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HomeMy WebLinkAbout0282 WILLIMANTIC DRIVE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION iLf6a cis � Map /D Parcel 0,M o® Application # 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 A$A L/,/0�,aff Village ZeAg,:E1K n Nd/5 Owner f)Q.u;d Gushgf'son Addressc992l�/�//1 >,�iG_ MAMOAAR.%ls ZY-4D261/8 Telephone _Ie' Permit Request /w57-4 a ESOLaA ELEC7yie-r✓wma5 On! RQoFOF A)r/ST/NG magsE�-fe 8,r 1NT�A�GONN�'_CTED 1. rrw,,R/ON,r ALzd7yjCGl.[_ SSx''lE'M Square feet: 1 st floor: existing mA proposed -- 2nd floor: existing NA proposed Total new -- Zoning District RF Flood Plain "A Groundwater Overlay NA Project Valuation Xodo Construction Type SozwA pA14CL5 Lot Size AJA Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure gd !Vrs— Historic House: ❑Yes X No On Old King's Highway: ❑Yes �?(No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other NA Basement Finished Area(sq.ft.) -A/A Basement Unfinished Area (sq.ft) n/A Number of Baths: Full: existing NA new Half: existing NA new Number of Bedrooms: ovA existing —new Total Room Count (not including baths): existing MA new -- First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other NA A Central Air: ❑Yes ❑ No Fireplaces: Existing NA New Existing wood/coal stove: ❑es ❑ No Detached garage: ❑ existing OAnew size—Pool: ❑ existiiqngR❑ new size _ Barn: ❑ exiting ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )ErNo If yes, site plan review# c o Current Use SiN4.1e, ,Lc7 Proposed Use %QA4A- ro APPLICANT INFORMATION (BUILDER OR HOMEOWNER) = rn Name Tasol�f Lt/AIIAN �SoldrC'�y fro Telephone Number ?!-je Address 160 e&-QQ to&,Qyk fir. #�UCIo License # !SQ.9:CF � Vim,&Pc d MA a4gd" Home Improvement Contractor# g957,L Wq Tes6-Do66 IR650a3 Email %I pazyA gw'60 smyomiY_c&M Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO,q�s&r SeLdr 66q 10mice. /60 (SrlMPn a P.4,r k& CW40 am-d mAe CIA SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED �y . MAP/PARCEL NO. ADDRESS t• :' VILLAGE OWNER r [ DATE OF INSPECTION: I FOUNDATION FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH - FINAL PLUMBING: ROUGH FINAL:: GAS: GAS: ROUGH :+ FINAL } FINAL BUILDING DATE CLOSED OUT. k' ASSOCIATION PLAN NO. j i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' I Congress Street,Stiite 100 r Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo I CA/94402 Phone#: 650-963-5100 Are you an employer?Check the appropriate box: Type of project(required): I.N I am a employer with 3000 4. ❑ I am a general contractor and employees(full and/or part-time). r have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.] 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no Solar/PV employees. [No workers' 13.❑■ Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company Policy#or Self-ins. Lic.#: WA766DO66265023 Expiration Date: 09/01/2014 Job Site Address: All Locations City/State/Zip: Barnstable,MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certt&under the pains and penalties of rj that th information provided above is hue and correct Si nature: _ Date: 5/5/2014 Phone#: 9782152359 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#: CERTIFICATE OF LIABILITY INSURANCE DATE2 /Y 08/ 1/2013 1/23 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 0726293 1-415-546-9300 CONTACTBrendan Quinlan _ NAME: Arthur J. Gallagher 6 Co. PHONE 415-536-4020 FAX Insurance Brokers of California, Inc., License #0726293 1255 Batts Street #450 EdAAIL brendan quinian@ajg.com � DDRESS: 9u 7g• San Francisco, CA 94111 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: LIBERTY MOT FIRE INS CO 23035 INSURED INSURERS: LIBERTY INS CORP 42404 SolarCity Corporation INSURERC• 3055 Clearviea Way INSURERD: San Mateo , CA 94402 INSURERE., INSURER F: 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 EXP LTR TYPE OFINSURANCE ADOL SUER POLICY NUMBER MM/u0D YY MCY EFF MIODNYYYY LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES DAMAGE RENTED 100,000 REMIS S(Ea occurrence) $ CLAIMS-MADE I—xi OCCUR MED EXP(Any oneperson) $10,000 X Deductible: $25,000 PERSONALBADVINJURY $1,000,000 GENERAL AGGREGATE $2r000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X I POLICY I I PRO- LOC $ A AUTOMOBILE LIABILITY AS COMBINED SINGLE LIMIT 1 000 0OO _(Ea accident) X ANY AUTO BODILY INJURY(Per person( S ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LWB OCCUR EACH OCCURRENCE S EXCESS LIAB HCLAIMS-MADE AGGREGATE S DED RETENTION$ $ B WORKERS COMPENSATION WC7661066265033 (NI Retr ) 09/01/1 09/01/14 X WCSTATU- OTH• AND EMPLOYERS'LIABILITY R YIN B ANY PROPRIETORIPARTNERIEXECUTIVE WA766D066265023 (Ded) 09/01/1 09/01/14 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDE07 N❑ N I A (Mandatory 1.NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000 It yes,describe 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,If 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 ©1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 Office of Consumer Affairs nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 JASON QUINLAN 24 ST. MARTIN STREET BLD 2 UNIT 11 -- — — MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 G 2OM-05/11 Address ❑ Renewal [3 Employment Lost Card ��(', fi'ia IeNN17INPR�/�c��°'�([13.:r(•�R.7�'��7 Rice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration: 168572 Type 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement %ard Boston,MA 02116 1 SOLARCITY CORPORATION J JASON QUINLAN 24 ST MARTIN STREET BLD 2UNI ��•�-�-,6 � I"ALBOROUGH,MA 01752 Undersecretary Not valid without signature Massachusetts-Department of Public Safety Board of Building Regulations and Standards t 11110rm'U11n-sulu•0i%1u' Licenso-CS-095884 JASON R QUINLANv 190 WALL ST BRIDGEWATER=MA, �J ' Expiration CU+pimssi liar 12/02/2014 w/`YI1??24�jZLLIGCI�L�YG 'jcu f G2e-'J - Office of Consumer Affairs id usinesse ation g 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 ALEC MEYERS - 24 ST. MARTIN STREET BLD 2 UNIT 11 — MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA t c, 2OM•05/11 [� Address 0 Renewal Employment ❑ Lost Card _ Mce of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation . egistration: 16'85j2 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2015'.'. Supplement Card Boston,MA 02116 SOLARCITY CORPORATION ALEC MEYERS 24 ST MARTIN STREEtK 2l if l --- TAAkLBOROUGH,MA 01752 "--ture Undersecretary Not lid without 4 Version#34.3 = SoIarCity. �ZH OF 3055 Clearview Way,San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www.solarcity.com YOO JIN K April 24, 2014 VI y No.4 Project/Job# 026245 RE: CERTIFICATION LETTER O AL� Project: Gustafson Residence 282 Willimantic Dr Digitally igne y Yoo Jin Kim Barnstable, MA 02648 Date:2014.04.24 08:18:55 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 - MP1: Roof DL= 14.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) -MP2: Roof DL= 14.5 psf, Roof LL/SL= 16.3 psf(Non-PV Areas), Roof LL/SL= 10.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19625 < 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 carry the PV system loading. 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 Al R01 243P , H;; H!C 7110148G.0(;HIS MY`148,9 H1 CT 20110,MA HI 168Wi".'1 W l.C'� PVHPC'161"Z.StU. UP=6 IF.ITN,PA 07.,W,' TP TM Td P?i:�15,VIA 001,r-,01 ARf.'0110 3^-7�0+'1 e,-z,L�Z'ato A �ht:•c;rrval 04.24.2014 SolarCity SleekMountT" PV System Version #34.3 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Gustafson Residence AHJ: Barnstable Job Number: 026245 Building Code: MA Res. Code, 8th Edition Customer Name:' Gustafson, David Based On: IRC 2009/ IBC 2009 Address:) 282 Willimantic Dr ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02648 Upgrades Req'd? No Latitude/ Longitude:! 41.677069 -70.399855 Stamp Req'd? Yes SC Office: South Shore PV Designer: Greg Baird Calculations:, Brad Taylor EOR: Yoo]in 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 = 0.19625 < 0.4g and Seismic Design Category (SDQ = B < D 1/2-MILE VICINITY MAP 149 • 149 1<7 Shubae DqQi ' ' • 282 Willimantic Dr, Barnstable, MA 02648 Latitude: 41.677069, Longitude: -70.399855, Exposure Category: C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi Roofing Type _ Comp Roof (2 Layers)a 5.0 psf Re Roof to 1 Layer of C_om__p? No Underl_ayment- _- R_o_ofing,Paper 0.5.,psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 @ 24 in.O.C. 1.5 psf Vaulted-Ceiling Yes 4.7 psf Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 14.5 psf(MPI) 14.5 psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Tributary Area AL < 200 sf Roof Slope 2/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 1 Section 4.9 Reduced Roof Live Load Lr = 7-R; R Equation 4-2 Reduced Roof Live Load Lr 20 Psf MP1 20.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow,Load Reductions Allowed?T Yes I Effective Roof Slope 100 Horiz.,Distance from Eve to Ridge W 12.0 ft_ Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially i EOxposed Table 7-2 Snow Thermal Factor Ct All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(wi Pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) 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 Surrounding Roof Surface 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 Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_°" Unobstructed Slii0ppery Surfaces Figure 7-2 1. Design Snow Load Over PV PS_ "_ (Cs- ")Pf ASCE Eq: 7.4-1 Modules PS°" 21.0 psf 70% COMPANY PROJECT WoodWorks OD SOMVARF FOR WOOD OFSICN Apr. 24, 2014 06:08 MP1.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 14.50 (24.0) * psf PV LOAD Dead Partial Area No 1.00 10.67 3.00 (24.0) * psf SNOW LOAD Snow Full Area Yes 21.00 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 0'-6" 11'-9" Unfactored: Dead 211 201 Snow 258 247 Factored: Total 469 448 Bearing: F'theta 433 433 Capacity Joist 2517 2274 Supports 2789 - Anal/Des Joist 0.19 0.20 Support 0.17 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.59** 0.69 Cb 1.11 1.00 Cb min 1.64 1.00 Cb support 1.25 - Fcp sup 425 - '*Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2'W-1/4") Supports: 1 - Lumber Stud Wall;S-P-F Stud; 2-Hanger; Roof joist spaced at 24.0"c/c; Total length: 12'-3.4'; Pitch: 2/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorksO 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 = 52 Fv' = 155 fv/Fv' = 0.34 Bending(+) fb = 1113 Fb' = 1389 fb/Fb' = 0.80 Bending(-) fb = 8 Fb' = 811 fb/Fb' = 0.01 Live Defl'n 0.23 = L/588 0.57 = L/240 0.41 Total Defl'n 0.43 = L/319 0.76 = L/180 0.56 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 1.200 1.00 1.15 1.00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.584 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 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 = 423, V design = 378 lbs Bending(+) : LC #2 = D+S, M = 1219 lbs-ft Bending(-) : LC #2 = D+S, M = 9 lbs-ft Deflection: LC #4 = (live) LC #4 = (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 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 = 67e06 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. (CALCULATI.ON OF:DESIGNWIND.COADS MP1 Mounting Plane Information Roofing Material Comp Roof PV.System_Type SolarCity_SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 100 Rafter Spacing 24"O.C. 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 Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method Partially/Fully Enclosed Method Basic Wind Speed V _ 11.0 mph Fig. 6-1 Exposure Category C _Section 6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 1 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 Importance Factor I 1.0 Table 6-1 qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 Velocity Pressure qh 24.9 psf 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 -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscapes 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary.Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf NetNet Wind,Uplift at Standoff Tactual -390 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity I DCR 78.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever_ Portrait 191, NA Standoff Confi uration Portrait Staggered Max Standoff Tributary,Area Trib 22 sf_ PV Assembly Dead Load W-PV 3 psf Net,Wind,Uplift at Standoff Tactual -433 Ibs Uplift Capacity of Standoff T-allow~ 500 Ibs Standoff Demand/Capacity DCR 86.7% LOAD ITEMIZATION- MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Wei ht s 0.5W77 PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofing Type Comp Roof (2 Layers)�' _ 5_.0,psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing,Paper _0.5,psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 @ 24 in. O.C. 1.5 psf Vaulted Ceiling Yes 4.7 psf Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 14.5 psf MP2 14.5 Psf Reduced Roof Live Load 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 10/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.7 Section 4.9 Reduced Roof Live Load Lr = R- R Equation 4-2 Reduced Roof Live Load Lr 14 psf MP2 14.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow,Load,Reductions Allowed? Yes I Effective Roof Slope 390 Horiz.,Distance from,Eve,to,Ridge W W 16.3-ft Snow Importance Factor . IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially i EOxposed Table 7-2 Snow Thermal Factor Ct All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 21.0 psf 7.3.4&7.10 Rain;on-Snow,Surcharge) 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 Surface Condition of Surrounding All Other Surfaces Roof fOOf 0.8 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 16.3 psf 54% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_P, Unobstructed Slippery Surfaces Figure 7-2 0.5 Design Snow Load Over PV Ps_P„= (Cs_ „)Pf ASCE Eq:7.4-1 Modules Ps-Pv 10.1 Psf 34% COMPANY PROJECT WoodWorks® SOFIIVARE FOR WOOD DESIGN Apr. 24, 2014 06:10 MP2.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 14.50 (24.0) * psf PV LOAD Dead Partial Area No 1.75 11.75 3.00 (24.0) * psf SNOW LOAD Snow Full Area Yes 16.30 (24.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 17'-4.1' 12'-8" Unfactored: Dead 289 275 Snow 216 206 Factored: Total 505 481 Bearing: F'theta 594 594 Capacity Joist 3452 3118 Supports 2789 - Anal/Des Joist 0.15 0.15 Support 0.18 - Load comb #2 #4 Length 3.50 3 .50 Min req'd 0.63** 0.54 Cb 1.11 1.00 Cb min 1.59 1.00 Cb support 1.25 - Fcp sup 425, - "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 -Lumber Stud Wall, S-P-F Stud; 2- Hanger; Roof joist spaced at 24.0"c/c; Total length: 17'-4.1"; Pitch: 10/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Slzer SOFTWARE FOR WOOD DESIGN 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 = 46 Fv' = 155 fv/Fv' = 0.29 Bending(+) fb = 1293 Fb' = 1389 fb/Fb' = 0.93 Bending(-) fb = 11 Fb' = 622 fb/Fb' = 0.02 Live Defl'n 0.40 = L/476 0.79 = L/240 0.50 Total Defl'n 0.95 = L/199 1.05 = L/180 0.90 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 1.200 1.00 1.15 1.00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.448 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - E' 1.4 million 1.00 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 = 356, V design = 330 lbs Bending(+) : LC #2 = D+S, M = 1416 lbs-ft Bending(-) : LC #2 = D+S, . M = 12 lbs-ft Deflection: LC #4 = (live) LC #4 = (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 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 = 67e06 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. 4. CALCULATIONOF DESIGN WIND_LOADS=-MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity n Sleek. tTM - i Spanning Vents No Standoff Attachment Hardware Comip Mount Type C Roof Slope 390 Rafter Spacing 24"O.C. Framin T e Direction Y-Y Rafters Purlin_Spacing X-X_Purl-ins Only_ NA Tile Reveal Tile Roofs Only_ NA Tile Attachment System Tile Roofs Only_. NA Standin Seam S acin_ SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method Partially/Fully Enclosed Method'" Basic Wind Speed V 110 mph Fig. 6-1 Exposure_Category C _Section 6.5.6.3_ Roof Style 'Gable Roof Fig.6-11B/C/D-14A/B 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 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable CantHev_er ____Landscape_ 24" �NA Standoff Configuration Landscape Staggered Max Standoff Tributary.Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T actual� -434 Ibs_ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 86.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allow fi urable Cantilever____-__,__ Portrait 17" �NA�� Standoff Conation Portrait Staggered Max Standoff Tributary_Area Trib 22 sf PV Assembly Dead Load W-PV 3 psf . Net Wind Uplift at Standoff T-actual -482 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 96.4% i DocuSign Envelope ID:4CDD02DE-A8AB-4689-B49C-449894E98762 5olarClt • 3055 Clearview Way, San Mateo, CA 94402 SolarLease T (888) SOL-CITY F (650) 560-6460 SOLARC SUMMARY Date: 3/8/2014 Homeowner Name and Address Co-Owner Name (If Installation Location Contractor License David Gustafson Any) 282 Willimantic Dr MA MA HIC 168572/MA 282 Willimantic Dr Barnstable, MA Lic. MR-1136 Barnstable, MA 02648 02648 Estimated Solar Energy Production First Year Annual Production: 2, 993 kWh Initial Term Total Production: 57, 101 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg. Inspection: $0.00 Estimated Price per kWh First Year: $0.1423 Annual Increase: 0.0 % First Year Monthly SolarCity Bill: $35.49 Lease Term 20 Years SolarCity's Promises to You: • SolarCity will insure, maintain, and -, Your Prepayment and Transfer_ Choices repair the System (including the . During the Term- inverter) at no additional cost to you If you move, you may transfer this as specified in the agreement. • SolarCity will provide 24/7 web-enabled agreement to the purchaser of your Home, monitoring at no additional cost .to you, as specified in the agreement. as specified in the agreement. If you move, you may prepay the • SolarCity will provide a money-back remaining payments (if any) at a production guarantee, -as specified in discount. the agreement. • SolarCity will warranty your roof Your Choices at the End' of the Initial against leaks and restore your roof at Term: the end of the agreement as specified • SolarCity will remove the System at no � in the agreement. additional cost to you. ' • You can upgrade to a new System with the latest solar technology under a new contract. • You may renew your agreement for up to ten (10) years in two (2) five (5) year increments. • Otherwise, the agreement will automatically renew for an additional one (1) year term at 10% less than the SolarLease version 6, January 15th, 2014 SAPC/SEFA Compliant Document Generated on 3/8/2014 DocuSign Envelope ID:4CDD02DE-A8AB-4689-B49C-449894E98762 22. PUBLICITY I have read this Lease and the Exhibits in SolarCity will not publicly use or their entirety and I acknowledge that I display any images of the System unless have received a complete copy of this you initial the space below. If you Lease. initial the space below, you give SolarCity permission to take pictures of the System as installed on your Home to Owner's Name: David Gustafson show to other customers or display on o�g-aW. Signature' our website. MA�tt� �tS�A�S01n. oEnaszsFcaacan... Homeowner's Initials Date: 3%8/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Co-Owner's Name (if any) : DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1,_THE ATTACHED NOTICE OF Signaturp* CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE SolarCity. TO CANCEL THIS LEASE UNDER SECTIONS 6 �i�� AND 23, YOU MAY ALSO CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO 5 P.M. SolarLease OF THE 14' CALENDAR DAY AFTER YOU SIGN by: THIS LEASE. 7- Signature: " Date: 3/10/2014 SolarLease version 6, January 15th, 2014 SAPC/SEFA Compliant -,�tolarCity. OWNER AUTHORIZATION Job ID: (,r2_L + - Location: q� I UY0. , G(.k5t 0_FS0-Y\ as Owner of the subject property hereby authorize SolarCity Corn—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. ILI 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 CSLB US 104.CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488,141 CT-29770, MA HIC 168572,MD MHIC 128948,NJ I3VHO6160600,NY W024624-HI 1,OR CCB 180498,PA 077343,TX TDIR 27006,VIA SOLARC•91901 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 CONIC 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(8) 1 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). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE P01 POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND 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 VICINITY MAP IND,E,X o W WATT _ 3R NEMA 3R, RAINTIGHT � ? PV1 COVER SHEET � PV2 PROPERTY PLAN - PV3 SITE PLAN c rn PV4 STRUCTURAL VIEWS ' PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES .149 - PV6 THREE LINE DIAGRAM GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A Cutsheets Attached � rn ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE 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 ! REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) • • ® • � — ,lid o — • ` � ' — — � � — CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-0 2 6 2 4 5 00 PRDASE Off' DESCRIPTION: DESI(I: 7SL ■ CONTAINED SHALL NOT BE USED FOR THE Chris Vargas BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: GUSTAFSON, DAVID GUSTAFSON RESIDENCE r �tyNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 282 WILLIMANTIC DR 2.5 KW PV Array PART TO OTHERS OUTSIDE THE REaPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02648THE SALE AND USE OF THE RESPECTIVE (10) YINGLI # YL250P-29b REV: OATS Martin uo, MAd017 2Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVEl1TER: PAGE NAME: 28 F: (650)638-1029 PERMISSION of sotutaTY INc. SOLAREDGE SE3000A—US—ZB—U (508) 428-9782 COVER SHEET PV 4/23/2014 5-2489) www.salarcitY.com 282 Willimantic Dr • (E) DRIVEWAY I I i . PROPERTY PLAN Scale:l" = 20'-0' 0 20' 40' 4 S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0 2 6 2 4 5 00 PREMISE OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE GUSTAFSON, DAVID GUSTAFSON RESIDENCE Chris Vargas �;,;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 282 WILLIMANTIC DR 2.5 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS I I ORGANIZATION, EXCEPT IN CONNECTION VATH MODULES: BARNSTABLE, MA 02648 THE SALE AND USE OF THE RESPECTIVE (10) YINGLI # YL-250P-29b 2a St.Martin Drive, Building 2,Unit 11 SOLARCITY-EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET. REV DATE: Madborouo, MA 01752 PERMISSION OF SOIARCITY INC. MS T: (650)638-1028 F: (650)638-1029 REDGE SE3000A—US—ZB—U (508) 428-9782 PROPERTY PLAN PV 2 4/23/2014 (888)-SOL-CITY(765-2489) www.sI�Ity.com PITCH: 10 ARRAY PITCH:10 MP1 AZIMUTH:215 ARRAY AZIMUTH:215 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 39 ARRAY PITCH:39 OF� MP2 AZIMUTH:215 ARRAY AZIMUTH:215 ?y11 MATERIAL: Comp Shingle STORY: 1 Story Y00 JIN f� K VI y No.4 282 Willimantic Dr AL i Digitall signed by Yoo Jin Kim Date:2014.04.24 08:19:26 (E) DRIVEWAY Front Of House 07'00' ,- AC LEGEND M D (E) UTILITY METER & WARNING LABEL O AC --- INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Inv © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS 0 La�N O ,� M P1 DISTRIBUTION PANEL & LABELS e O M P2 Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER p STANDOFF LOCATIONS B CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN Scale: 1/8" = 1' 01' 8' 16' • S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 2 4 5 O O � GUSTAFSON, DAVID GUSTAFSON RESIDENCE Chris Vargas ?`SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'��.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 282 -WILLIMANTIC DR 2.5 KW PV Array ►, PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02648 Buil THE SALE AND USE OF THE RESPECTIVE (10) YINGLI # YL250P-29b REV. DATE: 24 St. Marlboroug Martin h,MAd01752 Unit 11 S0LARCIIY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE3000A—US—ZB—U 508 428-9782 PV 3 4 23 2014 y.� SITE PLAN / / (6ea)-soL-CITY(ass-2a6s) �salaral► sl S1 „ 4„ 6 (E) LBW �ytH OF W . Y00 SIN SIDE VIEW OF MP1 NTS K � A (E) LBW H SIDE VIEW OF MP2 ruts No.4 MP1 - X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES B LANDSCAPE 721' 2411 STAGGERED , M ERP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEV NOTES ALPORTRAIT 481' 191 1 LANDSCAPE 72" 24" STAGGERED Digitally i y Yoo Jin Kim ROOF AZI 215 PITCH 1Q PORTRAIT 48" 19" Date:2 14.04.24 08:19:35 RAFTER: 2x8 @ 24" OC STORIES: 2 RAFTER: 2x8 @ 24"OC ROOF AZI 215 PITCH 39 STORIES: 1 —�]'OQ' . ARRAY AZI 215 PITCH 10 ARRAY AZI 215 PITCH 39 C.J.: None @24�� OC Comp Shingle C.I.: 2x8 @16"OC Comp Shingle PV MODULE PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS & FENDER WASHERS LOCATE RAFTER, MARK HOLE LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (1) (E) ROOF DECKING V (2) u 'INSTALL LAG BOLT WITH (E) ROOF DECKING (2) BOLT WITH 5/16" DIA LAG BOLT (5) (5) SEALING WASHER. 5 ff(5) -71N�STALLSELINGGWASHER. 5/16 DIA LAG BOLT ( ) WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES STALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) C(6)FBOLT & WASHERS. (E) RAFTER STANDOFF (E) RAFTER 51 STANDOFF Scale: 1 1/2" = 1' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBEJ B-0 2 6 2 4 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: R: -4\`!s CONTAINED SHALL NOT BE USED FOR THE GUSTAFSON DAVID GUSTAFSON RESIDENCE Chris Vargas ; � '�•, So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 282 WILLIMANTIC DR 2.5 KW `PV Array : PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02648 24 SL Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (10) YINGLI # YL250P-29b SHEET: RM. DALE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MVERTER: PAGE NAME T. (650)638-1028 R. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3000A—US—ZB—U (508) 428-9782 STRUCTURAL VIEWS PV . 4 4/23/2014 (888)-SOL-CITY(765-2489) rww.solercity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026245 00 Chris VOfCIS GUSTAFSON, .DAVID GUSTAFSON RESIDENCE g ; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:M SolarCity. NOR ALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 282 WILLIMANTIC DR 2.5 KW PV Array wA PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02648 THE SALE AND USE OF THE RESPECTIVE (10) YINGLI # YL250P-29b 1 24 St Martin Drive, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERRTM. PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. T: (650)638-1028 F: (650)638-1029 ISOLAREDGE SE3000A—US—ZB—U (508) 428.-9782 UPLIFT CALCULATIONS PV 5 4/23/2014 (6B6)—soL—aTY(765-2489) www.sdarcity.a«n GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:B30-40BSM Inv 1: DC Ungrounded GEN #=68572 ( ) # ( ) Meter Number: INV 1 -(1)SOLAREDGE SE3000A-US-ZB-U LABEL: A -(10)YINGLI # YL250P-29b RODS AT PANEL WITH IRREVERSIBLE CRIMP 2242367 Tie-In: Supply Side Connection Inverter, 30 OW, 24OV, 97.57q w/Unifed Disco and ZB, AFCI PV Module; 250W, 226.2W PTC, H4, 40mm, YGE-Z 60, Black Frame, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.6 Vpmax: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 150A/2P MAIN CIRCUIT BREAKER Inverter 1 CUTLER-HAMMER SOLARGUARD Disconnect CUTLER-HAMMER I METER 150A/2P 4 Disconnect 3 SOLAREDGE B 20A SE3000A-US-ZB-U C D I A :40� SolarCity L1 B L2 N 2 A 1 _ %(E) GND _ ____ GND _ __ D ___ _ EGG ___ DC+ DC+ -------____-- tsa;nyorLo, GEC IiN DG DC- [1 6 On MP 1&4 MP 2 EC- 'C--------------------------- EGC I y N I I c EGGGEC ' I I I I L- GEC TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I I I I I . I I I I I I Voc* = MAX VOC AT MIN TEMP OI (2)Ground Rod; 5/8' x 8'. Copper B (I CUTLER-HAMMER #DG222NRB A (1)SdarCity�pp 4 STRING JUNCTION BOX DC -(2)ILSCO#IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC 2x2 SIRMGS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-4, Tap 6-14 D -(I)ZEP #850-1196-002 , C SolarGuard Monitoring System Universal Box Bracket; [PKG B] (1)CUTLER-HAMMER #DG221UR8 Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R PV ( ) _(l)CUTLER-HAMMER A DG030NB 10 SOLAREDGE�3izer, 34AZS �N K' PowerBox Optimizer, 300W, H4, DC to DC, ZEP Ground eutral It; 30A, General Duty(DG) nd (1)AWG#6, Solid Bare Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)Ground Rod; 5/8" x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL 1 AWG #6, THWN-2, Black (I)AWG #10, THWN-2, Black (I)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 Ise(i)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=7.05 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.05 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (I)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG #1.0,31HWN72,.Green, . EGC. .,,_0)Conduit.Kit.3/''.EMT. . . .. .. . . . . . . . . . .70 AWG#6,.Solid Bare.Copper. GEC_ . . -(1)Conduit,Kit;.3/4'.EMT. . . . . . . . . . .. . . . . .-(i)AWG $8,,T}1WN-2,.Green . . EGC/GEC-(1)Conduit,Kit;.3/4'.EMT. . . . , . . , . . J B-0 2 6 2 4 5 00 PREMi ovn DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER •- \\\ CONTAINED SHALL NOT BE USED FOR THE GUSTAFSON, DAVID GUSTAFSON RESIDENCE Chris Vargas �;; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w,;SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 282 WILLIMANTIC DR 2.5 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02648 THE SALE AND USE OF THE RESPECTIVE 10 YINGLI # YL250P-29b 24 sL Marten roughDrive.Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ) tt PAGE NAME SHEET: REV: DATE Mar8-1028h,MA 50) PERMISSION OF SOLARCITY INC. INVTRTER' 508 428-9782 PV 6 4 23 2014 (888)-T. SOL CITY((7652--2489)6b0�6�CO29com SOLAREDGE SE3000A-US-ZB-U � ) THREE LINE DIAGRAM / / t SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - 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 aesthetics while minimizing roof disruption and Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition / O Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 to a more visually appealing system.SleekMount as"Grounding and Bonding System" O3 Insert Comp Mount flashing under upper utilizes Zep Compatible TM 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 Zep Solar standoffs, effectively eliminating the S` •Painted galvanized waterproof flashingupon flashing • need for rail and reducing the number of g p standoffs required. In addition, composition ©5 Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functionslo" w -- i © Secure Leveling Foot to the Comp Mount "+ using machine Screw d I � l O7 Place module O Components OO 5/16"Machine Screw B Leveling Foot Lag Screw ©D Comp Mount © Comp Mount Flashing pppp- 0 0�. SolarCity January 2013 `W U� LISTED �-��SolarCity® ry �uNvn�e ® January 2013 x. I t .; solar `� solar ra SolarEdge Power Optimizer r� Module Add-On for North America o P300 / P350 / P400 SolarEdge Power Optimizer i Module Add-On For North America P300 PasD PaUD (for modules) PV (for 72<ell PV (for modules) PV modules) modules) modules) P300 / P350 / P400 a IINPUT _ Rated Input DC PowerO1 300 350 400 w Absolute Maximum lnputVoltage_(Voc at.lowest temperature) ..., 4S.........................60............. MPPTO e2tin Ran a 8-48 ..........8:.60......................8.-.80......... ....Vdc Maximum Short Circuit Current(Ise) 10 A.. Maximum DC Input Current 12.5 Adc ................................................................................................................................................................ ............. MaximumEfficiency...........................................................................................99:5. .......... .ti Weighted Efficiency 9.8.8 % ................................................................................................................................................................ ............. Overvoltage Category 1 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ) Maximum Output Current 15 Adc Maximum Output Voltage 1 60 Vdc 0 01 1 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) --- •— Safety Output Voltage per Power Optimizer 1 Vdc 'STANDARD COMPLIANCE f J EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6.3 Safety IEC62109 1(class II safety)UL1741 ROHS Yes 1 INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage 1000 Vdc r Dimensions(Wxlx H) mm/in Weight(including cabtes)..................................................................................950/?:1. .Br/Ib.... . .. .................................... . I Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated;Amphenol ............................................................................................................................................................... ............. Output Wire Length 0.95/3.0.......L......................1:2./.3:9...................... . m/R ............................................................................................... ............ Operadn Temperature Range :40;+85/-40:+185 'C./. Protection Rating .................................IP65/,NEMA4 ............................................................................. ................................ ............. Relative HumiditY............................................................................................0;300 ... ..................................... ........... Rath SIC power ol1M moENe.MREWc of up to.5%power taknrcR elbweE. t PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE , A ,INVERTER 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers). 8 SO 18 ................................. .�1. Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more energy .>t' ............................................................................................................................................................................. Maximum Power per String 5250 60M 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 - - Module-level voltage shutdown for installer and firefighter safety n USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us 1 solar a r=@9Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US I SE380OA-US I SESOOOA-US SE6000A-US SE760OA-US I SE10000A-US I SE12400A-US SolarEdge Single Phase Inverters • OUTPUT 5200@208V 9980@208V Nominal AC Power Output 3300 3840 6000 7680 11520 VA 5520 @240V 10080 @240V ........................................... ................ ................................................ .................................. ............................. For North America Max.AC Power Output 3650 4150 5600 @ 208V 6000 8350 10800 @ 208V 12000 VA 6000 @240V 10950 @240V ........................................... ................ ............................ ................ .. ............................. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output VoltageMin:Nom:Max.• , , 183-208-229 Vac . .......... .. ........................... ................ ................................................ .................................. ............................. SE760OA-US/SE1000OA-US/ SE1140OA-US AC Output VoltageMin:Nom:Max.• , , , , , 211-240-264 Vac ........................................... ................ ................................................ .................................. ............................. AC Frequency Min..Nom:Max.' 59.3-60-60.5(with HI country setting 57-60:60.5) Hz ... .. .... .. 25 @ 208V 48 @ 208V Max Continuous Output Current 14 16 23@240V 25 32 42@240V 48 A I ...... I ........I................I ..... ....... �� GFDI 1............................................................ ..A..... k 1PA;7' Utility Monitoring,Islanding te,`�y� Protection,Country Configurable Yes A.1n'n`•` Thresholds G iJ r - 1 s � INPUT at r m fCtantY m Recommended Max.DC Power'• Wa r 4100 4800 6500 7500 9600 12400 14400 W 1,�::,,:,,,.,,., Transformervless,.Un�rounded ..........................................................Yes Max.Input Voltage..................... .......................................................... Vdc I� Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc r Max'Input Current.................... ......11.......I......13.........17-6 208V..I.......1 8...... .....23.5.....I...33 @2240V.. .......35........ Adc — 17 @ 240V 30.5 _ Max.lnpu[Short Circuit Current..... .............................30....................... ........ .........................45........................ .Adc.... Reverse-Polarity Protection Yes .......................on................. ...................................................6OOk... 'nsit'................................................................... Ground:Fault Isolation Detection 60...... sit' . . .,,., z Maximum Inverter Efficiency 97:7 98.2 98.3 98.3 98 98 98 % r ...... .................................. ................ ........................................... ... .............. . ......... .......... ................. r' 97.5 @ 208V 97 @ 208V g CEC Weighted Efficiency 97.5 98 g8 @ 240V 97.5 97.5 97.S @ 240V 97.5 % .......... .............. ............... Nighttime Power Consumption I 2.5 <4 W ADDITIONAL FEATURES --, - - Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) I STANDARD COMPLIANCE ( Safety................................... .......................UL1741,.UL1699B Part numbers ending in";U:'),UL3998,.CSA 22:2................................... r . •= Grid Connection Standards• IEEE1547 1 Emissions I FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size AWG ran a 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG - �— — DC input conduit size/#of strings/ t 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/ 30.5 x 12.5 x 10.5/77S x 315 x 260 in/ P _4 - Switch(HxWxD 775 x 315 x 172 775 x 315 x 191 mm _-_ . --,--.. . ..,� _H.. Wel�ht with AC/DC Safety Switch...... ..........51 2/23:2....................54.7/,24:�........... ....................88.4/40:1..................... .Ib..k�... Natural Convection Fans(user replaceable) ............. ........... ............................. Noise <25 <SO dBA ........................................... ................................................................... .................................................I............... Min.-Max.Operating Temperature 13 to+140/-2S to+60(CAN version****-40 to+60 'F/'C The best choice for SolarEdge enabled systems Range.................................. ) Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending in"-U") Protection Rating .....................................................NEMA 3R.........................__... ...................... ......... •For other regional settings please contact SolarEdge support — Superior efficiency(98%) "Limited to 125%for locations where the yearly average high temperature is above 770F/259C and to 135%for locations where it is below 77.F/2S.C. For detailed information,refer to htto/Avww solaredv-e us/files/oditAtwerter do overshmit auide.,df — Small,lightweight and easy to install on provided bracket A higher current source may be used;the inverter will limit its input current to the values stated. ••CAN P/Ns are eligible for the Ontario FIT and mlcmFIT(mlcroFrT eac.SE1140OA-US-CAN) + — Built-in module-level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only r( — Pre-assembled AC/DC Safety Switch for faster installation 95suns?Ec RoHS USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us a a I I YG Z 6® YL255P-29b YGE - Z 6® CELL SERIES � YL255P-296Powered by YINGU CELL SERIES YL255P-29b YIN 4L -0 LAr1 YL245P-29b V. ELECTRICAL PERFORMANCE YL240P-29b U.S.Soccer Powered byYingliSolar StandardElectrical parameters at Test Conditions-(STQ GENERAL CHARACTERISTICS Module type I I I YL26OP•29b 1 YL255P-296 YL2SOP-29b(YL245P-29b YL24OP-29b Dimensions(L/W/H) 64.96in(1650m rr)/38.98ht(9 Q n)/ Power output I P- W ) 260 �, 255 250 1 245 ( 240 157m(40.m) ' Power output tolerance 1AP-! % -0/+3� Weight I 43.4lbs(19.7kg) • Ideal for residential Module efficiency n- I % 1 15.9 ? 15.6 1 15.3 15.0 14.7 29.3 and commercial applications where cost savings, Voltage at P. I V.�ee 8.59 8.49 1 8.39 ( 8.28 I 8.18 Current at Pw. I„m, A 1 Bs9 � 8.49 8.39 e.ze e.te PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open-circuit voltage V« V I 37.7 37.7 1 37.6 37.5 37.5 Number of modules per pallet I 26 Short-circuit current I.1« 1 A 1 9.09 # 9.01 1 8.92 1 8.83 1 8.75 Number of pallets per 40'containers 28 STC:1000w/m'irradiance,25"C cell temperature,AM1.59 spectrum according to EN 60904.3 Packs box dimensions • - • Average relative efficiency reduction of 3.3%at 200W/W according to EN 60904.1 9in9 6732m(1710mrN/bs.67in(1160nrrQ/ (L/W/H) 46.38in(117" ►Lower balance-of-system costs with Zep +" Electrical parameters at Nominal Operating Cell Temperature(NOCT.) Be.weight 1 12021bs(545kg) Compatible`"frame. Power•utt IIpu P-1 W 189.7 186.0 1112.4 178.7 175.1 ►Reduce on-roof labor costs by more than Voltage at P. I-) v z7.6 ► zza z7.2 27.D 26.8 Units:inch(mm) 25o . \ Current at PP.., I_ A 6.87 6.79 6.71 6.62 6.54 �O 38.98 990 „ Open-circuit voltage V« V 34.8 34.8 34.7 34.6 34.6 ►Leverage the built-in grounding system- \ 36.as 936 1.57(40) short-circuit current I« A 7.35 I 7.28 I 7.21 7.14 7.07 8 if it's mounted,it's grounded. \ NOCT.open-circuit module operation tempomtum at 800W/m'irradiance,20-C ambient temperature.Inat wind speed ►Decrease your parts count-eliminate screws, " THERMAL CHARACTERISTICS rails,mounting clips,and grounding hardware. Nominal operating toll temperature NDR •C I 46+/-2 Temperature coefficient of P. y %PC I .0.42 • - • O O Temperature coefficient of V. fdw.19fJ'C f -0.32 ►Minimize roof penetrations while maintaining1 Grounding p Temperature coefficient of 1« a.. 19IJ•C O.OS 6-0 3 holes8 the system's structural integrity. MP 6-a0.23"(6) p0 AT/� Temperature coefficient of V,.re 9 %rc I o.az ►Invest in an attractive solar array that includes a black frame,low mounting profile,and OPERATING CONDITIONS aesthetic array skirt. t� A `0v Max.system voltage 1000voc Mounting holes ►Increase energy output with flexible module COMP a o.zs6.o.31st6.sxel Max.series fuse rating 1 SA layouts(portrait or landscape). Limiting reverse current 15A Drainage holes ►Trust in the reliability and theft-resistance of _ 8 o.1z.o.31st3xel Operating temperature range I .40 to 18SOF 1-40 to 8S•C) the Zep Compatible`"system. I re - 3941100) ZEP COMPATIBLE FRAME Max.static load 2400Pa 11 • Max.hailstone impact(diameter/velocity) I 25mm/23m/s ' Leading limited power warranty* // 0.47(1 ) AC SOLUTION OPTION 91.2%of rated power for 10 years,and 80.7% I / The YGE-Z Series is now available as of rated power for 25years. I r. CONSTRUCTION MATERIALS an Enphase Energized-AC Solution. �• Front cover(material/thickness) I low-iron tempered glass/3.2mm I S Il L This solution delivers optimum SECTION C-C 1 I Cell(quantity/material/dimensions/ 60/multicrystalline silicon/ 1 1 10-year limited product warranty. performance and integrated intelligence. number ofbusbars) 156mmx156mm/2or3 \ N [n!Rpase The Enphase M215-Z Zep Compatible Encapsulant(material) i ethylene Vinyl acetate(EVA) \� e M icroinverter is designed to connect •In compliance with our warranty terms and conditions. Frame(material/color/edge sealing) anodized aluminum alloy/black/silicone or tape directly into the Z Series module groove,eliminating Junction box(ingress protection rating) aIP65 Warning:Bead the Installation and user Manual in its entirety the need for tools or fasteners-all with one easy step. a" Cahle(length/vests-sectional area) I 1200mm/4mm' �before handling,installing,and operating Yingli modules. • ©� = Connector(type/ingress protection rating) Amphenol H4/z IP67 Our Partners UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008,ISO ' l 14001:2004,BS OHSAS 18001:2007,SA8000 ' moniIntellioringgent at «� monitoring at the system -- and module level with l (f If you buy hem Yngn Americas,Yingli Americas The specifications in this datasheet are not guaranteed and are subject to change without prior notice. US acts as the importer and complieswith all This datasheet complies with EN 50380:2003 requirements. Enlighten. O applicable tariffs.Customers can buy from Yngli LISTEDtioou0 Americas with no worry that they win be liable for u o 0400 any import tariffs. Yingli Green Energy Americas, Inc. ' info@yingliamericas.com Tel:+1 (888)686-8820 YIN�I, �, LAIR YINGLISOLAR.COM/US I NYSE:YGE - �'y�� Y I N G L I S O L A R.C O M/U S I Yingli Solar O Yngli Green Energy Holding Co.Ltd. I YGEZ60CellSeries_US_201403 V0I U.S.Soccer Powered by Yingli Solar p TOWN OF BARNSTABLE Permit No. ----------_------------------- Y { ���� Building Inspector Cash --------------------- "ua —- i ee ,ego. \jte OCCUPANCY 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 Banner Home Corp. Address 19 Bay Colony Dr. ,Plymouth, HP e Drive, `!ill: Wiring Inspector � Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department ,f ry', 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 e r t lilt l L_ L I /"I A 4/7-1 C 1 ` FuvA;s4r,.s \T Ln 0 0 7-0 0 Z s V OF r 1 �2-L�. J I ROBERT �G P. to O "Iu BUNIKIS y i 3 ¢2.,, 3 S '�i' �' No.8420 R suave Ii •1 i CERTIFIED PLOT PLAW NEW CONSTRUCTION ONLY Nl/I l:S 7 0 n/S MIL-1-5- I TOP OF FOUNDATION IS 3_ 'FEET IN ABOVE ,LOW POINT OF ADJACENT .4 A IthS J+A. la ROAD. SCALE: / "_ Jfv DATE : Z��/,3/7e CELOREDGE ENGINEER/N� CO. INC Al I CERTIFY THAT THE FayA/p'4770 CLIENT _ - � SHOWN ON THIS PLAN IS LOCATED EGISTERED REGISTERED JOB NO. 7e1t-z ON THE GROUND AS INDICATED AND ! CIVIL I LAND CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR. BY. ``I . A • 1y� OF BARNSTABLE I MASS. 33 N0. MAIN ST 712 MAIN ST. BY: 9 /3 n YARMOUTH, MASS. HYANNIS, MASS. SHEET 3r`__/_ DATE REG. LAND SURVEYOR i -, 1 OF �e�Y ��� 7 iF Assessor's map and lot' num�aer ..��.�� SEPTIC SYSTEM MUST /y yS INSTALLED IN Q SeWoge Pbrmit number ............ ./...,1(..........................: COMPLIA WITH ARTICLE E 11 `STATE >; BARES LE. 9 rasa House number 02 o� , �1 SANITARY CODE AND f639: TOWN OF STABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... � � .�`l.� .1....... 1l .�rl„ .... TYPE OF CONSTRUCTION Crl; ................................................................. ............................. 9.�.,S TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies .fo-rla permit according to the ollowing information: AAAA,-51*1*111 Location ..... ... .Ji....�rS.!�.u.�.h!1.... .1. A.�.v.1L. .'.:'. AR:: 170 AS .... 1 • ProposedUse .........RJR,'S. -I -zAj c ............................................................................................ Zoning District ............k..b.....Z......................................Fire District Name of Owner .tJ.`Y. ........Address ..\ ..... A�.`f.... �..r.. ��! 11©�'7Z Name of Builder ..................... .��.. �..!.. . .....................Address .............................. ,`` . ............................. Name of Architect .................4.. ,A...............................Address ............................ 6. . Number of Rooms .......... .UP....................................Foundation ,............ Exierior ................Roofing ........ ........................................ Floors .... .!"\s•V...�./.V..LNS.Y.✓L....................Interior ..........��Y��.�/�.�-�......................................... Heating ' U.A--A.T ..................Plumbing ..�5.?.P.P.�I��..Y.�.�......................... Fireplace ..:................ .....................................Approximate Cost ........4. :.��.�J...................... Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area <... ... �°.. -.... Od. Diagram of Lot and Building with Dimensions Fee � .... ........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH d M0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name � Banner Home Corp. ^ °~ /29596 Permit for ----I l/2 ntory- -------No � � � ly dwell ^ ----------------------'---- ~ . * 282 �illi�autic Drivm ' ~ Location -------------------....... ________..�aratouo..MilIs_______. . Owner ...............................................................Home Corp. — Typo of Construction -----framm--------- --C��--------------_-------' � #25 Plot ----� �� ----------'' ��---- Permit Gnonh»6 ---5tP.tPg��F'^1. —� ]g 78 Dote of Inspection . .. —. ..........lA ^ ' ^ ` � ` PERMIT REFUSED ~lV ^ ' ' — .... ........................................................... . ~. .--. ----.---------.—..--,--. �— � -------..------...--..�~—.----.. ^~ ' Approved __-----------=—.. lA ~ ' - -~ .......................................................... . ------.~----.-------.—.---.,— ^ ' ^ ^ ��� Assessor's map and lot number ..:.....J:~.... ..." ✓ t ?�O%TH E TOE Sew,cge Permit number ........................ ........................... �nr Z BA"S'TADLE, i House number ` O '`s o MAZa O O t679• �0 0 Mix Or• TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO (117-140,; )751 C-I '.C.'I �!n.�;l;l± l'„��11J�,4 .....l t,;,! r•;r !„t TYPEOF CONSTRUCTION ............ .. ...... ......... ......... ........... .................. ......................................... • .......... .. �.....................19. ..... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: r Location .....��'�?...................C;: . ..t t �� I fo AA�`t t C` 21 V� � �f� -,T �:, � � � � ► � } ..... ` .............................. ....................... ......................... ....................... ProposedUse ........1G n ��' ...........................................................................:....... . .............. Zoning District �- Fire District (�A►T7;::'E:V t LL�, /� 1` r 1= tik r ....................................... .............................. � .�� -� � Name of Owner .............. ..............�? ? . ,.�. nQQ .......Address .9.................... r-�l„.+a+�+/....................................... , r' Name of Builder .......................................AA......V= ...............................`.�� 11.. t, ` I Nameof Architect ................ )...,/„ ................................Address ......... ��.............................:............................................ Number of Rooms Foundation � p� V C T-F .. ...... . ..................................... ..... ..........................................1............... Exterior. 1 1 1 Roofing................ ................ . ............... .................................................................................... ..... ..... r 1 i\ T /� 1 h+ � L ��� tel: > I=l Floors ................... .............................Interior .............:...................................................................... ..� ... �' �l.�i\1 ►......................Plumbin n« PP ! Z / f. .. Heating ..... g ...:...........................t.............. ....:............................ Fireplace ��. .�`J F:......................................Approximate Cost _�; ���.. ................................................... ...................... .. Definitive Plan Approved by Planning Board -------------------_-----------19_______. Area ...���.............?...... .... Diagram of Lot and Building with Dimensions Fee ......9!�.3 SUBJECT TO APPROVAL OF BOARD OF HEALTH C I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / �\ -Name ........tl.` �.,�w .. f:.......�� ... �....,..'�'.':..:... Banner H me Corp. A=10a-,W "single family dwelling 282 Willimantic Drive MarstDns Mills Banner Home Cor-p�. frame ....................................... r2— IIDERM14TR�FUSED ...........ie .......... ..... ....................... � Approved ................................................ l9 � � ` � ---------------~^'---------' .. --_---------------, .................... ` � - '