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HomeMy WebLinkAbout0054 ANSEL HOWLAND ROAD rtv' i o- r � rry w � ri .M o rw a - n 1 d r 2 „ - d � a 7 D l ' Town of Barnstable Building �rA Post This Card So That it is Visible From the Street-Approved Plans Must be'Retained'on Job and this Card',Must be Kept o MASK Posted Until final Inspection Has Been Made. �� �� s63W �� < Where a Certificate of Occupancy is Required,such Builcling�shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1046 Applicant Name: David Powers Approvals Date Issued: 04/22/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 10/22/2020 Foundation: Location: 54 ANSEL HOWLAND ROAD,CENTERVILLE Map/Lot172229 Zoning District: RC Sheathing: Owner on Record: GODFREY, L THOMAS& KAREN A Contractor Name-,Ridge Point Building and Framing: 1 Remodeling LLC Address: 54 ANSEL HOWLAND ROAD ` 2 CENTERVILLE, MA 02632 Contractor, 1912rt03 y r Chimne Description: Remove existing siding that is currently installed and install new Est. Project Cost: $ 16,500.00 i, g -i Insulation: Permit Fee: 84.15 Certainteed brand vinyl siding. : $ Project Review Req: Fee Paid: $84.15 Final' 22 4 2020 Date: / / a^` Plumbing/Gas - � 12 �y Rough Plumbing: i Final Plumbing: . Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and thekapproved construction documents for which this permit has been granted. � Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open foe public inspection for the entire duration of the work until the completion of the same. /¢' Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building an&Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing - 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage final: .7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical'Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ®N� � Town of Barnstable Building t Post'This Card So That it is.Visible From, the Street-Approved Plans Must be Retained on Job and this Card Must,be Kept Senxtie ti a'^ p Posted Until Final1rispection Has Been Made. �� g� t Where a'Certificate of Occupancy is Required,such Building shall Not be.Occupied until a Final'Inspection has been made. Permit No. B-20-1089 Applicant Name: David Powers Approvals Date Issued: 04/27/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 10/27/2020 Foundation: Location: 54 ANSEL HOWLAND ROAD,CENTERVILLE Map/L2t172-229 Zoning District: RC Sheathing: Owner on Record: GODFREY, L THOMAS& KAREN A Contractor.Name:` .,;Ridge Point Building and Framing: 1 Remodeling LLC Address: 54 ANSEL HOWLAND ROAD 2 .._.Contractor License:. 191203 CENTERVILLE, MA 02632 Chimney: P Est. Project Cost: $6,500.00 Description: Replace the existing roof on the front of the house with new 30yr Certainteed brand shingled roof ? . Permit Fee: $35.00 Insulation: Project Review Re ,, Fee Paid: $35.00 Final: Date_: 4/27/2020 Plumbing/Gas 4 i Rough Plumbing: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six-months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application,and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open,for public inspection for the entire duration of the work until the completion of the same. �" Electrical �. ' Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials-are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work Rough: 1.Foundation or Footing - 2.Sheathing Inspection Final' 3.All Fireplaces must be inspected at.the throat level before firest flue lining is installed 4..Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate.permits are required for Electrical,Plumbing,and Mechanical Installations. Final l Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department '11�' Final: Building plans are to be available on site 0 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT S� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Dk 121I3113 Historic - OKH _ Preservation/ Hyannis Project Street Address Jr�-f A n s e i If Do land Rd Village l Cnb_VO Owner SWO &D4qT9Address ,54 Anse Pnw lan J . Telephone vl 9 R� p Permit Request I &a El�EGf("l G f ndi on roof Oe-A-isfinq hDMe 4D bz in n &kJ to4h � rneo di-ic�,.P knl 7. 5-5 S 4W S yt rcw , 31 eco A3 .Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain ` Groundwater Overlay Project Valuations 70b Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 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: ❑Ye5 ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exist g Cew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ O° ,--� Zoning Board of Appeals Authorization ❑ Appeal # Recorded Ca Commercial ❑Yes No If yes, site plan review # Current Use g�I Proposed Use TAGS! �o ;r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) aName Ja�OX Telephone Number r Ad_ dress oq4 Sit M"4 n b . U A Pfttf I License # ogsnq M O A bo rD k M ll� O 175a Home Improvement Contractor# Worker's Compensation # OrnW b066MO)o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO EbMS ' m SOIL C Corp. CRq LA,ftoyi Dr � Ids Un i� ii ►�co�ibarou.�h. YY� 617U- SIGNATURE 4/ DATE l Z FOR OFFICIAL USE ONLY ,4 APPLICATION# DATE ISSUED ;€ MAP/PARCEL NO. 4 ADDRESS VILLAGE OWNER DATE OF INSPECTION: :4 FRAME A INSULATION.'A:' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 06. ASSOCIATION PLAN NO. 1 CNS The Commonwealth of Massachusetts Department of Industrial Accidents _ Orice of Investigations I Congress Street,Suite 100 ' Boston,MA 02114-2017 , www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): SOlafclty 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.�■ I am a employer with 3000 4. 1 am a general contractor and 1 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. 7. ❑Remodeling ship and have no employees These sub-contractors have g. 0 Demolition x workingfor me in an capacity. employees and have workers' Y p ty• 9. ❑.Building addition [No workers'comp. insurance comp. insurance.i required.] 5. We are a corporation and its 10,❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.[]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.K 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. Insurance Company Name: Liberty Mutual Insurance Company — Policy#or Self-ins. Lic.M WA766D06626502.3 Expiration Date. 09/01/2014 Job Site.Address: All Locations City/State/Zip: L4U�U. 0,2&90� 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. J do hereby certify under the pains and penalties of rjr thal tlr information provider/above is.true and correct. Signature: =_ Date: Phone#: 9782152359 Official use only. Do not write.in this area,to be completed by city or town official. City or Town Permit/License.# Issuing Authority.(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ' ' r AC40 08/21/2013 CERTIFICATE OF LIABILITY INSURANCE ° '°°"e/21 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(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 0726293 i 1-415-546-9300 - NCONTACT AME Brendan Quinlan Arthur J. Gallagher 6 Co. PHONE FAX Insurance Brokers of California, Inc., License #0726293 No Ext1: 415-536-4020 (A/C,No): 1255 Battery Street g450 gp Ess. brendan Vinlan@ajc.com San Francisco, CA 94111 IN SURER(SI AFFORDING COVERAGE NAIC d INSURERA: LIBERTY MOT FIRE INS CO 23035 INSURED INSURERS: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C 3055 Clearview Way INSURERD: San Mateo , CA-94402 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 35272277 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILit2 TYPE OF INSURANCE U BR POLICY NUMBER MMIDDIYCY riY MMIDDIYYri LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Me occurrence $100,000 CLAIMS-MADE M OCCUR MED EX_P(Any one person) $10,000 X Deductible: $25,000 1,000,000 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 --il POLICY PRO- LOC $ A AUTOMOBILE LIABILITY AS2661066285043 09/01/1.. UNJUI/14 COMBINED SINGLE LIMIT _(Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAe HCLAIMS-MADE AGGREGATE $ DED RETENTION $ B WORKERS COMPENSATION WC7 6 610 6 62 65033 (WI Retr ) 09/01/1 09/01/14 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECUTIVE YIN NA766DO66265023 (Ded) 09/01/1 09/01/14 E.L.EACH ACCIDENT $ 2,000,000 OFFICERIMEMBER EXCLUDED? a N I A (Mandatory In NH) E.L:DISEASE-EA EMPLOYEE $ 2,000,000 Use describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,.000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 _971 Office of Consumer Affairs d Bus�ness:Regulatron 1.0 Park Plaza.- Suite 5170 Boston,'Massachusetts 02116 Home Improvementt Contractor Registration —` Registration: 168572 y� t Type: Supplement Card Expiration:' Mr8 015 SOLARCITY`CORPORATION :- .= JASON QUINLAN 24 ST. MARTIN STREET BLD 2 UNIT',11 � : MARLBOROUGH, MA 01752 t # "r- " . , Update Address and return card.Mark reason for change. Address Renewal Employment host Card SSA, �� �a���,, . _ . n a � c� Mee of Consumer Affairs&Busiaess Regulation License or registration valid for individul use'only •rtME IMPROVEMENT CONTRACTOR r before the expiration date. If found return to: t Office of Consumer Affairs and Business Regulation Registration: 168572. TYPe• 10 Park Plaza-Suite.5170. Expiration: 3020151, Supplement=:and Boston MA 02116, SOLARCIT7 CORPbRATIONt;: ; JASON QUINLAN y's 24 ST MARTIN STREET 8LA 2UNI IT4 ALBOROUGH,MA 01752 Undersecretary Not valid without signature': < Y >Vl+uaadchutx�lt�s�I1�p�irtn►ent�►f P«bi�,6,afaty - Board of Building Rsqulati*n#and Standards,l its# lets}n soleen tour 4 nne CS-095084 JASON R UINIA N L, 190WALSf BRIDDGEWAnIt lNA + Craitrr itn»sa 1210212014 • (inOffice of Consumer A ,�fairs usiness e gu�ation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Tvoe: Supplement Card Expiration: 3/8/2015 SOLARCITY CORPORATION NOLAN RICHARDSON - ---- 24 ST. MARTIN STREET BLD 2 UNIT 11 -- - -- ------- -- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. sCA i a 20M-W11 [� Address F] Renewal Employment Lost Card *Expiration: e of Consumer Affairs&Business Regulation License or registration valid for individul use only E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation gistration: 168572 Type: 10 Park Plaza-Suite 5170 3/8/2015 Supplement C. rd Boston,MA 02116 SOLARCITY CORPORATION NOLAN RICHARDSON 24 ST MARTIN STREET BLD"2UNI ITIAAhLBOROUGH,MA 01752 :5, — Undersecretary Not valid without signature i L -- �,.,$olarCoty w 't :..�..-.. .y!77, ...p 11 .. ) .r. -...... Here are the key tease of your S+ larCity Power Pure base A� r. ement4., nhu 2 0 -tiara y � . y System installation Best 'oe ct;rieity i tc "r Mh . Agreement term O-Lir Promises to You t ' We insure,maintain,and "repair the System(including the inverter):at no additional cost to you,as specified in the agreement. We provide 24n wet:-enabled monitoring at no additional cost to you, as specified in the agreement. . We warranty your roof against leaks and restore your roof at the end of the agreement;as specified in the.agreement. • The rate you pay for electricity,exclusive of taxes,wilt remain fixed for the term of the agreement. Amount due at contract signing: �0 Estimated prepayment due when installation begins: $0.00 Estimated prepayment due following building inspection. $0.00 Homeowner's Nate & Service Address Exacttu as it appears un the ofility hitf Homeowner Name and Address Co-Owner Name(if Any) Installation Location Karen Godfrey 54 Ansel Howland Rd i 54 Ansel Howland Rd Centerville,'MA 02632 Centerville, MA 02632 . A I Options for System purchase,,and transfer: Options at the end of the 20 year term: If you move,you may transfer this agreement to the purchaser of your SolarCity will remove the System at no cost to you. Home,as specified in the agreement. . You'can upgrade to a new.System.with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. YOU may purchase the System from SolarCity for its fair • Those options apply during the 20 year term of our-agreement and not market Value as specified in the agreerrnent. beyond that term. . You may renew this agreement for up to ten(10)years in two(2)five(5)year increments, r 003.S0L.0iTY . 888'.155.2439 SOLARGITY.CdM 4yfs.F1' :' a�" IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL I have read this Power Purchase Agreement and the Exhibits in their THIS PPA UNDER SECTION 22,UNLESS INSTALLATION OF entirety and I acknowledge that I have received a complete copy of this YOUR SYSTEM HAS ALREADY COMMENCED,YOU MAY Power Purchase Agreement_ . ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO MIDNIGHT OF THE OF THE THIRD BUSINESS DAY AFTER YOU SIGN THE FIRST AMENDMENT TO THIS PPA DETAILING Owner's Name:'Karen God,$rey YOUR ESTIMATED PRODUCTION. -c" Signature: Date: f' Co-Owner's Name(if any): Signature: Date: Sol r i v SOLARCITY APPROVED Power Purchase Agreement Signature: LYNDON RIVE,CEO Date: (PPA) Power Purchase Agreement -,.SolaFeity. 11/16/2013 OWNER AUTHORIZATION Job ID: Location: I G' as Owner of the subject h . property hereby authorize_Sol-4 itv orp—IFUC 168572 to act on my behalf, in all matters relative to�vork authorized.by this biulding permit application and signed f contract. �v� 9. .Sign/ature of OlAmer: V Datej": Version 1117.3 3055 Clearview Way, San Mateo, CA 94402 (88.8)-SOL-CITY (765-2489) 1 www.solarcity.com November 25, 2013 Project/Job # 026175 RE: CERTIFICATION LETTER Project: Godfrey Residence F 54 Ansel Howland Rd Centerville, MA 02632 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-.05,and 2005 NDS J - Risk Category = II -Wind Speed = 116 mph, Exposure Category C - Roof Dead Load = 8 psf(MP1) 12 psf(MP2) - Roof Live Load = 18 psf(MPI) 18 psf(MP2) -Ground Snow Load = 30 psf, Roof Snow Load = 21 psf Note: per IBC 1613.1; Seismic check is not required because Ss= 0.19069 <. 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed for loading from the PV system on the roof.The structural review only applies to the section(s)of the roof that directly supporting the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th,Edition. Please contact me with any questions or concerns regarding this project. tp OF 4I Sincerely, - � � YQO JIN � p''' K � V� N Yoo]in Kim, P.E. No.4 7 Civil Engineer Main: 888.765.2489,x5743 Digitally signed by Yoo Jin Kim email: ykim@solarcity.com Date:201.3.11.2510:50:51 08'00' 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888)5UL-U I Y F(65u)E 3'8-1u29 solarcity.com t A2 noc 743771,CA CGLr3 806104,CO EC 5041,CT HI 0632776,DC 110 71101,186,DC HIS 71101? O 88,1-11 r-T-29i 70.MA ti1C 168572,;MCY,MH10 12894$,NJ 13\11,106 i60600, OR CCB 180498.PA 077343,TX TDLR 27006.'AAGM:SOLARG'91997,0 2013 SolarClly„Rll ii9htq resei,e0. - - SolarCity 3055 Clearview Way San hiateo CA 94402 • Godfrey • - • r # 026175 TABLE OF • CONTENT Certification Table Of • And .• FramingProject Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Calculation Of Roof Snow Loads 6 Structural Analysis 7 Note: per • not •• •• •- 1 9169 < 1 '. and Seismic Design •.• 1 2-MILE VICINITY MAP 54 Ansel Howland Rd. Centerville, MA ��� Yis �_ c c j / , ♦ r �, � � i aT eeMa GI ommo weal#ti of ssaC use`ft� DA rm Se �i A enc 02632 Latitude: 41.670701, Longitude: -70.366618, ExposureCategory: 11.25.2013 SleekMountT'" PV SysteM Version Page#.3 Structural Design Application PROJECT INFORMATION Project.Name: _ -Godfrey Residences AHJ: Barnstable,_ Job Number: 026175 Building Code: MA Res. Code,8th Edition Customer_Name: Godfrey;.Karen Based On: IR_C 2009/IBC 2009 Address: 54 Ansel Howland Rd ASCE Code: ASCE 7-05 City/State_ Centerville,—MA —_Risk Category_ II_� - zip Code 02632 Upgrades Req'd? ^. No Latitude/Longitude: 4_1.670701 70.366618 _Stamp Req'd?' Yes__ _ SC Office: Marlborough PV Designer: Josh Wirth Calculations: Humphrey Kariuki .P.E. EOR: Yoo Jin Kim P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Plane Information Roofing Material Comp Roof Tile Reveal `SM SpanOnly Standing Seam Spacing SM Seam Only NA Roof Slope 260 _ Rafter.Spacing 16"O.C: PV Assembly Information PV System Type SolarCity SleekMountT"' PV System Module Orientation Landscape Tile Attachment System Tile Roofs Only NA Tile,Spanner_Bar_Direction SM SpanOnly NA Spanning Vents No Standoff(Attachment Hardware)-_ Comp;Mount Type C Minimum Eave End Setback 12" Minimum Ridge Setback 12" PV System Weight PV Module Weight(psf) 2.5 psf Hardware Assembl Weight 0.5 Psf PV System Weight s 3 psf - - Page CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed,Method Basic Wind Speed V 116 _ Fig. 6-1 Exposure Category C Section 66.5.6_:3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height - _h_ 2.5 ft Sectio_n_ 6.2 Effective Roof Slope 260 Effective Rafter Spacing _ — 16"_O.C. Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 r tance Factor I. 1:0 Table 6-1 ity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)27.7 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC Down _ 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up POP) -24.2 psf Wind Pressure Down P down 12.5 psf ALLOWABLE STANDOFF SPACINGS} X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever - _ --- --Landscape__ _ 24" NA_ - - Standoff Configuration Landscape Staggered Max Standoff_ Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift_at Standoff _ _ _ T-actual_ 392 Ibs _ Uplift Capacity of Standoff T-allow 637 Ibs Standoff Demand Ca aci DCR 61.5% ' Page#5 M - CALCULATION OF ROOF DEAD AND LIVE LOADS - MPl Roof Dead Load Material Load Roof Category Description MIDI Roofing Type - Comp_Roof. Number of Layers 1 Underlay ment Roofing ,Paper 0.5,psf: Plywood Sheathing _ - Yes 1.5 psf Board Sheathing _ None, 00psf Rafter Size and Spacing 2 x 8 @ 16 in.O.C. 2.3 psf Vaulted Ceiling_,______ None Miscellaneous Miscellaneous Items 1.2 sf Total Roof Dead Load 8 psf MPl 8.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Trib_utary 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 Lr L= Rl T R EquationE Reduced Roof Live Load Lr 18 psf MPl 18.0 CALCULATION OF ROOF DEAD AND LIVE LOADS - MP2 Roof Dead Load Material Load Roof Category Description MPZ Roofng_Material_ _ Comp Roof 25 psf_ Number of Layers 1 Underlayment_ Roofing Paper Plywood Sheathing Yes 1.5 psf Board Sheathing_ None_ - — — - Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf— Vaulted Ceiling_ _ Yes 4.1 psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof DeadLoad 12 psf MP2 12.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load _ La 20.0 psf Table 4-1 Member Tributary Area At < 200 s_f p Roof Slope 6/12 Tributary Area Reduction Rl^ A 1 Section 4.9 Sloped Roof Reduction Rz 0.9 _ Section 4.9 Reduced Roof Live Load _ Lr ---- --�r= Lo (R�) (Rz) Equation 4 2 Reduced Roof Live Load Lr 18 psf MP2 18.0 psf Page#6 I("ALCULATION OF ROOF SNOW LOADS ASCE Design Roof Snow Load Criteria Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions_Allowed?_ -Yes Effective Roof Slope 260 Horiz Distance from EvetoaRidge W_ 10.8 ft Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor Ce 1.0 - Table 7-2 Snow Thermal Factor Ct All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof-Snow Load(w/ pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Sur_charge)__ _ Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-roof= (Cs-roof) Pf ASCE Eq: 7.4-1 SurroundingRoof PS-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_P Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PS. „= (CS_ „)Pf ASCE Eq: 7.4-1 Modules PS'P" 21.0 Psf 70% f COMPANY PROJECT Wo o d wo r ks® 305Sol5C learvity Corporation ' ' 3055 Cleanriew Way SOFTWARE FOR WOOD DESIGN _ San Mateo, CA 94402 , Nov. 25, 2013 13:38 JB-026175-00 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0) * psf PV DL Dead Full Area No 3.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 15'-T 0' 1'-2" 13'-6" Unfactored: Dead 121 `101. Snow 207 173 Factored: Total 328 273 Bearing: FItheta 493 493 Capacity Joist 648 370 Supports 586 586 Anal/Des Joist 0.51 0.74 Support 0.56 0.47 Load comb #2 #4 Length 0:50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 ,. 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 6251 1 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports i 4 MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-112"x7-1/4") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 15'-5.0"; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); d WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN JB-026175-00 MP1.wwb WoodWorks®Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 31 Fv' = 155 fv/Fv' = 0.20 Bending(+) fb = 761 Fb' = 1389 fb/Fb' = 0.55 Bending(-) fb = 28 Fb' = 1370 fb/Fb' = 0.02 Deflection: Interior Live 0.27 = L/612 0.92 = L/180 0.29 Total 0.43 = L/387 1.38 = L/120 0.31 Cantil. Live -0.08 = L/192 0.17 = L/90 0.47 Total -0.13 = L/122 1 0.26 = L/60 1 0.49 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt di Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 .1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.987 1.200 1.00 1.15 1.00 1.00 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 247, V design = 225 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 834 lbs-ft Bending(-) : LC #2 = D+S, M = 130 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are fisted in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. ' COMPANY PROJECT Woodwo rks® C l Corporation y 3055 3055 Clearview Wa SOFFWARE FOR WOOD DESIGN San Mateo, CA 94402 , Nov. 25, 2013 13:39 J B-026175-00 M P2.wwb Design Check Calculation Sheet WoodWorks Sizer 10:0 Loads: Load Type Distribution Pat Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 12 .00 (16.0) * psf PV DL Dead Full Area No 3*.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * sf *Tributary Width (in) ' f Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 11'-2•7" 0' 0'-10" 9'-91. Unfactored: Dead 119 ? 99 Snow 149 125 Factored: Total 268 224 Bearing: F'theta 493 493 Capacity f Joist 648 370 Supports 586 586 Anal/Des Joist 0.41 0.61 Support 0.46 0.38 Load comb #2 #4 Length . 0.50* 0.50* Min req'd .0.50* i 0.50* Cb 1.75 1.00 Cb min 1.75 ,. 1.00 Cb support 1.25 1.25 Fcp sup 6251 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports r• MP2 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 11'-2.7"; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN JB-026175-00 MP2.wwb WoodWorks®Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 24 Fv' = 155 fv/Fv' = 0.16 Bending(+) fb = 451 Fb' = 1389 fb/Fb' = 0.33 Bending(-) fb = 16 Fb' = 1376 fb/Fb' = 0.01 Deflection: Interior Live 0.07 = <L/999 0.66 = L/180 0.11 Total 0.13 = L/904 1.00 = L/120 0.13 Cantil. Live -0.02 = L/510 0.12 = L/90 0.18 Total -0.04 = L/286. 1 0.19 = L/60 1 0.21 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 . 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.991 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 203, V design = 177 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 494 lbs-ft Bending(-) : LC #2 = D+S, M = 17 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. Engineering Dept. (3rd floor) Map /'� Parcel Permit# oQ House# �� _Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin: Bldg.) T BE SEPTIC S WIT 6 'S Definitive Plan Approved by Planning Board 19 ��$TALLEl3 1 .. A ND TOWN OF BARNSTAB a . To imps Building Permit Application Project Street Address Village 0,EA)7-,0---2 VtLZ L' Owner L,4 U 2 q 14 �''` Address X 5 e go !/ Telephone S­08. e-E-6 7 -2 ' Permit Request Itlo `xao I add r'4`6a2 a -FROS e QS e r First Floor L Z a q square feet Second Floor VIA square feet Construction Type Estimated Project Cost $ -2-0� 0-0--o ZoningDistrict ©/Pe S. /�� Flood Plain �O �i Water Protection Lot Size ��o� 70 a S Grandfathered ❑Yes ❑No Dwelling Type: Single Family � Two Family ❑ Multi-Family(#units) Age of Existing Structure W 3 Historic House ❑Yes �Vo On Old King's Highway ❑Yes �(No Basement Type:`Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) o2D JcX Basement Unfinished Area(sq.ft) o74 -7 cZ Number of Baths: Full: Existing _ New Half: Existing New No.of Bedrooms: Existing 13 New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: `dGas ❑Oil ❑Electric ❑Other Central Air ❑Yes NF14No Fireplaces: Existing New Existing wood/coal stove ❑Yes Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) XAttached(size) cx /X op_3 ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site,plan review# Current Use Proposed Use Builder Information Name /f'�i�`� `�' Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEB i* RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DAW1 " BUILDING PERMIT DENIED FOR THE F LOWING REASON(S) FOR OFFICIAL USE ONLY -PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r OWNER , i DATE OF INSPECTION: / FOUNDATION s - ' FRAME f ! INSULATION l�7 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: MOU FINAL GAS: OU FINAL FINAL BUILD "( F DATE CLOSE �2 ; ASSOCIATION' N m t! , � r The Town of Barnstable 9� �0�' Department of Health Safety and Environmental Services ArED.19. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only t Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. t e of Work: ffo�oQ�' `Svc �( eek_ Est.Cost �Q', e-r.�-�ress of Work: S� �S�L 14ZW LhAt)S 4� �SN7-�l2 V/Lner's Namee of Permit Application:reby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. wilding not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR 9Z Q Date Owner's Name 4 i The Commonwealth of.1fassarltusctts Dc partttnert of lndustrial Accidents 0/I=V1Zttvestlgatlotts 600 11 a.yNti totr Street Btatotr, Mass. 02111 Workers' Compensation Insurance Affidavit i li :iritinfortnation': — VF Plcise PR(NT lI�Y • .._..._ __.__ ._ ._..._....b. ......-........-....... ..... ._._I........ _ name: Z Ao1��/L� location: 9�Amw L G *,v]S D Q 0-6/t/TePVIfLL shone To7?—!f to/ 77 I am a homeowner performing all work myself. Fj I am a sole proprietor and have no one working_ in any capacity • rv.. -.y....�.t+T;lPe 4M.i.s s}!l's+.�.f�R.+J7�!se1,:...7*nr�..r+w.•,w...�..�r�...�..�.....�..�.s.�.+.....�, .w•.�. r...M�.......�.. ... ..... .�.::..L.. ......... .•. - - i"' '+' - - ,,c�.:�� - ---°.mot. �� �__. I am an employer providing workers- compensation for my employees working on this".job. comnanv name: adclress• city nhnne#• insurnnce co. policy# I am a sole propriet nt ral conirar+ ` homeowner(C cie one) and have hired the contractors listed below who have �. the following work ers'Coll polices: comnany natnc: address: city: phone#• insurance co. nolic� # � . rl.::•+.. Y"' _- � =•:t...;-•-.�:._ _� ��r...�.-;�:.-���t iT'•r T►ww• ._Z.r._.-_ _-.....R.��... ..._.Y. comnariv nnmc: address: rite: ahnne#• insurnncc co. jtoiicy# Attach additional sheet if ntCCSSary �.� .�r' -��" -- - __ •< "'"•:�•" ' ^""�'� ^' -��'�'"-' �»=� F:tiiure tit secure cuver:tt!e as required under Section 25A of NIGL 1.52 can lead to the imposition of criminal penalties of a line up to 51.500.00 andiur one%cars' imprisonment as well as civil penalties in the form of a STOP NVORI:ORDER and a fine of 5100.00 a day against me. I understand that a Cop)-of this statentcut may be forwarded to the 0mcc of Investigations of the DIA for coveragc verification. Zp hr ccrtift•antler the pains a d penalties of perjuq•that the information provided above is t nand correct. �-( — ate Print name At)�°/�' /`f ��L � Phone# �' 7 _ T official use unh do not write in this area to be completed by city or torn official N. city or town: permit/license# riBuilding Department [3Liccnsing Board t 0 check if immediate response is required [3Sclectmen•s Office f C311caith Department contact person: phone#: nOther S• — Y information and Instructions Massachusetts General Laws chapter 152 section 25 requires all emplovees to provide workers compensation for the employees. As quoted from the "law". an empinree is defined as every person in the service of another under ally contract of hire, express or implied. oral or written. An einplt rer is defined as an individual. partnership, association. corporation or other legal entity•, or any two or ►nor the foregoing engaged in a_joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership. association or other legal entity, employing employees. However th owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwellin-, ho or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employe MGL chapter 152 section 25 also states that even state or local licensing agency shall withhold the issuance or renewal of license or permit to operate a business or to construct buildings in the commonwealth for anv applicant who liar not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter h been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as ail affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. Tile affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are require, to obtain a workers' compensation policy, please call the Department at the number listed below. City or 'rowns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom o- the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Plea be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned the Department by mail or FAX unless other arrangements have been made. The Office of Investivations would like to thank you in advance for you cooperation and should you have any questior please do not hesitate to Live us a call. . �..y..,.-e.+.._.... ..._-.._.•-..,....- .-_.w.v...-...•..ems..-.•._..-�-,�....-_.-....+�+.nrw.....w_+ew...�..rw�.:. _ w--......!+�..w.wy�va.w1!'7..�..+.n�.�'ws....o..,.' Tile Department's address. telephone and fax number: YYSd ti' The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION P ease print. DATE JOB LOCATION Number Street address Section of town /'HOMEO* WNER" z4y e 9 77 3 6 /,l/ Name / Home phone Work phone ' PRESENT MAILING ADDRESSAl / SF L L.f.t/� 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 such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to re- side, 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 Officia. on a form acceptable to the Building Official, that he/she shall be responsibl, for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes .,responsibility for compliance with the Sta- Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands ..the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE � -�. Q_ APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner 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 a Home Owner engages a person(s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for .licensing Construction' Supervisors, Section 2.15) . This lack of awarenes often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home "dwner-' actin as supervisor is ultimately responsible. 'To ensure that the Home Owner is fully aware of his/her responsibilities, man communities require, as part of the permit application, that the Home Owner 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 to amend and adopt such a form/certification for use in your community. i PROJECT r ADDRESS: PERMIT#. cZ C 0 PERMIT"DATE: L muP: LARGE ROLLED. PLANS ARE IN: BOA ► �� sL OT . ZZ . "Data entered in MAPS program on: D Z: Cl, BY: 1 TOWN OF BARNSTABLE permit No. ----_ Building Inspector Cash 13 . � •ego. `� OCCUPANCY PERMIT Bond ______---- ___ojv Issued to Address lto i,d. Centervi ) ,-- Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ....... lfil.y✓ `»,� �.m��'-n_-0_ ....... .....................». »... »...» ».» Building Inspector it �• , f f e ,. .. ``t r.`•`` �•"" TOWN OF BARNSTABLE Permit No.`_--2 3 9 t� Building Inspector I sasnn Cash ,�r• °""� OCCUPANCY PERMIT Bond _ X No building nor structure shall,be erected, and no land,.bUding or structure shall be used for a new, different, changed., or enlarged, use, without a Building Permit. therefor first having been obtained from the Building Inspector. No building shall-be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Alan Small Address Lot; ##415 ,E 54 Ansel Howla.d Road _ Ceritervi-11le Wiring Inspector^ - � � .v µ Inspection date Plumbing.Inspector'` ' " Inspection date / V vv t Gas Inspector �`� �^a , ����+_�,' .;�'r s.ram, .�a�.!, Inspection date ��.11 E 1t)j{t Engineering Departmen T ' �;� Inspection date THIS PERMIT WILL NOT BE VALID, AND THE VBUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUMEMENTS. J l f` ,.� Building Inspector { QO GAMUAGG vRI&J=,efL Twat U4 Fl-ow >< Ito V. 3 . 330 C.•Pv 14 _�.. AN s L. c�vtl ArE#�i'IG TOr.1K. 330� ISD %. • 4�5 6.t?D. r ulcer t oC» 9 �15PCX,�,i.. PIT usE l 04o ree>�, ". • � � 1 • ,WCWAL L AeEA l ISo SF is 2.S • 3'7S (&.P•LD. s9... r: 5o fij. 3c 1 .o % Fro S.P.D. TCrr-AL -VESIGW s 4SS G.RD. I3 Exos-r. -MTo t_ -OA1 WY FLOV4 * 33D&PD: F t v• �p ,. (' PWC.DL&-n0kj %zhTE : 101W 2-M1W oR LL%. a` G►, ESN OF: 11,10 M 1 P!6 RICHARD y�• �' /. '�.�� per' A ' N BAXTER CV� -V � S rr�.r�ae s�oo y S9 a 1 bo 0& HD SURD SS/ONAI�N\ -P:Co d3 �6 Sy•D T&r Fwo s d 8�to(el f6-. 58.5 ��ra4. e- s S cs • r ` ' 401 '-ClAM s Z2 4 Pv� vlsr. 1w• so 'Box 57/ SEPM e C Iw" MWW. SarJ�� Ioop sG.s two .t. GAL.. SG.7 . ,54.9, :. . PIT v ell, / �lwT' dN WA04&0 STo.r E S0. rjp,�JD . 1 � � � • ' C6QTtF.IEt3 PLC)"r PcLo�'1 L� LOGATI O" GE.NT 12 4G 5 tic, Sir � �c 1,� moo' bAT� MA�i8�82 o ITV6TET . 1 GGRTIF q T$4AT TNT Fouao�T��t; Stlow►� P�--�►►.J RtFERE►.1GE uie Mo1J CoAAPL%eS W1T A T►••tE: 2 9 ANv SETI',AGK G'C4c�tt:ENtcI-tTS DF THE C EN-rl 'rzyl�L.E F116HLANDS Ll14;reuAAaw owU of �A r4IJST'A G_ L9 .� ATG 18 Z �$ A . , _ tZc G I S�rcAE� t.A►.�ty Sl)Z�l`YO KS "1't-t15 C7L.A1-J 15 UOT ZASCO 064 A�.t oSTEwtt.t.G- o MASSY `utc%Im-f j T44c. Ut=e`el arle 4-a Cluj t:aca ANpu e.A.�JT ALAtJ �• S�IAL-�- It iG. 1%1& LOT L l wa c P . , . Y Assessor's map and lot number ........: THE Se s Sewage Permit number F . . SEPTIC S. y pm�ry t�oA t gg/��i,�•� r R �•IN �a�/IYY1PLI/N... '- BARNS ADLE, i House number .... . ... ................:......:........ ro............. .............. INSTALLED, a p 2639. e�0 _ WrrHTITLE�� Ajl0 NPY Av �r. ODE AN' TOWN OF BARS ►tvoNi , BUILDING Al-SPECTOR `• 1 P�f ......... ................ APPLICATION FOR''PERMIT TO ..... .... . ........ ' TYPE OF CONSTRUCTION ............:. .....:... ............::...:............:.....::.....:.:...::............ ..............:......:....:.:............... ......A ..4 �................19..P..z TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accordin to the follow' nfor tion: Location ......./�N...1... .. ......... : . c jqProposed Use 11 ,.. . ....................:..................................................:..:....:..;...................................................... Zoning District ............... ...... ..............: ..................:......:......Fire District Name of Owner .......... ..............Address .:.... ti1!/ ..... . ....................:............ Name of Builder .Address Name of Architect .....:........ .::..............Address Number of Roo s ..,......Foundation �a-. ....e...:...... ......... Exlerior ..:.. . ...�.:. . ......... ........ Roofing .. .................... .......... ............ ... V � Floors .... 4.1.....:...........................::............................Interior ... ............................... Heating ....t.T'.. .�................................ ......... .........Plumbi'ng ..::. '......:.. :. ...:.. �-�:....... ...:...:.:................. Fireplace .. ... .............. .............................Approximate Cost ! 1,. ..................... Definitive Plan Approved by Planning Board _______________:________________19________. - Area '..........................................a Diagram of Lot and Building with ,Dimensions_ Fee s4i... .. ......... SUBJECT, TO APPROVAL OF .BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ...... .............. i SMALL, ALAN s 23908 No Permit for ••One Stor Single Fami.ly...DWel ix>, .... .............. • i Location .LQ.t...#29......5.4...An -.,.Hiow.1and Rd. ................C.entervi.11 a............... ` s Owner Alax1...Sma.11....................................... F , Type:;f Construction .....................Fm ........J..................................................................... lc�Plot Lot ...........:.................... a Permit7Granted ,• March 25.............19 82 ........... •. z q Date,.of Inspection ....................................19 Date.-Completed �.....19 ' _aN PERMIT REFUSED !v®Tc�, A/W Fa 4-r!x 4M 19 .........: .... ..l Al?.'jj.'..'..................................... } . f ............... ............... p....................................... - ............................................................................... Approved ........::...................................... 19 ............................................................................... i 1 -ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Sc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NITS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER W c WATT GE AT OPEN CIRCUIT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT -- _ PVl COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A X ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: SLEEKMOUNT OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH AHJ: Barnstable THE 2011 NATIONAL ELECTRIC CODE INCLUDING REV BY DATE COMMENTS MASSACHUSETTS AMENDMENTS. REV A NAME 11/25/201. COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) ' IWA CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-0 2 617 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE GODFREY, KAREN GODFREY RESIDENCE Justin Arbuckle � r' BENEFIT OF ANYONE EXCEPT IN MOLE INC., MOUNTING SYSTEM: 54 ANSEL HOWLAND RD '•� olarCit Y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 7.595 KW PV Array ►.\ PART TO OTHERS OUTSIDE THE RECIPIENT'S CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARGTY INC. SOLAREDGE # SE6000A—US 9787905504 T: (650) 638-1028 F: (650)638-1029 COVER SHEET PV 1 11/25/2013 (888)-SOL-CITY(765-2489) www.solarcity.com _f PITCH: 26 ARRAY PITCH:�6 MP1 AZIMUTH: 106 ARRAY AZIMUTH: 106 SH MATERIAL:Comp Shingle STORY: 1 Story PITCH: 26 ARRAY PITCH:26 ©j(q OF� Ypp JIN �i„ MP2 AZIMUTH: 196 ARRAY AZIMUTH: 196 AC , K MATERIAL:Comp Shingle STORY: 2 Stories ------------- D ' r-,-I VI L`—�L— J No.4 7 H A ONA � 54 Ansel Howland Rd Digitally igned by Yoo Jin Kim Date:2013.11.25 11:03:15-08'00' --—---------- a MP2 B LEGEND-, O (E) UTILITY METER & WARNING LABEL a - , Z1,9 INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Front Of House Dc © DC DISCONNECT & WARNING LABELS AC EED AC DISCONNECT & WARNING LABELS Q JUNCTION BOX 0 Q DC COMBINER BOX & WARNING A Q DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE k --- INTERIOR EQUIPMENT SITE PLAN N Scale: 3/32" _A' � 01, 10, 21' W 5 PREMISE OYMER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [INVERTER: NUMBER: ,J g-026175 00 Justin Arbuckle \`!a SolarCit CONTAINED SHALL NOT BE USED FOR THE GODFREY, KAREN GODFREY RESIDENCE �,„ �/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �1� 1 NOR MALL IT BE DISCLOSED IN WHOLE OR INmp Mount Type C 54 ANSEL HOWLAND RD 7.595 KW PV Array PART To OTHERS OUTSIDE THE RECIPIENT'S ULES: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Binding 2 Unit 11 1752 THE SALE AND USE OF THE RESPECTIVE 1) YINGLI # YL245P-29b PACE NAME sHEEr: REv: DATE Mari-1028 MA 50)SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: SOLO)638—T65- F: (65 w 638-1029 PERMISSION OF SOLARCITY INC. OLAREDGE sEs000A—us 9787905504 SITE PLAN PV 2 11/25/2013 O-soL-CITY S�6L-2489> wwwsolarcityeam OF Y00 AN y K No.4 y S 1 (E) 2x4 S2 A AL Digitall si y Y00 Jin Kim ' Date: 013.11.25 11:03:25 -08,00, 12'-4" 1'— (E) LBW (E) LBW VIEW OF ��P2' RAFTER: (E) 2x8 16" O.C. SIDE VIEW OF MP1 RAFTER: �(E) 2x8 @ 16" O.C. *__��E CEILING JOIST: (E) None @ 16" O.C. A NTS CEILING JOIST: (E) 2x8 @ 16" O.C. NTS RIDGE: (E) 2x8 RIDGE BOARD RIDGE: (E) 2x8 RIDGE BOARD MAX SPAN: 9'-1" MAX SPAN: 12'-4" MAX LANDSCAPE STANDOFF X—SPACING: 64" O.C."(STAGGERED) MAX LANDSCAPE STANDOFF X—SPACING: 64" O.C. (STAGGERED) i PV MODULE PV MODULE J. 5/16 BOLT WITH LOCK INSTALLATON-ORDER 5/16 BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT (1) LOCATION, AND DRILL-PILOT HOLE. ZEP ARRAY SKIRT (6) HOLE. ZEP ARRAY SKIRT (6) _ SEAL PILOT HOLE WITH (4) (2) SEAL PILOT HOLE WITH (4) (2) POLYURETHANE SEALANT. ZEP COMP MOUNT C POLYURETHANE SEALANT. f ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. -ZEP FLASHING C (3) (3) INSERT FLASHING. ( (E) COMP. SHINGLE E) COMP. SHINGLE (1) (4) PLACE MOUNT. (1) (4) PLACE MOUNT. (E) ROOF DECKING U (2) V (E) ROOF DECKING (2)(5) INSTALL LAG BOLT WITHINSTALL LAG BOLT WITH , 5 16" DIA LAG BOLT � (5) Q5) _ . SEALING WASHER. 5/16" DIA LAG BOLT (5) SEALING WASHER. NTH SEALING WASHER LOWEST MODULE SUBSEQUENT,MODULES WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH 2-1 2" EMBED MIN) (6) INSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. ( / BOLT & WASHERS. E - E RAFTER O RAFTER#_5TA� CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-O 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E T SO FOR THE GODFREY, KAREN GODFREY RESIDENCE Justin Arbuckle • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'wow \ NOR MALL IT BE DISCLOSED IN WHOLE OR IN 54 ANSEL HOWLAND RD PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C 7.595 KW PV Array ,,SolarCity. ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES. CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b 24 st. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE'NAME SHEET. REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. SERTER: GE SE6000A—US 9787905504 T. (650)638-1028 F. (650)638-1029 STRUCTURAL VIEWS P V 3 11/25/2013 (888)—SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: THOMAS & BRETTS Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE# YGE-Z 60, ZEP Enabled ELEC 1136 MR SE6000A-US LABEL: A -(31)YINGLI # YL245P-29b GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 949 503 Inverter; 60 OW, 24OV, 97.57; w ZB; SE1000-ZB02-SLV-NA PV Module; 245W, 221.6W PTC, H4, 46mm, Black Frame, INV 2 Voc: 37.8 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL SolarCity �E) 200/2P MAIN CIRCUIT BREAKER Inverter 1 SOLARGUARD (E) WIRING CUTLER-HAMMER I METER CUTLER-HAMMER 4 A 1 DisconnectDC+ - - 200A/2P Disconnect 5 SOLAREDGE SE6000A-US DG Str ng(s)Of li On MP 1& (E) LOADS B C I B L1 ---------- ------------ -------- -- EGC ------------------� zaov I I 00 �40 LN GFPIGFCI DG I 3 - - 2 35A/2P E_GCI __ DC+ DC+ - GND _ _- ---- GND ------------- -GEC a DC- DG 15tring(s)Of200nMP1 A - EGC------------------� GND __ - --- --- B I O EGC- ------- �- 1 (1)Conduit Kit; 1" EMT. N EGC/GEC _ - o --- -- z z c� -- GEC TO 120/240V I. SINGLE PHASE I I UTILITY SERVICE Voc* = MAX VOC AT MIN TEMP OI (1)CUTLER-HAMM BR235 PV BACKFEED BREAKER B (2)CUTLER-HAMMER #DG222UR8 /f\ A (1)SdarCit 4 STRING JUNCTION BOX DC Breaker, 35A P, 2 Spaces Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R A 2x2 S850GS, UNFUSED, GROUNDED (2)Ground Rod; 5/8 x 8',Copper (2)CUTLER-IiAMMER #DG100N8 (2)ZEP !850-1196-001 Ground/Neutral Kit; 60-100A, General Duty(DG) Combiner Box Bracket; For ZEP, bottom mount only _ C SolarGuard Monitoring System PV (31)SPowerB x; # 0W,OP2 H4,LDC to C, ZEP,Z PowerBox; SOW, H4, DC to DC, ZEP, ETL Listed (1 AWG #8, THWN-2, Black 1 AWG 110, THWN-2, Block Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O I4N(I)AWG #8, THWN-2, Red O.PF (I)AWG 110, THWN-2, Red Vmp =350 VDC Imp=13.82 ADC O (1)AWG #10, Solid Bare Copper EGC Vmp -350 VDC Imp=7.6 ADC I�.LL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG #10, THWN-2,.Green EGC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-0)AWG #8,.THWN-2,.Greeq , . EGC/GEC.-(1)Gonduit.Kit;.3/4".EMT. . . . . . , , , . (1)AWG #10, THWN-2, Black Voc* =500 VDC Iscp=15 ADC O (2;AWG #10, PV WIRE, Black p Voc* =500 VDC Isc =15 ADC O�(1)AWG #t0. 1HWN-2,.Green. . EGC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `� (1)AWG #10, THWN-2, Red p 350 VDC Im 7.6 ADC 1 AWG 10, Solid Bare Copper EGC Vmp =350 VDC Imp=13.82 ADC PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 1 7 5 00 Justin Arbuckle ;solarCity.CONTAINED SHALL NOT BE USED FOR THEGODFREY KAREN GODFREY RESIDENCEBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 54 ANSEL HOWLAND RD 7.595 KW PV Arra NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C y PART TO OTHERS OUTSIDE THE RECIPIENT'S MaDu�s CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building 01 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b PAGE NAME SHEET: REV: DATE Marlborough, MA 50) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T. (650)638-105- F: (650)638-1029 PERMISSION OF SOLARaTY INC. '""�T°t� 9787905504 THREE LINE DIAGRAM PV 4 11/25/2013 (�)-�-Orr(�6s-2469> www.solarcitycam SOLAREDGE SE6000A-US solar - oo � 0 POEM hNq@gqjR All our inverters are part of SolarEdge's innovative system - over 97% efficiency and best-in-class reliability. Our fixed- designed to provide superior performance at a competitive voltage technology ensures the inverter is always working at its, VVu�:fJU L :J�� price. The SolarEdge inverter combines a sophisticated, optimal input voltage, regardless of the number of modules or digital control technology and a one stage,ultra-efficient power environmental conditions. conversion architecture to achieve superior performance (1Vt113 •TECHNICAL DATA SE3000A-US SE380OA-US SE5000A-US SE6000A-US - SE7000A-US - 52009208V 5200@208V Rated AC_ Power Output " 3000 3800 5000 6000@240V 6000@240V W " 6i' T• °, r_ - 6000@277V 7000@277V 5200@208V 5200@208V a4 tom;f '•+ _ - `� t�s�,,,l, ' . 'Max.AC Power Output 30003800 5000• 6000@240V 6000@240V W 6000@277V 7000@277V ". ►- 4 ° r AC Output Voltage Min:Nom:Max. 183-208-229/211-240-264 183-208-229/211-240-264 /244-277-294 Vac AC Frequency Min:Nom:Max. 59.3-60-60.5 Hz VVV - t "`S.y � = � -�r+^r ;�? 9 ':`.<,•,�` t'. Max:Continuous Output Current@208V ^14.5 18.5 1 24 25 25 A 7VAI „. *. a L# rf {fy K ` q Max.Continuous Output Current @240V 12.5 16 1 21 25 1 25 A ;* r Max.Continuous Output Current @277V 18.5 22 25 A cti 1 �. //jJ r `t GFDI 1 UtilityMonitoring,Islandin Protection,Country Configurable Thresholds Yes €.R ,�»� K +tR• `G✓ s g, g y g .� is �✓ tVB° _ e� ' Recommended Max.DC Power*(STC) 3750 4750 6250 7500 8750 W �q r �`r �,.: :'• Transformer-less,Ungrounded Yes �••� ?� ..� ' n *' '� , a9 Max.Input Voltage _ 500 Vdc / • �� • -tit. +•� - .. w,._,-y r ` ` ` • Nom.DC Input Voltage - - 325 @ 208V/350 @ 240V/400 @ 277V - Vdc �,9,. uS• t .., « a. , �`yr�k "` ~^o �t .', • ,; •,t> - Max.Input Current 10 12.5 16 18 18.5 Adc +��„` r { t" a4- Reverse-Polarity Protection - - Yes - • Ground-Fault Isolation Detection - - 600kQ Sensitivity 1 ruff+ Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 98.3 �. `-4 '_ '•` ` ',. .„K ,. `� �f -- 97 @ 208V/ 97.5@ 208V, 240V 97 @ 208V/97.5@ 240V/i ncy CEC Weighted Efficiency 97.5 % 97.59 240V /98 @ 277V 98 @ 277V Nighttime Power Consumption - <2.5 W • ° Supported Communication Interfaces RS485,RS232,Ethernet,Zigbee(optional) Safety 1.11-1741,IEC-62103(EN50178),IEC-62109 Grid Connection Standards Utility-Interactive,VDE 0126-1-1,AS-4777,RD-1663,DK 5940,IEEE1547 Emissions FCC part15 class B,IEC61000-6-2,IEC61000-6-3,IEC61000-3-11,1EC61o00-3-12 RoHS Yes _ The only inverters specially designed for distributed DC architecture71 nc output 3/4"Conduit a Superior efficiency(97.5%). DC Input 3/4"Conduit Dimensions(HXWXD) 21x12.5x7/ 21x12.5x7.5/540x315x191 n/mm a Small,lightweight and easy to install on provided bracket g .arf,. • 540 x 315 x 172a Built-in module-level monitoringDimensions with AC/DC Switch(HxWxD) 30.5 x 12.5 x 730.5 x 12.5 x 7.5/775 x 315 x 191 n/mm . 775x315x172a Communication t0 Internet via Ethernet Or WlreleSSJ j weight 42/19 45/20.5 lb/kg a Outdoor and indoor installation Weight with Switch 48.5/22 52/23.5 Ib/kg y r � 1' Cooling Natural Convection " a Integral AC/DC Switch I ¢ Min.-Max.Operating Temperature Range -4/-20(CAN version-40/-40)to+140/+60 'F/'C Protection Rating I NEMA 3R •Higher input DC power may be,stalled:analyze ream ac pano-once. cO- �: ••The following Part Numbers are available(CAN PNs are eligible for tre Ontario FIT and mlcmFlT): Q^SRGC 208/240vrn opmtingtempdF/20C:SE3000AUS.SE3800hUS,SES000AUS,SE6000A.US.SE7WO"S "� ^„Y - 277V,min.operating temp-4F/-2OC:SE5000A.US.SE6000A-US.SE7000A.US 208/24OV,min.operating temp.40F/.40c:SE3000kUSXAN,SE3800A.US-CAN,SE5000A.USCAN.SE6000A.USCAN , 277V,min operating mma, OF/-40C:SE5000A.US.CAN,SE6000A.US.CAN.SE7000A1ISCAN a USA a Germany a Italy a France a Japan a China a Israel solar-e _ arc//��I/-) Iy /1 �` Tr www.solaredge.eom architects of energy- I I 1`ects o I energy- m SolarEdge Tecbnomite s.Inc.20042012.All rights reserred.SOIAREDGE.tbe SolarEdge logo,ARCHITECTS OF ENERGY and OPTIMIZED BY SOIAREDGE are trademarks or registered trademarks of Sola Edge Technologies.Inc.All other trademarks mentioned here[,are trademarks of their respective owners.Date:06/2012.V.03.Subjea to orange without notice. OP250-LV OP300-MV solar=oo .- , ; " • t; 1 1 , 1 1 0 OP400-EV OP400-MV 1• HIGHLIGHTS a Module level MPPT-optimizes each module independently a Lower installation costs with faster design, less wiring, DC a Dynamically tracks the global maximum operating point for both disconnects and fuses modules and PV inverter m Easy and flexible installation-use the same installation methods a Module-level monitoring for automatic ihodule and siring level as exist today fault detection allowing easy maintenance a Allows parallel uneven length strings and multi-faceted �f� o Electric arc detection-reduces fire hazards installations 0 0 1 1 0 a Unprecedented installer and firefighter safety mode-safe module a Allows connection of different module types simplifying inventory voltage when inverter is disconnected or off considerations a Connection of one or more modules to each power optimizer a Immediate installation feedback for quick commissioning TECHNICAL DATA , rR t " OP250-LV OP300-MV/013400-MV OP400-EV(Q4 2011) • ri - g, • t ,w• ;- x r-+K•. Rated Input DC power 250 300/400 400` W r Absolute Maximum Input Voltage(Voc) 55 75 125 Vdc g x �'��s''t; �,i �' *" ' •'.;M MPPT Operating Range 5-55 5 75 60-125 Vdc Maximum Input Current 10 10 5.5 Adc - M Reverse-Polarity Protection Yes z F f. Maximum Efficiency 99.5 �° r tiR fey J y`� y47F... , ° European Weighted Efficiency 98.8 /° 3 `z...r. r;, �y'� # (,� 7 � �,* '�• :..' ": :'a a '� y+x�' .• :' CEC Weighted Efficiency 98.7 „� Inductive Lightning Pr�= otection 1 m/ft ervoltage Category 11 OMMM t .k �z r.',#�- ;.: P ( �.- , '. Output Current 15 Adc Maximum 0 k y. • - .- s+: .. 1 1. n� x,- 4 f_'' -y••'W' 1 a Yt:w�� .., ,�} `i Utp _�, M t t ,• + k .' �ti '� Operating Output Voltage 5-60 Vdc j , Total Maximum String Voltage(Controlled by 500 Vdc a_+, :a ��al3 ' ` r .+ Inverter) US and EU 1-ph r , ' ° *"4 i,°a { Total Maximum String Voltage(Controlled by Vdc ' ' ' +R ` Inverter)-EU 3-ph 950 b2 M ae: T w � �, • � � s� '+' '� y s .vV �.r� M1, y �� Safety Output Voltage per Power Optimizer � Vdc T M i y R ' x � " '. r ,x' 2 a w ,� Minimum Number of Power Optimizers per g(1-ph system)/16(3-ph system) W r s *� r s • ? ' i String(1 or More Modules per power optimizer) A SUPerIOr approach t0 maximizing the throughput Of PhOtOVOIta1C Maximum Number of Power optimizers per Module power dependent;typically 20-25(1-ph system) / String(1 or More Modules per power optimizer) 45-50(3-ph system) systems using module embedded electronics Parallel Strings of Different Lengths or Yes Orientations - r••r r a Up to 25%increase in power output EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 a Superior efficiency(99.5%)-peak performance in both mismatched and unshaded conditions Safety IEC-62103(class II safety),UL1741 Material UL-94(5-VA),UV Resistant n Flexible system design for maximum space utilization RoHS Yes a Next generation maintenance with module level monitoring and smart alertsN=4 + ��, � Qow�o•,. Dimensions(WxLxH) 120x13Ox37/4.72x5.11x1.45 mm/in o Unprecedented installer and firefighter safety Weight 450/1.0 gr/lb t 25-lears < Output PV Wire 0.95 m/3 ft length;6 mmz €, ;MC4 �ntY E�oW� ,ta Input Connector MC4/Tyco/H+S/Amphenol-H4 Operating Temperature Range -40-+65/-40-+150 C/°F Protection Rating IP65/ a The most cost effective solution for residential,commercial and Relative Humidity 0-100 4 100 large field installations USA 900 Golden Gate Terrace,Suite E,Grass Valley CA 95945,USA c Ln° C E solar-• • Germany Bretonischer Ring 18,85630 Grasbrunn(Munich),Germany CIY - Japan B-9 Ariake Frontier Building,3-7-26 Ariake,Koto-Ku,Tokyo 135-0063,Japan architects of energy Israel 6 HeHarash St.PO.Box 7349,Neve Neeman,Hod Hasharon 45240,Israel wwwsolaredge.com ®SolarEdge Technologies,Inc.2009-2011.All rights reserved.SOLAREDGE,the SolarEdge logo,ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of architectsof en e rgyTM SolarEdge Technologies,Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:09/2011.Subject to change without notice. I: SolarCity SleekMountTM — Comp 5 SolarCity SleekMountT"" —'Cohlp " 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 ,1 aesthetics while minimizing roof disruption and Q Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and • Interlock and grounding devices in system UL listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition of array trim and a lower profile all contribute • Interlock and Ground Zep ETL listed to UL 1703 �� 1,A ice Q Seal pilot hole with roofing sealant to a more visual) appealing system.SleekMount as"Grounding and Bonding System" O , Y PP 9 Y � Insert Comp Mount flashing under upper utilizes ZepCom atibleT"' modules with k P •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Zep Solar standoffs, effectively eliminating the __ ®,Place Comp Mount centered need for rail and reducing the number of •Painted galvanized waterproof flashing - _ upon flashing 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 ---r— Secure Leveling Foot to the Comp Mount �,-using machine Screw ��. Place module O Components Q5/16"Machine Screw © Leveling Foot © Lag Screw < OD Comp Mount �- Comp Mount Flashing oOi %XNarCoty® January 2013 Oz pOMPN�� \IV U� LISTED January 2013 YL250P-29b ® YGE - Z 60CELL SERIES YGE - Z 60 YL245P-29b Powered by YINGLI YL240P-29b YING -OLAR CELL SERIES YL235P-29b _ f 1 \ ELECTRICAL PERFORMANCE GENERAL CHARACTERISTICS YL230P-29b U.S.Soccer Powered by Yingli Solar Module type I YL250P-29bp YL245P-296 IYL240P-29bq YL235P-29b;YL230P-29b Dimensions(L/W/H) �64.96 in(1650 mm)/38.98 in(990 mm)/ Power output I P.w W 250 245 240 1 235 ( 230 .81 in((2 5 k Power output tolerances piGR- W -n/ 5 Weight f 45.2 16s 0ig)�T_ • Ideal for residential Module efficiency I tlm % 15.3 150 ;l 1144.7 14.4 14.1 Voltage at P. P V vv� V 30.4 30.2 ( 29.5 I 29.5 +, 29.5 and commercial applications where cost savings, Current at Amax _ I p A 8.24 8„ �_814 '_ 797 ,j 7.80 _ PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open-circuit voltage V« q V 38.4 37.8 N 37.5 iT37.o 37.0 Number of modules per pallet p z2 Short-circuit current I 1. j A 8.79 8.63 8.65 I 8.54 I 8.40 Number of pallets per 53'containers 36 STC:1000W/m2 inadiance,25°C cell temperature,AM1.5g spectrum according w EN 60904-3 g�g Packa 'n box dimensions(LIW/H)�- 67 in(1700 mm)/45 in(1150 mm)/ .• • Average relative efficiency reduction of S.0%at 200W/m=according to EN 60904-1 47 in(1190 mm) Lower balance-of-system costs with Zep NIN1111 Rip •:- • Box weight 1076lbs(488 kg) Compatible'"frame. Power output Pma. W 181.1 177.9 M 174.3 � �26.6 167.0 - Reduce on-roof labor costs by more than 25%. Voltage at Pm. vm„ v v.6 27.2 26.6 26.6 Units:inch(mm) Current at Pm,. Imvv A 6.56 6.54 � 6 56 l . 6.29 38.98 990 0 Leverage the built-in grounding system- Open-circuit voltage V•. V 35.4 34s N 34.2 �1 33.8 33.8 1.81(46) if its mounted,it's grounded. 36.as 936) Short-circuit current I _ A 7.12 6.99 7 01 s 6.92 6.81 Lower your parts count-eliminate rails,screws, mounting clips,and grounding hardware. NOCTo pen-circuit module operation temperature at800W/m=nadian e,20°Cambienttemperature,I /s wind speed m THERMAL CHARACTERISTICS Design and permit projects easily with access 46+/-z g p p j y Nominal operating cell temperature NOCT °c to layout calculator and stamped drawings. Temperature coefficient of Pm.. Y %/°C -0.45 rw �. • -I the O 0 Temperature coefficient of V« 0w° %/°C -0.33 Lower installation costs with savings across Temperature coefficient of I %PC 0.06 Grounding holes e equipment and labor. Temperaturecoeffraentofvm, 0.m„( /°c ' 0.45 1 Minimize roof penetrations while maintaining the system's structural integrity. OPERATING CONDITIONS Mounting holes Max.system voltage 600voc ' 4-0.256x0.315(6.5x8) Invest In an attractive Solar array that Includes _ a black frame,low mounting profile,and COMPN Max.series fuse ratingDmim,1sA e holes aesthetic array skirt. Limiting reverse`"'rent 'SA 8-U.1290.315(3x8) V c c Increase energy output with flexible module Operating temperature range 40to194°F(-40to90°C) N layouts(portrait or landscape). W;,Ap Max static load,front( g snowand wind) - 50 p f(2400 Pa)_ - -_ - -` 3.94(100) Trust in the reliability and theft-resistance of Max.statesload,b k(e.g.,w d) -50psf(2400Pal ,'0.47(12) the Zep Compatible'"system. Leading limited power warranty*ensures I Hailstone impact ' 1 in(2s mm)at sl mph(23 m/s) - 91.2%of rated power for 10 years,and 80.7% -- 0fratedpowerfor25years.�+q Y CONSTRUCTION MATERIALS I 1 SECTION C-C AC SOLUTION OPTION Front cover(materiaVtype/thickness) Low-iron glass/tempered/3c min 11 % ng [e] The YGE-Z Series is now available as 10-year limited product warranty. Glass mayhaven/multicryst Mine an Enphase Energized'"AC Solution. Cell(quantity/materiaVtype/dimensions/ 60/polysJicon/mul crys all ne/ i nphase area/b of busbars) 156 mm x 156 mm/243.3 cm=/2 or 3 This solution delivers optimum� '� *In compliance with our warranty terms and conditions. Encapsulant(material) Ethylene vinyl acetate(EVA) 1 38(351 performance and integrated intelligence. Frame(material/color) The Enphase M215-Z Zep Compatible Microinverter (material/color) Anodized aluminum array/black Warning:Read the Installation and User Manual in its entirety • • Q Junction box(protection degree) zIP65 before handling,installing,and operating Yngli modules. is designed to connect directly into the Z Series module i Cable(type/length/gauge/outside diameter) Pv Wire/43.31 in(1100 mm)/12 AWG/0.244 in(6.2 min) groove,eliminating the need for tools Or fasteners- ° all with one easystep. UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008, Plug connector Amphenol/H4/IP68 Our Partners p 1 ISO 14001:2004,BS OHSAS 18001:2007,SA8000 (manufacturer/type/protection degree) - !I s"e°a 1 The specifications in this datasheet are not guaranteed and are subject to change without prior notice. 1 UL us Q���, This datasheet complies with EN 50380:2003 requirements. Intelligent real-time cvHolowaE�o monitoring at the system 44DB _--•• - and module level with Enlighten. Yingli Green Energy Americas,Inc. info@yingliamericas.com Tel:+1 (888)686-8820 YIN -IS SOLAR YINGLISOLAR.COMMS NYSENGE Y I N G L I S O L A R.C O M/U S I Yingli Americas ®Yngli Green Energy Holding Co.Ltd. I YGEZ60CeIISeries2012_EN_201206_V01 U.S.Soccer Powered by Yingli Solar CENTER VILLE GRAPHIC SCALE pLD sT�G� 20 10 20 40 80, C.B. C� (� ( IN FEET ) Q 1 inch = 20 ft. T 0 LOCUS ,. C.B. � LOT 28 w ASSESSORS .LOT 228 Q, LOCUS MAP CONC. ' o� 1 1 #54 /1 1 1 1 1' PAD /O / // ,,� �, ` /�• PLAN REF. 343 85 � , ,,,,, RES. ZONE RC ,111111111111;;' FLOOD ZONE. "C" ASSESSORS MAP 172 PROPOSED ti ADDITION PLOT PLAN OF LAND LOCATED IN.. CENTER VILLE MA. BULKHEAD PREPARED FOR. 60 oo LA. URA HILF PAUL o A. MERITHHE LOT 29 ® �1p,crsrE��° �� ASSESSORS S JANUARY 11, 1997 LOT 229 ,,� oyA� LR�®S�Q` LOT 30 AREA= 16, 700fS.F. ASSESSORS LOT 230 YANKEE SURVEY CONSULTANTS I CERTIFY THAT THIS SURVEY AND IN AC N ACCORDANCE WITH THE PROCEDURALANDR UNIT 1, 40 INDUSTRY ROAD TECHNICAL �E MADE � P. O. BOX 265 STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN T OMMONWEALTH OF MASSACHUSETTS. �� MARSTONS MILLS, MASS 0�648 ire, ( 29 9 7 TEL: 428—0055 FAX 420—5553 PA UL A. MERITHEW, P.L.S. IDATt J# 51153 GGM