residence is typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components and consists of the following: • Roof Section 1: Dimensional lumber- 2x8 at 16" on center and 2x6 collar ties at 48" on center. Survey photos indicate that there was free access to visually inspect the size and condition of the roof members. B. Loading Criteria 9.75 PSF= Dead Load(roofing/framing) 2.59 PSF= Dead Load(solar panels/mounting hardware) 12.34 PSF=Total Dead Load 20 PSF= Roof Live Load 30 PSF=Ground Snow Load(based on local requirements) Wind speed of 140 mph(based on Exposure Category B-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) C.Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Unirac, Inc. Installation Manual", which can be found on the Unirac, Inc. website (www.unirac.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1�/z"thick and mounted 41/z" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw(5/16"x 4I/s") is 235 lbs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir. Based on our evaluation, Page 1of2 vivint. solar Page 2 of 2 the pullout value, utilizing a penetration depth of 2'/2", is less than the maximum allowable per connection and therefore is adequate. 4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above,using the wind load uplift procedures of ASCE 7-10 and is specified below. The following values have been verified by in- house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered,where possible,to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Edge Corner Interior Edge Corner Max Vertical Spacing (in) 40 40 40 66 66 66 Max Horizontal Spacing (in) 48 48 48 48 48 48 Max Uplift Load(lbs) 205 166 155 346 279 261 D.Summary Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2015 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above,or if more information is required,please contact me. Regards, 3y' 2 ir °sem j �` J.pATT , N k m J. Matthew Walsh, SE, PE /7IN' l w MA License No.54057 NO.54057 0.540577 \�.FG/STEP(_dy s`r/ONAI EIC"' 08/22/2018 vivint. solar MlISUIC I IUNAL NO I ES: GOVERNING CODES ALL NORM STALL CONFORM TOTE FOLLONMG CODES a 2015 INTERNATIONAL RESIDENTIAL CODE 4 2017 NATIONAL ELECTRICAL CODE n ANY OTHER LOCAL AMENDMENTS SHEET INDEX: COVER SHEET PV 1.0-SITE PLAN S 1.0-MOUNT DETAILS E 1.0-ELECTRICAL DIAGRAM E 20-ELECTRICAL NOTES E 3.0-WARNING LABELS E 4.0-WARNING LABEL LOCATIONS GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES: 1. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL a THE SOIM PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING MEMS DESIGNED AND LISTED FCR SUCH USE.FOR ROOFMOUNTED THE SEM SYSTEM BY UNIRAC.THE MOUNTING FEET ARE TO BE SPACED AS ' SYSTEMS.WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF SHOWN IN THE DETAILS.MD MUST BE STAGGERED TO ADJACENT FRAMING THE ROOF SURFACE. MEMBERS TO SPREAD OUT THE ADDRONAL LOAD. a \ 2. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE MOUNTING ANCHORS SHALL BE Xt LAG q. \ CORRECTED ON INSTALLATION SCREWS WITH A MINIMUM OF 2)7 PENETRATION INTO ROOF FRAMING. 'a. , 3. SYSTEM SHALL BE INSTALLED Al ACCORDANCE WITH AU.RELEVANT CODE p, THE PROPOSED PV SYSTEM ADDS 28 psf TO THE ROOF FRAMING SYSTEM 9P,. n • 4. RAPID SHUTDOWN INITIATION TARES PLACE WITHIN THE FIRMWARE OF THE I. ROOF LIVE LOAD•20 psi TYPICAL,0 Pcf UNDER NEW PV SYSTEM. • % INVERTER RAPC SHUTDOWN COMMENCES UPON LOSS OF UULRY SOURCE/. GROUND SNOW LOAD•D psI VOLTAGE t WIND SPEED=140 mph . 5.. SEE'E1.0 AJD'E2D FOR DIAGRAMS,CALCULATICNS, g ATICNS,SCHEDULE AND EXPOSURE CATEGORY=B t. SPECEIUTIONS vivint.Solar 936 Appleby Road 1 1800 ASHTON BLVD.LEHI,UT,84043 O 1.871.604./129 MA LICENSE: HIC-170848, ,\ • - ME-15688A.SS-002342 ' PHOTOVOLTAIC SYSTEM SPECIFICATIONS: FERREIRA RESIDENCE • SYSTEM SIZE-14.400kW DC(10.000kW AC YARMOUTH.IM ROD'16I3 MODULE TYPE 8 AMOUNT-(48)Jinko Solar.JKM300M-60B UTEMY ACCOUNT t:1422 793 0030 pod Ra - ' • MODULE DIMENSIONS-(LIWM)66.00'139.0571.5T porei - 1, INVERTER-(1)SOLAREDGE10000H-US SERVICES:& COVER INTERCONNECTION METHOD-SUPPLY TAP REGIONAL CENTER:LINO DATE.ATtIZ IU • DRAWN BY:DN SHEET' N. PV STRING(St (Jul-SELI ION 5: ' Q SLOPE•20 SYSTEM LEGEND ® N)16 MODULES •MUTH-245 PV SYSTEM SIZE: TERIAL- NEW 14.4004W DC I 10.000NW AC ® 2)16 MODULES 41PSANGLE 2 SLOPE-20 WEN ENCR RAN S.NICE PANEL • ® N3116 MODULES MUTH•65 ®POUT PONT OF WTFRLWNETGIN DEO TO unutt MATERIAL- METER a23I7276 CpAPSWNGIE In NEW W SYSTEM AC OLSCGINECT.LOCATED • WHIN WV MSP. 1 E I N SYSTEM WARIER:SCIAGEDOE 1 O I R RED E NEW I{L..IJ4 48NOWS LME EDGE P320 m0014 ES. 1 I NEW SOUR EDGE P3ACP IDLE. 3.MWNTED ON TREMOLO,EACH MODULE. PV NDUIT /1//,:f9 / O I NEW NEW JUNCTION BOX. 1 EEIDLOTON IMO;O; 1 / ii r \� M 1 NEW JMCTGNBOAIWMTTEDn/WMOdAE O ,� IAC AU L I di>1 � (1411111\Li 1 LI O 1 I I , 27 \\\\>\>,\.\\< , • 1 , %A/ . \ 1 I /f// // 1 4 0 � vivint.Solar 1 4 1.877.404.4129 1 1 I_—----------------------------------------_----- FERREIRA RESIDENCE 36 APPLEBY RD YARMOUTH MA 0267336 APPLEBY RD YARMOUTH.MA.02673 UTILITY ACCOUNT 8:14227930030 FRONT OF HOUSE. SITE PLAN "SERVICE G4N PV 1.0 OPERAIWGCENIER MAN DATE eaSCALE:L16'=I.O PEGD`RAw,isy DM ., S MOUNTING LEGEND .....• 3) Alittel` I .. it �' I1 SII' Ii G►' ii1 - 4 SFM-9"ATTACHED SPLICE e . or- Pa' i✓�• SFM-TRIMRAIL WITH 1 SFM-ROOF ATTACHMENT 2 SECTION VIEW 3 ROOF ATTACHMENT 5 SFM-r RAIL 51.0 eaWsrSE SI MA TO sxe $I0 'OTws^'E S1.0 ren mrrE Si � COANIG �n 'Fur rI ` Snit' � I s ra o�..I NDING LUGS I"'l l"'! wrs �• 10 •II "r- II'1I II"I locus ,I WWI • MODULES IN PORTRAIT/LANDSPACE IIIIIIui 1110.101. isvam.PtiCeaET.®e �xOTm�WE ruw.wwor....rw. Yy 6 SFM LAYOUT ' 6 SFM-9"SPLICE laMPAL 51.0 POT TOWC9e 51.0 14410 SOW 1 vivint.So lar in PDRTNT.ws6'0ITIL 1.877.464A129nzs N saw rT 40. ( FERREIRA RESIDENCE r T 35 APPLEBY RD 1 �' �� -- ' �7y� S:1YMNO11TN. 02813 1D PV SYSTEM MOUNTING DETAIL 11 SFM-TRIMRAIL iF-• UTILITY ACCOUNT S:19221930030 SL0 'wm sue 51.0 NOf10 w6.afS SERVICES 65963056 N MOUNT DETAILS OFWRq nSCOREAMA43 S 1.0 NATE:8/12/2016 SCALE:NOT TO SCALE `DRAWN IV.DN Photovoltaic System _ Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) DC System Sin(Watts) 14400 Tag* Description Wire Gauge Nor Conductors/Color Conduit Type Conduit Size 8 AC System Size(Watts) . 10000 _ 1 PV Wire 10AWG 2(V+,V-) N/A-Free Air N/A-Free Air m8 Total Module Count 48 1 Bare Copper Ground-EGC 6 AWG I BARE N/A-Free Alt N/A-Free Air 61 m m c c 2 THWN-2 10 AWG 613V+,3V-IB/R EMT 3/4" z> 2 z^'.. 2 THWN-2-EGC 12 AWG 1(GRN) EMT 3/0' 5 c 3 THWN-2 6AWG 3(1111121N)B/R/W EMT 3/4" m 3 THWN-2-EGC 10AWG 1(GRN) EMT 3/0" [ m 2 'g O THWN-2 6 AWG 3(1111121))8/R/W EMT 3/0' _ u < [0 4 THWN-2-GEC B AWG 1(GRN) EMT 3/4" 3 E 5 L 03 0 V) wiz C a5 es co coii u V cm re n Solar Edge SE10000HU5 g '� 'T C1l1to ANSI ON . i en E1x.1-2008 Rapid snumwm Paint ofl rxt10S.11)A Sopply Side i 2 0� STRING 1:16 w O © 16 Disconnect Squarer) 1 > ] .+ MODULES W:xxge 240V/60A Square D D2urNg p c W w/OPTIMIZERS . . � UaluaS,MM'V.or 240V/60AweM,NCMA3, _i us w in eaulrnaal t4Nh7ST or equivalem,WN 2s-c 2C t E •I._ r Q — w-Mmoot* z z < g STRING 216 PV 0 © —Tr— - 0 disdrN 3400/x004 SHEET N MODULES Service PaIW,Angle W/OPtIMI2fA5 .1. . � � �x PNSRisidixWA Maim NAME:ea Disconnect �� • C I— STRING3:I6PV 0 © 16 \ �A 7 —1MODULES i :5— W/OPTIMIZERS L� HEIMeluc6an b[ —� 3 r)1 O —� O ♦ (1 SHEET 4 I Y R6nimmGKsitt4 NUMBER: L- I AWG copper 4BPV MOWIES PER IHVFRTea-l44O WATTS WH dMIo[eaDle knUV AC M si Dicocsade'We IC SIC Disconnect Disconnect In Sight of Tap vet W • • PV Module Rating @ STC Conductor Calculations m Module Make/Model links Solar 1KM300M 60B m 8 Max.Power-Point Current Imp) 9.21 Amps Wire gauge calculated from code art-310.15(B)(16)with ambient temperature calculations fromrd N a Max.Power-Paint Voltage(Vmp) 32.6 Volts art 330.15(B)(2)(a), c i a « For Roof'conductors see use the 90'C column ampacity,the relevant ambient temperature '- f ^' Open-Circuit Voltage(Voc) 40.1 Volo m i ,d. adjustment,and raceway filladjustmentsthe 75t from 310.15(8)(16). • _, •E. _. Optimizer Solar Edge P320 Short-Circuit Current Osc) _ 9.72 Amps For*Off Roar conductors we use the]YC column ampadty,o the 90Y column ampacity with m ' p DC Input Power 320 Watts Max.Series Fuse(CCPD) 20 Amps the relevant ambient temperable and raceway fill adjustments,whichever is less. t mi ii DC Max.Input Voltage 48 Volts Nom.Max.Power at STC(Amax) 300 Watts The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous (^ a i DC Max.Input Current 13.75 Amps _ Max.System Voltage 1000 VDC 0.11./IEC) duty uprated output current 3 t DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.29 J 96/C Calculation Example-Wire RatIng(90-C)x Ambient Temperature Adjustment x Conduit Fill 5 Max.string rating inverter dependent.See SE documents. Argusbrent>•Continuous Duty Output Current Inverter Make/Model Solar Edge 5E1o003H-u5 AC Output Current According to art.690.8(3511 41.67_Amps (On Roof,Tag 2):10 gauge wire rated for 40 A, 40Axis 0.8(fi Conductors)=32 A a=18.75 A CEC Efficiency 99 96 - Nominal AC Voltage 240 Volts (Off Roof,Tag 3):6 gauge VAre rated for 65 A 65 An52.08A AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) (Off Roof,Tag Q:6 gauge wire rated for 65A 65 A>•52.08A 1._ Cont.Max.Output Current 42 Ampsr6 DC Max.Input Current _ 27 Amps Rooftop conductorampacrties designed M compliance with art. O Short Circuit Current 42 Amps 690.8,Tables 310.15(81(21(a),310.15(9)(3)(a),310.1513)(31((), gra Max.Output Fault Current 42A/20 ms 310.1516)(15),Chapter 9 Table 4,5,&9.Location specific temperature obtained from ASHRAE 2017 data tables. •• ASHRAE 2017- . Highest Monthly 2%D.B.Design Temp.:29.1'C es Lowest Min.Mean Extreme D.B.:-19.2'C ens `...:- Li U cn OCPD Calculations v. e • Breakers sized according to continuous duty output current PV circuit nominal current based off z m inverter continuous output current X(1.25(art.690.8(4). .i Inverter 1:SE10000H-US Max Output=41.67Ax 1.25[alt 690.8(A)) z re e =52.08 A<60 A(OCPD) 5g .Ii system output current w/continuous duty=52.08<60A(System OCPD) c w w W w Q V O Q I Other Notes I in I scall •Designed according to,and all code citations are relevant to,the NEC 2017. SHEET •NI interior raceways carrying DC current shall be metallic. NAME: el • Z m 2 6 (SHEET NUMBER: N W s. O Conduit,Raceways,and 1-Boxes(Labeled Every 10')Per Plaques and Directories at the Service Equipment(MSP)and the SE10000H-US String 1 DC Disconnecting Means Per 690.53 � g 690.31(6)(316(A) Location of All System Disconnects Per 690.56181&705.1D —TONG A1C POWER SOURCEpSCONNEOr' c a < MS WARNING:PHOTOVOLTAIC POWER SOURCEmm M r r:' STRING T o r f s POWER TO THIS BUILD! •IS ALSO SU'4.. ED FROM = MAXIMUM VOLTAG- 400 :, m i 9, Interactive System Point of Interconnection Per 690.54 .FOLLOWING SOURC Ar- DISCO S LOCA •.,' MAXIMUM:CURREN IS 'CV rc i .PHOTOVOLTAIC AO POWER SOURCill RATED sr ye,} °`� ' SHO TO-D DONVERIER MAXIMUM RATE P j"C RRE 'h —��• '¢a 'o wF . RATED v NOM-OPERATING RATING iCURREN1Ta1.6T '`„ .L•. -ali, ' I♦.j':. 4 �°a .� LL '5 ¢ a HOM.OPERATNG AC VOLTAG ICO #I .r'1=+A a TER t�• r�'�� •S SE1000DH-US String DC Disconnecting Means Per 69053 3 st PV System Disconnects Per 690.1318) 1 i •c4, b. t r.g �Fear : . '� HOTOVO TRIO O.POWER SOURCE DISCONNEC INV STRING am PV SYSTEM DISCONNECTS "I e• MAXIMUM VOLTAG 4011 c. .2% MAXIMUM CURRENT 13 All Disconnecting Means Per 690 1316)&690 151D) DCT - -- NVERMII,MAXIMUN MT�»OP, CIIRRE S L__ _ _pli WARNING PV With Rapid Shutdown,Installed Within 3 h of the Service (13 ELECTRICAL SHOCK HAZARDDisconnecting Means Per 690.56(C)(1)1a) SE10000H-US String 3 DC Disconnecting Means Per 690.53 O TERMINALS ONTHE LNEAND LOAD SIDE SOLAR PV SYSTEM EQUIPPED HOTOVthM POWERSOURC DISCONNE s U) NAxBE€NERGUED 11�7NF'OPEHpOSIf10H STRING 1 WITH RAPID SHUTDOWN MAXIMUM VOLTAG ,1S A: Power Source Output Con rection,Adjacent to Back- MAXIMUM'CURRENT 001. _ fed Breaker Per 705.12 fIC49-0,CONVERTER MA9IM9NRATE;19V(IngURRE 13, es =NAMES= a5 N OUTPTURNRAPID OThE WN m TE TISWITCH TO THE M. nM' DEVIC 'OFF'POSITION TO L SYSTEM SHUTDOWN AND REDUCE Rapid Shutdown Switch Per 690.561013) SHOCK HAZARD , RAPID SHUTDO _SWITCH 0': IN ARRAY o m zm • j n > z ,u w▪ Wv, K▪ z a in SHEET NAME: r `n a m 3 3 nw SHEET NUMBER: ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8'WHITE ARIAL FONT TEXT,AND HAVE A RED BACKGROUND,UNLESS OTHERWISE DEPICTED OR DESCRIBED. en ALL PLACARDS SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS.HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. Ly a. e C MAIN BREAKER DC-RAPCU1TO•'•DUE TO SOUR �T PHOTOVOLTAIC AC POWER SOURCE ITh PHOTOVOLTAIC DC POWER SOURCE DISCONNECT `YJ RATED AC OUTPUT CURRENT:'••A �8� MAXIMUM VOLTAGE:•••A "'-value calculated for each P. S MAX OF'••AMPSPV SOURCE ALLOWED NOM.OPERATING AC VOLTAGE:"'V MAXIMUM CURRENT:"•V account,for specific value see the $ 1Om DO NOT INCREASE MAIN BREAKER RATING Property of Vivint Solar DC-TO-DC CONVERTER MAXIMUM RATED OUTPUT CURRENT:•"A previous warning label page ` z a ry 23 i n Property of MMnt Solar / \ Property of Vivin[Salar d 5 WARNING:PHOTOVOLTAIC POWER SOURCE Tin � a m 0 C ELL[OIIGISHWARNING GOCK HAZARD �� Property dVivint Solar ( CJ ',SfTEPLANPLACARD SHOWING ADDITIONAL POWER SOURCE a.P '¢ \/ AND DISCONNECT LOCATIONS.PLACARD SHALL BE ;° = E TERMINALS ON THE LINE AND LOAD SIDES MAY BE / WARNING MOUNTED ON EXTERIOR OF ELECTRICAL PANEL i! Y ENERGIZED IN THE OPEN POSITION `6J POWER SOURCE OUTPUT CONNECDON Propertyd Vivin[Sdar 3 Property of Vidor Solar DO NOT RELOCATE THIS OVERCURRENT DEVICE �—\ S PVSYSTEMDISCONNECT C3 Properly ^ Property of Vivint Solar 1/ t10 PV rapid shutdown label required by Yd Vivint Solar ' 1 RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 690.56(C)(1)indicated on E.3 //I Property:Vivint Solar I.— (13(13 0 V) C erNI NI • e5 N. N CO 0iiU IF APPLICABLE cri ROOFTOP ARRAY 7 \- I INSIDE PANEL 6 INSIDE PANEL 0 r. EVERO D •,�Op90 cP `�� (1 O 1 IF APPLICABLE s m• l 5 9q'a� YQ ) IF APPLICABLE o s t �_ 3p OO 5 3 DC W r, w r.-.. co © DISCONNECT r t $ • • INSIDE in 4—• ___, SHEET .__• _�_ ___ O AY SOLAR INVERTERSCOMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE NAME: _,5 (MAY BE ON ROOFTOP (W (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT (WHEN REQUIRED) DISCONNECT PANEL m 21.-INCTION INTEGRATED WITH (WHERE REQUIRED)BOX E d w ARRAY) TYPICAL SOLAR GENERATION INSTALLATION 3 3 a (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) SHEET ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC)CONDUIT,ENCLOSURES, NUMBER: BE REFLECTIVE.THEY SHALL CONTAIN NO SMALLER THAN 3/e'WHITE ARIAL FONT TEXT,AND RACE-WAYS,CABLE ASSEMBLIES,JUNCTION BOXES COMBINER BOXES.AND DISCONNECTS TO ALERT THE FIRE HAVE A RED BACKGROUND,UNLESS OTHERWISE DEPICTED OR DESCRIBED.ALL PLACARDS SERVICE TO AVOID CUTTING THEM.MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY ID FT(3048 MM),ABOVE SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS.HANDWRITTEN SIGNS WILL AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS OR BARRIERS. R NOT BE ACCEPTABLE. u7