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HomeMy WebLinkAbout0172 NYE ROAD �. , : �,� � �, .:_ k. .. � - - _ - - � ., _ - p i c a 1 ..� .d..�.' o B � a fi y a � t TOWN OF BARNSTARLE^BUILDING PERMIT APPLICATION. Map / �{7 Parcel Application Health Division Date Issued Conservation Division Application Fee .�.� Planning Dept. - Permit Fee Date Definitive Plan-Approved by Planning Board Historic - OKH —Preservation/ Hyannis 4 Project Street Addreess L f� \l L R ca a- Village C f-riFf-r V e Owner -D jer r-I P, (4 E f Address FIR dV U C o d Telephone "7 '7 L'_ 5f a 1 - 3 3 -7 Permit Request ,Ln:5+,: 11 _j(-- Sn /cr- r6a- or cx)5-�ing �}oAnC onA fe-ICI a fjg m EIS • � �� � •!> ICI Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation It401ca.de Construction Type So1ew pV Lot Size Grandfathered: ❑Yes ❑ No If yes,,attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes )Mo On Old King's Highway: ❑Yes JS No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: w ZEE Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ " Commercial ❑Yes ❑ No If yes, site plan review# Current Use Rear &,Ua I Proposed Use /V 6- J - APPLICANT INFORMATION I1 (BUILDER OR HOMEOWNER) Name S O�.-q d i T-1 �G"rp Telephone Number Address og q, 1 M"fib or.'U- 21AA License# 2 5 -7 Wq, 1 I I y I"ir I Lora vti Vy , M cc,• U i 7 5 a Home Improvement Contractor# /G 5 S 7 R Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO r borov 4 l °U l 7S U SIGNATURE DATE b2�22�3 I, FOR OFFICIAL USE ONLY ° APPLICATION# , DATE ISSUED MAP`/PARCEL NO. t f- ADDRESS VILLAGE OWNER \DATE OF INSPECTION: FOUNDATION, i FRAME ' I, INSULATION; : FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: — ROUGH s FINAL I ° ,;FINAL BUILDING _0 0130) .%f DATE CLOSED OUT. . - ASSOCIATION PLAN NO. . e s few . 3055 Clearview Way San Mateo,CA.94402 (888)•SOL•CITY(765-2489)i wewvsolarcity.com March 22,2013 Project/Job# 26102 RE: CERTIFICATION LETTER Project:. Deringer Residence 172 Nye Rd + Centerville, MA 2632 1 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and design criteria listed below: Design Criteria: , -Applicable Codes = MA Res.Code,8th Edition,ASCE 7-05,,and 2005 NDS - -Roof Dead Load = 10.5 psf(All MPs) - -Roof Live Load = 18 psf(All MPs) -Ground/Roof Snow Load = 30 psf -Risk Category= II,Wind Speed = 110 mph, Exposure Category C -Solar modules=As indicated in attached drawings. Note: per IBC 1613.1; Seismic check is not required because Ss = 01.19069 < 0.4g On the above referenced project,the structural roof framing has been reviewed for loading from the PV system on.the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements.After review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the capacity of the structural roof framing that directly supports the gravity loading from PV modules has been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. —i Please contact me with any further questions or concerns regarding this project. Sincerely, t. ., C Jcz� s tHOF 71 Yoo]in Kim, P.E. Civil Engineer YOO AN - Main: 888.765.2489,x5743 K XV email: ykim@solarcity.com VI No.4 T SAL Digit ly signed by Yoo An Kim Date:2013,03.22 08:30:08-07'00' 03.22.2013 Version#9.3 �0 a PC SleekMountT'" Calculator VROJECT INFORMATION Prolect_Name:__ Deringer Residence AHJ: Barnstable „- Job Number: 26102 Building Code: MA Res. Code,8th Edition Sy_stem_Size:-� 8.820 kW PV System Based On; __ IBC/IRC Customer Name: Deringer,Clifton ASCE Code: ASCE 7-05 Address: , 172 Nye_Rd_ Upgrades iteg'd? _No City/State: Centerville MA Stamp Req'd? Yes Zip Code ___ PV Designer Rollins : Chris Rollin - -- --- Latitude: 41.658807 Calculations: Matt Rakowski, P.E. Longitude: Reviewer: Yoo Jin Kim'P.E. SC Office: Marl borough EOR: Yoo]in Kim P.E. LMOUNTING STRUCTURE & PV SYSTEM INFORMATION Mounting Structure Information Risk Category Framing Type Stick Frame' PV System TYPe_ SolarCity SleekMountTm Roofing Material Comp Roof Tile Reveal Tile Roofs Onl NA Roof Slope 260 Rafter Spacing 16".O.C. 7] PV System Information PV Module Trina Solar TSM-245PC Total Number of Modules 36 PV Module Orientation _ Landscape Spanning Vents y _ No Total Area of Array 634 sf VModule Width 3.3 ft 1 PV Module Length 5.4 ft Attachment Typed —omp Mount Type Cam'—'�` Minimum Eave End Setback 12" Minimum_Ridge Setback _ 12" Spanner Bar Direction Tile Roofs Only NA ,Optimal Standoff Y-Spacinq Tile Roofs OnlyNA PV System Weight PV Module Weight 2.5 psf Hardware Assembly Weight 05 sf' L Total PV Module&Assembly 3 psf Wei ht ,CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind. 7e' ign.Method _�_ -� Partially/Fully�Enclosed Method �_ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category_ C Section 6.5.6.3 Roof Style y Gable Roof Fig.6—i1B/CC/D-14A/B Mean Roof,Height h_ 15 ft_ Section_6_.2_ Least Horiz. Dim.of Building LHD 28 ft Effective Roof.Slope______' _ _ _ 26° - — - w _ __ Effective Rafter Spacing _ 16"O.C. Effective Wind Area(1,Mo-dule� A `_ 17.f IBC 1509.7.1v Roof Wind Zone Width a 3 ft Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Section 6-3 T_opog_raphic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Section 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 22.4 psf Wind Zone Interior Zone 1 Ede Zone 2 Corner Zone 3 Ext. Pressure Coefficient(Up) GC -0.9 -1.6 -2.5 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC Down 0.5, Oc5 0.5 Fig.6-11B/C/D44A/B Design Wind Pressure p p= qh(GCP) Equation 6-22 Wind Pressure Up POP) -19.6 psf -35.2 psf -54.8 psf Wind Pressure Down P down 10.1 psf 10.1 psf 10.1 psf COMP ALLOWABLE ATTACHMENT SPACING IN.) AND TRIBUTARY AREA(FT^2)� Interior Zone i Ede Zone 2 Corner Zone 3 Max Allowed Foot X-Spacing landscape 48" 48" 32" Max Allowed X Cantilever Landscape. 24" 23" _ _ -15"" Max Standoff Tributary Area TribCL 13 sf 13 sf 9 sf PV Assembly Dead Load 's WPV 3 psf 3 psf__ 3 psf -_ DLPV PCL 39lbs 39lbs 26lbs WLUP-0.6 DLPVcos(0) TCL -255 Ibs 45.9 Ibs — 476 Ibs Attachment Uplift Capacity _ Tallow 637 Ibs 637 Ibs 637 Ibs TC allow DCRLand 40.0% 72.0% 74.7% P a t ,'SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS Seismic Design Code ASCE 7-05 Latitude_ -- 41.6588 Longitude ` -70.3461 SRA at Short Period SSA 0.191 USGS SRA at is Period S1. 0.053 _ USGS IBC 1613.5.2 Seismic Desi n Category SDC B USGS 1Seismic Check Required(Ss>_ No IBC 1613.1 0.4g&SDC> D)? i } ,CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description All MPs Roofing,Material_._ - �F Comp.Roof 5.0 psf _- # Layers(Comp Roof Only) 2 Underlayment, _ - Roofing_Paper _0.5_psf Plywood Sheathing _ _ Yes 1.5 psf Board Sheathing_ _ None;k - OA psf Rafter Size and Spacing-- 2 x 8 _@ 16 in. O.C. 2.3 psf Vaulted-Ceiling Ceiling No 0.0 sf - - - - Miscellaneous Miscellaneous Items 1.2psf— Total Roof Dead Load 10.5 psf All MPs 10.5 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf _ Table 4-1 Member Tributary Area At < 200 sf Roof Slope � — - - - -.-6/12 - -- Tributary Area Reduction Rl 1 _ _ _ Section 4.9 Sloped Roof Reduction R2 _0.9 Section 4.9 Reduced Roof Live Load I Lr L�_Ld(IZi)(It2) 'l5quation 4-2 Reduced Roof Live Load Lr 18 psf All MPs 18.0 PSf Ceiling Dead Load Material Load Ceiling Joist Size and Spacing 2 x 6 @ 16 in.O.C. 1.7 psf Insulation_ _ _ Yes 1.4,psf Finish _ 1/2"Gypsum Board 2.2 psf p Miscellaneous Miscellaneous 1tems 1.7 psf Total Ceiling Dead Load 1 7.0 psf COMPANY PROJECT. WoodWorks SOFnVARF FOR WOOD DESIGN r Mar. 22, 2013 07:44 MP1 Rafter.wwb Design Check Calculation Sheet WoodWorks Sizer 9.21 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 10.-50 (16.0) * psf Roof LL Roof constr. Full Area No 20.00 (16.0) * psf Roof SL Snow Full Area No 30.00 (16.0) * psf . PV Standoff 1 Dead Point Nd 0.92 39 lbs PV Standoff 2 Dead Point No 3.83 19 lbs PV Standoff 3 Dead Point No - 6.75 39 lbs PV Standoff 4 Dead Point No 9::75 19' lbs PV Standoff 5 Dead Point No 12.33 39 lbs *Tributary Width (in) -Maximum Reactions (lbs), Bearing Capacities (lbs) and-Bearing Lengths (in) : 16'-4.3 0' 1'4" 14'-4" Unfactored: Dead. 212 - 4 168 Snow 312 263 Roof Live 208 175 Factored: Total 523 431 Bearing: F'theta 493 493 Capacity Joist 764 431 Supports 523 464 Anal/Des Joist 0.69 1.00 Support 1.00 a 0.93 Load comb #3 #3 Length 0.66 0:58 Min req'd 0.66** 0.58 Cb 1.57 1.00 p Cb min. 1.57 1.00 Cb support 1.25 1.25 Fcp sup 1 425 '425 *"Minimum bearing length governed by the required width of the supporting member. a Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. WOOdWOrkS® Slzer SOFTWARE FOR WOOD DESIGN MP1 Rafter.wwb WoodWorks®Sizer 9.21 Page 2 MP1 Rafter Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports:All-Lumber Stud Wall, S-P-F Stud Roof joist spaced at 16.0"c/c;Total length: 16'-4.3'; Pitch: 6.0/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 49 Fv' = 155 fv/Fv' = 0.32 Bending(+) fb = 1278 Fb' = 1389 fb/Fb' = 0.92 . Bending(-) fb = 43 Fb' = 1370 fb/Fb' = 0.03 Deflection: Interior Live 0.50 = L/355 0.98 = L/180 0.51 Total 0.82 = L/216 1.47 = L/120 0.55 Cantil.' Live -0.14 = L/112 0.17 = L/90 0.80 Total -0.23 = L/69 1 0.26 = L/60 1 0.87 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 3 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 3 Fb'- 875 1.15 1.00 1.00 0.987 1.200 1.00 1.15 1.00 1.00 - 3 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 3 Emin' 0.51 million 1.00 1.00 - - '' - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear LC #3 = D+S, V = 383, V design = 355• lbs Bending(+) : LC #3 D+S, M = 1399 lbs-ft Bending(-) : LC #3 = D+S, M = 48 lbs-ft Deflection: LC #3 = D+S (live) LC #3 = D+S (total) Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 ' - 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 combinations: ASCE 7-05 / IBC 2009 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. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), 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. a . The Commonwealth of Massachusetts Print Form Department of Industrial Accidents ' Office of Investigations I Congress Street, Suite I00 .' Boston, MA 02114-2017 www.mass.gov/dia - Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name (Business/Organization/Individual);5o18rCity Corporation Address:3055 Clearview Way City/State/Zip:San Mateo, CA 94402 Phone #.650 963-5100 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 1500 4. ❑ I am a general contractor and i employees(full and/or part-time).* have hired the sub-contractors 6. ,❑ New construction 2.❑ I am a sole proprietor or partner-- listed on the attached sheet. 7. ❑ Remodeling ship and have no•employees These sub-contractors have . g: ❑ Demolition working for me in any capacity. employees and have workers' insurancea 9. ❑ Building addition comp.[No workers' comp. insurance p• required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I LE] 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' 13.21 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 arc doing all work and then hire outside contractors must submit anew 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 floe policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy 4 or Self-.ins. Lic.4:WC96734670 - ExpirationDate:09/01/13 Job Site Address:T?of AltIT 819ell dilAC0116i A. City/State%Lip:- 0,. ? 6 3'�e 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 cergbr uMor the p giffsPnOewlties 2f er'ury that the information provided above is true and correct. Si nature: , Date Phone#:978-215-2358 Official use only. Do not write in this area,to be completed by city or town official I City or Town: Permit/License# Issuing Authority(circle one): L Board::of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#s .a►co CERTIFICATE OF LIABILITY INSURANCE D08/16 2012Y► `� 08/16/2012 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 lieu of such ondorsomen s. PRODUCER 0726293 1-415-546-9300 CONTACTBrendan Quinlan Arthur J. (Tallagher 6 Co. PHONE - Fpf( Insurance Brokers of California, Inc., License 00726293, WG.No EzO 415-5'36-4020_ lFKX No): One Market Plaza, Spear Tower E4AAIL brendall inlen9la- Suite 200 11D0RE85.:+ .-_ _�__ irj•COm San Francisco, CA 94105 INSURERS AFFORDINOCOVERAGE NAIC0 .. . INSURERA:.ZURICH_AMER INS CO 16535 INSURED INSURER a,:_LIBERTY^INS CORP ~' 42404 SolarCity Corporation - > --•-- INSURERC: UNDERWRITERS AT LL_OYDS _ 32.727 3055 Clearview Way INSURERD: }_ San Mateo , CA 94402 INSURERE: INSURER F: - ) COVERAGES CERTIFICATE NUMBER: 28723200 '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. INS R •• -. . ..DDUSUBR _ - -. ..PUUCV EFF---Pdcley gXP - - - -�-- - 0 TR TYPE OF INSURANCE i I. POLICY N J aER _ DDM' LUNITS A GENERAL LIABILITY j jOL0967364404 0910111 09/01/13 EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY 4 ( DAMAGE TO RENTED` $ 1,000,000 - PkEM($ES.(Ea.epcurroMe) . t I CLAIMS-MADE It X I OCCUR # �,. - - X Deductibles $25,000 j MEDExP(Any one person) `S 30;000 - !t} PERSONAL BADV INJURY. _t S 1,000,000 GENERAL AGGREGATE tI t 2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER. # r PRODUCTS-COMP/OP AGG IS 2 Y ,000,aoo X POLICY PRO• LOC. I - ._ .. A AUTOMOBILE LIABILITY I tRAP962931702 1 09/01/13 COMBINED SINGLE LIMIT 1,000,:000 X_ ANY AUFO ( i BODILY INJURY(Per person) $ ALL AUTOS OWNED fi AUTOSSCHED BODILY i ftt BODILY INJURY(Pe,acodenl) S. - X HIRED AUTOS !X AUTOS NON-OWNED i f • _ PROPER11Y DAMAGE i (Per 00 idenl) i S B X UMBREIlAUAB X I OCCUR I tiH7661066265012 09/01/1 09/01/13 EACHOCCURRENCE E 10,000.000 EXCESS LIAR CLAIMS•MAOECXRTENiION_i20000 AGGREGATE _ $10,000.000 DE S WORKERS COMPENSATION WC STATU- • OTH• - _ A iTTC967346704 ITORYLIMit I ER. AND EMPLOYERS'LIABILITY YINANY PROPRIETORIPARINERJEX I 09/O1/1 09/Ol/13 X: . OFFICERIMEMBE XC(UDED?ECUTIVE E IMIA I E,L;EACH ACCIDENT. IS 1,000,000 (Mandatory In NH) E.L.DISEASE•EA FMPLOYE,'S 1,000,000 If yes,dew be under -. .__ . ._ .__. DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000.000 C Errors and Omissions 80146LDUSAIM 514 09/01/1 09/02/1) Limit of Liability 5,000,000 i J Aggregate 51000,000 Deductible 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORO 101,Addillonal Remarks Schedule,H more space Is required) Certificate issued as proof of coverage. 1 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 WIT"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 goksan. 28723200 = Office of Consumer�AairsVnd(71/3usiness egu ation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration -rC Registration: 168572 -- � Type: Supplement Card z Expiration: 3/8/2015. SOLARCITY CORPORATION - 1 NOLAN RICHARDSON -- 24 ST. MARTIN STREET BLD 2 UNIT, 11 ,„ ° MARLBOROUGH, MA 01752 r `7' - v¢' Update Address and return card.Mark reason for change. SCA 1 L'a 20M-05/11 Address Renewal Employment Lost Card U/LG'�Q'/7297t4/llUBILG�IL O�U(/GILJJCLc�tIJC✓lJ• - Mee 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 2015a•%:, Supplement Card Boston MA 02116 SOLARCITY CORPORATION? NOLAN RICHARDSON .+t' 24 ST MARTIN STREETBLD 2UN1 ITIIA�LBOROUGH, MA 01752 Undersecretary Not valid without signature a9k, Miissachusettx- Department of Public Safels Bo.u•cl;of Building Regulations and Standards Construction Supervisor License License: CS 92597 - �; 4 LESTER E .WILT JR 10 RANGER CIRCLE SO WEYMOUTH,'MA 02190 U�--� - Expiration: 1 1/81201 3 ('vnuYiisciuncr Tr#: 7422 + 1 i 4 aQ �1 jj �J SolarPPA 3055 Clearview Way, San Mateo, CA 94402 T(888) SOL-CITY F(650) 560-6460 SOLARCITY.COM SUMMARY Homeowner Name and Address Co-Owner Name(If Any) Installation Location Contractor License Clifton Deringer Gretchen Deringer, : 172 Nye Rd MA HIC 168572. 172 Nye Rd Centerville, MA 02632 Centerville, MA 02632 Estimated Solar Energy Production First Year Annual Production: 8,526 kWh Initial Term Total Production: - 162,661 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $2,100.00 Amount Due following Bldg. Inspection: $2,100.00 Average Cost per kWh: $0.1115 Price per kWh Annual Increase: 0.0 Estimated First Year Monthly SolarCity Bill- $60.88 SolarCity's Promises to You: Your Prepayment, Purchase and Transfer Choices • SolarCity will insure, maintain, and repair the System -During the Term: (including the inverter) at no additional cost to you as . If you move, you may transfer this agreement to the specified in the agreement. purchaser of your Home, as specified in the • SolarCity will provide 2417 web-enabled monitoring at agreement. no additional cost to you, as specified in the agreement. At any time during the Term when you sell your home • SolarCity will provide a money-back production you may prepay the remaining payments (if any) at a guarantee, as specified in the agreement. discount. • SolarCity will warranty your roof against leaks and restore your roof at the end of the agreement as_ At certain times, as specified in the agreement, you specified in the agreement. may purchase the System. Your Choices at the End of the Initial Term: • SolarCity will remove the System at no additional cost to you, • You can upgrade to a new System with the latest solar technology under a new contract. • You may purchase the System from SolarCity for its fair market value. • 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 then-current average rate charged by your local utility ` Solar Power Purchase Ag reement December 4, 2012 0 2008-2012 SolarCity Corporation.All Rights Reserved. 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have YOU MAY CANCEL THIS CONTRACT AT ANY TIME received a complete copy of this Power Purchase PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY Agreement. AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1, THE ATTACHED NOTICE OF Owner's Name: Clifton Deringer CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. Signature: Clifta H.Deringer,Jr.(Jan 30,2 3) IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO Date: CANCEL THIS PPA UNDER SECTIONS 6 AND 23, YOU MAY ALSO CANCEL THIS PPA AT NO COST AT Co-Owner's Name (if any): Gretchen Deringer ANY,TIME PRIOR TO 5 P.M. OF THE 14T"CALENDAR DAY AFTER YOU SIGN THIS PPA. Signature: a Date: ' W-Soh ""ity, Power Purchase Agreement Signature:_ Date: Solar Power Purchase Agreement, Decerihber 4, 2012 0 2008-2012 SolarCity Corporation.All Rights Reserved. I t . i C5 Town of Barnstable *Permit# Fxpires 6 mon from iss date Regulatory Services Fee C) BARMASM z639. A�� Thomas F.Geiler,Director Epp Building Division all Z Tom.Perry,CBO, Building Commissioner 200 Main Street-Hyannis,MA 02601 WW W.town.bamstable.ma.us t Office: 508-862-4038 Fax: 508-790-6236 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address N t Z esidential Value of Work 0 0 Minimum fee of$35.00 for work under$6000:00 Owner's Name&Address !Z. '� f Contractor's Name 1�y r►�AS 4^'C�n,�c-TterJ , Telephone Number 8 a� A�J Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) PRESSOERAMIT orkman's Compensation Insurance Check one: A U G 2 8 2012 ❑ I am a sole proprietor ❑ I e Homeowner EtTliave Worker's Compensation Insurance TOWN OF B Insurance Company Name,.,, ARNSTABLE Workman's Comp.Policy# eft l C-,(176 Copy of Insurance Compliance Certificate must accompany each permit.. Permit Request(check box) e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) S ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A.copy of the Home.Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: , C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 I The Commonwealth of Massachusetts a Department of Industrial Accidents - Office of Investigations ' 600 Washington Street Boston,ALL 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly 1 L � Name(Business/Organization/individual): Dec., N A+S -vn+k` ri, V Address: d .'Soy. 6$ City/State/Zip: ►� ` 6 Phone#: 13 13 Are an employer?C eck the appro rate box: Type of project(required): 1. I am a employer with 4. [] I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling 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 area corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no 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. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. /A Insurance Company Name: on � ( Va Cie Policy#or Self-ins.Lic.# Opp I W6 3 `�d Expiration Date: Job Site Address: , City/State/Zipo..[_y1/U. IMI� ha." Attach a copy of the workers'compensation policy declaration page(showing the policy number and expikion date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct Si ature: Date: V -1 (—:2A)-Q, Phone#: ok V 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#: AC" CERTIFICATE OF LIABILITY INSURANCE DAT8/14/2D/YYYY) `..../ 0 /14/2012 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 lieu of such endorsement(s). PRODUCER CONTACT Mark Sylvia Insurance Agency,LLC PHONE Donna Ostrowski - FAx 404 Main Street c o 508 957-2125 a/c No E-MAIL ADDRESS: Centerville,MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Farm Family Casualty Insurance INSURED INSURER B Doyle& Thomas Construction, Inc. PO BOX 168 INSURER C: Centerville,MA 02632-0168 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY 20OIX0485 7/21/2012 7/21/2013 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 50,000 CLAIMS-MADE Fx_1 OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION 2001 W6390 7/1/2012 7/1/2013 WC STATU- I X OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? Y� (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $_ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 1ol,Additional.Remarks Schedule,If more space is required) Carpentry I CERTIFICATE HOLDER CANCELLATION (508)420-7989 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Doyle&Thomas Construction Inc, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 168 ACCORDANCE WITH THE POLICY PROVISIONS. Centerville,MA 02632 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 'L\\ Office of Consumer Affairs&Business Regulation License or registration valid for individul•use only € HOME;IMPROVEMENT CONTRACTOR before the expiration date. If found return to: a Registration::-%')45954 Type: Office of Consumer Affairs and Business Regulation .` Expiration 3/15/201.3 Private Corporation 10 Park Plaza-Suite 5170 ®.' Boston,MA 02116 DOYLE+THOMAS'CONST ING TROY THOMAS 499 NOTTINGHAM CENTERVILLE, MA 02632' :', _ Undersecretary Not v id w' out signature & Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Super%isor Spccialt}' License: CSSL-099913 TROY A THOMA5 499 NOTTINGHAI�IIDRI CENTERVU LE MAa#12632 Expiration Commissioner" 04/13/2014 -Roof to be stripped and cleaned of all old shingles and debris -Roof to be papered with weather watch leak barrier and synthetic roof underlayment, installed with Timberline architectural shingles using galvanized nails. (Storm nailed) -All new S inch drip edge and pipe flanges to be installed -Cobra ridge vent to be installed on all ridges -Timberetex premium ridge cap to be installed -5 yard dump trailer will be needed on site;and will be removed at completion of the job -All gutters will be cleaned at completion of the job -Contractor will be responsible for all building permits needed at the property NOTICE REQUIRED BY LAW With the-agreement of the contract$500.00 of estimate is due. Further payments under this contract are as follows: 1/2 of-the estimate due at the start;and remainder due at completion of the job. Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5%per month. The contractor warranties the work completed under this contract for a period of one year from the date of completion.. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment,but the contractor shall not be responsible for the normal maintenance,repair . due to abuse,misuse,and or normal wear and'tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such'warrantycard or evidence of ownership in order to activate such warranties, Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the - discretion of the contractor. The homeowner acknowledges thatthe form,content,and notices contained in this contract are intended to comply with the applicable portions of the Mass.General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. in addition,any such portion not in compliance shall be read and interpreted so as to have its intended mean_ ing to the maximum extent allowed under-such law and regulation. Signed as a sealed instrument on this date: Date:. os Rel'ZoI g Home own r Contractor /` \t . v � q J r * Town of Barnstable. Permit# ) xPires o sue date . egulatory Services Fee sARNeriz r s MASS. homas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number ` Property_Address_ ����' �d�D G ✓�vj YJ.L� Residential Value of Work 3,C/a L7 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �i���/�N /�✓� ,�ijt1'I �i'FI//(' J�j' Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑�a sole proprietor L J I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors Q R placement Windows/doors/sliders.U-Value (maximum.35)#of windows 2, ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. . Separate Electrical&Fire Permits required. *where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: i QAWPFILESTORMS\building permit formslEXPRESSAQ Revised 053012 1. . The Commonweakh of Massackasetts Deparhnent of In strial-4ccide n s - OOfike of Inv est gations 600 Washington Street . Boston, 021.11 wrvktt.masLg avIdia. Workers' Campensation Insurance Affidavit Bvi tiers/Confrachws/Electdcian&Tlumbers Applicant Information Please Print Le dblv Name c ►� emu: ClvJF7641 1Y, 1 WWI J� Address- 21z )I cityistate/z p- W—M .1./`�J� O�3� l # ' Are you an employer?Check the appropriate box: TYID project(r of ro' 4. I am a. txmtractor and I P �4�d): I.❑ I am a employer with ❑ 6. ❑New you. employees(fall and/or part-time)-* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ?- .❑Remodeling ship and have no employees. These sib-contractors have 8- ❑Demolition o and have wodmrs' working for me in any capacity 3 9- Building addition dz[No wcers'.comp-mszuance camp-Msur I ❑ g ] 5.,❑ We are a corporation and its: . 10_❑Electrical repairs or additions equired3. lam a ho eowmei doing al1`work oft oers have exercised their ILL]Plumbing repairs or additions rnysel£[No workers'comp- right of exemption per MGL 12.❑Roof repairs insurance t c. 152, §1(4),and wehaw. no ] employees.[P+To worlcers' .13-❑Other comp.insurance required-] *A try applicant.fat chech boat#1 mast also fill oar the section below sbav ing d wk wod uC�P�ou pommy infatmatiem. �Iiaaaeacemers 1.1 submit this affidavit indicating they ate doing an teat and du m hire'omiiie coutmao s mast submit anew afidawk im&c=g such FCootracmts 1Lat check this boar,must attached as additional sheet showing the name of'the sub-conftxton and:stste whet.arnat fwse entities bone employees. If the sub-canuu cis ham employees,they must prwAdee dmir workets'comp.policy mmtber I am an emplo.w that isprovidbW workers'compensridan.inmrance for my amptnywes. Below is the policy Ma job site. infon nation. Insurance company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site A klte_ss city/Stateizip: 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 impfisonmerd,as well as civil penalties in the form of a STOP WORD ODDER and a fine of up to MOM a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Incest gatinms of the DIA,for insurance eaverage V e[ification. I do hirredry cerhfj,under the that the informationprvi iArd above is bue and correct . Si lQ V Date.OVA d/ O Phone#--b jw' p feW use only. Do not write in this area,m ba completed by city or town a tidal Citq or Town: ftrffitJLicense# Issuing Authority(circle one) 1.Board of Health 2.ling Department 3.CityfTorsn Cleric 4..Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone M 6 L'w J �INKE Town of Barnstable Regulatory Services n�is ' Thomas F.Geiler,Director 039.,�•`e� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION. DATE: �� �o ;Z 0/A Please Print JOB LOCATION: I / ^ AV// R AO C6Vv774j1,)LkX number (street village "HOMEOWNER":CX j):9VN V ( >t)3— I C J?.3/�� name T home phone# work phone# CURRENT MAILING ADDRESS: �� /✓/��®�}D city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection prQesand req ements and at he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as"supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor i (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly..when the homeowner hires unlicensed persons. In this case,.our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns.. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 e� BARNSrABM 2639. Town of Barnstable 9 `�� Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO r Building.Commissioner 200 Main Street, Hyannis,MA 02 1 www.town.barnstable.ma.0 Office: 508-862-4,038 y Fax: 508-790-6230 Property Owner ust Complete and Sign This Section If Using A B. ' er I, , as.Owne of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this buildin t application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit;/pleemplete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map . Parcel Application # ��� I (",P Health Division )) Date Issued Conservation Division Application Fee Planning Dept. Permit Fee `C) Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village @rl.\e-J'AV-f OwnerC� ��l` '� w• We- Address Telephone v `�� Permit Request �1ti Z� 0 M QcJ�e, gSTA C_ � �Mz�' " Ae-1_r4,S�JA� t-ke—LIJ J' e-AA Square feet: 1 st floor: existinglt6�proposed \2�� 2nd floor: existing proposed Total new V3 L Zoning District Flood Plain Groundwater Overlay Project Valuation 9,0,V>Q Construction Type Lot Size r5 ) Grandfathered: A'Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure QA " Historic House: ❑Yes "P.No On Old King's Highway: ❑Yes No Basement Type: 'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) )*A Basement Unfinished Area (sq.ft) "4-koy4,el Number of Baths: Full: existing new Half: existing new Number of Bedrooms: Ci, existing —new Total Room Count (not including baths): existing co new First Floor Room Count Heat Type and Fuel: *Gas ❑ Oil ❑ Electric ❑ Other Central Air: .Yes ❑ No Fireplaces: Existing New Existing wood76oal stove.-El Ye`s (No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing -❑ new size _ Barn: ❑ existing ❑Anew `size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ y,*, C) Commercial ❑Yes :: No If yes, site plan review# Current Used et ml e JY\e_. Proposed Use 'SA OYVQ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � _e V Telephone Number Address 1_�.- License# 12<sE®n`"( cej e �` �1\_e 'A Home Improvement Contractor# ova\'�! Worker's Compensation # WC.\3`S� �i t'�loilZS ALL CONSTRUQTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE % o / FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ' r w � ADDRESS _ VILLAGE A OWNER ..1 1 DATE OF INSPECTION: A FOUNDATION t � FRAME 311,d ll ,f INSULATION (-E 3111 11 .` FIREPLACE 4 ELECTRICAL: ROUGH FINAL C t � 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL,. FINAL BUILDING 10 30111 3 r. DATE CLOSED OUT ` ASSOCIATION PLAN NO. ! , f 02/15/2011 11:45 12717 EPGMGDP PAGE 02 VORTGAGE INSPECTION PLAN ' APPLICANT: DERIN-GER TOWN: CENTERVILLE LOT 669 � I ' ffl.If.., LOT 667 /e//f.ff...ii/.I iiiiiiii i i/f/III 'Ile e/r////......// .ef.r I.I If—f r ..I f/e ff I IJ.e I I Jf f. Q /......//IIleI///J rrrr./le off"i e/fff/.//// flee..• .e.e fee"N, .fee fill fill♦ d Irf.fffeff ff free.../efff.eef I.f////r rI//// (� i l;i l ii ri li iil/ /f//////r//J//J ♦.were♦ J//J/little/I../ /i fee IIII/.II//. - IrJ/././////e.rrr LOT-666 '. .f.ffff teloll000 le 1 , A DiZUNAGE �— EAS'EAV ob p4 0r tTA�, TE'H EN OCYLE ter-�,a �. iv FLOOD PANEL: 250001 0015 C FLOOD ZONE: °C° DATE MAP REVISED: 08/19/1985 t HEREBY CERTIFY THAT THIS MORTGAGE INSPECTION PLAN HAS BEEN PREPARED FOR: DATE: 11/30/2010 SCALE: V - 30' VA MORTGAGE CENTER.COM DEED REF; WB-330 PLAN REF: 386--94 'THE LOCATION OF THE QKLLING SHOWN DOES NOT FAIL WITHIN A SPWAL FLOOD HAZARD ZONE, PER TAPED INSPECTION THE DWELLING APPEARS TO CONFORM To THC LOCAL 20NINO BYLAWS IN EFFECT THE STRUCTURES SHOWN CIN THIS MORTGAGE tN3P=TION PLAN ARE LOCAIED BY TAPE SuRVE AT THE'"TIME.OF CONSTRUCTION WITH$&SPECT TO HORIZONTAL•DIMENVONA4 SET9ACK REQUIREMENTS ONLY. NO INSTRUMENT 5iJRVtY WA$PERFORMED AND LOCATIONS SHOWN ARE APPROXWATE QR IS EXEMPT FROM 'VIOLATION ENFORCEMENT ACTION UNDER MA GENERAL LAMS CHAPTER 40A AN INSTRUMENT SURVEY IS NECESSARY FOR "WSE DETERMINATION OF BUILDING LOCATIONS S£GTIQN 7. hDFEF:ENOE DEED SUBJECT TO AND LATH THE BENEFIT Of ALL-RIGHTS, RIGHTS OF WAY, AND ENCROACHMFNTS, If ANY EXIST, EITHER WAY ACROSS PRdP>eRTY LINES YANKED-LAND -EASEMENTS, RESERVATIONS AND PtSMCTIONS OF RECORD.'IF ANY THERE 5HAI,�PE, AND INSOFAR SURVEY COMPANY INC. SHALL NOT BE HELD WAILS FOR DAMAGES RESULTING FROM ANY USE AS THE SAME ARE Or LEGAL FORCE AND EFFECT. OF THS PLAN FOR PURPOSES OTHER THAN NORTGAG£INSPECTION. TELEPHONE: 508-428-0055 ANKEE LAND SURVEY COMPANY, INC -FAX: 508-420-5553 .-11"9 ROUTE 149, Mnrstons Mills, MA 02648 �/Jvnirae.s I Nr,/A,/!&-nmr•rvcf na+ I www urmleaace ir,/a,/rnm $411 R%z czw �0 IHF, � Town of B arnstable Regulatory Services BAArtSIAHLE Tbomas F. Geiler,.Director, MASS. g Building Divi§.ion Tbomas Perry, CBO,Building Conimissioner 200 Main Street, Hyannis;MA 02601 www.town,barnstabie.ma.us' Office: 508-862=4038 Pax: 508-790-6230 PLAN REVIEW r Owner: 4 ��Cr�y% er Map/Parcel: �y 7 . 0 9(0 V , Project Address I`)-'L /0 Y e Builder: The following items vvere noted on reviewing: tls ►TNCP �o�►�Ta�v� •Z`� C�ea�tvcc C:�+'o u�� c�n►w.;nQ y Reviewed by: Date: ,3/��/ - � • .Q:Fonns:Plnrvw The Commonwealth of Massachusetts i ^; Department of Industrial Accidents t i Office of Investigations 600 Washington Street 4 j Boston, MA 02111 www.mass.gov/dia Workers'. Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lel;ibly Name (Business/Organization/Individual): C40!L\L � 1 Address: City/State/Zip:ojz e S �:\�� Phone #: :SOS ' DL!;� " Yi(d Areyou an employer?Check the appropriate box: ' Type'of project(required): 1. I am a employer with _ 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2: ❑ I am a sole.proprietor or partner- listed on the attached sheet. $ . ❑ Remodeling ship and have no employees These-sub-contractors have 8. ❑ Demolition working for me in any capacity. 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 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and 4ve have no 12.❑ Roof repairs insurance required.}t employees. [No workers' comp. insurance required.] 13.❑Other *Any applicant that checks box fi 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. $Contractors that check this box•'must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 4 - ,►�v 1 Insurance Company.Name: \ Policy#or Self-ins, Lic. #: `.7�� �4 Expiration Date: Job Site Address: L, J v `42 City/State/Zip: oac Attach a copy of the workers' co ensation 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$1,500.06 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 c of under the s dpetIVIdes of perjury that the information provided above is trite and correct. Si nature: Date: Phone#: — QX ' Official use only. Do not write in this area, to be completed by city or town offtcial City or Town:. Permit/License# Issuing Authority(circle one): 7. Board of Ilealth� 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other` Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to.this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is efined as "an individual, partnership,,association, corporation or other legal entity, or any two or more of the foregoing e aged in a joint enterprise,.and including the legal representatives of a deceased employer, or the receiver or trustee o individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling ho se having not more than three apartments and who resides therein, or the occupant of the dwelling house of anothe who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or buildin appurtenant thereto shall not because of su employment be deemed to be an employer." MGL chapter 152, §25C(6)also ' ates that"every state or local lice sing agency shall withhold the issuance or renewal of a license or permit to erate a business or to constr ct buildings in the commonwealth for any applicant who has not produced acc table evidence of compli ce with the insurance coverage required." Additionally, MGL chapter 152, §25C(7 tates"Neither the co onwealth nor any of its political subdivisions shall enter into any contract for the performance public work until a ceptable evidence of compliance with the insurance requirements of this chapter have been present" to the contracti g authority," Applicants Please fill out the workers compensation affidavit comple by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and p e number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Li ili artnerships(LLP)with no employees other than the members or partners, are not required to carry workers' comp nsation ' surance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be su itted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be s re to sign an date the affidavit. The affidavit should, be returned to the city or town that the application for the pe , it or license is b ' g requested, not the Department of Industrial Accidents. Should you have any questions regard',g the law or if you a required to obtain a workers' compensation policy,please call the Department at the numb r listed below. Self-in red companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legi ly. The Department has provided space at the bottom of the affidavit for you to fill out in the event the Office of I vestigations has to contact you regar 'ng the applicant. Please be sure to fill in the permidlicense number which wil be used as a reference number. In ad ion,an applicant that must submit multiple permit/license applications in any iven year, need only submit one affidavi dicating current policy information(if necessary)and under"Job Site Addre s"the applicant should write"all locations ' (city or town)."A copy of the affidavit that has been officially stam ;ed or marked by the city or town may be provi d to the applicant as proof that a valid affidavit is on file for future p rmits or licenses. Anew affidavit must be filled o" each year. Where a home owner or citizen is obtaining a license o permit not related to any business or commercial ve ure (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit, The Office of Investigations would like to thank you in advan 'e for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: J The Commonwealth lassachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 61.7-727-7749 10/29/2010 15:56 5083932273 NORTHWOOD INSURANCE PAGE 01 ,.;,.� OP ID'TO CERTIFICATE OF LIABILITY INSURANCE 10129/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER$ 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 Certiflaate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed_ if SUBROGATION IS WAIVED,subject to the terms and Conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certNlcate holder In lieu of such endorsemen s. PRODUGErt b08-T71-1632 NAME T Northwood Ins.Agency,Inc. 508-393-2955 �N OxIII, FAArcX Ne: W Jain Street,Suite 9 Hyannis,MA 02801 STANL-1 INBUR 8 AFFORDING COVERAGE B NN6UgEp Dean Stanley Building INSURER A:Liberty Mutual Insurance Co. Contractor,Inc. USURER e: A 359 Capt.Ujahe Road INSURER C: Centerville,MA 02932 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 1$TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTAN04NG ANY RECUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANU POLICY NUMBER IM M LIMIT$ GENERAL LIABILITY " EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMiStS IEs ocurrai oa $ CLAIMS-MADE M OCCUR MED EXP(Any one person) $ PERSONAL b ADV INJURY >9 OENERALAGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PR04UCTS-COMPfOP AGG 3 POLICY D P LOC 3 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Es aCpdarlt) ANY AUTO BODILY INJURY(Par person) $ ALL OWNED AUTOS BODILY INJURY(Per accWeM) E SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED ALITOS (Per eoddeM) $ NON-OWNED AUTOS $ UMaREL Ui LIAB OCCUR EACH OCCURRENCE $ EROESB LIA9 CLAIM&MADE AGGREGATE $ _ _ - $ DEDUCTIBLE RETENTION ! WORKERS COMPEN BA=N WC STATU- ATH• AND EMPLOYER$'LIABI IW Y 08/31110 08/31/11 E.L.EACH ACCIDENT S 100,0001 A ANY PRomtE-roWARTNERIEXECUTIVE ❑ C 13153749140110 NIA A OFFICERIMEMSER EXCLUDED? E,L,DISEASE-EA EMPLOYEE 7 100,00 (IRatWaforN In NyyB8a,doWN If")udder E.L.DISEASE-POLICY LIMB $ ram DMRIPTION0EOPER8 y- NA09tow 1� DESORIFTION OF OPERATIONS I LOCATIONS I VENMES (AMeh ACORD'Krl.AddWonol Rnm+Irhs Schedule,If Mdift tptot It required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE AEIOVE Dg$CRMEO POLIGR s sE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Dean Stanley Building ACCORDANCE WITH THE POLICY PROVISIONS, Contractor,Inc. 369 Capt.Ujahs Road AUTHORRED REPRESENTATIVE Centerville,MA 02632 � x jq`�Aae 01988.2009 ACORD CORPORATION. All rights reserved. ACORD 25(2002109) The ACORD name and logo are registered marks of ACORD THE r ti Town of Barnstable o Regulatory Services IARNSIkELF- �. Miss Thomas F. Geiler,Director 1659 �e �Eo � Building DiviSiOn Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 509-862-403 8 Fax: 508-790-623 r f Property C+wtze'r Must Complete,and Sign This Section If Using XBuilder I, L VO iA 0Gti\r , as Gamer of the subject property hereby authorize e e to act on my behaff, m all matters relative to work authorized by this building permit application for. (Adc re f job) Signature of er;' Date ; Print Name f If P PertV O nCris applying forpertl&please complete the Homeowners License Exem ption Form on the reverse side. Town of Barnstable. C? r Regulatory Services Thomas R Geiler,Director AARNSTABr-F, ' . Building Division rfD Tom Perry, Building Commissioner 200 Main.Street,_Hyannis, .02601 www.town.barnstabl ma.us LL Office: 508-862-403 9 Fax: 508-790-6230 1101�EOWIVER LICE ' E EXEMPTION Please P int DATE: JOB LDCAMN: number str t village "HOMEOWNER": name me phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was exte de to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for h e w does not possess a license,Provided that the owner acts as supervisor. DEFUh ON OF OMEOWNER Person(s)who owns a parcel of land on which be/ he resides r intends to reside, on which there is, or is intended to a.• be, a one or two-family dwelling, attached or de had structur accessory to such use and/or farm structures. A person who constructs more than one home in a o-year period hall not be considered a homeowner. Such "homeowner"shall submit to the Building OfSC' on a form ace table to the Building Official, that he/she shall be res onsible for all such work performed under .e buildin errok Section 109.1.1) The undersigned "homeowner"assumes respo ibility for compliane 'th the State Building Code and other applicable codes, bylaws, rules and regulations The undersigned "homeowner"certifics that.h /she understands the Town o arnstable Building Department minimum impection procedures and requirem nts and that he/she will comp] with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings con g 35,000 cubic feet or larger will be required t con-Tly with the ' State Building Code Section 127.0 Construe on Control OMEO WNER'S EXEMPTION nr Code states that "Any homeowner pert ing work for which a building permit is required shall be exempt m the provisions of this seetioq(Sectioir 1 D9.1.1 -Licensing of construeti Supenisors);provided tha t if the homeowner engages a pa sons)for hire to do such work,that such Homcownar shall act as supervisor." Many homeowners who use this exemption are aware that they arc assuring the responnbititics of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors, cation 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this ease,o r Board cannot proceed against the unlicensed person as it would with.a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware ofhisAcr rtsponnbilitics,many communities require,as part of the permit application, that the hnrne0lYner certify that he/she under ptm stands the resnbilitics of a Supervisor. On the last page of this issue is a form currtnt)y used by several towns. You may care t amend and adopt such a forrn)ccrti5cation for use in your community. ;- ✓a , ��m�r�oozuretalll a�✓�a°°ac<ivaed'a Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Type. Registrationx132149 Expiration 1/2$/20 - 112. individual DEAN F.STANLEY DEAN STANLEY e 359 CAPT.LIJAH RD;; ., ,,,,,• g 7A � CENTERVILLE,MA 02632- Undersecretary ! N'lassachusetts- Department(If Public Safet, Board of Building-, Red ulations and Standards Construction Supervisor License License: CS 35037 Restricted to 00 DEAN F STANLEY 359 CAPTAIN LIJAH RD CENTERVILLE, MA 02632 kF �--G- �- � Expiration: 1/19/2012 (' nunissi,uuv Tr#: 12334 F� `a 01/26/2011 14:18 12717 EPGMGDP PAGE 02 f q FRIEDLINE& CARTER ADJUSTMENT, INC. 436 Main Street, P. U. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: ( wilding Commissioner or Inspector of Buildings ( ) Board of Health or Board of Selectmen O Fire Department TOWN OF BARNSTABLE TOWN HALL HYANNIS, MA RE: Insured: LAMPASSI, Alfred & Frances Property Address: +172 Nye Road Centerville, MA 1 Policy Number: HP936556 Type of Loss: Lightning Date of Loss: 7/2/2004 File#: 100029 Claim has been made involving loss, damage or destruction of the.above captioned property, which may either exceed $1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 313 is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. J. F. MCNAMARA Adjuster 7/15/2004 t. �• r r ax � s V,r � r ,ts C y, a1 � •J`• 'rt r: .f � .. e �ap y� 4 r _ .5. - , iIMP 5- }6i1 /LTA z�a K4tlT Cosh �q1p _�-' t 51N� t- I ply �S�YncTiw�-• 33D: n�saX 4956�P'7 , ,. � r , ? ir �15E IC r - G +.LLO►.i Sep11c 1,aialC r � / / 30 / d sl f 715'P05�kl.�fT 9 1� t-� ':1_t�lR1a l' GRt15�•FG,T7 '6TOf�� ' �+ pc� �. / j� � F .i',��:LEL'149.Gcr!=1sf,°SF.eZ,s= 3zsGt4�l •�.-�. `✓^`�v�/ •. @� J���a4"6�k .'. { .. �_CAPLC(T�(•6pSR ocr l•0 - ---� -'SO-GP'Q �_. .",�0 i / �` MI&I Et� :E ToTa c.:. -•pJ�i�.�{ ��..ow _-` : .33O` Ec'PD ��`.�,�.��� � � ,� t I I '_Tr_RC.0L .T I aJ�� � . 1" 24.l�12f�ill.D4l• a i} p•\ '\ �r , { �jN Or" MSS Q01 S Or RICE#4�?r r -PETER.... BAXT�F? SULLIVAN SETN I�l�12k lZp > s No. 33 , tic ��Gr ',No 291 /STEP4 _"@' q N• ��: . ,���� STD ���.� o�fZ3 .8 �� _ � � .sd Tavor FtiIV 4'1O LOAM .► , ewomy , r r 4"•NG rsr. 5c 000 . 39'' WY - 1NY e' #- 1-1 :l�>xH tNd S c�c _38(Z 5 Wm+ C E:R-rim E.D pL*O'T p1,AN +- 20 . .T IO N: _ I, hocA . ctRJQT'c_#Zv I L t t Z O 4. I_ i 28 0 4��sTD p�A K' v.►�� ���� ��F�.-R�N G.G� 2I IsJ�2 . 15J857 l Y�JP�► .FJ 1v N�GI ., _;. • : ,. - -��pa1r:U � - RE6•15�'TlEt� 1.Aty"R �'`G } U E' S H z7wtiJ $ �YaRS �ER£,z�l.lr�t�t-`t5;�1 rCN T�-4�; 5 tr���ir�� ��v�� E�.���.►�res itQEMlsNTS. aF E I-1..- �z?W�1�F 1uS7AL uLZ 't s 1 O-t �4� a NT: L44J _ate Iki Wl-r�-4 '1"HE"'�'1.-�'�L.hl�. �l'Hts R.Ati1 15 NtSf"$AStp DNAN 1NSTRtJhq�NT 1 :5WKVEY nND •THG oFFSEI'S 5HOWN SH'! LWU A14T Ta EST&33�ISH Lt;> L1NE5. T AiFbAN<NT.: 6Ji0E�;tvt 1 C. 56-1 - — - r's map and lot number ......................................... Asses!t' 09� IN E Sewage Permit number ...........I....................................... "1,9 LEI • House number ................................. ................... INSTALLED IN CO WMITIn =IWALCOD S r GI TOWN OF BARN ULATIONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ ..............................................................................................I TYPEOF CONSTRUCTION .......... ............................................................................................I ... ......-2....- ............... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... ........Ca .......... .........16.2P.......................... ......... ...................... ProposedUse ......................................................................................................... ......................... ZoningDistrict .................................................................I.......Fire District ................................................................................ Name of Owner .................................... ..... . z............................................Address .......!6 Nameof Builder .............................................................I ........Address .................................................................................... dameof Architect ..................................................................Address .................................................................................... -7- Nurliber of Rooms ..............................Foundation ....... ................................... Exierior ......5�7/m/�6­4 ZtF- ..........................................................................Roofing ..........e. ........................................... Floors ..........l.............................................................................Interior ..........!2 ........ICJ . ....................................... Heating ..............................................................Plumbing ............2 ..................................... Fireplace ..... Approximate. Cost ..... ..... ............... . ........................................... ........I....... Definitive Plan Approved by Planning Board --------------------------------19--------- Area .... ................. 00 Diagram of Lot and Building with Dimensions Fee ...... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reArding the above construction. 4 NameA..:..... ................. Construction Supervisor's License ...0....15...959........... SMALL, ALAN E. 0 —.33068. . Permit for One Story......... ....... ..... ....................... .........Single...Family. . . ...py!��A illg .. .... .... ..... .. . .. ... ............ Lot #668 Location .......................A...... Centerville ............................................................................... Owner ....A.l.an...E.......S.m.a.1.1............... ............ Frame Type of Construction .......................................... j, .......... .................................................................... Plot ....... .............. Lot ................................. Permii/Granted ...J ....ul....y...1. ...............19 . 89 Date of Inspection ......... ....... .............19 Date Completed .. ...... .......19 067. 1. CA "t, C) 0 j — I � o76 — -- — . te 31 (; BEDROOM V "—•sc+_n I I� 2 b FD . 1- !! Y G1 Jri — k FAMILY ROOM z DINING RM pp ' BEDROOM LIVING ROOM ° 11 1 derson_boe� • 1 I " G � 4.iu 14:. v rh 2 -Iccnn / H5 da'SYc :9 �Y �!{il,t« •c uwEo LI,TA(. �a - 1�i. T —C4TE n� 1 y�3 .„.,-r Aefa'l:%V•1 al is 1.1a ���. /�? weAnrll~TO et ""= Nu IN iNl�-tGN ,'llr BLS, % -MOH-[ e� srlbu C4i. I/Ic j L.IlL. 1 5 t��Dovr�Ll�1�ruI�I�, t1J fTJ�✓c?cc.7 i i ' e �D• , q/e- ' UWDE R FLOO 1 " C Tay( ._. •LINED CWIMQUI SLCTIok - DETAIL•1 �ctaGLA� ira VC- � -AC, � I CbNSTk'UC i 1c -C I I.q J7 •,� te r+ _ t - - ---- - - .......... r, � L SC(� I!.•o� Sue.wo n•uo p � Nunrx to et r=---1—>_— [ k� az-i�2.� A:G•1[�lC>- �1p � ,,o :•' ypw�w rNis s�c're � _ ., •/L .w r u. FF icon •[ r G 1JlE -.- LIHEpb E T AiIL wlly Si"TlOH - - » i 1 )1`1? l� CY- Y` [ J LL LI c c*))•ac."i z TELEPHONE 428-2077 BUS. BOX 536 �QQ Small , OFFICE HOURS Ca 8:30 to 4 Builder MONDAY THRU FRIDAY CENTERVILLE. MASSACHUSETTS 02632 SPECIFICATIONS FOUNDATION: 8" poured concrete walls with footings , 7 ' high, poured concrete basement _and garage floor/s . LUMBER: . . . . . Framing, first quality, construction grade SIDEWALLS: . . .15 in. white cedar clear shingles WINDOWS. . .. . . .Double hung, spring balance, aluminum track EXTERIOR TRIM: Seamless aluminum gutters & down spouts, Pine trim, shutters as shown on the plan. WIRING: . . . . . .100 amp. service, outlets as shown on electrical plan layout HEATING. . . . . .Forced hot water, gas fired, cast iron boiler, copper baseboard, copper pipe, etc. ( oil fired sytem at an additional charge) , to assure 0-70 degrees INSULATION. . .Fiberglass blanket, 6 inch in ceiling, 32" in the sidewalls ,basement 31" in PLUMBING. . . . .Type M copper water pipe, all cast iron and PVC rough, automatic ce iling washer connection; 2 sillcocks; fixtures American-Standard or Koehler INTERIOR WALLS Drywall construction; all seams taped and coated FLOORING . . . . .Select white oak floors OR an. allowance of $8.50 per yard installed toward all to wall carpeting; linoleum kitchen and bathroom flooring INSIDE FINISH 22 in. pine Colonial trim; pine mantel, six panel doors, louver bi-passing closet doors stairs (if applicable) . .oak treads and pine risers CABINETS. . . . Crestwood , as per sample door Formica or equal laminate countertops. PAINTING. . . . .Two coats on all exterior wood trim oil base or laytex. Interior. . trim two coats of laytex paint or stain and sealer; interior walls two coats laytex flat paint TILING. . . . . . may be added at additional cost HARDWARE. . . .All exterior locksets or hardware to be weatherproof, mirrors in both bathrooms . . . . .round brass knobs LANDSCAPING. .15' of lawn around the house, paved drive, patio blocks for walk MISCELLANEOUS:Concrete front step with brick border; overhead garage door 1-6x8 cesspool and 1-1,000 gal. septic tank all town water, electricity, etc. to be provided by the builder. Combination storm/screen windows and 2 doors. Magic chef range with self cleaning over and dishwasher included substitutes of equal value may be made at the builder ' s discretion, if necessary s TOWN OF BARNSTA¢LE,'MASSACHUSETTS BUILD!N G. PE R M l 1 A=I47—Uy6 ��� DATE .14 19 �� L>`..l ` 'APPLICANT U4Jfli:1 ADDRESS - PERMIT NO. 01.5'/57 IN0.) - (STREET) (CONTR'S LICENSE) build dwei. ) 1 J n j.' 1 TR:l l Cd ill.'PERMIT TO (_) STORY i - , ' Z, NUMBER N O UNITS (TYPE OF IMPROVEMENT) N0. (PROPOSED USE)AT (LOCATION) - lot 4666 t72 NYe Rrildy LL'.T:L,c ',�'.'Vi Li, ZONING >{L, DISTRICT_ - - (NO.) (STREET) , BETWEEN AND - ,� (CROSS STREET) (CROSS STREET) k: SUEIDIVISION _ LOT LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT, LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTIC TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ' TYPE) REMARKS: Sewage if89-348 AREA OR L..76 Gy. it. VOLUME ESTIMATED COST i '.1 PERMIT 1 c� (CUBIC/SQUARE FEET) FEE E. smal- OWNER .u.t _a. Tat.; cl� ! 'ADDRESS BUILDING DEPT. By OF ANY IC Fit'FAE'fTf—C)'Y"T''til'F�LI'C`Yft7 FlfC5`�FTT'k'"'1`S`$Z7"7i'N7E-'TTF.`.F}TTSp-EF7.11-1"L`t'OtSN.O..f__fT.E.IE'"A"SE-i R"E'A'P F`L'I'l;-A.fJf FFf TJM- fAE-"C'U KU1-f"I U: OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE7BEFOREFINAL gppR OV ED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIR ALL CONSTRUCTION wCARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEErJ PERMITS ARE REQUIRED FOR 1. FOUNDATIONS OR F EL=CTRICAL, PLUMBING AND MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERINQUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL I FINAL I SSE INSPECTION 7 INSPECTION HAS BEEN MADE, 3. FINAL INSPECTION OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ( 3 G A HEATING INSPECTION APPROVALS f f ENGINEERING DEPARTMENT ! OTHER cl..t itrYL,OT9 -E:yG �, BOARD OI H EAL I H R -- " ' WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CONSTRUCTION, I PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR 6Y TELEPHONE OR LVnIT. IvO1lFICATION. t i I { TOWN OF BARNSTABLE BUILDING DEPARTMENT = rsaaer� ' TOWN OFFICE BUILDING HYANNIS, MASS. 02601 �OIIAY�' MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #......:''�, ��� ............................................................................... .................................. ... issued to ................... T,,, .lii? / �w--.......................... Please release the performance bond. <J. ..� Shy/` T�+c.� ';y;;;:[F-.•. ,.; w.�W ,..,�. .�. i�t +y r.rr .»:.'�.%.r'.p."F Y'�Y`+-r"t:. .'.,a.�•,yir+.:,,{ + t ,fTMrr, TOWN OF BARNSTABLE Permit No. .. .�6 ..... • BUILDING DEPARTMENT a'e wi 1 TOWN OFFICE BUILDING Cash ........ .. i619 ` ii 'ior1r HYANNIS,MASS.02601 Bond ...... ..1..1. CERTIFICATE OF USE AND OCCUPANCY Issued to Alan E. Small. Address Lot #6 6 8 172 Nve Road 1 Centerville, Mass. i USE GROUP FIRE GRADING OCCUPANCY LOAD 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 AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Building Inspector '1.Y 1 l,_'l 2 l0 JCJ�STS . cXl5T1 VS 61a. W/'Sk.\I.GR _.FLOOR_SE�T�O • � I O — �cr��6e��,4-,,.;o�). r_ts�0�rs� �-:,uosec-Roon:c�l�<s I•o-) I i — fo I _ fosT.cLLL+tw.`.Suf,f_eA 1 - j 7t, S-li CfK TiR40C 16 EY feY'• __iRER;i�T10N 5 fog`r�ht..ST,c���Y:ei:�u::nEFr Bruce Devlin Designer o.E:cEs;un A�seo 774338.0773 1}Z i i eF �No,.�maEw Y - ABBREVIATIONS 'ELECTRICAL NOTES INDEX - LICENSE JURISDICTION NOTES .' WHERE ALL TERMINALSr OF THE DISCONNECTING "PV1 COVER SHEET 1 A AMPERE _ MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN — 'ALL WORK SHALL COMPLY WITH- AC • ALTERNATING CURRENT THE MASSACHUSETTS STATE BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS' BLDG BUILDING OF THE HAZARDS PER ART. 690.17. PV4 UPLIFT CALCULATIONS CODE. CONC CONCRETE 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM - ALL ELECTRICAL WORK SHALL C COMBINER BOX MULTIORE BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS. D DISTRIBUTION PANEL BY PHASE AND SYSTEM PER ART. 210.5. Cutsheets Attached - COMPLY WITH- THE All NEC. DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR' 3. A N ATI ON ALLY—RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL y GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(B). CUTSHEETS ATTACHED GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND ORLDING OR ENCLOSURES HE FIRST ACCESSIBLE N IN METALLIC AYS DC GENERAL NOTES HDG HOT DIPPED GALVANIZED - CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER - 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN 1. THIS SYSTEM IS GRID T RNE VIA"A - INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS UL—LISTED POWER—CONN CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Isc SHORT CIRCUIT CURRENT . REQUIRED BY UL LISTING. kVA KILOVOLT AMPERE 7• MODULE FRAMES SHALL BE GROUNDED AT THE 3. ALL INVERTERS AND ARRAYS ARE NEGATIVELY GROUNDED. UL—LISTED LOCATION PROVIDED BY THE kW KILOWATT LBW LOAD BEARING WALL :MANUFACTURER USING UL LIST 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED MIN GROUNDING MIN MINIMUM HARDWARE. 5. ALL ELECTRICAL WORK SHALL,COMPLY WITH THE � ' MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 2011 NATIONAL ELECTRIC, CODE.6. WORK TO BE DONE TO THE 8TH EDITION OF MA (N) NEW - RAIL, BOXES, .ETC.) SHALL BE GROUNDED USING STATE BUILDING CODE. NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE _ NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED. OC ON CENTER RAIL. u� p PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY ILINES BONDED WITH EQUIPMENT GROUND CONDUCTORS Y ~ PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. a PVC POLYVINYL CHLORIDE 10. THE DC.GROUNDING ELECTRODE .CONDUCTOR S SUBPANEL SHALL BE SIZED ACCORDING TO ART. f _ VICINITY MAP , 'lo ' SCH SCHEDULE 250.166(B) & 690.47. 1 E e SS STAINLESS STEEL t �' if �',�• '� '� y �,0: ..r '�.. 6 Q.... i •STl � ''J '.p K' if � y:.:..... SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS t v ; It SWH SOLAR WATER HEATER SF Q. . � ��4 ,r rr i .� .,mod` R� i j 3. 4'• �•' '(1�^ l N TYP TYPICAL a. LION UNLESS OTHERWISE NOTED � °� 4�. r° ,�Rd-� � ,, ,� �,,."` `""� • UPS UNINTERRUPTIBLE POWER SUPPLY e061 ChmteieaalnM _ School 1 . . sans:C,.. a ..e.✓;'a _ f� ° - - VOLTAGE AT MAX POWER ' .a V VOLT Vm . . 1 P 3 Voc VOLTAGE AT OPEN CIRCUIT ' �' Wiz, . m ���,1o„i. Rc �� t a , a"ku tYy'.. �`� � .�0'9• `-�.,ebty :�, IN 3R _ �•' 3R NEMA 3R, RAINTIGHT e •� ti.R� O .3,: I "cf • tUnioCrc A7i:1 Hp 4 + .w�rr H •BOIy"7 - ��yaM�; (� ..:( g �` �.. �yvi<"ri Rd F` d T d rj .g�Ra.Y !� -�.�•. „ c. 6� 14 v ,um .REV BY DATE COMMENTS x ,�nL° gaN'!H Faffiwtln'R1 Slnle Fhvy 28 Fa � i � �; I'I rI' Inroulfi Ra �.�....-• R0 ��¢.. ''`� 4 4 � ' �` - "[t'•- .Q „Fo7ma`NfRrt �;,F IIa IN• J� _ r �. � .. ...... . .... S, _ J B-0 2 610 2 O O PREMISE OWNER: ; AHJ t DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT E T SO FOR THE DERINGER, CLIFTON DERINGER RESIDENCE CROLL BENEFIT SHALL LL ANYONE EXCEPT IN MOLE INC., MARKET: MODUIN 172 "NYE RD 8.82 KW PV Array ; SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRINA SOLAR TSM-245PC05 PA05.18-` PART IZ OTHERS OUTSIDE THE RECIPIENT'S PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE; San Mateo,CA 9"02 PERMISSION OF SOLARCITY INC. PAYMENT TYPE: INVERTER: T:(650)638-1028 F:(650)638-1029 PPA FRONIUS # IG PLUS V 7.5 7745213375 COVER SHEET PV 1 2/11/2oi3 (888)-SOL-CITY(765-2489)wwwsolarcity.com 1' - 77- 'PITCH: ARRAY PITCH•• 26 Y MP1 AZIMUTH:251 ARRAY AZIMUTH: 251 MATERIAL: Comp Shingle STORY. 2 Stories 25'to PL AC 70 O '0 I CC 'D ; ; Inv ; — J 25'to PIL { LEGEND El Q (E) UTILITY METER & WARNING LABEL- Garage here, basement ends INVERTER W/ INTEGRATED DC DISCO a MP1 Inv & WARNING LABELS DC I DC DISCONNECT- & WARNING LABELS - - © AC DISCONNECT & WARNING LABELS B FE- PV3 JUNCTION BOX 25'to PL c DC COMBINER BOX & WARNING A I PV3 QD DISTRIBUTION PANEL'& WARNING 25'to PU �c LOAD CENTER & WARNING LABELS H I I G M DEDICATED PV SYSTEM METER I I O o CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR a GATE/FENCE I � I INTERIOR EQUIPMENT Front Of House I I SITE PLAN I I Scale: 1 8 = 1 I I I 0 1' 8' 16' J B-0 2 610 2 0 0 PREMISE OWNER At. DESCRIPTION: DESIGN: CONTANEDAL— THE INFORMATION HEREIN JOB NUMBER CROLL , CONTAINED SHALL NOT BE USED FOR ,HE DERINGER, CLIFTON DERINGER RESIDENCE BENEFIT OF ANYONE EXCEPT SOLMOLE INC., MARKET: MODULES: 172 NYE RD` a 8.82_ KW PV Array aolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRINA SOLAR TSM-245PCO5 PAO5.18 PART.ORGANIZATION. OTHERS EXCEPT IN THE RECIPIENT'S PROICT MANAGER: MOUNTING SYSTEM: CENTERVILLE, .MA 02632 ORGANIZATION, EXCEPT IN CONNECTION YI1H 3055 Clearview Wa THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C San Mateo,CA 944oz SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PAGE NAME: SHEET: REV: DATE: PERMISSION OF SOLARCITY INC. FRONIUS IG PLUS V 7.5 7745213375 2 11 2013 T:(650)638-1028 F:(650)638-1029 PPA # SITE PLAN PV 2 / / (888)-SOL-CrTY(765-2489)www.solarci com 6„ END (E) WALL OR (N) SISTER MEMBER CENTERED O RID BOARD DISTANCE " BETWEEN' SUPPORTS E GE " -16 O.C., SIMPSON SDW SUPPORT BELOW _ OR SUPPORT BELOW � - STAGG. TYP.--I WOOD SCREWS (E) RAFTER SIMPSON SDW 22300 WOOD SCREWS IJVAVl 2,> 1y' ' 2 . D SEE MP SIDE VIEW: FOR REQUIRED LENGTH 7G (N) 2x8 SIDE MEMBER (E) 2x6 MIN RAFTER - _ _ MIR _ 0E 2x8 END FASTENER GROUPING W TOP VIEW OF PARTIAL LENGTH SISTER _ G. Scale: 1"=1'-0" PV MODULE UPGRADE NOTES: " BOLT WITH LOCK & INSTALLATION ORDER FENDER WASHERS 1., CUT AND ADD N SISTER AS SHOWN IN THIS SIDE VIEW AND 'REFERENCED TOP VIEW. LOCATE RAFTER, MARK HOLE 2, FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 .(IF 2-PLY) OR 22458 (IF ZEP LEVELING FOOT (1) LOCATION; AND DRILL PILOT 3-PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF WOOD ZEP ARRAY SKIRT (6) HOLE. SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A. " DRILL BIT. SEAL PILOT HOLE WITH ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO (E). �4) (2) POLYURETHANE SEALANT. / ( ) ( ) ZEP-COMP MOUNT C RAFTER W 10d IF 2—PLY OR 16d FROM EACH SIDE IF 3—PLY COMMON NAILS AT 6 O.C. ALONG SPAN. ZEP FLASHING C (3) (3) J INSERT FLASHING. _ 9. SISTER ALL RAFTERS ON THIS MP SECTION INTO-WHICH THE ARRAY IS LAGGED - (E) COMP. SHINGLE (1) (4) � PLACE MOUNT. .' (E) 2x8 RAFTER (E) ROOF DECKING U (2) ® 16" O.C. INSTALL LAG BOLT WITH - " LAG BOLT WITH . (5) (5) SEALING WASHER. _ (N) 2x8 SPF #1/#2 SISTER O (E) 2x8 SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH SEE TOP VIEW RIDGE BOARD (2 '' MIN EMBED) 1 STANDOFF BOLT & WASHERS. 8' (+�-) (E) RAFTER, S 1 a E). 2x4 ' Scale: - 4' BETWEEN FOOTINGS 01 (STAGGERED)nn ° 13'-2" (E) 2x6 CEILING JOIST ® 16" O.C. 1,- (E) LBW .I' RAFTER: 2x8 SUPPORT: 2x8 2x6 2x4 1'-4 TYP E 2x8 RAFTERS O ,` � MAX SPAN: 13'-2" ® 16" SPACING B FRONT VIEW OF MP1 SIDE VIEW OF MP1 Scale: 1/2" = 1'-0" A CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER- J B-0 2 610 2 O O PREMISE OWNER: AHJ DESCRIPTION: DESIGN: -��q=l CONTAINED SHALL NOT E USED RC THE DERINGER, CLIFTON DERINGER RESIDENCE CROLL So1a�'� o BENEFIT OF ANYONE EXCEPT IN WHOLE INC., MARKET: MODULES: 172 NYE RD 8.82 KW PV Array ' y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRINA SOLAR TSM-245PC05 PA05.18 PART IZ OTHERS OUTSIDE THE RECIPIENTS PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE, MA 02632 3055CIearviewWay ORGANIZATION, EXCEPT IN CONNECTION WITH ' THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C San Mato" ie 9Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PAGE NAME SHEET: REV: DATE PERMISSION OF SOLARgTr INC. PPA FRONIUS # IG PLUS V. 7.5 7745213375 STRUCTURAL VIEWS PV 3 2/11/2013 (888)S(OL-CnY(765--248)6wwwsolarrcity.com, -UPLIFT, CALCULATIONS •�, 2/1I/`2013 j AfSao n`pA �y.TM r SleekMoten Version#4.1 Project Information System&MP Inforniation symbol Value Related Info Occupapcy.Category. II S y s t em Type _ SolarCdy SleekMcunt^ PV Module YingC:YL245P 29b. Total Number of Modules 36 Roofing.Matenal Comp Roof — € Number of Layers(Comp Roofs Only) F: z 4 de Reveal(Tile RoofsOnIy): c Roof Slope 60 Spanning Vents? No:. PV Module Orientation Landscape and Portrait PV Module Length 3.2 fE b PV Module Width AttachmentT e- • yp. Comp Mount.-Type C" Total Square Feet of Array I 1 633 sf Wind Design Criteria ' Wind Design Cadet _ SC�9—n idLygEnclosed Mhodi Exposure Category 1! Secbon 6 5 6 3 Basic Wmd_Speed. �. — V y ,..,;-Fig6i/ocal DataLeast Horizontal Dimension of Building LHD 30 R - J Roof Style _ — _ __ . . _z Gaple Roof Mean Roof Height h 26 ft Section 6:2 > Wlnd.zone. Interior I Edge I Corner Wind Pressure Up(psf)' p(up)` 15.6 -26.3 -41.9 "+ .,�_ . ate _.: .. --�,•,,.a---. ,^.-,m-_ :'.--W,__ ..:.. • , • VVmd Pressu�-..--,re Down'(p$f) p(aowfi) 10:o o:o ; o.o Snow Design Criteria Coefficients Ground'Snovd Load pg` 40 Tatife T.i'M al•Dafa Comp Allowable.AttachmentS0dif! ;(inches)and Tributary Area(sf) Interior Ede Corner , Maxlmum-Allowed Foot Spacing — Landscape �4v! . 48'F 48'. Maximum Allowed Cantilever Landscape Max Standoff Tributary Area_, TribCL its 7 13 sf � —13 sf. � PV Assembly Dead Load WPV 3 psf 3 psF � DLPV _ __ R ;PCL- ~_39 Ibs 39_lbs> 39'Ib_s_ w WLUP 0.6 DLPV __ wTCL -1179 Ibs 318 Ibs �-521 Ibs" T _ Attachment-Uphp_ city T Tall ww 637lbs• 637;:Ibs 637Ibs. _ .. _ _ TCL/Tallow DCRLand -28.1% 50:0%" 81.846 PREMISE OWNER: AH: DESCRIPTION: J DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER J B-0 2 610 2 00 BEN CONTAINED SHALL NOT BE USED FOR THE DERINGER CLIFTON DERINGER RESIDENCE CROLL NOR SHFITALL LL ANYONE EXCEPT IN WHOLE INC., MARKET: MODULES: ' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRI _ 172 NYE RD 8.82 KW PV Array NA SOLAR TSM 245PC05 PA05.18 TT OTHERS R I T G 173055 o arCity PAR 0 TI E S OUTSIDE THE CTIONNTT PROJECT MANAGER: MOUNTING SYSTEM: CEN ITERVILLE, MA 02632 °ORGANIZA710N, EXCEPT IN CONNECTION WITHTHE SALE AND USE OF THE RESPECTIVE Com Mount T e C Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PAGE NAME SHEET: REV: DATE- San Mateo,CA 94402 T PERMISSION OF SOLARCITY INC. PPA FRONIUS # IG PLUS V 7.5 77452.13375 UPLIFT CALCULATIONS PV 4 2/11/2013 (888)-SOL-CITY(765-2489)wwwsolac?ty.com GROUND SPEC MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE — aos:1 BOND N 8 GEC TO TWO N GROUND Inv 1: DC Negatively Grounded — t FRONIus IG PLUS V 7:5 LABEL A TRINA SOLAR TSM-245PC05 8 (,.) # E 125A MAIN SERVICE PANEL 9 Y ( ) INV L W, 240V, 95.5% 22.9W PTC, 40MM, Black Frame ODS AT PANEL WITH IRREVERSIBLE CRIMP SSE 100 2P MAIN CIRCUIT BREAKER Inverter, 7500 PV Module; �45W, 2 l � / E Panel Number.GE INV 2 � � Voc: 37.3 - Meter Number:2244073 Vpmax:30.7 Underground Service Entrance INV,3 *MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN THE DC STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM. MAIN SERVICE PANEL (E) WIRING SOLARGUARD ' Inverter 1 METER CUTLER—HAMMER SHOALS 100A/2P Disconnect 3 FRONIUS _ Combiner Box IG PLUS V 7.5 1 (E) LOADS C 1 D A DC+ L1 2.V DC L2 GFP/GFCI DC+ 11 . . N .. DC- 3 String(s)Of 12 On MP 1 40A/2P —_---——— 'EGC/ —— 1 DC+. c •2 —— -- DC+ ————-— ------ GEC QN L—__ DC----------- ---- -- — DC_ B — —- —— —— 1 ND EGC ---------------=---- ———=— --' _ EGC_ ———————— —� —+.__ N 1 e BRYANT 1 Load Center p EGC/GEC B (E) LOADS GEC— r 4 RELOCATED z 40A/2P A B TO 120/240V SINGLE PHASE N UTILITY SERVICE r,- 1 - _ - - *NOTE: OK.TO RUN RELOCATED LOADS WARES IN SAME CONDUIT AS (N) SUB FEEDERS IF CONDUIT LENGTH IS 24" OR LESS. IF CONDUIT LENGTH EXCEEDS 24% RUN SUB FEEDERS IN SEPARATE CONDUIT FROM RELOCATED LOADS WIRES. WFRL= 'WIRES FOR RELOCATED LOADS POI (I GE#THQL214% PV BACKFEED BREAKER B (1)BRYANT#BR816L125RP n A (1)SHOALS#STG-CBRH-3-o D� Breaker- 40A02P, 2 aces Load Center- 125A, 120 240V, NEMA 3R - /y , Combiner Box- 3 Stringgy��90A,,60OV, NEMA 4 —(t)GE /1Ht7L214 NEW LOADCENTER BREAKER —(2)CUTLER—HAMtvI R BR11 -(3)FERRAZ SHAWkIUTT#ATM15 Breaker 40AJ P, 2 $paces Breaker 15A iP, 1 Space Fuse; 15A, 60OVDC,' Midget, —(2)Ground god; 18 x B, Copper —(2)CUTLER—HAM BR120 D (1)CUTLER—HAMMER #DG222URB Breaker, 20A//1P, 1 Space a Disconnect- 60A, 240Vac Non—Fusible, NEMA 3R° C" SolorGuard Monitoring System —(1)CUTLER—tIA�IMER #DG100N8 Ground eutral Kit; 60-100A, General Duty(DG) O3 1 AWG#8, THWN-2, Block (1 AWG #8, THWN-2, Black Voc =447.6 VDC Isc =25.41 ADC (6)AWG #10; USE-2/RHW-2; Black Voc =447.6 VDC Isc =8.47 ADC IsH(1)AWG #8, THWN-2, Red O `(1)AWG#8, THWN-2, White Vmp =.368.4 VDC Imp=23.94 ADC O (1)AWG #10, Solid Bare Copper EGC Vmp =368.4 VDC Imp=7.98 ADC LL--LL (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.3 AAC TH,WN-2,,Green EGC. . . -(1)Conduit Kit; 3/4'.EMT -.(.1,)AWG.#B..THWN-2, Green, , EGC/GEC.- 1 Condwt Kit;. 3/4',EMT. (1)AWG #6. THWN-2, Black —(4 AWG#10. THWN-2, White (2' W lR) ® (1)AWG #6, THWN-2, Red —(I)Conduit Kit;.1' EMT (1)AWG#6, THWN-2, White Neutral Vmp =240 VAC Imp=40 AAC , -(1)AWG.#10,.THWN-2,.Green . EGC, . . (4)AWG#t0,:THWN-2,.Block. ,(2' WFRL) J B-0 2 610 2 O O PREMISE OWNER AHJ: DESCRIPTION: DESIGN: . • CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER DERINGER, CLIFTON DERINGER RESIDENCE CROLL CONTAINED SHALL NOT BE USED FOR THE � NORBEN FITSHALL LL ANYONE EXCEPT SOLARCITY INC,. MARKET: MODULEs: 172 NYE"RD 8.82 KW PV Array SO'a�lty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN �/ RESI TRINA SOLAR TSM-245PC05 PA05.18 C PART IZ OTHERS OUTSIDE THE RECIPIENT'S PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE, MA 02632 o ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PAGE NAME: SI1EET: REV: pph; T San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. PPA FRONIUS # IG PLUS V 7.5 7745213375 THREE_LINE DIAGRAM PV 5 2/11/2013 c888)-SOL-CITY(7652489)www.olarcity.com Conductor Sizing per Art .8 a deg C am ELECTRICAL CALCULATIONS a. Conductor must have 30 deg. C ampacity >_ 125% of continuous . Current per Aft 215.2(A)(1). Module: 36 TRINA SOLAR#TSM-245PCO5 222.9 Inv Power WPTC Voltage Drop Calculations Version 5_8.0 Inverter 1: 1 Fronius IG Plus-V 7.5-1 240 0.955 7500 7663.3 Vdrop= Im * 2*Len th * Resistance / mp) b. Conductor must have (after corrections for conditions of use) >= Module: Im A Max.Length ft Wire continuous current per Table 310.15(B)(16). Inverter 2: String:- �7.98 30 �AWG_ 0 atMaxAve Hi:80 deg F Module: Vdrop .98 0 0.00 / 337.2096 0.18' Inverter 3: Branch: 3.94 50 atMaxAve Hi:80 deg F c. Evaluate conductor temperature at terminations per 110.14(C). Module: Vdrop= (23.94 100 0.00 ®hms) / 337.2096 0.55 Ampacity of wire derated for conditions of termination must be >= Inverter a: Total voltage dro in DC conductors= 0.73 continuous current*1.25. All string terminations :are rated at 90' C. H1 Inverter: F 23.94 20 AWG_8 at 2aov ------------------------------------------ Total: 36 Modules Total Inv Pwr: 7500 7663.3 PTC 400 / at 2 OV Vdrop 23.94 0.000780hms 0.31122 Combined 0 2. OCP Sizing per Art 690.0)(1) Photovoltaic Module Electrical Specifications: Total STC:j 8820 Vdrop= 0 0 Ohms) / 240 V 0 a. Round up to next size per Art 240.4(B) voc: 37.3 v deg F deg c ------------------------------------------- Vmp: 30.7 V Record Low Temp: '3 -16 Total voltage drop in AC conductors 0.31 3. Conductor Sizing per Art 690.8(B)(1) Isc: 8.47 A Max Average Hi Temp: 80 127 Total voltage drop in AC and DC conductors= F1.04 a. Conductor must have 30 deg. C. ampacity >= 125% of continuous imp: 7.98 A Record Hi-.Temp:187 131 current per Art 215.2(A)(1). Tvoc: -0.11532 v/deg C Tisc:F 4,185 mA/deg C IF b. Conductor must have (after corrections for conditions of use) >= String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf Tvoc data Branch Circuit Type A 12 modules per series string continuous Current per Table 310.15(B)(16). TYPE_A_INV Voc Correction Factor: 3 strings per branch-, 1 way wire length: . 50 12 TRINA SOLAR#TSM 245PC05 Inverter Min Vdc Input: 230 c. Evaluate conductor temperature<at terminations per Art 110.14(C). Voc= 447.6 Min Vmp at Max Temp: 337.21 � Voc= 447.6 u Max Voc at Min Temp: 504.34 Ampacity of wire derated for conditions of,termination must be >= Vmp= 368.4 Vmp= 368.4 V * ' Isc= 8.47 a _ Inverter Max Vdc Input: 600 Isc= 25.41 A continuous current 1.25. All branch termination's are rated at 75' C Max String Size: 14 Imp= 7.98 Imp= 23.94 A •min: ,, length: wire leng 30 - _ Icont= 10.59 Art690.8(A)(1j 1-way lcont=1 31.76 A Art690.8(A)(1) 4. OCP Sizing 1.a Try I AWG_10- USE-2/RHW-2 at 90 deg C:Table 310.16 3.a Try AWG_8 THWN-2/USE-2 at 90 deg C:Table 3.10.16 * a. Round up to next size per Art 240.4(B) Icont 1.25=(Amps) 39.7 lcont*1.25=(Amps) 13.23 lc deg C ampacity- 55 ------------------------------=----------- - 30 deg C ampacity= 40 3.b Icont=(Amps) 31.76 5. Conductor Sizing per Art 690.8(B)(1) 1.b Icont=(Amps) 10.59 Start ampacity 55 a. Conductor must have 30 deg. C ampacity >= 125% of continuous Start ampacity 40 Temperature derate(%=F) 0.82 current per Art 215.2(A)(1). Temperature derate(%=F) 0.71 Conduit fill derate 1 Conduit fill derate(%_#) 1 Derated ampacity 45.1 b. Conductor must have (after corrections for conditions Of Use) >_ . Derated ampacity 28.4 3.c. Term 1 Term 2 continuous Current per Table 310.15(B)(16). 1 ° Temp table 75degC 75degC Icont*1.25=(Amps) 13.23 Icont*1.25=(Amps) 39.7 39.7 Ampacity 40 Ampacity 50 50 c. Evaluate conductor temperature at terminations per Art..-110.14(C)., Ampacity of wire derated for conditions of termination must- be >= 2 lcont*1.25=(Amps) 13.23 3.d OCP size= 40 continuous current*1.25. All inverter output terminations are rated at OCP size= 15 Combined Inverter output 75' C. Inverter Type A Output Service Voltage= -------------------------------------------- Fronius IG Plus-V 7.5-1(240) 1 way wire length: 10 ft Total Inverter Power-- 1 way wire n = 0 0 I we y )( ) Icont=#of inverters*max inverter current Art 690.8(A)(1) 6. OCP Sizing Icont= 31.3 1 A Art 690.8(A)(1) Icont=(Amps) a. Round Up to next size per Art 240.4(B) 4 Icont*1.25=(Amps) 39.12 Art 690.8(B)(1) 6 Icont*1.25=(Amps) Art 690.8(B)(1) OCP Size= 40 Art 240.6 A OCP size= Art 240.6(A) 7. Conductor Sizing per Art 690.8(B)(1) 5.a Try I AWG_8 THWN-2 at 90 deg C:Table 310.16 7.a Try THWN-2 at 90 deg C:Table 310.16 a. Conductor must have 30 deg. C ampacity >= 125% Of•ContIFlUOUS lcont*1.25=(Amps) 39.12 Icont*1.25=(Amps)A2t 215 )O Ar t 30 deg Campacity= 55 30 deg C ampacity= . per r . 1 . p ( 5.b Icont=(Amps) 31.3 7.b lcont= (Amps) Start ampacity -55' Start ampacity b. Conductor must have (after corrections for conditions of use) >= Temperature derate(%=F) 0.91. Temperature derate(%=F) continuous current per Table 310.15(B)(16). Y Conduit fill derate.(%=#) 1 Conduit fill derate(%=#) Derated ampacity 50:05 Derated ampacity c. Evaluate Conductor temperature at terminations per Art 110.14(C). 5.c Icont*1.25=(Amps) 39.12 7.c Icont*1.25=(Amps) Ampacity 50 Am Ampacity of wire derated for conditions of termination must be >_ Am p y Ampacity - p y continuous current*1.25. All inverter output terminations are rated at 75' C min. J B-0 2 610 2 O O PREMISE OWNER- Aft DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMB � CONTAINED SHALL NOT E USED FOR THE DERINGER CLIFTON DERINGER RESIDENCE CROLL _ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: � ' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRINA SOLAR TSM-245PC05 PA05.18 `172 NYE RD 8.82 KW PV Arra ��� SfflarCity.A,ICY�PART IZ OTHERS OUTSIDE THE RECIPIENTS PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE, IVIA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C 3055 Ciearview Way SOLARCIIY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: San Mateo,CA 94402 PAGE NAME: SHEEN REV ppTE; PERMISSION OF SOLARCITY INC. PPA FRONIUS # IG PLUS V 7.5 7745213375 ELECTRICAL CALCULATIONS PV 6 2/11/2013 (888)SOL-CITY(7652489)wwwsolar0c?ty.com 0 0 0 o o Label Location: Label Location: (DC), (INV) (AC), (LC) A ' � ' • 1 Per Code: o Per Code: ���� x CEC 690.53, NEC 690.53 CEC 690.17, NEC 690.14 (4) Label Location: Label Location: - v D 1 . • • - (INV), (AC), (LC),.(M) . D l D 0 (DC), (INV). • Ioao o 1 . Label Location: m. • ��o. •. Label Location: Label Location: •��• • • (POI) .. w @929M MOM (POI) • • • •• e M�' • MtilII o l •1 Label Location:. o. .. a e► o] ,�• o (AC), (D), (LC): o• .� � o � � o � � 1 Per Code: .,. CEC 690.8.A.3 & CEC 690.54, NEC 690.14 (c)(2) SEMI Label Location: " . (AC): AC Disconnect , Label Location: (C): Conduit _ (C) (CB): Combiner Box (D): Distribution Panel <, (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center n (M): Utility Meter :3b pw% (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR • THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ��••�I 3055 Cleaview Way IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Labels T:(650)638-1028 F:(650)638-1029 San Mateo,CA 94402 ••� �OI��I� (888)-SOL-CITY(765-2489)wwwsolarcity.com EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE � ' SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o 1� co „ ^•dr. �. - < INPUT DATA - Fronius 10 Plus Y I 3.0-1,,, I 3.8-1 u., 5.0-1 ual I 6.0-1 uNl I 7.5-1 uNl I 10.0-1 uw I 11.4-1 uer I 11.4-3112.0-3 I ,Recommended PV-pow.,(Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 1 9700-13100 1 9700-13100 10200-13800INC } . y MPPT-Voltage Range 230...500 V { £, DC Startup Voltage 245 V t .0, 'w.+.+''' ,;. '` Max.Input Voltage(at 1000w/.2 14°F(-10°C)in open circuit operation) - 600 V - r, .. 'W F'N,; k„ .' � #°.. �, -�, - ,,g �s, 1 'NominallnputCurrent 8.3A - 10.5A 13.BA 16.6A 20.7A' 27.6A 31.4A 31.4A 33.1 A �•.. W � -,, '••,�,�.,,„�,y : } 'Max.usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 1 35.1 A. 46.7 A 53.3 A 53.3 A • 56.1 A i w• '• ° Admissible conductor size DC No.14-6 AWG i • rl •:, " s -.� r meµ. �. I Number of DC Input Terminals 6 7 'Max.Current per DC Input Terminal 20 A;Bus bar available for higher input currents I OUTPUT DATA Fronius IQ Plus V 3.0-1 u., 3.8-1 uNI 5.0-1 uNl 6.0-1 u.. 7.5-1 uN. 10.0-1 u., - 11:4-1 DN 11.4-3._ 12.0-3 WYE277 Nominal output power(Pgcj 3000 W 3800 W 5000 W 6000 W 7500 W 10000 W 11400 W 11400 W 12000 W Max.continuous output power ' I 104°F(40°C)208 V/240 V/277 V 3000 W 3800 W 5000 W 6000 W 7500 W 10000 W 11400 W. 11400 W 12000 W - 1 I Nominal AC output voltage 208 V/240 V/277 V x 208 V/240 V 277 V J r Operating AC voltage range 208 V _ 183-229 V(-12/+10 ,>•^' -J _.° (default) 240 V 211-264 V(-12/+10 • - 1 277 V 244-305 V(-12/+10%) m •r a Max.continuous 208 V- 14.4 A 18.3 A 24.0 A 28.8 A . 36.1 A 48.1 A' 54.8 A 31.6 A`_ n.a. '"• �.. k+ "• '^•�,. r output current t 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A• n.a. ` - l '-f ;� ��4- ,.1• � } 1. } ,_ t � ��� 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a. 14.4 A` ;'' t :f: ) '&,',�'r"�,. ``- - - • 1 Admissible conductor size(AC) No.14-4 AWG l �r}j+ 7Wst• I "-"" t`{, ` y;l •�l t I x. r. •-Max.continuous utility back feed current 0 A - - _s� _ - 5 Nominal output frequency 60 Hz -' •`" . ,°-`„*-�. - 3 fOperating frequency range - - 59.3-60.5 Hz Total harmonic distortion <3% " m p, Power factor 1 GENERAL D Fronius IG Plus Y I 3.0-1 uNl 3.8-1 uNl 5.0-1 uN, 6.0-1 uw 7.5-1 uw 10.0-1 uNl 11.4-1 uN I 11.4-3 Da 112.0-3 vrrEn k �» _ ��e•4. '. .r ,..=,...�,r.;F.,A.,,,a -";ar....«.- I. _ .Max.EfficiencyAT 98.2% A _. ;CEC Efficiency 208 V 95.0% -95.0% 95.5% - 95.5% 95.0 g'o 95.0% -95.6% 95.0% n.a. uS `{ 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 95.5%. 96.0'Yo n.a. l - - 277 V 96.0% 96.0% 96.0% 96.0% 96.0% 96.0.% 96.0%' ' -n.a. 96.0% - .Consumption in standby(night) - <1.5 W ,Consumption during operation 8 W 14 W -20 W �Cooling - Controlled forced ventilation,variable fan speed Fronius a� IuePV Inve3fter ;Enlosure Type NEMA 3R 1 - IUnit Dimensions(W x H x D) 17.1 x 26.5 x 9.9 in. 17.1 x 38.1 x 9.9 in. 171 is 49.7 x 9.9 in. The first complete solution.IIOI-1. Reliable. Proven. Smart, )Power Stack Weight 31 lbs.(14 kg) 57 lbs.{26 kg) 82 lbs.(37 kg) f - _ _ 3 Wiring Compartment Weight 24 lbs.(11 kg). 26 lbs..(12 kg), - - 261bs.(12'kg) - ° `Admissible ambient operating temperature - -4..:122°F(-20...+55°C) An outstanding addition to the family:The next ,Y generation Fronius IG Plus inverter builds on ale enhancements, Compliance _ UL 1741-2010,IEEE 1547-2003,IEEE 1547.1,ANSI/IEEE C62.41,FCC Part 15 A&B,NEC Article 690,C22.2 No.107.1-01(Sept.2001) e �. t successful model with multi i P , }� t• _ f PROTECTION including maximum power harvest,a built-in six a t DEVICES Fronius to Plus v 3.0-1 . . . . 1 . 11:4-1 114-3. IIN 38-1 50-1 NI I N 60-1 75- I N 100-1 NI NI I DW [12.0-3-F277 a t. circuit strip combiner,integrated, Ground faultprotection b e rated lock D g g able C Internal GFDI(Ground Fault Detector/Interrupter);in accordance with UL 1741 2010 and NEC Art.690 1 t I Disconnect,significantly improved efficiency,and °- -'"`=!+_-+- _ ,. s ADC reverse polarity protection '� - _ Internal diode unbeatable reliability. New,larger power stages ` ' l l Islanding protection Internal;in accordance with UL 1741-2010,IEEE 1547-2003 and NEC expand the proven Fronius IG family from 2 to y l over temperature Output power derating/active cooling 12 kW in a single inverter. , , r per Phase I I { O O I f Fronius USA LLC Solar Electronic Division I 10421 Citation Drive,Suite 1100,Brighton,Michigan,48116 POWERING YOUR FUTURE f E-Mail:pv-us@fronius.com 1 www.fronius-usa.com ) mono multi solutions LL Trinamount II FOR PITCHED ROOF TSM-PC05/ PA05.18 mono: multi solutions e ITSM-225 TSM-230 "TSM-235 TSM-240 TSM-245 ELECTRICAL DATA SIC. PC/PA05.18 PC/PAOSA8 PC/PA05,18 jPC/PA05.18_ PC/PA05.18 DIMENSIONS OF PV MODULE TSM-PC05/PA05.18 1 j+ ft I+` Peak Power Wafts-Prux(Wp) ( 225•, 1230 235 240� .' 1245 . - - .Power Oufpuf Tolerance-Baru(%) 0/+3 O/+3 j 0/+3 j 0/+3 0/+3 k ���IJ L1� mount �� 10 YEAR A. t Maxlmum,Poower Voltage-Vrwr IV) T 29.4 y 29.8 }30y1 m..._....L 30.4 +_ 307 T Y� PRODUCT WARRANTY FOR MODULE uc iMaximumPowerCuffent-I.PP(A) 7.66 772 781 7.89 7.98 byTrinasolar / AND MOUNTING SYSTEM Open Circuit Voltage-VocM 36.9 37.0 _ 37.1 s7.z 37.3 FOR PITCHED ROOF 5hart Circuit Current-Isc(A) 8.20 8.26 8.31 Y 1t'g.37 8.47 - - _ Module Efficiency q"•(%1 1 13.7 14.1 14.4 l 14.7 15.0 FASTER TO INSTALL AL UA Values of Standard Test Conditions.STC(Air Mass AMI.S,lnodiance l000W/m-,Cell Temperature 250C).cl ��/p�/� ELECTRICAL DATA @ NOCT TSM-225 TSM-230 ITSM-235 TSM-240 TSM-245 ULTRA LOW V 1IPC/PA05.18 PC/PA05.18kPC/PA05.181PC/PA05.18.`PC/PAOS.18 RESISTANCE �/►� � � Moximum Power(W) ! 164 4 168 t 172 1175 �.178 - M L.i�aa 6 ® .�,Maximum Power Voltage IV) T 26.9 27.1 274 27.7 )27.8 GROUND BOND NNECTION t - c Ofl°� E Open Circuit Voltage IV)Y _ - 33 8 _ 33.9'~M1 34:0 -• tom-34.1- _ j 1 6.41 ' 0 BETTER THAN UOL MINIMUM CRITERIA Maxmum Power Current(A) b 12 b 20 )6.2 7 34 z • Short Circuit Current(A) F6.62 6.68 6.70 6.75 16.83 NOCT:Irradiance at 80OW/m',Ambient Temperature'20°C.Wind Speed 1M/s. e Back View jj MECHANICAL DATA Solar cells Multicrysfalline 156 x 156mm(6 inches) Cell orientation 60 cells(b 10) ` T Module dimension 1650 x 992 40mm(64 95 x 39.05 x 1.57 inches) • - - _ _ _ Weight r 20.3kg(44.8 lb) - _ - - Glass �Hygh transparency solar glass 3.2mm(0 13 inches) r Frame Anodized aluminium alloy a•. - - - .- - '' - i J-Box {IP 65 rated _ - A-A )Cables/Connector _ Photovoltaic Technology cable 4.Omm'(0.006 inches'), ~� f e . 1100mm(43.3 inches).MC4/H4 I-V CURVES OF PV MODULE TSM-230PC05/PA05.18 "��b' �` ^-^- -•- - ^--- .. 9� TEMPERATURE RATINGS 01 6� Nominal Operating Cell 46-C(i2-C) • - a 600W/m' Temperature(NOCT), I -.. -,_ ,_ _ .�mperature Coefficient of P- -0 439/°C - - y 3� _ Temperature Coefficient of Voc t I--0.32%/-C 200W%m� n • " - 29° ------ _------__ ._.. Temperature Coefficient of Isc 1 0.047 SUITABLE FOR _ COMBINING PV MODULE EXPERTISE WITH A HIGHLY D� -- - -- ---- -- 090 109° 2090 30T 4000 INNOVATIVE MOUNTING SYSTEM SOLUTION. MAXIMUM RATINGS �. voltage(V) . _ I COMPOSITION SHINGLE o}tonal Temperature S-40-+g5°c Trine Solar i l.:So a s introducing Trinamount-the fastest,easiest and least Maximum System Voltage IOOOV DC(IEC)/600V m -" expensive way to mount PV modules onto residential and commercial ,' rooftops.With a series of drop-in and quarter-turn connections on a Max Series wSeRasng 15A TRAPEZOIDAL METAL specialized module frame,this mounting solution installs up to 5 times CERTIFICATION - - - �- --- faster than conventional mounting systems.Trinamount connects - A �, a directly to the module frame,eliminating the need for long rails. C'E ®1 PV CYCLE i I%®uB WARRANTY � %� fBTED STANDING SEAM ROOF By drastically reducing the number of parts,cost of materials and ID year workmanship warranty \ o installation time,Trinamount offers the optimal solution for residential ( � _- _ Z -- ncommercial - - c us i 25 year linear performance warranty-and comm r i I in e c a installations. )Please refer to product warranty for details) ti ° QOOMP4liB - - ulrunasolar `� ° AO� 4�o��,solar CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. The power behind the panel eaMPPty� The power behind the panel - 0 2011 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to change without notice. b Slee o - f SolarCity SleekMountT"" ;Comp SolarCity kNi unt''"" p The SolarCity SleekMount hardware solution • Utilizes Zep hardware and Zep compatible ,;. — - Installation Instructions �.. is optimized to achieve superior strength and modules. • aesthetics while minimizing roof disruption iO Drill Pilot Hole of Proper Diameter for and labor.The elimination of visible rail ends •Interlock ETL listed to UL 1703 as ground bond means x. Fastener Size Per NDS Section 1.1.3.2 and mounting clamps, combined with the addition of arraytrim and a lower profile all Seal pilot hole with roofing sealant w _ P Ground Zep UL and ETL listed to UL 467 as ,,. a'�� contribute to a more visually appealing grounding and bonding device `, ^ ' ©3 Insert Comp Mou riff lash ing under upper system. SleekMount utilizes modules with layer of shingle strengthened frames that attach directly to • Full system listed to UL 2703 for grounding Zep standoffs, effectively eliminating the Galvanized aluminum waterproof flashing ,:' �- Pace Comp Mount n 4© I nt centered • , ( upon flashing need for rail and reducing the number of standoffs required. In addition, composition •Anodized components for corrosion resistance O5 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. +Applicable for vent spanning functions © Secure Leveling Foot to the Comp Mount using machine Screw Q7 Place module ` O Components Y (31 5/16"Machine Screw Zep Leveling Foot Lag Screw Zep Comp Mount _ Zep Comp Mount Flashing L44=:. a ® J ® January 2013 January 2013 ABBREVIATIONS ELECTRICAL NOTES INDEX LICENSE JURISDICTION NOTES 1. WHERE ALL TERMINALS OF THE DISCONNECTING PVi COVERSHEET — ALL .WORK SHALL COMPLY WITH A AMPERE MEANS MAY BE ENERGIZED`IN THE OPEN PV2 SITE PLAN THE MASSACHUSETTS STATE BUILDING OF THE H AC ALTERNATING CURRENT POSITION,AZARDS PER ART. 690.17.A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS r BLDG BUILDING PV4 THREE LINE DIAGRAM CODE. CONC CONCRETE PV5 ELECTRICAL CALCULATIONS — ALL ELECTRICAL. WORK SHALL C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE • MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED Cutsheets Attached COMPLY WITH THE 2011, NEC. D DISTRIBUTION PANEL BY PHASE AND SYSTEM PER ART. 210.5. DC DIRECT CURRENT 3. A NATIONALLY-RECOGNIZED TESTING EGC EQUIPMENT GROUNDING CONDUCTOR LABORATORY. SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING E COMPLIANCE WITH ART.. 110.3. EM 4. CIRCUITS OVER 250V TO GROUND SHALL G SOLAR GUARD METER COMPLY WITH ART. 250.97, 250.92(8) CUTSHEETS ATTACHED _ GALV GALVANIZED DC CONDUCTORS EITHER DO NOT ENTER 5. GEC GROUNDING ELECTRODE CONDUCTOR BUILDING OR .ARE RUN IN METALLIC RACEWAYS ' GND GROUND OR ENCLOSURES TO THE FIRST ACCESSIBLE DC GENERAL NOTES HDG HOT DIPPED GALVANIZED • ' I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). 1 THIS SYSTEM IS GRID-INTERTIED VIA A Imp CURRENT AT MAX POWER 6. ALL .WIRES SHALL BE PROVIDED WITH STRAIN UL—LISTED POWER—CONDITIONING INVERTER. " INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS 2 THIS SYSTEM HAS NO BATTERIES, NO UPS. _ Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 3, ALL INVERTERS AND ARRAYS ARE NEGATIVELY. kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE GROUNDED. kW KILOWATT UL—LISTED LOCATION PROVIDED BY THE 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE MIN MINIMUM HARDWARE. 2011 NATIONAL ELECTRIC CODE.. MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 6. WORK TO BE DONE TO THE 8TH EDITION OF MA ' (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING STATE BUILDING CODE. . NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE NITS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED OC ON CENTER RAIL. p PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS_ PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY MAP S SUBPANEL SHALL BE SIZED ACCORDING TO ART. - SCH SCHEDULE 250.166(B) & 690.47. ,a nd fp t., n r f 5 5S STAINLESS STEEL F it tt SSD SEE STRUCTURAL DRAWINGS tv 'f a far, rr `a Q% SarrnRc ,J u i)T F{9 STC STANDARD TESTING CONDITIONS "�~' °; 3 y 1'' °a SWH SOLAR WATER HEATER F .. � p° x � c �.J s. FDA El E ci TYP TYPICAL UON UNLESS OTHERWISE NOTED y UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Ql> VOLTAGE AT MAX POWER Vmp �l, ag4Y4.. sI� any Voc VOLTAGE AT OPEN CIRCUIT �. R, •` ngo- 8 "^Y= W WATT - . 3R NEMA 3R, RAINTIGHT s �� F �' mrbonMyga t+ r All M,. ca^`°� � 14 � ty�' �„ ,R y� a�oeu,1� �`��a`'�' ,•,�9 e*�`R°t ''a �'sa, , REV BY DATE COMMENTS R �FICI Fo almu+tA Ro 5. F' r,�s rw+9-m a y s 'om-uM Rd r. al 1} 'u F." jh Rd �' t� -v 1a. .F61mwMRd' MfiO . 'Felma .y,t S ¢ � � y�� �,; ` r"x,..•..-p ;�+,'�( �\Nexrm 1 qa. 1 ).w,. �Aa PREMISE OWNER: AHJ: DESCRIPTION: DESIGN: .I CONTAINEDCONFIDENTIAL THE SHALL NOT BE MATION HERFJN USEDFOR THE NUNBR JB-026102 00 DERINGER CLIFTON DERINGER RESIDENCE CROLL �. A-,�SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: NOR SHALL IT BE UTSDE THE WHOLE OR IN RESI TRINA SOLAR TSM-245PC05 PA05.18 172 NYE RD 8.82 KW PV Array o PART TO OTHERS CUTTDE THE RECIPIENT'S PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH � 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C San Mateo,CA 94402 PAGE NAME: SHEET: REV: DALE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Z - T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. PAYMENT TYPE' INVERTER: 7745213Z75 PV 1 3/22/2013 (888)-SOL-CM(765-2489)www.solarcity.com PPA FRONIUS # IG PLUS V 7.5 COVER SHEET PITCH: 26 ARRAY PITCH:26 MPl AZIMUTH:251 ARRAY AZIMUTH:251 25'to PL MATERIAL:Comp Shingle STORY: 2 Stories M AC Doo ' D \' ' '�Inv�' LC 25'to PL Gara a here, basement ends MP1 LEGEND B , EF— PV3 � (E) UTILITY METER & WARNING LABEL 25'to PL INVERTER W/ INTEGRATED DC DISCO WARNING LABELS A i © DC DISCONNECT & WARNING LABELS PV3 25'to PIL I. © AC DISCONNECT & WARNING LABELS I - I 01 JUNCTION BOX 00 OG DC COMBINER BOX & WARNING OF Y00 IN Front Of House `� ' a DISTRIBUTION PANEL & WARNING K ' VI y i' i Lc LOAD CENTER & WARNING LABELS No.4 DEDICATED PV SYSTEM METER T � � CONDUIT RUN ON EXTERIOR CONDUIT. RUN ON INTERIOR Digita signed by Yoo Jin Kim i 172 Nye Rd I GATE/FENCE I I , INTERIOR EQUIPMENT Date:2013.03.22 10:58:40-07'00' I SITE PLAN Scale: 1/8" = 1' _ 01' 8' 16' 3 PREMISE OWNER mi. DESCRIPTION: DESIGN: ���r�I ✓ CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J-B-0 2 610 2 00 CROLL �- CONTAINED SHALL NOT BE USED FOR THE DERINGER, CLIFTON DERINGER RESIDENCE �����'SolarClty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRINA SOLAR # TSM-245PC05 PA05.18 172 NYE RD 8.82 KW PV Array PART TO OTHERS OUTSIDEIN ON RECIPIEECTIONNAT PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WnH � 3055 earview Way THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: San Mateo,cn 94402 PERMISSION OF SOLARCITY INC. PAYMENT TYPE' INVERTER: 774521 3375 PV 2 / / )-SOL-)63(6S-2 89)w)63&102ry PPA FRONIUS # IG PLUS V 7.5 SITE PLAN 3 22 2013 sas SOL{ITY 765-2489)www.wlarci Qom (E) 2x8 RAFTER 16" O.C. (E) 2x8 4'-0" RIDGE BOARD (Staggered Penetrations) (E) 2x4 S1 13'-2" (E) 2x6 CEILING 1'-4" (E) 2x8 RAFTERS JOIST ® 16" O.C. '@ .16" SPACING 1'— (E) LBW RAFTER: 2x8 SUPPORT: 2x8, 2x6, 2x4 FRONT VIEW OF MP1 MAX SPAN: 13—2 SCALE: 1/2" = 1' A SIDE VIEW OF MP1 SCALE: 1/4" = 1' " PV MODULE r " BOLT WITH LOCK & _ INSTALLATION ORDER OF FENDER WASHERS �N LOCATE RAFTER, MARK .HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT V00 JIN ZEP ARRAY SKIRT (6) HOLE. �( SEAL PILOT HOLE WITH (4) � (2) POLYURETHANE SEALANT. ZEP COMP MOUNT C 'O ZEP FLASHING C (3) (3) INSERT FLASHING. ORAL (E) COMP. SHINGLE (4) PLACE MOUNT. (1) Digit Ily signed by Yoo Jin Kim (E) ROOF DECKING (2) INSTALL LAG BOLT WITH Date:2013.03.2210:58:27-07'00' 5 J(5 SEA SEALING WASHER. LAG BOLT WITH O SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES. INSTALL LEVELING FOOT WITH (21" MIN EMBED (6) BOLT & WASHERS. (E) RAFTS 1 STANDOFF • � Scale: 1 1/2" = 1' PREMISE OWNER: AH,k DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 610 2 00 CROLL �• CONTAINED SHALL NOT BE USED FOR THE DERINGER, CLIFTON DERINGER RESIDENCE •.,,,-s BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: NOR MALL IT BE DISCLOSED IN WHOLE OR IN REST TRINA SOLAR # TSM-245PC05 PA05.18 172 NYE RD 8.82 KW PV _Array warCity. PART TO OTHERS OUTSIDE THE RECIPIENTS r�Ro�EcruANA( R: MauNnNc.sYSTEM: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 aearview Way THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C. San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET. R� DATE T:(650)638-1028 F:(650)638-1029 PERMISSON OF SOLARCITY INC. PAYMENT INVERTER: 77452133.75 STRUCTURAL VIEWS PV 3 3/22/2013 (888)-SOL{1Ty(765-2489)wwwsolardty.com PPA FRONIUS # IG PLUS V 7.5 i Y GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE 5.18 BOND (N) #8 GEC TO TWO (N) GROUND E 125A MAIN SERVICE PANEL Inv 1: DC Negatively Grounded INV 1 —(1)FRONIUS IG Plus v zs LABEL• A — TRINA 50. WM-245PCWC, 4 MM, RODS AT PANEL WITH IRREVERSIBLE CRIMP �E3 125A2M MAIN CIRCUIT BREAKER Inverter, 50OW, 24OV, 95.59; PV Module; 45W, 222.9W P C, 40MM, Black Frame Voc: Panel Number:GE INV 2 x:30.7 Meter Number:2244073 *MODULE Underground Service Entrance INV 3 'MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN THE DC STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM. MAIN SERVICE PANEL SOLARGUARD Inverter 1 (E) WIRING METER CUTLER—HAMMER SHOALS 100A/2P Disconnect 3 IG PLUSIVS7.5 Combiner Box I- (E) LOADS WC I D A DClj� - (E) . . ♦-- -- I L2 3 String(s)Of 12 On MP 1 GFP/GFCI40A/2P EGC/ I DC+— ---- GND ---------- GEC —_BGND EGC ------------ -- --♦-- -----------------� _ I - BRYANT - " I Load Center --J p EGG/GEC B (E) LOADS • _ - GEC_T♦ 4 RELOCATED Z 40A/2P I . B TO 120/24OV SINGLE PHASE UTILITY SERVICE I I I I - I I I I I I I I . I I *NOTE: OK TO RUN RELOCATED LOADS WIRES IN SAME CONDUIT AS(N)SUB FEEDERS IF CONDUIT LENGTH IS 24 OR LESS. IF CONDUIT LENGTH EXCEEDS 24',RUN SUB FEEDERS IN SEPARATE CONDUIT FROM RELOCATED LOADS WIRES. WFRL= 'WIRES FOR RELOCATED LOADS' O1 (1)GE $THQL2140 PV BACKFEED BREAKER B (1)BRYANT$BR816L125RP /r\ A (I)SHOALS $STG-CBRH-3=a DC Breaker 40A 2P, 2 Spaces Load Center 125A, 120/240V, NEMA 3R /'-, Combiner Box 3 String 90A, 600V, NEMA 4 —(1)GE $THQL2i� NEW LOADCENTER BREAKER —(2)CUTLER-HAM $BR115 —(3)FERRAZ SFIAWA(UTT#ATM15 Breaker 40A// 2 spaces Breaker IM 1P, 1 Space Fuse; 15A, 600VDC, Midget —(2)Ground f)od; 5/8 x 8, Copper —(2)CUTUE H M ER 11BSpaceBrea " D (1)CUTTER-HAMMER $DG222URB SolarGuard System Disconnect- 60A, 24OVac Non-Fusible, NEMA 3R C Monitoring —0)CUTLER-HAWER.@ DG100NB Ground/Neutral Kit; 60-100A, General Duty(OG) I AWG $8, THWN-2, Black 1)AWG$8, THWN-2, Black Voc =447.6 VDC Isc =25.41 ADC (6)AWG $10, USE-2/RHW-2, Black Voc =447.6 VDC Isc =8.47 ADC t)AWG $8, THWN-2, Red O (1)AWG$8, THWN-2, White Vmp =368.4 VDC Imp=23.94 ADC O 1)AWG $10, Solid Bare Copper EGC Vmp =368.4 VDC Imp=7.98 ADC LLLLJJJJ�--- w (1)AWG$10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.3 AAC . . .... . . (1)AWG•$10,.1HWN-2,.Green.. EGC. _. . . (1)Conduit Kit;. 3/4".EMT . . . , . • . , . . . . . ._ . , . THWN-2, Green. , EGC/GEC•-(1 Conduit Kit;. 3/4*,EMT. . (1)AWG$B, THWN-2, Black —(4)AWG#10, THWN-2, White (A)L_L (1)AWG $6, THWN-2,Red —(t)Conduit Kit; V EMT (1)AWG $6, THWN-2, White Neutral Vmp =240VAC Imp=40 AAC -(1)AW9,$10,.1NWN72,,Green, , EGC. , , (4)AWG j10,_THWN-2,,Black. ;(2' WFRL) PREMISE OWNER: AHJ: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 610 2 00 CROLL CONTAINEDFIT O SHALL NOTE USED FOR THE DERINGER, CLIFTON DERINGER RESIDENCE SOIar�Ity. BENEFIT OF ANYONE EXCEPT SOLARaTY INC., MARKET: MODULES:- �I� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN REST TRINA SOLAR TSM-245PC05 PA05.18 172 NYE RD 8.82 KW PV Array o PART IZ OTHERS CEOUTSIDE IN THE RECIPIENTS PROJECT MANAGER: MOUNTING SYSTEM: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE COn1 Mount Type C eo,CA 0 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: PATE; San Mateo,ca 50)6 PERMISSION OF soLARaTY INc: PAYMENT TYPE: INVERTER: 7745213375 THREE LINE DIAGRAM T:(65o)638-1o28 F:(www.8-1029 PPA FRONIUS # IG PLUS V 7.5 PV 4 3/22/2013 (888)-SQL-CITY(765-2489)wwwsolarcity.com 1. Conductor Sizing per Art 690.8(B)(1) ELECTRICAL CALCULATIONS a. Conductor must have 30 deg. C ampacity >= 125% of continuous Current per Art 215.2(A)(1). Module: 36 TRINA SOLAR#TSM-245PCO5 222.9 Inv Power WPTC Voltage Drop Calculations Version 5_8.0 Inverter 1: 1 Fronius IG Plus-V 7.5-1 240 0.955 7500 7663.3 Vdrop= (imp) 2*Length) Resistance / Vmp) b. Conductor must have (after corrections for conditions Of use) 1= Module: ImpA Max.Length ft Wire COntInUOUS current per Table 310.15(B)(16). Inverter 2: String: 7.98 30 AWG_10 at Max Ave Hi:80 deg F Module: Vdrop= 7.98 60 0.001240hms / 337.2096 0.18 Branch: 23.94 50 AWG_8 at Max Ave Hi:80 deg F Inverter 3: Vdrop= (23.94 100 0.000770h , , / .337.2096 0.55 c. Evaluate conductor temperature at terminations per 110.14(C). Module: Ampacity of wire derated for conditions of termination must be >= Total voltage drop in DC conductors= 0.73 Inverter 4: Inverter: 23.94 20 1AWG_8 at 240V continuous current*1.25. All string terminations are rated at 90' C. Vdrop= (23.94 *40 0.000780hms) 240 V 0.31122 ------------------------------------------ Total: 36 Modules Total Inv Pwr: 7500 7663.3 PTC Combined 0 0 at 240V 2 OCP Sizing per Art 690.8(B)(1) Photovoltaic Module Electrical Specifications: Total STC:.8820 Vdrop= 0 0 Ohms) / 240 V 0 a. Round up to next size per Art 240.4(B) Voc: 37.3 V deg F deg C - ----------------------------------------- Vmp: 30.7 V Record Low Temp: 3 -16 Total voltage drop in AC conductors= 0.31 3 Conductor-Sizing per Art 690.8(B)(1) Isc: 8.47 A Max Average Hi Temp:1 80 27 Total voltage drop in AC and DC conductors F1.04 a. Conductor must have 30 deg. C ampacity >= 125% of continuous Imp: 7.98 A Record Hi Temp:187 131 .current per Art 215.2(A)(1). Tvoc: -0.11532 V/deg C . Tisc:l 4.185 A/deg C b. Conductor must have (after corrections for conditions of use) >_ String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf Tvoc data Branch Circuit Type A 12 modules per series string Voc Correction Factor: Continuous Current per Table 310.15(B)(16.). TYPE_A_INV Inverter Min Vdc Input: 230 3 strings per branch 1 way wire length: 50 12 TRINA SOLAR#TSM 245PC05 Voc= 447.6 Min Vmp at Max Temp: 337.21 Voc= 447.6 V c. Evaluate conductor temperature at terminations per Art 110.14(C). Max Voc at Min Temp: 504.34 Vmp= 368.4 V Ampacity acit of wire derated for conditions of termination must be > Vmp= 368.4 Inverter Max Vdc Input: 600 Isc= 8.47 tsc= 25.41 A continuous current*1.25. All branch terminations are rated at 75' C Max String Size: 14 Imp= 23.94 A 10.5 Icont= 0.59 Art 690.8(A)(1) min: Imp= 1-way wire length: 30 Icont= 31.76 A 'Art 690.8(A)(1) /' - ---------------------------------=----- --- > 1.a Try AWG_SO USE72/RHW-2 at 90.de6 C:Table 310:16 3.a Try AWG_8 THWN-2/USE-2 at 90 deg C:Table 310.16. 4. OCP Sizing Icont*1.25=(Amps) 39.7 a. Round up to next Size per Art 240.4(B) Icont*1.25=(Amps) 13.23 30 deg C ampacity= 55 ---- -------------------------------------- 30 deg C ampacity= 40 =( 3.b Icont-(Amps) 31.76 5 Conductor Sizing per Art 690.8(B)(1) 1.b Icont=(Amps) 10.59 Start ampacity 55 a. Conductor must have 30 deg. C ampacity >-- 125% of continuous Start ampacity 40 Temperature aerate(%=F) 0.82 current per Art 215.2(A)(1). Temperature derate(%=F) 0.71 Conduit fill derate(%=#) 1 Conduit fill derate(%_#) 1 Derated ampacity 45.1 b. Conductor must have (after corrections for conditions of use) >= Derated ampacity 28.4 3.c Term 1 -Term 2 1.c Temp table 75degC 75degC continuous,current per Table 310.15(B)(16). Icont*1.25=(Amps) 13.23 Icont*1.25=(Amps) 39.71 39.7 Ampacity 40 Ampacity 501 50 c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= _ 2 Icons*Size =(Amps) 13.15 Co d In Size= 40 continuous current*1.25. All inverter output terminations are rated at OCP A Size= 15 Combined Inverter Output Inverter Type A Output Service Voltage= 75' C. ( 1 way wire length: 10 ft Total Inverter Power=_ 1 way wire length= 0 ----------------------------------- Fronius IG Plus-V 7.5-1 240) Y g Icont-#of inverters*max inverter current Art 690.8(A)(1) 6. OCP Sizing lcont= 31.3 1 A Art 690.8(A)(1) Icont=(Amps) to next size per Art 240.4 B 4 Icont*1.25=(Amps) 39,12 Art 690.8(B)(1) 6 Icont*1.25=(Amps) Art 690.8(B)(1) a. Round up p ( OCP Size= 401 Art 240.6 A OCP size= Art 240.6(A) 5.a Try AWG_8 THWN-2 at 90 deg C:Table 310.16 7.a Try THWN-2 at 90 deg C:Table 310.16 7. Conductor Sizing per Art 690.8(B)(1) Icont*1.25=(Amps) 39.12 Icont*1.25=(Amps) a. Conductor must have 30 deg. C ampacity >= 125% of Continuous 30 deg C ampacity= 55 F .30 deg C ampacity=. current per Art 215.2(A)(1). 5.b Icont=(Amps) 31.3 7.b Icont=(Amps) Start ampacity 55 Start ampacity b. Conductor must have (after corrections for conditions Of use) >= Temperature derate(%=F) 0.91 Temperature derate(%=F) continuous current per Table 310.15(B)(16). Conduit fill derate(%=#) 1 Conduit fill derate Derated ampacity 50:05 Derated ampacity 5 c. Evaluate conductor temperature at terminations per Art 110.14(C). .o Icons*1.25=(Amps) 39.12 7.c Icont*1.25 (Amps)= Ampacity of wire derated for conditions of termination must be >= Ampacity 50 Ampacity continuous current*1.25. All inverter output terminations are rated at 75' C min. PREMISE OWNER: AHJ: DESCRIPTION: DESIGN: �� ,0 ) CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 610 2 00 . CROLL �- ■ CONTAINED SHALL NOT BE USED FOR THE DERINGER, CLIFTON DERINGER RESIDENCE ������SOIarClty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET• MODULES ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN RESI TRINA SOLAR TSM-245PC05 PA05.18 /172 NYE RD L 8.82 KW PV Array o PART TO OTHERS OUTSIDE THE RECIPIENTS ' PROECT MANAGER: MOUNTING SYSTEM: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH �. 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE Comp Mount Type C PAGE NAME: ` SHEET: REV: DATE: San Mateo,CA 94402 SOIARCITY EWIPMFNT, WITHOUT THE WRITTEN T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. PAYMENT TYPE '" �: 7745213375 ELECTRICAL CALCULATIONS PV 5 3/22/2ot3 (888)-SOT-CM -2489)www.solarcity.com PPA . FRONIUS # IG PLUS V 7.5 Label Location: Label Location: (DC), (INV) (AC), (LC) , LQ ' o ' ' e Per Code: o D c Per Coder ®© CEC 690.53, NEC 690.53 CEC 690.17, NEC 690.14 (4) •. � Label Location: � Label Location: o't.�ail-" • •CJ..lall'jyC7 (INV), (AC), (LC), (M) (DC), (INV) UFA Label Location: - ,. , ��e°. •° ° Label Location: wiiiivg92.reno 51511 Label Location: • • • •• (POI) � ' - ' ' • (POI) • • • _ ' Label Location: o• o o 0 0 • o (AC), (D), (LC)� o• - .o © ' ' ' ° e Per Code: CEC 690.8.A.3&CEC 690.54, NEC 690.14 (c)(2) •. • jj NEW RE •• Label Location: V&DEift `• , GPI • "�" Q°.,E3 (CB) MOM ° ' (AC): AC Disconnect C . Con duit Lo cation:ocation: (CB): Combiner Box 0 0 • - . (C) (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ���N�I. 3055 Mateo, CA Way � San Mateo,CA 94402 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ...p;$��11'��t T:(650)638-1028 P:(650)638-1029 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Labels �►� (888)-SOL-CITY(765-2489)www.solarcity.com EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 0 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. t-- y,� '• ti - INPUT DATA Fronius IG Plus V 3.0-1 ux, 3.8-t ux, 5.0-1 ux, 6.0-1 ux, 7.5-1 ux, 10.0-1 ux, 11.4-1 ux, 11.4-3 Dare 12.0-3w 277 ., Recommended PV-Power(Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 1 9700-13100 10200-13800I 9 i • s �„ -.�-•:� `�`fJ � ..,»r„ IMPPT-Voltage Range -,,.50_ ) , ADC Startup Voltage 245 V - Max.Input Voltage at 1000 W/m' . I r.,. 4„• - 114-F(-10°C)in open circuit operation) 600 V Nominal Input Current 8.3 A 10.5 A 13.8 A 16.5 A 20.7 A 27.6 A 31.4 A 31.4 A 33.1 A Max.usable Input Current 7.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A 56.1 A 'r'ti,,.-�-'";"---�,.._ ,�,.,,r^- - '�•.,,. 6. ( ) No.14-6 AWG Admissible conductor DC 14 0 A 1 ':-.. ``-' '`' "„", 5w"•.� '^.,a;^a"-`"'�, 's""�.`-.,, +.....,..,.F " ^.-+,_..,,r�- .,.� -,,. t INumber of DC Input Terminals 6 . ;Max.Current per DC Input Terminal 20 A;Bus bar available for higher input currents 'I OUTPUT DATA Fronius IG Plus V 3.0-1- 3.8-1 ux, 5.0-1 ux, 1 6.0-1 ux, 7.5-1 ux, 10.0-1 ux, 11.4-1 ux, 11.4-3 Dxre 12.0-3 wvExn i Nominal output power(PAc._) 3000 W 3800 W 5000 W 1 6000 W 7500 W 10000 W 11400 W 11400 W 12000 W ,111 'l Max.;continuous output power } q 104°F(40°C)208'V 12411 V 1177 V 3000 W 3800 W 5000 W 6000 W �OOV� 10000 W 11400 W 11400 W 12000 IN 1 I j Nominal AC output voltage 208 V/240 V/277 V 208 V 1240 V 277 V IIIj Operating AC voltage range - 208 V 183-229 V(-12/+10 " - I(default) 240 V 211-264 V(-12/+10 277 V 244-305 V(-12/+10 9'0) i / Max.continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 A- output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A' n.a. - ,�..� � � �` • ., ,ram 27.1 41.2A n.a 14.4A' Jill, t 277V 10.8A 13.7A 18.1A 21.7A A 36.1A . r y - b atih; No.14-4 4 7AWG +. - �I r* •d. Admissible conductor size(AC) ' 0A - f + Y a.� - „ I Max.continuous utility back teed current I �� +• j r ,+°� - I Nominal output frequency - 60 Hz tr - rT'v� ,p1{ !Operating frequency range 59.3-60.5 Hz - ➢ S. w�. _ �.` .�." jTotal harmonic distortion - <3% tt +++!!! - 311R �„u I � r _,.,-... _ t Powerfactor 1 r v • .� 1` ' + ��. �. -..-- ""'`�•- . GENERAL DATA Fronius IG Plus v I 3.0-1 ux 3.8-1 ux 5.0-1 UNI 6.0-11 ux 7.5-1 uH, 10.0-1 ux, 11.4-1 ux I 11.4-3 Dr 112.0-3,,,YE2„ 'Max.Efficiency ICEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5%' 95.0% 95.0% 95.0% r5.0% n.a.". U S240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 95.5% 6.0% n.a. �`.� 277 V 96.0% 96.0% 96.0% 96.0% 96.0% 96.0% 96.0% n.a. . 96.0 1.5 IN 'Consumption in standby(night) - j .• 'Consumption during operation 8 W 14 W I 20 W i t - J ) Cooling Contrdlled forced ventilation,variable fan speed ; Fronius Orm POus PV Inverter ; jEnclosure Type NEMA 3R ) i • 3 ,Unit Dimensions(W x H x D) 17.1 x 26.5 x 9.9 in. 17.1 x 38.1 x 9.9 in. 17.8 2 lbs.x 49.7(37 kg) x 9.9 in. f �, The first complete solution. Reliable, Proven.Smart. Power Stack Weight 31 lbs.(14 kg) 57 lbs.(26 kg) } ,Wiring Compartment Weight .241be.(11 kg) 26 lbs.(12 kg) "26 lbs.(12 kg) iAdmissible ambient operating temperature -4...122-F(-20....+55°C) 11 _ An outstanding addition to the family:The next ! Compliance UL 1741-2010 IEEE 1547-2003 IEEE 1547.1 ANSVIEEE C62.41,FCC Part 15 A6 B,NEC Article 690,C22.2 No.107.1-01(Sept.2001) 1 I generation Fronius IG Plus inverter builds on a I I PROTECTION successful model with multiple enhancements, i. { 1 � � DEVICES Fronius IG Plus V I 3.0-1um, 3.8-1 5.0-1 ux, 6.0-1 ux, I 7.5-1 x, 110.0-1 uH1I 11.4-1 11.4-3..1. 12.0-3 including maximum power harvest,a built-in six j 1 Ground fault protection - Internal GFDI(Ground Fault Detector/Interrupter);in accordance with UL 1741-2010 and NEC Art.690 circuit string combiner,integrated,lockable DC - DC reverse polarity protection _ Disconnect,significantly improved efficiency,and - I Internal diode M1 - •.j+ � Ilslanding protection Internal;in accordance with UL 1741-2010,IEEE 1547-2003 and NEC unbeatable reliability. New,larger power stages f 'Over temperature - Output power derating/active cooling I + expand the proven Fronius IG family from 2 to t per Phase 12 kW in a single inverter. } Fronius USA LLC Solar Electronic Division m # 1 10421 Citation Drive,Suite 1100,Brighton,Michigan,48116 ) POWERING YOUR FUTURE E- ww.f onius-usa.co m 1 ( www.fronius-usa.com i � o mono multi solutions Trinamount II FOR PITCHED ROOF TSM-PC05/ PA05.18 mono multi solutions ELECTRICAL DATA @ STC TSM-225 TSM-230 ITSM-235 TSM-240 ITSM-245 - . PC/PAOSµ181PC/PA05.18�PC/PA05-18 PC/PA05.18 PC/PA05.18 DIMENSIONS OF PV MODULE TSM-PC05/PA05.18 Peak Power Watts-P,.ux(wp) 225 230 yV 240 - O - 7 Power Output Tolerance-PM 1%) 0/+3 0/+3 T 0/+3 0/+3 0/+3 ` 10 YEAR _ _j _ _ _ _ Upon'E. O ■At II Maximum Power Curren V,u(( 7.66 7.72 7.81 30 4 30 7 PRODUCT WARRANTY FOR MODULE �Mazimum Power Cu ent lMrr(A) 766 7.72 7.81 7.89 7.98 byTrinasolar AND MOUNTING SYSTEM open Circuit voltage-voa(v) - 36.9 3zo _ 3z1 837 847 1 }} I Short Circuit Cunent-Isc(A) 8.20 8.26_ 8.31 _ _ FOR PITCHED ROOF �� Module Efficiency lm(9) - 137 14.1 14.4 I14.7 �'15.0 FASTER TO INSTALL AL jA Values at Standard Test Conditions STC(Air Mass AM1.5,1mdiancel000w/m2CelITemperature25°C). ULTRA O,w. TSM-225 TSMPA0 TSM-235 TSM-240 M245 T \vw/ ELECTRICAL DATA @ NOCT IPC/PA05.18 PC/PA05.18 PC/PA05.18 PC/PA05.18�T"C/;A05.18 Maximum Power(W) _.1.:164 168 172 - 1 78 Tf DESISTANCE sp _ _ 111 111 _ f•,z Maximum Power voBage(V) 26.9 27.1 i 27.4 i 27.7 27.8 E) ® - io ,.oc '- GROUNDBONDCONNECTION Max mum Pawer Cunent(A) �61z rr62o j6.v 6.3z 64, LOX BETTER THAN UL MINIMUM CRITERIA �� Open Circuit Voltage(V) 338 33.9 O 34.0 34.1 34.2T j Short Circuit Current(A) 6.62 --1 6.68 6.70~ 6.75 v 6.83 JBQ-A NOCT:Irradiance at 800W/m'.Ambient Temperature 20°C.wind Speed I M/s. • Back View LMECHANICAL DATA - Solar cells {`-M�ulticrystalline 156•156mm(6 inches) Cefi orientation -- 60 cells(6*10) F� ttt Module dimension 's 1650 F992 x 40mm(64.95 x 39.05*1.57 inches) Feight 20.3kg(44.8 to) a Glass High transparancy solar glass 3.2mm(0.13 inches) f M Frame - Anodized aluminium alloy- -�� ...... u J-Box IP 65 rated A-A 1 Cables/Connector Photovoltaic Technology cable 4.0mm (0.006 inches2). L I I00mm(43.3 inches).MC4/H4 t I I-V CURVES OF PV MODULE TSM-230PC05/PA05.18 1000w/m2 - 800 TEMPERATURE RATINGS r • 7? W Nominal Operating Cell 46°C(±2°C) 69' Temperature(NOCT) 5� - -- - ----- 1FT.mperature Coefficient of Pax 40OW/. Temperature Coefficient of Voc 0.32°%/°C u 3' snow/m - -`.._:. _..__.... 2- -_ Temperature Coefficient of Isc~ 0.047% lm SUITABLE FOR COMBINING PV MODULE EXPERTISE WITH A HIGHLY 0�*6 D� --tom - 30? _ MAXIMUM RATINGS INNOVATIVE MOUNTING SYSTEM SOLUTION. Voltage - ® COMPOSITION SHINGLE operational Temperature 40-+e5°c _ Trina Solar is introducing Trinamount-the fastest,easiest and least Maximum System Voltage ,0(oVDC(IEC)/600V expensive way to mount PV modules onto residential and commercial Dc(uu rooftops.With a series of drop-in and quarter-turn on a x S / er-urn connections Max� Series Fuse Rating TRAPEZOIDAL METAL specialized module frame,this mounting solution installs up to 5 times CERTIFICATION faster than conventional mounting systems.Trinamount connects ' directly to the module frame,eliminating the need for long rails. E ®i vV`crvvcLe i�� cLa�Bs WARRANTY ®1 STANDING SEAM ROOF By drastically reducing the number of parts,cost of materials and �_� _ R 10 year workmanship warranty o installation time,Trinamount offers the optimal solution for residential I w ry_ 25 year linear performance warranty 1 and commercial installations. �C �ea - �_e �_ � j(Please refer to product warranty for details) w ' ti�OMPgre` 4°�L I� TPon-asolar u oub-asola1 pO� CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. The power behind the panel eomPNtvv - The power behind the panel - ,®2011 Trino Solar Limited.All rights reserved.Specifications included in this datosheet are subject to change without notice. SolarCity SleekMountTM -Comp SolarCity SleekMountT"" - 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 10 Drill Pilot.Hole of Proper Diameter for •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition 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" ©3 Insert Comp Mount flashing under upper 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 Zep Solar standoffs,effectively eliminating the •Painted galvanized waterproof flashing s upon flashing need for rail and reducing the number of standoffs required. In addition, composition .Anodized components for corrosion resistance Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this i _ � ,with sealing washer. system,allowing for minimal roof disturbance. Applicable for vent spanning functions j) '""' Secure Leveling Foot to the Comp Mount -'" using machine Screw O . 7 Place module O Components OA 5/16"Machine Screw . Leveling Foot © Lag Screw ` OComp Mount P` © Q Comp Mount Flashing r D obi *.kid OMPAr,` S�o��Co� W 0(& O ®o��Cot �® January 2013 tO LISTED ® January 2013 OMPP