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0041 CAPTAIN ELLIS LANE
C:C,P40-1k E111s L n,�e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t - rl(� Map o�s'0 Parcel ✓D� 7, p at,,L Health Division ' Date Issued Conservation Division Application Fee Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �! L7"z,5y ,y e&l/ Zold Village A� A S Owner_�V A4&& Address -YI&LyAlN Ells/At, �&AVWJ;f/yi OZ O/ Telephone So�•�9y/✓S�9 Permit Request misnaa so1AR gaze- �t7 IC JaIM946 ON $wF OF"41WO XoaarE M2 W W17-1 f1GM�'Eld'C77R1CAL. SS�S7�s'M dkW @._o7�uZ�telS Square feet: 1 st floor: existing I,AA proposed 2nd floor: existing — proposed '" Total new -- Zoning District RC-1 Flood Plain Groundwater Overlay Project Valuation / doe Construction Type SocAR PAN7.5 Lot Size ,JA Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family �H( Two Family ❑ Multi-Family (# units) Age of Existing Structure 37 Historic House: ❑Yes ;<No On Old King's Highway: ❑Yes )(No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other NA Basement Finished Area (sq.ft.) ANA Basement Unfinished Area (sq.ft) •— Number of Baths: Full: existing A14 new Half: existing — new Number of Bedrooms: MA existing — new o ,� Total Room Count (not including baths): existing AIA new First Floor R om Count " " gz = Heat Type and Fuel: ❑ Gas tiA❑ Oil ❑ Electric ❑Other Z Central Air: ❑Yes ❑ No Fire06 es: Existing " New '" Existing woo /coal stove: LQ s ❑lNo Detached garage: ❑ existing ❑ neo size_Pool: ❑ existing ❑ new size Barn: y existing.❑ nee size_ Attached garage: ❑ existing ❑ nev ize _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �(No If yes, site plan review# Current Use NO CMG Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �fk`.011 67,�Ia ear cord-A n Telephone Number Jam! �'/�•�'�8'9 Address MO CorRora1�0- RgAk,Dr. AVaay0 License# C5107643 &Nka-ke, M,4 0.935Y Home Improvement Contractor# _AMU- Email NAV4Z.EA(0 SV4AgC1&, dove Worker's Compensation # IAIW7,9600662650a3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOa�� 561Ar &Ay agiQG, )60Cror p_aY-4e. Rqq)<fir; �V R,?Yo) 'Para brake MA 0a357 SIGNATURE ��`'�/ DATE �•�•/� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED T MAR/PARCEL`S NO. ADDRESS. r' VILLAGE '- t OWNER " y ` DATE OF INSPECTION: „ FOUNDATION x. FRAME ' INSULATION s FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH 4' `FINAL GAS: ROUGH FINAL r FINAL BUILDING s DATE CLOSED OUT w 1 is ASSOCIATION PLAN NO. j The Commonwealth of Massachusetts Department,of Industrial Accidents .: 4fftce of Itvestigattons 600 Washington Street, Boston, MA 02111 _ 5 www.Mass gov/dia Workers' Compensation Insurance Affidavit:Baild_ers/Contractors/Electricians/Plumbers Applicant Information Please.Print Legibh Name(Business/Organization/Iudividuat): SolarCity Corporation 3055 Clearview Way - Address: City/State/Zip: Pan Mateo,CA,94402 7, 77 Phone#: 888-765-2489 ' Are you an employer?Check the appropriate box-, . Type of project(required): 1. I am a employer with 5000 4. ( I im a general contractor and I x 6. 0 New construction ' r employee's(full and/or part=time):*': havee hired°the sub-contractors -2. I am a sole proprietor or partner- listed on the attached sheet.t 7 Remodeling ship and have no employees These sub-contractors have 8. Demolition'` working forme in any capacity.'. , a workers'comp. insurance. 9 Building addition ... ' `.. [No workers'comp.insurance, 5. We are a corporation and its required:] officers.have exercised their 10. Electrical repairs or additions t 3.El I am a homeowner doing all work right of exemption per.MGL I I.13 Plumbing repairs or addition's myself. [N.o workers' comp. ' c:152,§1(4),and we have no 12.o Roof repairs insurance required.] t - eiriployees.[No workers' " •13.0 Other Solar comp. insurancarequired.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy-information, r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new,affidavit indicating such: tContractors that check this box must attached an,additional sheet showing the name of the sub-contractors and their workers'comp:policy information: I am an employer that is providing workers'compensation insurance for my-employees: Below is the policy and job site' information. Liberty Mutual Insurance Company .Insurance Company.Name: - -- --- Policy,#or Self-ins,Lic.n. 76IWA 06 5 Expiration Date 9/1/14 .. ` 41 Captain Ellis Lane MA Job Site Address: - .City/State/Zip Hyannis, _ 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/ one year impr soninent,is well as civil penalties in:the form of a STOP WORK ORDER:and a fine of up to$250.00 a day against i6 violator. Be advised that a copy of this statement may be forwarded to the}Office of Investigations of the DIA for,msurance-coverage Verification. I do hereby certify under the painswod penalties of perjury that the information provided above is true and correct • 5/30/2014 r Strtature:.. �r !! r� Date: r_ 888 765-2489 3 e ; Phone#. _ _ r . OfJ`ictal use only. Do noiwriie in this area,to he completed by city or town'o c g 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#: ACCORDO 08/21/2013 CERTIFICATE OF LIABILITY INSURANCE DIDDIY 08/21 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(iss)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 endorsement(s). .PRODUCER 0726293 1-415-546-9300 NAME T Brendan Quinlan Arthur J. Gallagher a Co. PHONE 536-4020 415- _ FAX Insurance Brokers of California, Inc., License #0726293 No-Egg. I_LAA/C,Ne): 1255 Battery Street #450 ADDRESS; brendan quinlan@ajg.com San Francisco, CA 94112 INSURER(S)AFFOROINGCOVERAGE NAIC0- INSURER A: LIBERTY NOT FIRE INS CO 23035 INSURED INSURER8: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C. 3055•Clearview Way INSURER D: San Mateo , CA 94402 INSURERE: INSURERF• COVERAGES CERTIFICATE NUMBER- 35272277 REVISION NUMBER: 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 OF INSURANCE ADDL SUER POLICY NUMBERMND EFF POLICY IY1XPY LIMITS LTR A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED lOO,OOO COMMERCIAL GENERAL LIABILITY -PREMISES $ - CLAIMS-MADE FiJ OCCUR MED EXP(Any one pemon) $ 10,000 X Deductible: $25,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE. $2,000,000 GERL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 X POUCY PRO- LOC $ A AUTOMOBILE LIABILITY As2661066285043COMBINED SINGLE LIMIT Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per wddenq S AUTOS AUTOS PROPERTY DAMAGE HIRED AUTOS AUTOS AUTOS NON-OWNED Peraccident) $ $ UMBRELLA LJAS OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE _ AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC7661066265013 (WI Retr)) 09/01/1 09/61/14 X We STATU- OTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNEPJEXECUTIVE YIN WA766DO66265023 (Ded) 09/01/1 09/Ol/14 E.L.EACH ACCIDENT $ 1,000,000 . OFFICERIMEMBER EXCLUDED? N N I A (Mandatory 1.NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 Syas,dasalbe under ---" DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space is required) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only . THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED ,IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 (1YI/IIG( //(L «r! l!l ol.�G r(l�.i(l.G t(/ci(.,11j g Office of Consumer Affairs and Business Regulation F 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home ImprovementContractor Registration Registration: 168572 . Type: Supplement Cana SOLARCITY CORPORATION Expiration: 3/6/2015 ; CRAIG ELLS - +- ------Y 24 ST. MARTIN STREET BLD 2 UNIT-11;"1 r - --- MARLBOROUGH, MA.01752. Update Address and'return card.Mark reason for change: sCa, c, 20W(15h i Address n Renewal F Employment [( Lost Card " Office of Consumer Affairs&Business Regulation. License or registration valid for individul use only W.- OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: t Office of Consumer Affairs and Business Regulation Registration: 168572 TYPE'' 10 Park.Plaza-Suite 5170 Expiration: 3/812015. Su lementl Sard'. PP Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLO 2UN1 WI—BOROUGH,MA 01752 Undersecretary Not v lid without signature. l .. t Massachusetts •Department of ft Jie'So'e i Board at¢u+tding Regl�iatios nnd`51a�aifaras' • l C'.,�i.iirrrtun Siilir.rli ,ii' Lidinse.CS-107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431' ;tl C�sielrti�ti�tl��{t 08/29/2017 I-Ais ' Office of Consumer Affairs nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement_Contractor Registration Registration: 168572 3 _ --`� ",•; 4 Type: Supplement Card Expiration: 3/8/2015 SOLARCITY CORPORATION NILE MILLER 24 ST. MARTIN STREET BLD 2 UNIT 41 . MARLBOROUGH, MA 01752 ` ;� - Update Address and return card.Mark reason for change. SCA I Co 20M-05r1 t [] Address ❑ Renewal ❑ Employment El Lost Card 1I/G' 1(7fi/III7LfItf/IPIL���(%�-lL(tulCLC�lG11,��5 Z%kreg1strat10 f ice of Consumer Affairs&Business Regulation License or registration valid for iadividul use only ME IMPROVEMENT CONTRACTOR before the.expiration date. If found return to: Office of Consumer Affairs and Business Regulation n: 168572 Type• 10 Park Plaza-Suite 5170 Ex iration: P 3/8/2015 Supplement 1:•ard Boston,MA 02116 SOLARCITY CORPORATION Y a. , NILE MILLER 24 ST MARTIN STREETB.LD 2UNI 1AhLBOROUGH,MA 01752 Undersecretary Not valid without signature e DocuSign Envelope ID: 11C512CF-lBF1-4B86-9F84-293E6080B449 ,w;SOlafClty Power Purchase Agreement Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.We estimate that your System's first year annual production will be 6,069 kWh and we estimate that your average first year monthly payments will be$80.93.Over the next 20 years we estimate that your System will produce 115,793 kWh.We also confirm that your electricity rate will be$0.1600 per kWh,(i.e.electricity rate$0.1600 and tax rate $0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.9%per year- Your Details Exactly as it appears on your utility bill Homeowner's Name&Address Co-owner(if applicable) Service Address Stephen 0 Jutras 41 Capt-Ellis Ln 41 Capt-Ellis Ln Hyannis,MA 02601 . Hyannis,MA 02601 As soon as you acknowledge the above design and production details by signing below,we will schedule your installation,if you have any questions or concerns please contact your Sales Representative. ' V4AINStephen 0 Jutras Sol sigma�,: Vtf 5/20/2014 iy do R,�,cE9 5/27/2014 Signature Date Signature Date Co-Owner's Name(if any): Signature Date 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITIY 188065,2489 I $OLARCITY.COM MA HIC 168572/MA LIC.MR-1136 . OWNER AUTHORIZATION Job ID: 0Z 2216 Location: I GDh O as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572.1 MA Lie 1136 MR to, on my' behalf, in all matters relative to work authorized by this building permit application and signed contract. r Signature of Owner: Date: . 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888) SOL-CITY F(508)460-0318 SOL ARC ITY.COM AZ ROC 243771,CA CSLO88a104,CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS-71101498,HI CT-29770, MANIC 168572,MD MHIC 12894%NI 13VH06160600,NY WC24624-14I1,OR CC9 130498,PA 077343,TX TDLR 27006,VIA SOUWC•91901 Version#35.7 �o4501arCity. .1N OF 3055 Clearview Way,San Mateo, CA 94402 (888)i-SOL-CITY (765.2469 1 www.solarcity-corn O Y00 JIN K ' May 20,2014 1 No.4 Project/Job#026296 RE: CERTIFICATION LETTER AL Project: Jutras Residence Digitally S 00 din Kim 41 Captain Ellis Ln Barnstable,MA 02601 Date: 20 4.05,20 08:50:14 To Whom It May Concern, 071001, 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 . -Dead Load =10 psf(ALL MPS) y Note: Per IBC 1613.1; Seismic check is not required because Ss_ 0.18757 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The. structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carrythe PV system loading. 1. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed 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. Civil 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 AOC 22377.,CA GSLB 688104,.CO EC 8041;,CT RO 0632778:DO HIC 7110I48a 17C HIS 711614W HI CT-29770,FAA NIC 168572.+AD MHC H26948,NJ H3VI-I06160600, - OA CCB 1130408,PA 07]34.3,TX TDLA 27006,*NA GCL•SOLARG'919o7.p 2013 SolaiCttY.AIfr56te resorvoti. - - , I 05.20'2014 4�h� ■ # ' o, SOlarClty SleekMountT'" PV System Version 1� Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS _Project Name: J_utr_a_s Residence AHJ-. Barnstable Job Number: 026296 Building Code: MA Res.Code,8th Edition Customer Name •!; Jutras,Stephen=;: Based On. IRC 2009/IBC 2009 Address 41 Captain Ellis Ln ASCE Code ASCE 7 05 City/State Barnstable, F MA Risk Category_ IIa A.,. Zip Code 02601 Upgrades Req d? No _ Latitude/Longitude 4j.660911. 70 323431 Stamp Req'd? ' SC Office: South Shore PV Designer: J.P.Curry Calculations: : _ Grad Kou al ._ , : LEOR: 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 = 0.18757 < 0.4g and Seismic Design Category(SDQ B < D 1 2-MILE VICINITY MAP Ounns Pond • • • • 28 � • e x 41 Captain Ellis Ln, Barnstable, MA 02601 Latitude:41.660911,Longitude: -70.323431,Exposure Category:C J CALCULATION_OF DESIGN_WIND-LOADSALL,MPS h° Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCi_ty SleekMountT"r = . Spanning Vents No Standoff Attachment Hardware -,A, :, wb3� �r s Av s ;.Com 'Mount 7 e'C i • � "7 � >�« Roof Slope 200 Rafter Spacing.. a,. �. 16"O.C:_'- Framing Type/Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method = _ Partially/Fully Enclosed'Met hod Basic Wind Speed V 110 moh Fig.6-1 Exposure Category Section 6 C __ , .56.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height .. r -A" w h ,uw s. 15.ft a Section 6:2 71 Wind Pressure Calculation Coefficients. Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor :,. , sk; • ., '� S_e_ction'6.5.7 _ 1:00 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1:0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient` Down -',GC' '' '' " 0.45 " Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape a 24 =NA ` Standoff Configuration Landscape Staggered Max Standoff Tributary Area : � r TnbF ffi =� 17 sf y � = _ — -- - -- - PV Assembly Dead Load W-PV t =3 p sf n Net Wind Uplift at Standoff_ T-actual 310 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 61.9% X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 65" M_a_x Allowable Cantilever :w Portraita 19" v NA; Standoff Configuration Portrait Staggered Max Standoff Tributary Area 2 Trib � �� g� � 22 sf y -v °�}; �- PV Assembly Dead Load W-PV 3 psf Net Win ualdpf sta Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 77.4% 3 l,. LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl Wei ht s sf PV System Wei ht s 3.0 psf Roof Dead Load Material Load Roof Category Description ALL MPS Roofing Type x " Comp Roof ' ` (2 Layers)' 5.0 psf r Re-Roof to 1 Layer of Comp?? No Underla ment Roofing Paper _ 0.5,p5f Plywood Sheathing Yes 1.5 psf Board'Sh_eathin Z- V 1.. aim— "41 f! 4;None 4u.� AL i� $°:�r Rafter Size and Spacing_ 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling. �..' � ;,, No �.--�-- Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 psf ALL MPS 10.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 A '. _ t; 200 sf� Member Tributary Area ;�. „. t ,� - - —--- :arz e z Lt Roof Slope 5/12 Tributary Area Reduction °` 1 Section 4.9 Sloped Roof Reduction Rz 0.975 _ Section 4.9 Reduced Roof Live Load-- - x, - Lr Equation 4-2 Reduced Roof Live Load Lr 19.5 psf ALL MPS 19.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow�Load'R6ductions,Allowed? �_ z 77,E 4 77, _ � :..s, Yes � rr Effective Roof Slope 200 Horiz. Distance from Eve--to,Ridge l _ _W _116 ft "$ 1 Snow Importance Factor IS 1.0 Table 1.5-2 Snow'Exposure Factor Ce _• %- ¢Partially;Ezposed�g - 1 b - Tabler7-2 .. Snow Thermal Factor Ct All structures except 1 s0 indicated otherwise Table 7-3 _. . r- .. .._ ..-.. Minim�um Flat Roof Snow Load-.(w/ - Rain-on-Snow Su harge) Pf-min 21.0 psf 7.3.4&'7.10 rc �r 'k Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct) (I)pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof S -T urface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over. Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof P5-roof 21.0 Psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces1.0 Figure 7-2 Design Snow Load Over PV Ps-P„= (Cs-py)Pf . ASCE Eq: 7.4-1 Modules PS-P" 21.0 psf 70% COMPANY F' PROJECT WoodWbrks- SOMIMFE May 20, 2014 09:42 MP1&2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat Location (ft] Magnitude Unit tern Start End Start. End DL Dead Full Area No 10.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf PVDL Dead Full Area No-' 3.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 0' 0'-7" 12'-8.8" Unfactored Dead 123 113 Snow 187 170 Factored: Total 310 283 Bearing: - F'theta 466 466 Capacity Joist 611 349 Supports 586 586 Anal/Des , Joist 0..51 0.81 Support 0.53 - 0.48 Load comb #2 =r #4 Length 0:.50* 0.50* Min req'd 0.50* ,,. 0.50* Cb .1.75 1.00, Cb min 1.75 i R 1.00 Cb support 1.25 1.25 Fcp su2 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1&2 - Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x6-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 13'-9.5"; Pitch: 4.5/12; Lateral support: top=full, bottom=at supports;.Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1&2.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 = 45 Fv' = 155 fv/Fv' = 0.29 Bending(+) fb = 1357 Fb' = 1504 fb/Fb' = 0.90 Bending(-) fb = 13 Fb' = 957 fb/Fb' = 0.01 Live Defl'n 0.54 = L/290 0.86 = L/180 0.62 Total Defl'n 0.89 = L/175 1 1.30 = L/120 0.69 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 - 4 Fb' - 875 1.15 1.00 1.00 0.636 1.300 1.00. 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.4 million 1.06 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 265, V design = 246 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 855 lbs-ft Bending(-) : LC #2 = D+S, M = 8 lbs-ft Deflection: LC #4 = (live) LC -#4 = (total) D=dead L=live S=snow W=wind. I=impact Lr=roof live Lc=concentrated E=earthquake All LC'.s are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span 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. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern_design. TOWN OF BARNSTABLE VABIL 039- BUILDING INSPECTOR TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a(permit according to thejollowing information: .................................. ....... ............. ................a ....... ..................... ......... ProposedUse ..........��CL!t�... .................................................................................................................................. Nameof Owner �.l. ..... ..........Address ...........................................;,1....................................... � Name ofA,6hhec ----------------------A66nso -----------------~---------- Number of Rooms .................1.5~~ . ------------Foun6o�un --- /A..` =.' ( ' ---------____ Ex/erior —' !��� —.�---------RooGng ' -----^---_— ' | � L Floors .................. ----------..|ntericx .. —_________.. J�_ �� Heating —!-2 ' �Z����l��---------�P|um6ing ----'---.�,���.�.��...---_________. Fireplace .............. ---------------`.App,ox)moteCnu — .-t~-._o ......... � . . � DefnhvePlon Planning�nninQ Board l9--------' Area ~- � Diagram of Lot a nd Building with Dimensions Fee ' ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ^ I hereby agree to � � � � � � � � � � � � � conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. _ � mome, L ........................................................ � V | � ` | Breen, Joseph M250 L104 No ...1.9-OL7.... Permit for .....one..stoxy........... ....sing le...fami.Ly..dw.e-I 11 ng.......................... Location L,,,ot..#.9.. ap.t..Ellis-ArIve........... ...............Uy-ann1s................................................. Owner ....Joseph..B.r.een .................................. Type of Construction ...frame............................ . ................................................................................ Plot ............................ Lot .......#9..................... Permit Granted ................March...........16.............19 77 Date of Inspecillon ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................. 19 ............................................................................... ............................................................................... ............................................................................ ............................................................................... Approved ... .. ...... .. ........ 19 .......... . ................................... ................................... ................ ............................................................ i 1 7,S 8 4-� _ 4-- �140,E» � ,��� - - i 1 1 0 ikp CA r T. I CERTIFY THAT THIS PLAN SHOWS THE ACTUAL. LOCATION OF THE PL ; a Off• LAND STRUCTURE ON THE LAND AND THAT IT CONFORMS WITH THE iro BY-LAWS OF THE WN ,514RNa5 7,4)3 1.�. ���"'• a j 14YAMIIL Il • Q i o CONERY H Comm �' /ec6,��°p o ��ynR A lea. 6573�A .p ft s�q e30 �. / v /9 7 7 O,gTf, lSCAIL.L 1 IN �ONAL � 4�Q Sty ` aM'!- Assessor's ma and lot number . Q.... .�o �'� v 5'���' z-' SEPTIC SYSTEM MUST BE 99 INSTALLED IN COMPLIANCE ' Sewage Pefmit number .................. ... ............................... WITH ARTICLE 11 STATE _ r, SANITARY CODE AND TOWN TO V V 11 AAJ"T"A 11JJ 11.d E c) �P 0 'o MASS a APPLICATION FOR PERMIT TO' ......... ..... . .'. . ......................................................................... y% TYPE OF CONSTRUCTION .......... .... .. .r4�. .. ..Q't . . . ..f...- ........:.....1?. A. ...................................... r .'..........................,9.;?t7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby a,�plies fora ermit accordin tot following inform�" � r Location ..........1 ..�?. ........ ....................... ....... .............. ... ...... a*!f v!c c-4✓ `�R'Q (, I. ............................. ProposedUse j I '. .................................................................................................. ZoningDistrict .............. .........................................................Fire District .............................................................................. 2 z 2 ,,/8�•uw� ' Nameof Owner ........ .. .. . .... ......�... ...:.....Address ......................... ................... .... ..................... P � lt Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... . Number of Rooms ....... �..................... .........Foundation ......... . � r �, ....................................... Exterior ........../..�? . .............1. ................................Roofing ............... ..!.`.........................:.......... Floors ...................................... ..... ................................Interior ........ ...................................... .......................... . .`.. :.Heating ..../... � .............. ...a.:Q,f..............................Plumbing ........... .................:...................... Fireplace .............. —�...............................................Approximate Cost .............�! Definitive Plan Approved by Planning Board --------------------------------t 9--------• Area Diagram of Lot and Building with Dimensions .Fee � �?.......... ..... . ....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. 9.t ............................................. ' 1® Breen, Joseph Z7 -ti No ...1•9O17..;. Permit.for..one..stAxy............... .....&i-ng•14s••£amilY..duelling.......................... � r Location5..•Px .Y.P........... .........Hyannis.................................................... Owner ...Jos.eph..axeem............. Type .of Construction- ...frame....... - _� • ........ ... ................................. ................... Plot ........................... lot ..........#9................... - i Permit Granted .........March..16............ 19 77 Date of Inspection ....... ?- : ...: 19 :, Date Completed ..... ..�.......�..�....,..�.19 - '�` A PERMIT REFUSED ................................:. 19 ` .............................................................. �. �• -'�. ... .............................. . rr ....-4 .. ............................................................ '... _ ... ............... ; .......................................................... ................. � ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT. MEANS MAY BE ENERGIZED IN THE OPEN POSITION, ' BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY - (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3.' GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS-OR ' Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). r= kW KILOWATT 6. ALL'WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY F. MIN MINIMUM UL LISTING. _ 71 Z'A) (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE - =`= c — , NEUT NEUTRAL UL—LISTED.LOCATION PROVIDED BY THE •-•;,�, ,,:. NTS , NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. - w '~ PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND b PV PHOTOVOLTAIC _ _ GROUNDED AT THE MAIN ELECTRIC PANEL. ' SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS' 690.47. - TYP TYPICAL , UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN-CIRCUIT r VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN W PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM Cutsheets Attached • . LICENSE GENERAL NOTES GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A y . ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE r GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION - MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. . AHJ: Barnstable 5. ALL ELECTRICAL WORK SHALL COMPLY WITH = -.t .;,,;� > REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING 28 r +�� ! �" ' '' REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. • _ UTILITY: NSTAR Electric (Commonwealth Electric) , f CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-026296 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JUTRAS, STEPHEN JUTRAS RESIDENCE J.P. Curry = 4b' !SolarC�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 41 CAPTAIN ELLIS LN 6 KW PV ARRAY ►p y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: B A RN S TA B LE M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) YINGLI # YL250P-29b �: REy DATE: MariDorough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: _ T: (850)63lbo o28 F: (617 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—US-ZB-U (508) .294-1549 COVER SHEET PV 1 5/19/2014 (888)-SOL—CITY(765-2489) www.solarcity.com PITCH: 20 ARRAY PITCH:20 MP1 AZIMUTH:286 ARRAY AZIMUTH:28¢ MATERIAL: Comp Shingle STORY: 1 Story Non- PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH: 106 ARRAY AZIMUTH: 106 MATERIAL: Comp Shingle STORY: 1 Story z 0 G� m ro a OF YOO JIN K I I tA No.4 1►L Digitall signed by Yoo Jin Kim LEGEND 3® Date:2014.05.20 08:50:32 07'00' O (E) UTILITY METER & WARNING LABEL o• CIA INVERTER W/ INTEGRATED DC DISCO Front Of House I"" & WARNING LABELS © DC DISCONNECT & WARNING LABELS © AC DISCONNECT & WARNING LABELS i Inv, F � QB DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS AC O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR (E)DRIVEWAY --- CONDUIT RUN ON INTERIOR CL �, GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L-'J SITE PLAN N Scale: 1/8" = 1' e 01' 8' 16' W S I PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN d08 NUMBER: J g-026 296 00 J.P. Cuff \`!s SolarCity. CONTAINED SHALL NOT BE USED FOR THE JUTRAS, STEPHEN JUTRAS RESIDENCE Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Ali NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 41 CAPTAIN ELLIS LN 6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moou<� BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) YINGLI # YL25OP-29b PAGE NAME SHEET; REV DATE. Marlbomgh,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.- (650)638-1028 F.- (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—US—ZB—U (508) 294-1549 SITE PLAN PV 2 5/19/2014 (666)—Sol-olTr(765-2489) wwwsolarcity.aam S 1 (E) 1x8 S 1 (E) 1x8 01 12'-2" 12,_2„ (E) LBW (E) LBW SIDE VIEW OF MP1 NTs: �IDE W OF MP2 NTs MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED € LANDSCAPE 64" 24" STAGGERED tr> PORTRAIT 48" 19" _ PORTRAIT 48" RAFTER 2x6 @ 16" OC . ROOF AZI 286 PITCH 20 STORIES: 1 RAFTER .2x6 @ 16" OC ROOF AZI 106 PITCH 20 STORIES: 1. ARRAY AZI 286 PITCH 20 ARRAY AZI 106 PITCH 20 C.J. 2x6 @16" OC Comp Shingle C.J. 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE 1 IN FOOT LOCATION AND DRILL PILOT ZEP LEVELING 0 Z O ZEP ARRAY SKIRT (6) _ HOLE. 4 2 SEAL PILOT HOLE WITH � tt10f O O POLYURETHANE SEALANT. ? 1 ZEP COMP MOUNT C Y00 AN ` - (3) INSERT FLASHING. K� ZEP FLASHING C (3) No.4 7 (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH ' � � 5/16" DIA LAG BOLT = (5) (5) SEALING WASHER. .; Digita signed by Yoo Jin Kim WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING F00T WITH Date: 2014.05.20 08:51:18 (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. -07'00' (E) RAFTER i STANDOFF S1 Scale: 1 1/2" = 1' J B-0 2 6 2 9 6 00 PREMISE OWNER: DESCRiPPON: DESIGN: CONTAINED AL— THE INFORMATION HEREIN JOB NUMBER: \\, �SO�a�C�t CONTAINED SHALL NOT BE USED FOR THE JUTRAS; STEPHEN JUTRAS RESIDENCE J.P. CurryBENEFIT OF NOR SHALL TNBENDISCLOSED IN WHOLE OREXCEPT SOLARCITY CIN Come SYSTEM: Type C 41 CAPTAIN ELLIS LN 6 KW PV ARRAY � y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11-. THE SALE AND USE OF THE RESPECTIVE (24) YINGLI # YL25OP-29b SHEET: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION of sOLARCTY INC. SOLAREDGE SE5000A-US-ZB-U (508) 294-1549 STRUCTURAL VIEWS PV 3 5/19/201 (886)-SOL-CITY(765-2489) www.sdarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:Bryant (#B1220SM) Inv 1: DC Ungrounded INV I -(1)SOLAREDGE#SE5000A-US-ZB-U LABEL: A -(24)YINGLI # YL25OP-29b GEN #168572 , ROD AND ONE (N) GROUND ROD AT Meter Number:44007871 Tie-In: Supply Side Connection Inverter; 5000W, 240V, 97.574 w/Unifed Disco and ZB, AFCI PV Module; 250W, 226.2W PTC, H4, 40mm, YGE-Z 60, Black Frame, ZEP Enabled ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Overhead Service Entrance INV 2 Voc: 37.6 Vpmax: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL SolarCity E; 10OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMERInverter 1 (E) WIRING SOLARGUARD Disconnect METER CUTLER-HAMMER 4 A 1 6 Disconnect 5 SOLAREDGE Dc+ DC- 1 String(s)Of 12 On MP 1-2 ')' B 30A D SESOOOA-US-ZB-U EGC ------ --- LA M, L1 xaav ------ - I 10OA/2P 6 L2 ADI i I N I LL (E) LOADS GND _ -- GND --- ---- GND ------------- -G C DC+ DC+ 1String(s)Of 12 On MP I EGC -(1] 3) /T1\ L - EGC--- --------1(1)Conduit ------------ ---�---- -- -------------- ---t� I I Kit; 3/4" EMT - _ - N I - I I GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I f I I i I I I I Voc* = MAX VOC AT MIN TEMP Ol (1)Ground Rod; 5/8" x 8'. Copper B (1)CUTLER-HAMMER #DG222NRB /ra A (1)SolarCit 4 STRING JUNCTION BOX D� f -(2)ILSCO g IPC 4/0-#6 Disconnect; 60A, 240Vac.Fusible, NEMA 3R -(1)lar 8�G t9UUNo 2 D, GROUNDED Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Universal Box Bracket; PKG B D SolarGuard Monitoring System ( ) (I)CUT R-HAMMER -Fusible, NEMA 3R PV (24)SOLAREDGEP300-2NA4AZS -(1)CUTLERnect; 3R B DG030NB PowerBox ptimizer, 30OW, H4, DC to DC, ZEP Ground eutral Kit; 30A. General Duty(DG) nd SCSUPPLY SIDE CONNECTION. DISCONNECTING'MEANS SHALL BE SUITABLE (1)AWG#6, Solid Bare Copper AS SERVICE EQUIPMENT AND SHALL BERATED PER NEC. -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL 1)AWG#6, THWN-2, Black 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 ©�(1)AWG #6, THWN-2, Red O L`L(i)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=8.46 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.46 ADC 1)AWG P = p= I ( p - P= �.). . . #0,_THW . . . re. ( #6, THWN-2, White NEUTRAL Vm 240 VAC Imp 20.83AAC 1)AWG 0, THWN-2, White NEUTRAL Vmp -240 VAC Imp 20.83AAC 1 AWG 10, 1HWN-2, Green EGC. ._ . . .. . . . . . , . ,-,(i)AWG #6,.Solid Bare.Copper. GEC. . , , (1)Conduit,Kit_3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG #8,.THWN-2,.Green . . ECC/GEC.-(i)Conduit.Kit;.3/4".EMT. . _ , . . , _ ._ (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#16, PV WIRE, Black Voc* =500 VDC Isc =15 ADC ®�(1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=8.46 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.46 ADC . _ . . . . . . 0)AWG #10, THWN-2,.Green_ EGC . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 9 6 00 PREMISE OWNER: DESCRIPTION: DESIGN: - CONTAINED SHALL NOT BE USED FOR THE JUTRAS, STEPHEN JUTRAS RESIDENCE J.P. Curry �SolarCity.�_ ,�; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 41 CAPTAIN ELLIS LN 6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- BARNS TABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) YINGLI # YL250P-29b PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOmmy INC. SERTER: GE SE5000A-US-ZB-U (508) 294-1549 THREE LINE DIAGRAM PV 4 5/19/2014 (888)-SOL-CITY(765-2489) www.sclarcity.com SolarCity SleekMountT"" - Comp SolarCity tTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules Diameter for Proper Drill Pilot Hole of aesthetics while minimizing roof disruption and � > � � � � � 1� P • •Interlock and grounding devices in system UL. ) e labor.The elimination of visible rail ends and Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 a mounting clamps, combined with the addition of array trim and a lower profile all contribute p �� O`""'•;_ O Seal pilot hole with roofing sealant . . Interlock and Ground Zep ETL listed to UL 1703 y pp g y as"Grounding and Bonding System"' C O3 Insert Comp Mount flashing under upper to a more visual) appealing system.SleekMount g g y utilizes Zep CompatibleTM modules with •Ground Zep UL and ETL listed to UL 467 as _ layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered 4� Zep Solar standoffs, effectively eliminating the . need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, Composition .Anodized components for corrosion resistance ©5 Install lag pursuant to NDS Section 11.1.3 - shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. e Applicable for vent spanning functions -- " Secure Leveling Foot to the Comp Mount using machine Screw Place module' 0 Components oOA 5/16"Machine Screw' - B © Leveling Foot © Lag Screw ©D Comp Mount © O Comp Mount Flashing --��solar��ty® January 2013 ��co�m1�1 ``�,/ V� LISTED , ►t`sOlarClty® January 2013 , y . solar - o r solar=qq SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer . 'tiy'• ,� :'c' - _.._ P300-._ P350 P400 Module Add-On For North America (� (for 6a`e"PV "°"2-`e"P" `` ce"P modules) modules) odule m es) m es) modules) P300 / P350 / P400 ...,: INPUT ,:'; '. Rated Input DC Powers ............ •.,......... 300... •.• 350 400 W ......... .................... ... v 1L71 Absolute Maximum Input Voltage(voc at lowest temperature) 48. 60 Vdc t�J ..................... ................... ................. ................ MPPTO rating Range I. 8 48 8-60 8 80 Vdc Q Maximum Short Circuit Current(Isc) „,,,,,,,,,,,,,, Maximum DC Input Current 12.5 - Adc .................................. ................... ......... ........................................ ......... ........ .. ... -• Maximum Efficiency - % ............................... • ,,.*r a.,� Weighted Efficiency .....I.,.............. ............................... ..... Overvoltage Category .� ' 'OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maxmut Cu rrent - .r • `� ................. . .......... .................. ... ... ...... ... ......15 ....... .. .... ... ...m Outpu Maximum Output Voltage 60 Vdc 'OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 1 Vdc 'STANDARD COMPLIANCE - aaa �wM 3 EMC FCC Part15 Class B,IEC61000 6-2,IEC61000 6 3 .. .. . ... ... ...... .. ... ... .. ..........IEC62309 1(class II safeN),UL1741................ .......... - .......... ........................ ............ .... .. ... - RoHS Yes INSTALLATION SPECIFICATIONS- O Maximum Allowed System Voltage 1000 Vdc Dimensions.IW zLx H).. ........... ... ...............141 x 212 x 40.5/5.55 x.8.34z159..•. ...... rr rp n. ... ................ ........950/2.1........... ..gr/Ib ' Weightlinduding c....... ... ........ ..................... ........... .. ...... .................... ... ....ables) :: r` .: ,., ,', 3• Input Connector .. ... .. .... .. MC4/AmphenoL�TY54.. ...... ............. ,_ - Output Wite Type/Connector ., ...... _.. ,Double.Insulated;Amphenol -� ` " Ou[ut Wire Length 0.95/30 1.2/3.9 m./ft ,` £ ,rt,J<`y =r� .:., ... .......... .... ........................ .... ............. .... P. ... .. .. Operating Temperature Range 40-+85 185 .,,.£. .a, .� Protection Rating .......... ....... ............ ... IP65/•NEMA4 ... . .<. _ r alive Humidity ... ..... .. ......... ........ ................. tr: Rel ... ................. .. ........ ..................................... .. ............... ......... 0 100 % ,of Made d ro sx pow:.romr,anow�e. L r - #PV SYSTEM DESIGN USING A SO_LAREDGE - THREE PHASE THREE PHASE _ ` .INVERTER •' SINGLE PHASE €'� `t' 208V 480V - 'v PV power optimization at the module-level Minimum s.... ...... ... ... ...... a to is ..im......................... e,.0p.t.i...,............................................................................................................................ Maximum String Length(Power Optimizers) ...........25. ...........25, ........50, — Up to 259'p more energy . . .....................................................I....................... ............. ................ ............ ... ... Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) ....................................................................................................................................................................... Parallel Strings of 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 - - - - Next generation maintenance with module-level monitoring _ w a — Module-level voltage shutdown for installer and firefighter safety �/(y��j,, ": " ,.rho fa USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us "`� •.n �. >"-` <.'F �� 1, YGE Z 6® YL255P-29b YGEZ- 6® CELL SERIES: � YL255P-29b Powered by YINGLI YL25UP-29b YE CELL SERIES N oLAR YL245P-29b ELECTRICAL PERFORMANCE r. : YL240P-29b U.S.Soccer Powered by Yingli Solar GENERAL CHARACTERISTICS - .y Module type ,VL260P-296 YL255P-296 YL25OP-29b YL245P-29b'il YL240P-29b Dimensions(L/W/H) 64.96in(1650mm)/3898in(990mm)/Power output N Pm.. W 260 255 I 250 245 p 240 _ 1.57in(40mm) • Poutputtolerances ...AP.-% % .-.---....._ -0/+3 Weight , 7kg) - 43 41bs(19. • Ideal for residential Mo I.dule efBcrency b nm�•% 15.9 15.6 f 15.3 15.0 14.7 and commercial applications where cost savings, Voltage at I�mee 303 30.0 R 29.8 29.6 29:3_ Current atPm I— a� 8.59 8.49 8.39, 8.28 8.1a PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open-circeltvoltage V 37.7_ 37.7 37.6 37.5 € 37.5 _ •' Number of modules p pallet r z6 w Short-circuit current L. A 9.09 9:01 i 8.92 j 8.83 8.75 Number of pallets per 40 container -_- -28 STC:100t1W/m'i r diance,25'C cell temperature,AM1.5g spectrum according to EN 60904-3• • • Average relative effcienq reduction of 3.3%at 20OW/m'accord--cling to EN 60904-1 Packaging boa dimensions 67.32m(1710mm)/45.67in(1160mm)/ (L/W/H) 46.38in 0178m) Lower balance-of-system costs with Zep. ..- • Box weight I 1202lbs(545kg) Compatible"frame. Power output P .I W 1897 186.0 182.4 178.7 17s.1 ----. Reduce on-roof labor costs by more than Voltage at P.,., l v I v 27.6 27.4 27.2 27.0 26.8 Units:inch(mm) 25%. Current at P. ;I_I A 6.87 6.79 I 6.71 6.62 ( 6.54 38.98(990) { Open circuit voltage it V -1 V _34.8 �f 34.8' t 34.7 34.6 34.6 36.85(936) 1.57(40) Leverage the built-in grounding system- \ Short-circuit current n I i A 735 Sze 721 z1a € zo7 if it's mounted,it's grounded. NOCT open-circuit module operation temperature at 800wlm=rradi,,ce,zo C ambient temperature,1m/s wmd speed Decrease your parts count-eliminate screws, " ` THERMAL CHARACTERISTICS rails,mounting clips,and grounding hardware. - Nominal operating cell temperature INOCT� 46+/-2 - e - • • O 0 .Temperature coefficient of P.w Y I%/°C -0.42 I' Temperature coefficient of V.. 1 w.. %/°C - -0.32 Minimize roof penetrations while maintaining Temperature coefficient of I.. an- I%/°C 0.05 Grounding holese® d the system's structural integrity. _" MF .6 a0236(6) - Qp0 A.), I Temperature coefficient of v,.,, y 9.m.I%/^c -0.42 Invest in an attractive solar array that includes a black frame,low mounting profile,and 1 OPERATING CONDITIONS ' aesthetic array skirt. + g p Max.system voltage t • 1000voc Mounting holes CaMPp•�\� 9e n _ 4-0.256x0.315(6.Sx8) - Increase energy output with flexible module Max.series fuae rating 1sA r layouts(portrait or landscape). ric Limiting reverse current 15A Dra nage holes _ Trust in the reliability and theft-resistance of _ 8 a1zx0.315(3x8) _ r Operating temperature range -40 to 185°F(-40 to 85°C) the Zep Compatible'"system. 3.9n(1(100) .• ,... • : I' 'i / Max.static load 2400Pa _ • - - ' Max.hailstone impact(diameter/velocity) N e. 25mm/23m/s (1 47 0// ) ' AC SOLUTION OPTION Leading limited power warranty'ensures q / 91.2%of rated power for 10 years,and 80.7% ! / The YGE-Z Series is now available as of rated power for 25years. CONSTRUCTION MATERIALS \ • . an Enphase Energized"AC$OIUtIOn. - - Front cover(material/thickness) - ' low-iron tempered glass/3.2mm r SECTION C-C LV� This solution delivers optimum Cell(quantity/material/dimension / 60/meltorys<all boon/ 1 V 10-year limited product warranty. number of besbars) 156mm x 156m /2 or 3 ellpfldSe performance and integrated intelligence. The Enphase M215-Z Zep Compatible Encapsulant(material) ethylene vinyl acetate(EVA) \� / Microinverter is designed to connect - 'In compliance with our warranty terms.and conditions. F (material/ to / d I g 9 g)` od d aluminum alloy/black/silicone or tape i direct) into the Z Series module groove,eliminating y g g Junction box ingress protection rating) 1 - aIP65 I warning:Read the Installation and user Manual in its entirety the need for tools or fasteners-all with one easy step. Cable(length/.cross-sectional are 1200mm/4mm' �before handling,installing,and operating Yingli modules. - Connector(type/ingress protection rating) Amphenol H4/aIP67 Our Partners UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008,.ISO • . 14001:2004,BS OHSAS 18001:2007,SA8000 I , 'Ito Intelligent real-time -__ ____ _ " ,• . . If monitoring at the system _ - _ - and module level with V If yov cts bvy from Y ugh Amer cas,Yingh Amencas The specifications in this datasheet are not guaranteed and are subject to change without prior notice. a as the mporter and complies with all This datasheet complies with EN 50380:2003 requirements. - - - -- Enlighten. �^ applicable tuft.Customers can buy from Yingli - - LISTED Americas with no worry that they will be liable for (PI-I.LTNC n.-ra any mport tanfk. - 44D0 Yingli Green Energy Americas,Inc. I info@yingliamericas.com Tel:+1 (888)686-8820 YIN 1 -OLAR YINGLISOLAR.COM/US NYSE:YGE • Y I N G L I S O L A R.C O M/U S I Yingli Solar ®Yingli Green Energy Holding Co.Ltd. YGEZ60CellSeries-US-201403-VOI U.S.Soccer Powered by Yingli Solar ` =oo S D a r, _ _ Sin le Phase Inverters for North America SO' z SE3000A US/SE3800A US/SE5000A US/SE6000A US/ u > SE7600A-US/SE10000A-US/SE11400A-US ,�� zr.d SE3000A US SE3800A-US SESOOOA=US cFenORA-IIS SE7600A-US SE10000A-US SE1140OA-US .OUTPUT 9980@ 208V S o I a r E d g e Single Phase Inverters 7 r 1 Nominal AC Power Output 3000 3800 4 5000 6000 7600 10000 @240V 11400 VA tx rs 1 s oo @ 208v losoo @ zosv Max.AC Power Output 3300 4150 6000 8350 12000 VA P 5450 @240V •• ......._. 10950 @240V ......... •••••„ For North America .. .. „ AC Output Voltage Min:Nom:Max.* - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ h. Output'Volt.,..Min.-No .Ma.... ................ ................................................ .............. .�„r r a AC Output Voltage Min.-Nom:Max.* SE760OA-US/SE10000A-US/SE1140OA-US 211-240 264Va .•, .. •....._.. ... • ....... .... ...•,,,,,,, ,,,,,,,,,,,..... ..................................... .. ............. ............................ .. .. er '�,'' '"`'"'"`' `' AC Frequency Min:Nom:Max.* 59.3-60 60.5(with HI country setting 57-60 60.5) Hz 1•_, :, .,}. `,r{' r .............. ............ ....... ...24 @ 208V.. ............ ... ........ ...48 @ 208V... ......:....... . ...... L.21 @ 240V...I .. ....I...42 @ 240V._.L. ........... ... ... Max.Continuous Output Current 12.5 16 25 '32 47 5 A ..I. a ... .... i + �„ .rw r„dykn GF.DL.................... . ... .... ........................................................ ................................ .. ................... ..... ......... ., Utilitytecti ring,Islandigng , 1 A Monitoring, Protection,Count Configurable Yes Thresholds - rqf 25 �, INPUT ---- 1L� Recommended Max.DC Power** „ .seats ,C _ 3750 4750 6250 7500 9500 12400 14250 W tatta�rl,; (src)........ .... ... ......... .... ... .............. a. .:t t : Transformer less,.Ungrounded....... ....................................................... Yes ....................................................... ... ................. .............. .................................. ....... ... "'* ,; ,� •'-: -' >: •Nom.IDC InVuttVoltage 325 @ 208V/350 @ 240V Vdc ks_. it - •� era_`,, ., ",. ....... .. ...?.......................... ............ ........... ...16.5 @ 208V ............... ............ ...33 @ 208V... .......... ......... .. ..... i a I A Max.Input Current*** 9.5 13 .I.15.5@240V.•.,•, 18 23 30.5@,240V..L_... 34.5' Adc w...,. . ' ;_ ... .. ................................ ..... ..... . ..... .......... ........ ......... .... ... ;r _'' - ;`.: •Max..lnpLitShortCircuitCurrent•,•••, ... - 30 45 Adc ......... ...... ............... ... .......... .. ..... ............. ........... .......... ....... ......... - i ....... .. ..,.. Protection _.._...._.,••,..,,Yes.:. �� �� r Ground-Fault Isolation Detection 600kn Sensitivity >' ' MaximuminverterEfficiency 97.7 - 98.2 98.3 98.3 98 98 .....98...... ......... ............ ........... 7.S @ 208V I ............. ............ .97 @ 208V. ... .. CEC Weighted Efficiency .. .. 97.5 .. .. 98 ...g98 @ 240V..1......97.5... ...97.5......I..97.5 @,240V .L.....97.5..... / .. - Nighttime Power Consumption <2.5 •• •• <4. W ADDIT AL URES Supported l nCommunTcation Interfaces RS485,RS232,Ethernet,ZigBee(optional) ........ ...... ..... ...... .. ........ ......... .... .......... . ... . ...... .� • , ... .. .. ..... .. .. I I' Rrvrmlr Grarle Data,AN5,l C12.1 - Optional COMPLIANCE _ •SafeNDA UL1741,UL36998 UL1998:CSA 22.2 tf v. ^, R _ D COMPLIANC......... ................................... .. ........ Grid ConnectionStandardsE _._........................................... ...IEEE1S47 ..................................................... t j� : Emissions FCC part15 class B `" t INSTALLATION SPECIFICATIONS k Y = .; •' AC output conduit size/AWG range 3/4 mlmmum/24 6 AWG 3/4 mmlmum/8 3 AWG { .... ...... .... ............. ....... ................ .......... .... — ......................... .. . ...... ................. Y DC input conduit size/#of strings/ M AWG ran a 3/4"minimum/1 2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG ..... ... .. .... .... .. ...... . ... . ... 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 ¢.... .. _,:d! `• .,' }" ._ h ^ �s<�{ :�,z ax , .:. Switch(HxWxD)........................ . .....77S x 315 x 172...... ... 775 x 315 x 191....... ................. ................. - Weight with AC/DC Safety Switch.... ........51.2/23.2 54.7/24.7.. ..88.4/40.1.. ...Ib/.kg... ....-.„ ...... .. ........ ........ ....... .. .. ..... ............... ............................. ...... ...................... - Cooling Natural Convection Fans(user replaceable) The best choice for SolarEd a enabled systems Noise to+6•• ...Nv , * •... .........<25....... <50 BA . . ............. .. ......................... ..................... ....... ..... - g y � � Min.Max.Operating Temperature - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance 13 to+1ao/ 26 to+6o(CAN version**** +60) F/'C Range .................... ................................................... ........... .................................................... .... Superior efficiency(98%) _ Protection Rating NEMA 3R . F other regional settings please contact 5o1arEdge support. Small,lightweight and easy to install on provided bracket ••Limited to 125%for locations where me yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77•F/25•C. For detailed information,refer to htt+//•^•^• 1 d us/files/odfstinverter do oven r ei de Of .Built-In module-level monitoring A higher current source maybe used;the inverter will limit its input current to the values stated. •'CAN P/Ns are eligible for the Ontario FIT and micmFlT(micmFIT exc.SE11400A-US-CAN). — Internet connection through Ethernet or Wireless Outdoor and indoor installation , , Fixed voltage inverter,DC/AC conversion onlyr ' y ,` s� " as>.. F� `•' Pre-assembled AC/DC Safety Switch for faster installations � i Optional—revenue grade data,ANSI C12.1 c t • L - ic � stxtsc� ve a^ . USA GERMANY ITALY PRANCE JAPAN CHINA AUSTRALIA THENETWER LAN DS ISRAEL WWW.SOIaredge.US ,; y ,, alb.*.1 � ,' �_, ^ • Y�r;