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0424 SKUNKNET ROAD
�{ Skah kma4--de it e o , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /70 Parcel Application Health Division Date Issued 3 9 hS Conservation Division Application Fee Planning Dept. Permit Feelo , 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village (7,gr01&r(1;%/G Owner J�s»,�L Adhere Address � u»ky,�tlPoa� ,�nr�r�iJ/e o-7632, Telephone 3J'Y&1-4121041 Permit Request/NsMa�pjAg ZLEC7XIeBLS Oh/Rmro,=EX/ST/NG IVous,c �e!/fq�s i��•tdrs� �S I�r yiG�ruJ� /6�ure+lr Square feet: 1 st floor: existing - proposed 2nd floor: existing - proposed - Total new "- Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 74.3 Lot Size Grandfathered: O_YQsNiQO-Vo If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes )(No On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full 'tJ- I- ❑Walkout ❑ Other Basement Finished Area (sq.ft.) — Basement Unfinished Area (sq.ft) Number of Baths: Full: existing - new Half: existing new Number of Bedrooms: existing - new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑UmA/e4J-aI ❑ Electric ❑ Other ' Central Air: ❑` b%JA--dNo Fireplaces: Existing - New -- Existing wood/coaAt stove: a Y46, rNO Detached garage: ❑ exisSwfM new size_Pool: ❑ existi.RWAM new size _ Barn: ❑ exis4iWAII-mw size_ Attached garage: ❑ existing-LINWw- size _Shed: ❑ exi,4WQ now size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;KNo If yes, site plan review # Current Use res.,"* e6,aZ Proposed Use A}o di"" APPLICANT INFORMATION (BUILDDEER OR HOMEOWNER) Name C yA/Q s joAW 4eiV44 C?&rr7 Telephone Number Address *<A, D License # d S "a7494 3 Home Improvement Contractor# A4eZ$7X11 Email A)M jLup2 Worker's Compensation #G�/.9766.17� ,Z�SOo?SL ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a. y/ur»DS�z!r IVA SIGNATURE DATE .3 1 FOR OFFICIAL USE ONLY APPLICATION# a DATEI5SUED MAP/PARCEL N0. ADDRESS VILLAGE s OWNER = DATE OF INSPECTION: FOUNDATION FRAME y INSULATION rF FIREPLACE .i ELECTRICAL: ROUGH FINAL, PLUMBING: ROUGH FINAL .- = GAS: ROUGH FINAL s FINAL BUILDING - } DATE CLOSED OUT, _ :Zr ti ASSOCIATION PLAN NO. Docusign Envelope ID:5A1 D01367-D66F-4860-99C2-1 FD837D2EB8D "'6-; SOIarClty. Power Purchase Agreement Amendment Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production will be 3,537 kWh and we estimate that your average first year monthly payments will be$36.84.Over the next 20 years we estimate that your System will produce 67,480 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. Your Details Exactly as it appears on your utility bill Customer Name&Address Customer Name Service Address Daniel D Acker 424 Skunknet Rd 424 Skunknet Rd Centerville,MA 02632 Centerville,MA 02632 �'1, By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. DocuSigned by: us e ' e:Daniel D Acker SolarCity U= 3/9/2015 SOLARCITY APPROVED Ffi94R77dRC1dF5 �. l � g Signature Date Si nature: � 4 , • r LYNDON RIVE,CEO , Customer's Name: (PPA)Power Purchase Agreement i`SolarCityc Signature Date Date: 3/9/2015 3055 CLEARVIEW WAY,.SAW MATEO, CA 94402 888.$0L.CITY 1888.765.2486 I SOLARCITY.COM MA HIC 1685721EL-1136MR ❑■ '� . 610983 ' r Solaivay, OWNER AUTHORIZATION Job ID: Oc�— C Location: !t as Owner of the subject property hereby authorize SolarCity Corn MC 169572 I MA Lic I136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract, ignature of Owner: Date: _-i st w4sitin ikw.Building:Unit I I ti:►rtt;t-glgb.MA#01751 t€�L�:�i Seal-CiTI F 1�i+}9}�ib0-o31t3 SOIARC{t1i.CORi y.t£Mi:711^l� :.0 Iq:`ll:•l:c_..1UCT��7F. I 91te Yl7e'/I�ZC"�/l2GU ?�GG ulation �r e� Office of Consumer Affai and Business Re � O g 10 Park Plaza - Suite 5170 Boston, Massachusetts 021116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card , SOLAR CITY CORPORATION Expiration: 3/1312017 CRAIG ELLS 3055 CLEARVIEW WAY - ----- SAN MATEO, CA 94402 Update Address and return card.itrtark reason for change. ix+s-GAt ar 5 •Cas -{itjlSilaA// s)). .Address Renewal ia'Employment U1:Lost Card W Office or Consumer Affairs&Business Reguintion License or registration valid for individul use only 11 'HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: � . Office of Consumer Affairs and Business Regulation t ' Registration: 168572 Type- 10 Park Plaza-Suite 5170 Expiration: '3/812017 Supplement Card- Boston,MA 02116 SOLAR CITY CORPORATION CRAIG ELLS a 24 ST MARTIN STREET BLO 2UNI � -- WkL80ROUGH,MA 01752 Undersecretary Not vali without signature 'Atiz«a�n,�sigtl� uFittit te��•ia �aEtiirR iYrft3i,t, �: Y L Blurts of Ba.r(ckn ,+2edua.atagtn�.a�,dI�r�u�at,ix f Y•f?*!-t.ta4la.ty`+itltt:+ rt4a •c#A., se CS-107663 CRAIG ELLS - 206 BAKER STREET , f KeenO `03431 f S S;LallE1111"Ftarti3i 0812912017 D 51 I,� G 112?%?�C?11 t( G(7 ll, � ; � f .<1 .rtf,1 Office of Consumer Affairs nd Business Reguration 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 NILA MILLER -� --- 3055 CLEARVIEW WAY — — ---- SAN MATEO, CA 94402 _ --- Update Address and return card.Mark reason for change. sCA 1 0 20M-W11 ❑ Address ❑ Renewal [] Employment U Lost Card T�%�r.• 1('rairilrb/IuZY��f�t/S,'.r���Jyuf.�/i�r��' --Office of Consumer Affairs&Business Regulation License or registration valid for individul use only Cl OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation _. Registration: 168572 TYPO: 10 Park Plaza-Suiie 5170 Expiration: 3/812017 Supplement''ard Boston,MA 02116 SOLAR CITY CORPORATION NILA MILLER 24 ST MARTIN STREET BLO 2UNI TAAhLBOROUGH,MA 01752 Undersecretary Not valid without signature r A r The Commonwealth of Massachusetts Department of IndustrialAccidents s 1 Congress Street,Suite 100 ft5,50 Boston,.MA 02114-2017 www.mass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.. k, TO BE FILED WITH THE PERMITTING`AUTHORrry. Aanlicant Information Please Print Legibly Name (Business/Organization/Individual): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo,CA 94402 Phone#: 888-765-2489 Are vats an emolover?Check the appropriate box: Type Of project(required): 1.1 1 am a employer with 9000 employees(full and/or part-time).* 7. []New construction 2.❑1 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. 1 am a homeowner doingall work myself. Noworkcrs'co 9• ❑Demolition ys [ mp.insurance required.]* , 4,[]T am a homeowner and will be hiring contractors to conduce all worl:on my property. I will 10[]Building addition • ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions ." proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sirect: 13❑Roof repairs These sub-contractors have employees and have-workers'comp.insurance.t . G.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑R Other 'Solar.panels 152,§1(4),and we have no employees.[No workers'comp.insurance required:] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit iudieating(hey 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. L am an employer that is providing workers'compensation insurance for my employees. Below is the:policy and job sites. information. Insurance Company Name: Liberty Mutual Insurance Company Policy#or Self-ins.Lic,#: .WA766DO66265024 Expiration Date: 9/01/2015 Job Site Address: 424 Skunknet Road- City/State/Zilx Centerville,MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration dati). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S 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 fotwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the nains and Penalties of perjuurry'tthhat the information provided above is true and correct Si nature: 'fit y C� Gi =� g Date: 3/10/2015 Phone#: 781-816-7489 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#• �1 ,a►coRo a/29120 CERTIFICATE OF LIABILITY INSURANCE DA12UDD1YYYY) os12014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 PNON o Ext FAAxc No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 996301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fin;Insurance Company 16586 INSURED INSURER B:Liberty Insurance Corporation 42404 Ph(650)963-5100 SolarCity Corporation INSURER C:NIA N/A 3055 Clearview Way San Mateo,CA 94402 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER:4 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. INSLTRR TYPE OF INSURANCE DL SUBR POLICY NUMBER MPOMIDDI EFF POLICY Dr EXP LIMITS A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY 1 OO,000 PREM RENTEIT ISES GE ToEa oownenoe $ CLAIMS-MADE rq OCCUR MED EXP(Any one person) $ 10,000 _ PERSONAL&ADV INJURY $ 1,000,000 I GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 JECT El X I POLICY X PRO- Loc IDeductible $ 25,000 A AUTOMOBILE LIABIDTY AS2-661-0W265OU 09101/2014 09/01/2015 OMEII tiED SINGLE LIMB 1,000,000 ( IXX ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS AUTOSWNED (PReraccident) GEPhys.Damage COMP/COLL DED: $ $1,000/$1,000 UMBRELLA UA6 HOCCUR EACH OCCURRENCE $ EXCESS DAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-06D-066265-024 09101/2014 09/01/2015 X I WC STATU OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER B ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC7-661.066265034(WI) 09/01/2014 09101/2015 EL EACH ACCIDENT $ 1,000,000 B OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) WC DEDUCTIBLE:$350,009 EL DISEASE-EA EMPLOYEE $ 1,000,000 Ilyes,desonbe under_ 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity,Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. � I AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo 01988-2010 ACORD CORPORATION. Ali rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Version#42.2 X"AsolarCitt y . ��%k of Y00. A K March 5,2015 A H No.4 7 Project/Job#026822 RE: CERTIFICATION LETTER AL Project: Acker Residence Digitally s oo Jin Kim 424 Skunknet Rd Date:20 5.03.05.15:24:31 Centerville, MA 02632 -08'00' To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: ' ` -Applicable Codes = MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II ' -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -All MPs: Roof DL= 13 psf, Roof LL/SL.= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components=of the structural roof framing impacted by the,installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. A I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the'MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. , Sincerely,. Yoo]in Kim, P.E. Professional Engineer Main: 888.765.2489,x5743 - email: ykim@solarcity:com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity:com ; AZ ROC 243771.CR OSLO688104,CO EC 804i,CT HtC 0632778:bCHIG 7iv0t439 bC 11157i i0i48&.Hl CT-297ZSy.nnA HtC is3�72.tnO NHIC t28B48,iJJ'13Vt i061Sp300, OR CGS 18fM08,PA 07Y343,TX TOLR 27008,WA G6Li.SOLARC•9 t4O7.O 2bt3 S"OIS Ci(y;Atl rights ioseNed. 03.05.2015 Version#42.2 �o� SOIarCIt PV System Structural o Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name:--Acker Residence- AHJ: Barnstable` lob Number: 026822 Building Code: MA Res. Code, 8th Edition Customer Name: _ �Acker,.Daniel D.�- Based On: _ IRC 2009/IBC 2009 Address: 424 Skunknet Rd ASCE Code: ASCE 7-05 City/State: Centerville,_ MA _ Risk Category_ ____ II Zip Code 02632 Upgrades Req'd? _ No Latitude-/Longitude. _ 41.660016 .. 70.364507�_Stamp Reg'd? Yes. __ y SC Office: Cape Cod PV Designer: Katie Burke Calculations: Abe De Vera P.E. m EOR: . Yoo-Jin Kim P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1/2--MILE VICINITY MAP 41 D i qgi tee M assGis, Cornrm'Z�nwea.lth.;bf Massachusetts E0EA,,,USQAFarm Service Agency_ 424 Skunknet Rd, Centerville, MA 02632 Latitude:41.660016,Longitude: -70.364507,Exposure Category:C LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl Wei ht s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description . ALL MPS Existing Roofing Material _ _ Comp Roof (2 Layers) 5A psf -- - Re-Roof No Underlayment -° * __Roofing Paper % 5�psf Plywood Sheathing_ Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling_ ,.`,Yes: . — 10 psf Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 13 psf ALL MPS 13.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary.Area At _. �_ < 200 sf Roof Slope 6/12 • Tributary Area Reduction_ RI 1 ' Section'4.9 • Sloped Roof Reduction Rz 0.925' Section 4.9 Reduced Roof Live Load Lr�v, 1 r t t L��- L.(RI)(R�z) � �� � .�. =E uation 4-2 Reduced Roof Live Load Lr 18.5 psf ALL MPS 18.5 sf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 250 Horiz. Distance from'Eve,to Ridge_ W " = 9.7 ft Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed _ „,Table 7-2 Snow Exposure Factor .. Ce _� _ Va, v* 4q.0� !, �, .a ;« k Snow Thermal Factor All structures except l s0 indicated otherwise Table 7-3 w-.-,-r Y Minimum Flat Roof Snow Loadr(w% - Rain onSnow,Surcharge) V pf-knf ,� b x 21.0 psf TM. ,: t�7.3.4&7.10 , Eq: 7.3-1 Flat•Roof Snow Load Pf pf= 0.7(Ce)(Ct) (I) pg; Pf' pf-min 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS_goof All Other Surfaces Figure 7-2 Roof 1.0, Design Roof Snow Load Over Ps-,.�f= (CS-,.f)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 21.0 Psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p" 1.0 Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Ps-PV= (4-p")Pf ASCE Eq: 7.4-1 Modules PS-°" 21.0 Psf 70% J COMPANY PROJECT WoodWorkso V Mar. 5, 2015 14:49 MP1 & MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 13 .00 (16.0) * psf Load2 Snow Full Area 21.00 (16.0) * psf PV Load Dead Full Area 3 .00 (16.0) * psf *Tributary Width (in) Maximum Reactions fibs), Bearing Capacities (lbs) and Bearing Lengths (in) : 10'-3.61 0' 8'-9" Unfactored: Dead. 108 106 Snow 130 127 Factored: Total 239 232 Bearing: F'theta 485 485 Capacity Joist 2544 1454 Supports 4101 - Anal/Des Joist 0.09 0.16 Support 0.06 - Load comb #2 #2 Length 3.50 2.00 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min. 1.00 1.00 Cb support 1.25 - Fcp sup 625 1 *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 & MP2 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 -Lumber Stud Wall, D.Fir-L Stud; 2 - Hanger; Roof joist spaced at 16.0"c/c; Total length: 10'-3.5"; Pitch: 5.5/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WOOdWOrkS® SIZer SOFTWARE FOR WOOD DESIGN MP1 &MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 34 Fv' = 155 fv/Fv' = 0:22 Bending(+) fb = 782 Fb' = 1504 fb/Fb' = 0.52 Live Defl'n 0.15 = L/752 0.48 = .L/240 0..32 Total Defl'n 0.28 = L/409 0.64 = L/180 0.44 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 1.00' 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1:15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00,� - - - - 1.00 1.00f - E' 1.4 million 1.00 '_1.00 - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 . 1.00 - - - - 1.00 1.00 2- CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S,- V = 205, V design 184 lbs Bending(+) : LC #2 = D+S, M = 493 lbs-ft ' . Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr-roof constr. Lc=concentrated All LC's are listed in the Analysis output .Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow.:.) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an,angle. F'.theta -calculated for each 'support , as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC_ 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. j,- [CALCULATION OF DESIGN_WIND LOADSALLMPS Mounting Plane Information Roofing Material Comp Roof PV System _Type vSolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware _ Com 'Mount T" e C Roof Slope 250 Rafter Spacing Framin Type Direction Y-Y Rafters Purlin Spacing _ X-X Purlins_Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment System _ _ Tile Roofs Only. NA Standin Seam ra S acin SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind De§ign Method - Partially/Fully Enclosed Method_ Basic Wind Speed. V 110 mph Fig. 6-1 Exposure CategoryC .' _ _ Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B _ _u i Mean Roof Height h ;_25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor - I 3 1.0` ' ' Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Krt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient town `'' GC p .. �0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p =qh (GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever —La--ndsca a c7aj3.= - � NA Standoff Configuration Landscape Staggered . Max Standoff Tributary Area _ TrV, l� w. x_18 sf,`, PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff_ Tactual -353 Ibs - --- — -- -- .� -- ---__ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR "i 70.5°/d X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever_`M. ; .; Portrait , r. 19" '��'�_N_A .;4_ Standoff Configuration Portrait Staggered Max Standoff Tributa_y.Area_ �� _Troy Troy 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift a— _f Standoff_ T actual Uplift Capacity of Standoff T-allow 500 Ibs Standoff�Demand Ca aci _: DER '^ fl, 88.2% t , All A lessor's reap and lot `number ............................... F Sewage Permit number ... :..f ..,....:............ .......... 4 M1I YY H 9TO D LE,SYS!�� ouse numb v &H .' . i . � WITH.TIC' 6 TOWN. ®F BARI'� � ODE-AN.1 • TOWN REGULATio HIMIHG INSPECTOR APPLICATION,FOR PERMIT TO.........Construdt,:Dwell' nq. TYPE OF CONSTRUCTION .....:.........W.0ad...frame.:............................................................................................... . ..........Ap.............ril 2Q�..............19.82 TO. THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a `permit according to the following information: Lot 24 Skunknet Road Location ......:.:::.......... ......................:... ....... ................................ ........; ...................................................... ProposedUse ....... ....S1n,91e...F3TTtl1 !............................................... .. .................................. Zoning .District Residential. Fire, District .:.. „Centerville—Osterville James K. Smith Barnstable • . Nameof Owner .......................................I.............................Address ............... ................................................................ .f '"Name of Builder James K, Smith Barnstable ...........................................................Address ...................................,................................................ Name of Architect ....::......................:.....:. 'Address Number of Rooms :........:..................:........_......::..... Foundation, .........POured. concrete .............. ............................................................... Exierior .....clapboard & T111 Roofr, asphalt shingles.......... ..... .......... ... g ......... Floors Wall...to...wa11...... ................Interior ................0:3a4;.................................................... .................. .................. Heating , .. ....fha .....oil................... . ............. ........ _. .............:1, bath... • ....: : ............................ Plumbing ,.. $45.. 000 Fi"replace ............one................... ...... ....... .............. ....: ...Approximate Cost ..................................................... ...... yDefinitive Plan Approved- by Planning Board ---------------_---- -----------19________. Area .........FA�............... D Diagram of Lot and Building with Dimensions - Fee C;�.�..�......... SUBJECT TO APPROVAL OF BOARD OF HEALTH 24x34 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... aAly ...... .. ............. .r SMITH, JAMES K. � t Story. ; Ato .. ..39....... Permit for .................................... f Single••Family.. .Dw21•linq....... , Location .Lot #24 42.4 Skunkne. Road ' Centerville ......................................................... ... .......... James K. Smith - Owner .................................................. ............. , t ✓ 6 Type of Construction. Frame . ................................................................. } Plot ........................ Lot ................................ ' April 27, 82 t Permit Granted .......... .............. ......19 Date of Inspection ......1.9 Date Completed v�..... ... ....19 JI mat�� 1=ww = Ila •� 3 . ��0 6.p.v i . '. (`���o . . •" , : : . ' $ ,,. ! i 'r.Ef�TiG 'T•1�1K � �30.�.15C °: • �r7eS.P.D, 93•/ ! � : . : � , u sue- 1 ooc�) 4GA�. i �SPOS.es. PtT uSE 14Go Gnr_ •; : _ . ' .. .�'' . . � � . ` t>�-watt. Aet-A - 15o _ram 1r7co •SF ,c 12.5► + S-75 SD Sew. 3c 1 .O s 50_c .P - TOTAL 10E614W �- �-1-A matt_( FLOW s 33p 6.P.'D. L VE 1 � u 2 t2QTE . art S .t2GD O U - 1. A 4 - Li TAT P-�S : . .. F�- 98 .. Tor Fwc, ir(oo•cro 4. �. • . ..... 5���;,.. , : .._._. .�'��� vtS7r. - _-i%1✓. _Gat...--- .9:8 '` „ :._ T- - ;� : :�. � � ... . } . . ; . ---- 'fox ?4;G Sc-Pnc I o � �� � s ;.. ' • loop 9i4.oi twv, 1 'ti. ' _ I • GAL.. 4a.z } .. _ PIT ".. . � r PLAQ f. toe-ATI CENTERVIL. C.� 1 64 ' : b air 3.��!82 4o �. CGRTIF,( T&4AI—, TNE. rn�:OtArol� Suowu L-1EQt�DW CCvV%PLVS W ITI-A TNT: 51VC LlaJlr �� r� AttD 5C-7��CK 1'C4UI�E�ccuTS OF 't" -(ow w of �.3A21x,Ta6� aUb Is r•t- LOCATE I•rV-11 t•.1• T FwvD pt_.,e,l{.I. s,ON i Db.Tr=2 ZS $2 . : M A XTEtZ uYE t�JG. c2crj,;- izcD t. Wo 5�evcYo2w TI-115 h t_A►-t t5 1 .ASct� �.a A`J osTervV%L Lr= W oT o 1Nsre�Mcwt ��Uc:`ll,�{ •�-"(l•1t:s. OFCiLT•�i ,1.1aw►.L� �Nc�l_t cn.1..,-r ... TOWN OF BARNSTABLE Permit No. ____________ Building Inspector 1 »n►u Cash ------- OUR,(*. PERMIT Bond ---- __ ------- No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ...................................................... 19..._. ............................................................................_...................._.� Building Inspector fit'' r ,�— s`-�l' /�r1n t r'l�_ ���.✓'%i;�� - ' Assessor's map and lot number ................:........................... FTHEr �� ^! l✓�` � QUO � Off. Sewage Permit number .........:.................I.............................. Z BARNSTADLE. i House number ...........�;�.� )8:1............................................ 90 raes. O 1679• `00� Ufa MAI TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ......Ct;ns.trul.„Bite-1;1,,�-n. ..................................................................... TYPE OF CONSTRUCTION t•Tr-tnrj f 7-;imn ........................................................................................................................................ .........:.. .......�...�:?..............19..`....`2. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: JoL 24 loadLocation ............... .......................................................................................................................................................... ProposedUse .....................�cYl.........am.......l............................ ........................ ..........................................I......................... Zoning District Residential Fire District .........Cerit2Vi� ate?"vill Name of Owner ..........,7c:1C1�:':3...i'....SiCf3�.vh......................Address ...............Barnstable ........................................ Name of Builder. .........`... ..':,....�....S t .th......................Address ............... am table......... ............................... Name `of Architect ..................................................................Address .................................................................................... Number of Rooms Foundation poured concrete ................................................................... cl a xioard 7111 asphaltshy.nod.trs Exterior .....................................:7............................................Roofing ..................................... ...........•....... ........................... ... . ... Floors .1 . t� .al...........................................Interior ...............LIaV3.....1:.................................................... if,� o. 1 1...bat.h HeatingPlumbing ................ ............................................................ Fireplace pne Approximate Cost � 45 ,0Uv ......................................................... .................................................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... i with Dimensions Dia ram of Lot and Building gFee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 24x34 I- OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. {' Name .... ... :?............................... ............. 0 SMITH, JAMES K. A=170-18-3 No ....3.....91.. Permit for ....z tory Single Fami y D elling �............ .................... ... .............................. Location ..,Lot #2 4 2 4...Skunknet. . . . . ...Rd. .. .. ...... .. .. .... .. .... .. .. Centerville Owner James K. Smith .................................................................. . Type of Construction Frame i ................................................................................ Plot ............................ Lot ................................ Permit Granted April 27, 19 82 Date of Inspection ....................................19 LDate Completed ......................................19 / 00 l ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A f' AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT AN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4: WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE - GALV GALVANIZED HAZARDS PER ART. 690.17.. GEC GR OUNDING THE ELECTRODE CONDUCTOR. ✓ 5. EACH UNGROUNDED CONDUCTOR OF . GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT.ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC ' LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E)! MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN p (N) NEW RELIEF.AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. - NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING. UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN Y PV3 OVER VIEWS �I i PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES- Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH I THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR r AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) s DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 8 2 2 00 PREMISE OWNER: DESCRIPTION:'CONTAINED SHALL NOT USED FOR THE ACKER, DANIEL D. ACKER RESIDENCE Katie BurkeSo�arCity. BENEFIT OF ANYONE EXCEPT SOLARCI7Y INC., MOUNTING SYSTEM: � �•,: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 424 SKUNKNET RD .4.16 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) Hanwha Q—Cells #Q.PRO G4/SC .260 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 7744874234 PV 1 3 5 2015 L (650)638-105— F. (65 w 638-10y9 SOLAREDGE SE380OA—USOOOSNR2 COVER SHEET / / (BBB�soL-CITY(7e5-2aas) www.solarcity.com PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH:284 ARRAY AZIMUTH:284 ` MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 25 ARRAY PITCH:25 MP2 AZIMUTH: 104 ARRAY AZIMUTH: 104 MATERIAL:Comp Shingle STORY: 2 Stories Y (E) DRIVEWAY �H of Y00 JIN K VI No.4 DECK OVAL Digitally igned by Yoo Jin Kim LEGEND Date:2015.03.05 15:24:47-08'00' Q (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS A © DC DISCONNECT & WARNING LABELS _ a AC EED AC DISCONNECT & WARNING LABELS N ® O DC JUNCTION/COMBINER BOX & LABELS Front Of House DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS B• DECK O DEDICATED PV SYSTEM METER ® Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -i --- CONDUIT RUN ON INTERIOR — GATE/FENCE D ; QB Q HEAT PRODUCING VENTS ARE RED � �� '� INTERIOR EQUIPMENT IS DASHED , O Inv L_J SITE PLAN N Scale: 1/8" = 1' E W 0 1' 8' 16' 5 J B—0 2 6 8 2 2 0 0 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: CONTAINED MALL NOT BE USED FOR THE ACKER, DANIEL D. ACKER RESIDENCE Katie Burke BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��,�So�arCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 424 SKUNKNET RD 4.16 KIN PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTSORG MODULES- CENTERVILLE, MA 02632 THE ASALE AND SEEOF PT ITHE RESPECTIVEN CONNECTION (16) Hanwho Q—Cells #Q.PRO G4/SC 260 2a St. Marna Drive,Building 01 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME ��V REV: DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER" T. (650)638-1028 F. (850)638-1029 ISOLAREDGE SE380OA-USOOOSNR2 7744874234 SITE PLAN 3 3/5/2015 (see)-sol—qTY(765-2489) www.solarcity.com a ` n S1 �tHOF S1 (E) 2x6 YOO IN (E) 2x6 K 4" W y No.4 7 _ (E) LBW T (E) LBW "L' Digita ooJin SIDE VIEW OF MP2 NTs D-�DE VIEW OF MP�IN Kim Ts 6 Date: 2015.03.05 15:24:56 MPj X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES -OH'OO' MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 191, PORTRAIT 48" 19" (E) ROOF AZI 104. PITCH 25 p (E) RAFTER 2X6 @ 16°OC ROOF AZI 284 PITCH 25 STORIES: 2 ` RAFTER 2X6 @ 16' OC ARRAY AZI 104 PITCH 25 STORIES: 2 i ARRAY AZI 284 PITCH 25 - i j Comp Shingle Comp Shingle PV MODULE s _ 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP 'LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT,C ZEP FLASHING C. (3) (3) INSERT FLASHING.' (E) COMP. SHINGLE (4) PLACE MOUNT: (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING .WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. ' (2-1/2" EMBED, MIN) (E) RAFTER Fr • CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-026822 00 CONTAINED SHALL NOT E USED FOR THE ACKER, DANIEL'D. ACKER RESIDENCE KatierBurke `SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNIING SYSTEM: �.,,, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 424 SKUNKNET RD 4.16 KW PV ARRAY h. PART TO OTHERS OUTSIDE THE RECIPIENTS CENTERVILLE, MA �263.2 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St.Martin Drive SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T. (650)638-1028 F. (650)638-1029 SOLAREDGE # SE380OA—USOOOSNR2 7744874234 STRUCTURAL VIEWS PV 4 3/5/2015 (888)7SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE " BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Siemens Inv 1: DC Ungrounded / GEN #168572 2230664 INV 1 -(1)SOLAREDGE ## SE3800A-USOOOSNR2 LABEL: A -(16)Hanwha Q-Cells PRO G4 SC 260 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: Inverter; 38GOW, 240V, 97.5%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 150A MAIN SERVICE PANEL SolarCity E; 150A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 4 A > 150A/2P Disconnect _ 5 SOLAREDGE Dc+ MP 1/2: 1x8SE380OA-USOOOSNR2 DC- (E) LOADS L1 ov --------- -------- -- Gc_---_- - - L2 ----'� DC+ N DC- I 3 +DC- A] 2OA/2P ____ GND EGC/ DC+-------------------------------------- - GEC TDC MP 1: lx8T,'\` GND EGC ---------tl ------------ ---F---- ----------------t� N )Conduit Kit; 3/4" PVC, Sch. 40 - c EGCIGEC_ z � l I I I I 1 _ GEC TO 120/240V SINGLE PHASE I I UTILITY SERVICE i I I I I I I I I I , PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP Ol (1)SIEMENS #0220 PV BACKFEED BREAKER B (1)CUTLER-HAMMER #DG221URB /� A (1)SolarCit 4 STRING JUNCTION BOX D� Breaker, 2OA/2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED (2)Ground Rod; 5/8" x 8', Copper -(I)CUTLER-�iAMMER.#DG030NB n" Ground/Neutral R; 30A, General Duty(DG) r V (16)SOLAREDGE jpt3 izer, 34AZS PowerBox ptimizer, 300W, H4, DC to DC, ZEP nd (1)AWG #6, Solid Bare Copper -(1)Ground Rod; 5/8" x 8', Capper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL . ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#10, THWN-2, Black 1 AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC c O (1)AWG#10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=5.87 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.87 ADC LLLLLLL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1 AWG#1.0, THWN-2,.Green EGC. . . . . -(1)AWG#B,.RtM72,.Green EGC/GEC.-(1)Conduit_Kit;_3/4"_PVC,_Sch, 40. . . . (1)AWG#10, THWN-2, Black Voc*. . . =500 VDC Isc -15 ADC (2)AWG#10', PV WIRE, Black Voc* 500 VDC Isc 15 ADC (A) (1(I)AWG#10, THWN-2, Red Vmp =350 VDC Imp=5.87 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.87 ADC (1)AWG#1,0, THWN-2,.Green.. EGC. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J g-0 2 6 8 2 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE ACKER, DANIEL D. ACKER RESIDENCE Katie Burke �;;,So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Wr NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 424 SKUNKNET RD 4.16 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS NODDLES CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) Hanwha Q-Cells #Q.PRO G4/SC 260 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T` (650)638-1028 F. (650)636-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE380OA-USOOOSNR2 7744874234 THREE LINE DIAGRAM PV 6 3/5/2015 (888)-SOL-CITY(765-2489) www.solarcity.com Label Location: Label Location Label.Location: C CB o (AC) POI (DC)(INV) Per Code: ode:. Per C _ _ Per Code: _ NEC 690.31.G.3 00 0 o e •. ° NEC 690.17.E ° o ° ° o- •o• ° NEC 690.35(F) Label Location: o :o ° - o 0 0 TO BE USED WHEN (DC) (INV) o'° ° ° -0 0 ° • ° • INVERTER IS Per Code: froom--o _o _ _: _ ° _ UNGROUNDEb NEC 690.14.C.2 Label Location: Label Location: o (POI) - -o (DC) (INV) Per Code: 'o Per Code: c ° e- NEC 690.64.6.7 'O NEC 690.53 °o 0 0 e y Label Location: h - o o e •o oCp (POI) Label Location: - o 0 o Per Code: o � (DC)(CB) •-° °o 0 0 o NEC 690.17.4; NEC 690.54 Per Code: o NEC 690.17(4) :o ° o•° ° eo 0 0 • e o- o• o e- Gl e• e Label Location:. o MM (DC)(INV-) Label Location: �11V� Per Code: (D)(POI) - I ROOM.W.A0 .1 NEC 690.5(C) Per Code: o e e NEC 690.64.B.4 e L i Labe ocatn:o Label Location: . POI O O O (AC)(POI) a -0 - 0 - Per Code: (AC): AC Disconnect D O Per Code: - o 0 0 NEC 690.64.B.4 (C): Conduit "a. NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: a _ (INV): Inverter With Integrated DC Disconnect r (AC) (POI) ` (LC): Load Center e- - -- Per Code: NEC 690.54 (M): Utility Meter e- • rl (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ®�®p® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED 10MBECa i • IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set .� T EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCit 0 r- S x F RR solar=oo u ' 0 0 SolarEdge Power Optimizer So I a�'' r�fy Module Add-On for North America IIll�VV P300 / P350 / P400 SolarEdge Power Optimizer ` Module Add-On For North America �' P900 P35D P400 • '•+ � � (for 60•cell PV- (for72-cell PV- (for96-cell PV .. � �'. ., .. modules) modules) modules) P300 / P350 / P400 'INPUT Rated Input DC Power�'I 300 350 400 W ............................. ...................... 1. _ - .Absolute Maxlmum Input Voltage(Voc at lowest temperature) 48 .... . r MPPT OPerating Range .............: 8-48 8 60 .I.......$.80........I....Vdc... ,) Maximum Shor[Grcurt Curren[(Isc) 10 Y ... ........ ................................... .. ..... ... .. .......... .......... ; . Maxlmum DC Input Curren[ Adc " Maximum Efficiency 99.5 %. .................................. .......................... ....... .... .... ... �: Weighted Efficiency - 98.8 - ..................% Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - Maximum Output Current _ .. 15 .................... Adc... - Maximum Output Voltage 60 Vdc 9OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _ - - ' Safety Output Voltage per Power Optimizer 1 Vdc 'STANDARD COMPLIANCE _ _ FCC Part15 Class B IEC61000 6 2:IEC61000-6-3 .... .... + Safety] IEC62109 1(dass II safety)UL1741 9• ... .... .... .. ._... .... ...... ROHS I Yes INSTALLATION SPECIFICATIONS ' Max mum Allowed5ystem Voltage.............. 1000 Dimensions W x L x H) 141x 212 x 40 5/5 55 x8 34 1 59 m ...,.., ,,..,..,..,... ...Vdc... - ......................... .................. ... ensons( x m /m - Weight(including cables) 950/2.1 - ,. .......... ........ ............. .. .. .. .. .............. ". Input Connector ,., MC4/Amphenol/Tyco....,. ., .... ... ..... .. ...... ... ............................ ..... .... .. ... .. ..... ............. . Output Wire Type/Connector Double Insulated,Amphenol ............ ..... ... ................ .............. ... .. Output Wire LengthI 095/3.0 1.2/319 m/ft.. Operating Temperature Range 40 +85/-40-+185 C/ F - ...... ..... .... .. ... .. Protection Rating ......... ... . IP65/NEMA4 Relative Humidity 0 300 / a =a, .... ........................... ........ .. .... . ....... ... .................. ..... .. ... ....... ..... . Rm STC po 0them ule M-1—up to�5%povrerto erancealowetl. _ - - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE - INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimaers) 8 10 18............... ` — Up to 25%more energy ` y'. - Maximum String Length(Power Optimu:ers) 25 25 50 .......... .... .... ..... ......... .. ......... ... .. ...... ............. Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) ..aral.........g.....................�.........................._..............:_..............__. ....:...................... ................. ........ ........... Parallel Strin sof Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading " """""""""""""'""..... ........"""""""""""" '""""""` """' """.......... """"""' — Flexible system design for maximum space utilization — Fast installation with a single bolt� � � � ( � - '� �9 ... ���—� ��— ,�'�'"��— - - — Next generation maintenance with module-level monitoring I i. - - 1 — Module-level voltage shutdown for installer and firefighter safety [/(y2 - - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.Solaredge.u5 i - xZ-70,119 IVAN:�a. ..,,�8.-,:mri xsas , L 9 , g ® ar Single Phase Inverters for North America =co =_ - - s®� SE300 A-US/SE3800A-US/SE5000A-US/SE6000A-US/ soIar SE7600A-US/SE10000A-US/SE1140OA-US B u SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OWUS I SE1000OA-US I SE11400A US - OUTPUT . SolarEdge Single Phase Inverters C� ,► ....... _...... .. ....... ...... .9980 @z q Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 5400@208V 10800@208V •" .2 •••• • Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America l 88 ...... .5450 @240V. .......... ....... .. .... :10950 @z4o�........... ......... N AC Output Voltage Mm Nom Max _ 183 20$-229Nac ..._.. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ " AC Output Voltage Min:Non Max.' i S0600A-US/SE1000OA-US/SE1140OA-US 211-2407264Vac P�F uen Mm Nom:Max 59.3 60 60.5 with HI count setting 57 60. ..S Hz ..fe4.. .fY (with ry. .....g.. .... ) • -' � � 24 @ 208V - i e - Max.Continuous Output Current 12.S 16 25 32 47.5 A 21@240V„ .•.._•. .42@•240V a .. . ............ ......... ... .......... ............... .............. ......... .............. . .. . .. i . GFDI ................................... ...... ....... .1. .. ................ .... ..A..... - � Utility Monitoring,Islanding Protection,Country Configurable I Yes je rThresholds INPUT - �d feats .Recommended Max.DC Power— 3750 4750 6250 7500 9500 12400 14250 W WaJta°tN�,. .. - (STC) ............ ............... ............. .... ... .. ............. .. ........................... ..... ......... rou d Yes—_� Transformer less Un nde g ..,,, Max.Input Voltage S00 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc . ... ....... ...... ......... ............... .............. ..... ........ ...... ............. .. ............................". ...... .. ....... Max.Input Current ` 9.5 13 16.5 @208V 18 23 33 @ 208V 34.5 Adc ........ ........ ....... .. ... .... .......�°..240V. ... ... .... ... ... ...........I..30 5..240V..t.................. ........... t - - ---. ......... ... . " Max.Input Short Circuit Current 30 - - 45 Adc ....... .. ... ... ... . ............I.... .................I............................-... ............ ......................................... ........... Reverse-Polarity Protection Yes -- "" Ground Fault Isolation Detection 600kn Sensitivity - - Maximum Inv erterEfhcienc _...97:7... ..... ..98. 983 ..,'98.3... _.98.:. . ..••98.:•••. ••••..98.•. _ ...�..... t4! Y.......... •................ ............... .: .... ........ ... ............ 97.5 @.208V. .. .. .. .. ...97 @ 208V .. I. : • CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % o ................. ........ . _ ........ ........ .............. .. [l° 2 .. . .. ... Nighttime Power Consumption - r <2.598 5 <440 W ' t ( - {{{{[ • _ • � � � t;� ;, � � t ADDITIONAL FEATURES - _ - I = •• - - ' Supported Communication Interfaces RS485,RS232 Ethernet ZigBee.(optional) ••� Revenue Grade Data,ANSIC12.1I �• Optional .. . S • STANDARD COMPLIANCE ...... ......... UL7741 UL16998 UL1998 CSA 22.2.... .................... .:..... ...... Connection Standards IEEE1547 Emissions....... .................... ... .... .. ... FCC part15 class B.... ...... ......... ..... INSTALLATION SPECIFICATIONS ' AC out ut conduit sae AWG ran e 3 4-mimmum/24 6 AWG 3/4"minimum 8-3 AWG f _ !?................/..........g... /... ......... ... ... ... ......... ..... ........ ..... .......... .... m DC input conduit size/#of strings/ minim s I .3/4" um/1 2 strings/24 6 AWG 3/4"minimum/1-2 strings/14-6 AWG r Dimensions with Ac/DC Safety 30'5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ 30.5x12.5x10.5/775x315x260 Switch(Hz WxD)....................... ........775 x 315 x 172........ :........775 x 315 x 191...... ... . . ..................................... ... .mm.... . .. .... - ....._ - Wei ht with AC.....8...........(DC Safety Switch..... ...... ...51.2/23 2. I....... ........ ..54:��.24: ........... ......-.............$$.:4/40:1.................,... .Ib/.kg... - Cooling Natural Convection - :Fans(user replaceable) ... .. ... ..... ..... .... The best choice for SolarEdge enabled systems Noise <2s .. ... ...... ._.... .<50. ..... .•dBA._.. g y Min.Max.Operating Temperature Integrated arc fault protection{Type 1)for NEC 2011 690.11 compliance Range 13 to+i4o/-25 to+6o(CAN version ao to+6o) F/ c Protection Rating NEMA 3R Superior efficie ncy(98%) For other regional settings please contact SolarEdge support Small,lightweight and easy to install on provided bracket ••Limited to 125%for locations where the yearly average high temperature is above 77'F/25-C and to 135%for locations where it is below 77'F/25•C. - For seta led mrormamn,refer to ea 1 — Built-in module-level monitoring Ahgher current source may be used;the inverter willl mt is input current to the values stated. ••CAN P/Ns are eligible for the Ontario FIT and m orpFIT(m croFIT est.SE11400A US CAN). - - Internet connection through Ethernet or Wireless — Outdoor and indoor installation � i — Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 n sunscEc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA THENETHERLANDS-ISRAEL Www.sOIaredge.Us < coed, r � •tR!IOft��aipim - - - - - CATION Format 65.7 in x 39.4 in x 1.57 in(including frame) - (1670 mm x 1000 mm x 40 mm) ryf(! Weight 44.09 lb(20.0 kg) - _- Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflediul technology Back Cover Composite film Frame Slack anodized ZEP compatible frame - f,� Cell 6 x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes Cable 4 mmz Solar cable;(+)a47.24 in(1200 mm),(-)a47.24 in(1200 mm) Connector MC4 UP 68)or H4(IP68) fl T° """"' • • �, , I ' • PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25'C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-OW) - IWl 255 260 265 Nominal Power P„„ [W] -255 260 265 - P ' • L ' ` • ' ' Short Circuit Current - I,r [A] 9.07 9.15 9.23 " Open Circuit Voltage V,c (V1 37.54 37.77 38.01 Current at PwP t I_ [A] 8.45 - 8.53 8.62 - _ Voltage at Pw, V„„ [vl 30.18 30.46 30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications, with Efficiency(Nominal Power) IT 1%1 - z15.3 y a15.6 a15.9 a black Zep Compatible TM frame design for improved aesthetics, Opti- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 WW,45 m3`C.AM I.5G SPECTRUM)' N POWER CLASS(+5W/-OW) - [W] 255 - 260 265 mized material usage and increased safety.The 4 solar module genera- _ _ - tion from Q CELLS has been optimised across the board: improved output Shan Power _ P„„ [wr 18&3 192.0 17.44 , Shah Circuit Current -• • a I,r U7 - 7.31 - f - 7.38 � 7.44 - yield,higher`operating reliability and durability, quicker Installation and Open Circuit Voltage V,� IV] 34.95 35.16 35.38 more intelligent design. Current at P• I_ (A] - 6.61 6.68 6.75 ' *i Voltage at Pw, V„„ [VI 28.48 28.75 29.01 _ ' 'Measurement tolerances STC:=3%(P,°„):t 10%0.V,,.l_.Vm„) 'Measurement tolerances NOCT.x 5%(P„„):x 10%(I,,,Vim,I,,,,,V,,,,,) ^- INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, >x,m °rus At least 97%of noninal power during X ,�e�.w.°u.,a -.°.....en f rst Thereafter nlax.0.6%de _ and temperature behaviour. plus long-term corrosion resistance due `s W^ = first-year. gra- ,row°,b.b,,.�..,..,., �;c - ---- -- - dat on per year. - •Certified fully resistant to level 5 salt fog to high-quality -4 At least 9Z%of nominal power after -� --- 10 W p •Sol-Gel roller coating processing. W=m At least 93%of nominal power after ENDURING HIGH PERFORMANCE a 25 years. p _ •Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within rneasuremem t leram;es. m • ,00 Full warranties in accordance with the PID Technology',Hot-Spot Protect, •Investment security due to 12-year warranty terms of the Q CELLS sales IRRAMANCE FWM9 hr„ organisation of your respective country. and Traceable Quality Tra.Qlm. product warranty and 25-year linear ° ° „ .E The typical change in module efficiency at an irradiance of 200 W/mr in relation to 1000 W/m2(both at 25"C and AM 1.5G spectrum)is 2%(relative). •Long-term stability due to VDE Quality performance warranty2. s Tested-the strictest:test program. TEMPERATURE COEFFICIENTS(AT 1000W/M2,25-C,AM 1.50 SPECTRUM) 7 - - GCELLS ` Temperature Coefficient of Isr a [%/Kl +0.04 Temperature Coefficient of V. (1 [h/K] -0.30 SAFE ELECTRONICS TOP BRAND PV �aeum. Temperature Coefficient of Pwv Y [%/Kl -0.41 NOCT [°F] 113:5.4(45 i 3"C)Y •Protection against short circuits and - 11111112:1110A I I r1l IIIXmillkhm 1 Maximum system Voltage V_ fvI 1000(1 EC)/600(UL) safety Class thermally induced power losses due t0 2014 II breathable junction box and welded Maximum series Fuse Rating [A OCl 20 Foe Rating _ C/TYPE 1 e - Max Load(UL)a 1lbs/f21 - 50(2400 Pa) Permitted module temperature -40°F up to+185°F cables. on continuous duty (-40°C up to+85°C) O Phnf�n Load Rating(ULY [lbs/ft21 50(2400 Pa) sec installation manual .. Ouelity 7eatoC OCELLs UP_,I 19 .a,.fart em w1jr ya wfms W .d°b 211113 UL 1703;VDE Quality Tested;CEcompliant; Number of Modules per Pallet 25 vmn..,,r°. •++o@2n IEC 61215(Ed.2);IEC 61730(Ed.l)application class A - - THE IDEAL SOLUTION FOR: to,4003:597 Number of Pallets per 53'Container 32 ooNv4 Qr26 h e Container Num er of Pallets r 40'DRoonq arrasonp Y P 0►L ATPallet DlmenSlons(L x W x H) 68.5m x 44.5in x 46.0mresident•al buildin ZA f >>s C E aW (1740 x 1130 x 1170 mm) � � r N NP ® - / Pallet Weight 1254lb(569 kg) _ 1 - rp�v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for fudher information on approved installation and use of - APT test conditions:Celts at 1000V against grounded,with conductive metal foil covered module surface, COMPPr this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. N 25°C.168h - . r See data sheet on rear for further information. Hanwha a CELLS USA Corp. 8001 Irvine Center Drive,suite 12.50,Irvine CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL q-cells-usa®q-cells.com I WEB w gf-eells.us G CELLS Q CELLS Engineered in Germany Engineered in Germany