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0057 PHEASANT HILL CIRCLE
5� ��le�rs��r�// G��'�l� ,Cor�a� �� -ao� -�a 6 � �. 0 TempParcelEdit Page 1 of 1 e �vk' f L �k✓" xw�` 'Yran 3 ''°.es �J. � g Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1002 002 106 Street Number: 57 Unit Dev Lot LOT 106 Road Name: 'PHEASANT HILL CIRCLE 'fi T/R: Sec. Road: T/R Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) ............ Date Added: Updated: ll d tee pelete Add Aliother` , httn•//iscnl?/TntrnnPt/Prnnrlato/TPmnParnPlFrlit.a.qnx?TT)=Adii 1/16/2008 Town of Barnstable Building Department - 200 Main Street BARNSTABLE. Hyannis, MA 02601 MASS 9� 16g9. (508) 862-4038 �Fo�a Certificate of Occupancy Application Number: 201300717 CO Number: 20130084 Parcel ID: 002002106 CO Issue Date: 08/06/13 Location: 57 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r TOWN OF BARNSTABLE . � � I d ' ng . 201300717 BARNSTABLE, + Issue Date: 02/27/13 Permit MASS. p 1639. �� Applicant: BAYSIDE BUILDING,INC tFD�A Permit Number: B 20130392 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date 08/27/13 E cation 57 PHEASANT DILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME . Map Parcel 00200 106 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 3 BEDROOM AND 3 1/2 BATH WITH AN ATTACHED 2-CAR GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO.000UPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARILY P R T ENCROACHMENTS ON PUBLIC PROPERTY NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY' DEPTH GRADES AS WELL AS H AND LOCATION OF PUBLIC SEWERS MAY BF OBTAINED FROM THE DEPARTMENT,OF PUBLIC WORKS:,THE IS SUANCE OF THIS PERMIT DOES NOT,RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION::, RESTRICTIONS + MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED.PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR'ELECTRICAL,PLUMBING AND MECHANICAL INWALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS.APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORSDO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). TO 6 ® OM THE STIMEY .' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS l3 Y3i�_r sti �3 6 3 1 Heating Inspection Approvals Engineering Dept Fire De t 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel p� plication # Health Division Date Issued O Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 5 Gzn f ftl Village U vi'l Owner u 6 AddressNff)QmC( G 1� Telephone ax — _I 1� -I "1 4 Permit Request sb�1(41�6 0 O � S . & KW 1 DY�I 6 0�tOV Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ,/ Flood Plain Groundwater Overlay y Project Valuation 2 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 o Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wooQt,�.al stover;❑e ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑Qe sting O"ew maize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: _- fall Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ra uro Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION T4 (BUILDER OR HOMEOWNER) Name : Aeklephgone Number �� y (�J 0 I y�`�► Address�u L4 "Ivy License # 0"4 Home Improvement Contractor# (oq F.mal ® Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T03�S A 0 SIGNATURE DATE �' S FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 2Z DATE CLOSED OUT ASSOCIATION PLAN NO. 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): The Boston Solar Company Address: 10 Churchill Place City/State/Zip: Lynn MA 01902 Phone #: 617 858 1645 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 2 4. ❑ I 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 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 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' comp. insurance required.] 13.®Other SOIar inStallation *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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Policy#or Self-ins.Lic.#: WC2-31 S-384393-013 Expiration Date: 1/14/14 Job Site Address: 57 Pheasant Hill Cir City/State/Zip:Cotuit MA 02635 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 certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 9/24/2013 Phone#: 617 858 1645 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#: 09/09/2013 20:36 17815955820 AMBROSE INSURANCE PAGE 03/03 CERTIFICATE CERTIFICATE OF LIABILITY INSURANCE 9/10/2013 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 policv0e9)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condloons of the policy,certain policies may require an endorsement. A statement on this Certificate does not confer rights to the certlfleate holder In lieu of such endorsement S. PRODUCER Ambrose Insurance Agency, 2>no, -NAME; 56 Central Ave. 781 592-8200 AlcNo;781-595-5820 Lynn, MA 01901 A604 ss; INSURM01 AFFOROING COVERAGE NAICN INSURER A;Colon INSURED The.BOs ton Solar Co, , LLC. INSURER 8,Safety d/b/a Boston Insul&Uon INSURER C;Nat onal Union Flvo of kit urg 10 Churchill Pl. INSURER D;Liberty Mutual Lynn, MA 01902 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 T14E 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, INBR POLICY NUMBER LTR TYPE OF INSURANCE - GENERAL LIABILITY MM/OOMM10 LIMIT$ lE 000 $ 1000 X COMMERCIAL GENERAL LIABILITY EACH OCCURR . PRE ISE9 Ee ac'%once $ 100 OOO CLAIMS MADE OCCUR _ MED EXP(Am ww Person) S 5,000 A - y GL4046208 2/14/132/14/14 PERSONAL&ADVINJUFtY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN't.AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/DP AO© $ 2,000,000 POLICY X PRO" LOC l AUTOMOBILE LIABILITY Ee $ Acclaent $ 1,000,000 ANYAUTO BODILY INJURY(Pnr PAMml1) $ ALL OWNED SCHEDULED g AUTOS X AUTOS Y BODILY INJURY(Per Accident) $ X HIRED AUTOS X NON--OSWNED 6216592 1/23/131/23/1 $ Pnr accldgnt UMBRELLA LIAR $ X OCCUR EACH OCCURRENCE $ 5,000 000 C x EXCESS uAB CLAIMS-MADE Y AGGREGATE $ S,000 000 DED RETENTION,$ EBU067910167 2/13/132/13/14 WORKERS COMPENSATION $ AND EMPLOYERS'LIASILnY W U'fH- ANY PROPRIETORIPARTNEWr� P,�ITI�IL7 YIN Y R3 D OPRCERNEER EXCWPFD7 F—v1 y I NIA F.L.EACHACCIDENT $ 1,000,000 I�ga"inNM L:J WC2-�31S-394393-013 1/14/131/14/14 ItYyaa E,L,DISEAS;:•EA EMPLOYEE R 1r000 000 s,deserine under DESCRIPTION OF OPERATIONS below E1 DISEASE-POLICY LIMIT $ 1,000,000 )ESCRIPTION OF OPERATIONS!LOCATIONS lvEancLSs Add h ACORD 101( ,Adtlillenal Remarks SUhodulo If'mo re space is required) insulation Contractor '.ERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn. : Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Barnstable, MA .02601 AUTHORIZED REPRES TIVE� '01.8$8-2010 ACORD CORPORATION. All rights reserved, 1CORD25(20i0/013) The ACORD name and logo are registered marks ofACORD �e Cparrvrrzovecue�ill/a�Ulftrs�ac/udnd,`.f _ _ . Office of Consumer Affairs&Business Regulation License or registration valid for individul use only '20ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: — egistration: 169698 Type: Office of Consumer Affairs and Business Regulation xpiration 7Q7112015.1 Corporation 10 Park Plaza-Suite 5170 t�1 6 =d .-, Boston,MA 02116 THE BOSTON SOLAR COMPANY INC. ROMAIN STRECKER-t'�Li 10 CHURCHILL PLACE`,.,'i LYNN,MA 01902 Undersecretary Not valid.without signature Massachusetts -Department of Public Safety Board of Building,Regulations and Standards Construction Supervisor License: CS-096385 ROMAIN D STREE`ICE 10 CHURCHD,L BLA", .+• ,= LYNN MA 0190E , Expiration Commissioner 10/08/2014 j f . dj� wgl&j4t��� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration r � t } i Registration: 169698 Type: Supplement Card Expiration: 7/27/2015 THE BOSTON SOLAR COMPANY ARIANNA LAVITA 10 CHURCHILL PLACE t a LYNN, MA 01902 � {ter Update Address and return card.Mark reason for change. Sca 1 « 20M-05/11 0 Address Renewal Employment 0 Lost Card �e �parrunzo�ruueal�a�Ci�occ�c�eC� ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration 169698` Type: 10 Park Plaza-Suite 5170 Owl ExpirationL7�27/2015L Supplement Card Boston,MA 02116 ;. THE BOSTON SOLAR_COMPANY;'INC. ARIANNA LAVITA 10 CHURCHILL PLACE m" g- �� — tYNN,MA 01902 Undersecretay 4,,fidwithout signature o „ p next step living r , September 19, 2013 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 RE: Francis Murphy Residence-Solar Panel Installation 57 Pheasant Hill Circle(Lot 106) Cotuit, MA 02635 Structural Assessment of Roof Framing NSL Project No: SP11334 Dear Sirs,. Next Step Living,Inc.has performed a limited structural evaluation of the roof framing at the above referenced site to.d.etermine if the roof has adequate capacity to support proposed solar PV panels.This analysis has been based on field measurements,framing information and configurations observed.at the proposed site.The existing residence,is located at 57 Pheasamt Hill Circle,Cotuit, MA 02635. Structural Data and Code Information Our analysis has been performed'in accordance with the requirements of the.MA Residential Building _ Code 780 CMR—Eighth Edition.The main roof of this residence is framed with conventional roof rafters with collar ties in a gable configuration.The existing roof structure is in good condition and currently has one layer of asphalt shingles as roof covering. The pertinent'data is listed below: Main Roof i Rafters:1 Y4"x 9 YV(#2 Spruce Pine Fir) Rafter Spacing:16"on center Roof Slope: 45 Degrees . Horizontal Projected Length of Rafter:12.5 feet Ceiling Joists:Present Collar Ties: Present every rafter Roof Sheathing:Plywood sheathing Roof Covering: Asphalt shingles Condition of Framing: Good Ground Snow Load,Pg: 30 PSF from Table R301.2(5) Importance Factor,I: 1.0 , Exposure Factor,Ce: 1.0(Partially Exposed) Thermal Factor Ct: 1.0 existing condition(Warm Roof) 1.1 with panels(Cold Roof) "d 21 Drydock Ave 2Floor Boston, MA 02210 Francis Murphy Residence Solar Panel Installation 57 Pheasant Hill Circle Lot 106 Cotuit,MA 02635 Page 2 Design Snow Loads: 13.13 PSF(Existing—Unobstructed Warm Roof) 9.62 PSF(New Condition—Slippery Surface on Cold Roof) Basic Wind Speed: 110 MPH from Table R301.2(4) Importance Factor: 1.0 Exposure: B Analysis Results General The proposed solar panels impose a total weight of approximately 3 pounds per square foot(PSF)on the roof surface.The International Residential Building Code allows up to two.(2)roof coverings on a residential dwelling.Each roofing layer of asphalt shingles imposes a dead load of 2.5 to 3.0(PSF)on the roof. Because,the existing roof has only one layer of shingles,the code allows a second layer to be added without analysis.The weight of the second layer of shingles is approximately.the same as the solar panels which will be installed instead of the second layer of shingles. Solar panels are considered a slippery surface and are mounted a_small distance above the existing roof.. Therefore,one would be cautious in considering a thermal factor,.Ct,of 1.1,treating the panel surface as a cold roof,rather than a warm roof.After considering the roof slope.factor,Cs,from figure 7-2,ASCE 7-10,the snow load is reduced by 27%for the main roof compared with the snow loading on the existing shingled roof,which is not considered a slippery surface.The reduction in snow load due to this consideration is about 3.51 PSF for the main roof,which essentially offsets the weight of the solar panels. Gravity loading: Given the size,spacing and configuration of the existing roof framing,we have determined that the existing faming for the residence is adequate to support the additional loading from the weight of the . solar—electric system,including the panels, racking system,and all connections without any need for additional bracing or framing members. The panels will be installed using Unirac Solar Mount rails with L-brackets in either a Landscape or portrait configuration with a rail toward the top and bottom of each panel edge.The L-brackets will be fastened directly to the roof rafters with 5/16"diameter lag screws.The fastener layout shall start near each corner and for landscape orientation shall have a maximum spacing of 36"on center parallel to the. roof slope and 48"on center perpendicular to the slope(e.g.,every third rafter),or for portrait orientation shall have a maximum spacing of 42"on center parallel to the roof slope and 32"on center.. perpendicular to the slope(e.g.,every other rafter). Each 5/16"diameter lag screw shall have a minimum of 2.5"thread penetration into the existing rafter. It is also important that the L-bracket attachment locations be staggered between adjacent rails so that no single rafter supports more load than under the existing conditions. Francis Murphy Residence Solar Panel Installation 57 Pheasant Hill Circle(Lot 106) Cotuit,MA 02635 Page 3 Wind Loadine: Provided the L-bracket attachments to the roof are made in a typical staggered pattern,the overall wind loading imposed on the structure will.not be impacted to any great extent.The net wind loads on the roof framing with attachment spacing as described above will be less than the current loading on the rafters: Conclusions: Our evaluation of the proposed solar-electric.installation has established that the roof framing is adequate to support the addition of the solar panels to the existing roof as indicated on the Solar PV plans.We have only reviewed the adequacy of the connection to the existing rafters and the capacity of the existing rafters to support the vertical and lateral loads from the solar electric system.We do not take responsibility for any other portion of the solar panel array support system,the existing roof framing construction;or the integrity of the structure as a whole. Do not hesitate to contact my office at 866-867-8729 should you have any questions or if you require any additional information: l i Respectfully, Next Ste k bp OB I Dean A. E. MA Prof.Eng. License#50405 r next steptivieng ' Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT Owner: Francis Murphy 2 (the "Owner") Address: 57 Pheasant Hill Circle (lot 106) ,Cotuit MA , (the "Property") Date: 8/22/13 This Solar Photovoltaic System Installation Agreement(this"Agreement")is entered into effective as of the later of the parties'signatures hereto by and between Next Step Living Inc.,21 Drydock Avenue,2nd Floor, Boston,MA 02210("NSL")and the Owner,who is the owner of the Property.Any initially-capitalized terms used and not defined in the body of this Agreement shall have the meanings set forth in the Next Step Living Solar Proposal attached hereto(the"Attachment"). 1. THE WORK, STANDARDS AND CHANGES. NSL shall perform work, provide the Services,supply such Equipment and furnish such other materials, supplies and other items as it determines are required to install the System described in the Attachment (the"Work").NSL will perform or cause its subcontractors to perform the Work in a good and workmanlike manner, using new materials of good quality, in accordance with prudent industry standards and practices. NSL shall not make any changes.in the Work other than those described in the Attachment, unless agreed to in writing by the Owner. 2. REQUIRED PERMITS The following building permits are.required: Building And Electrical It is the obligation of the contractor to secure such permits as the homeowner's agent and any costs which contractor will incur in doing so are included in the price for this job as set forth above. Please note that homeowners who secure their own permits or deal with unregistered contractors are excluded from the Guaranty Fund provisions of Massachusetts General Laws Chapter. 142A(the"Home Improvement Contractor Law.") Contractor: Owner: Date: 8/22/13 Date: 8/22/13 -8/22/2013 2:24.PM Solar Calculator MA V6.3 Francis Murphy 2 1 of 12 next step living p Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT 3. TIME FOR PERFORMANCE NSL shall perform or shall cause its subcontractors to perform the Work diligently,without unnecessary delays or interruptions and in a timely manner until completed. NSL or its subcontractors shall use reasonable efforts to start and complete the Work according to the timing described in the Attachment. 4. INSURANCE AND LICENSING. NSL represents and warrants to.the Owner that NSL or its subcontractors performing the Work shall be licensed as required by applicable law and shall hold insurance coverage required by law and normally maintained by pru dent contractors in NSL s fie ld, including, but not limited to workmen's m compensation for all employees who will perform the work. NSL is registered as a home improvement contractor and construction supervisor with the Commonwealth of Massachusetts Office of Consumer Affairs and Business Regulation, 10 Park Plaza,Suite 5170,Boston, MA 02116. NSL's registration number is 162111. 5. DEPOSIT; NONREFUNDABLE UPON DESIGN DELIVERY 5.1. Owner shall pay a deposit in the amount of Five Hundred Dollars($500) (the"Deposit")upon signing this Agreement. 5.2. If Owner provides and delivers NSL a completed Notice of Cancellation within three(3) business days after the date of this Agreement,NSL shall refund and return the Deposit in full to the Owner not later than 10 days after its receipt of such Notice of Cancellation. 5.3.THE DEPOSIT SHALL BECOME NONREFUNDABLE UPON NSCS DELIVERY TO THE OWNER OF THE FINAL DESIGN FOR THE SYSTEM.Owner realizes that NSL will spend time and money evaluating the Property, designing the System and preparing for the Work. 8/22/2013 2:24 PM Solar calculator MA v6.3 Francis Murphy 2 2 of 12 next steptivi.n.g Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT -6. PURCHASE PRICE; PAYMENT SCHEDULE 6.1.The total price for the Work,after applying a reduction under Section 7, below, if any, is $44,762.00 (the"Purchase Price").The Purchase Price includes the Deposit and includes any and all sales taxes and any other taxes and charges imposed upon the Work. 6.2 Owner shall pay the Purchase Price in four payments as follows: Payment Amount Project Milestone Engineering Deposit $500.00 Signing Equipment Security $14,606.46 Engineering Approval Installation $25,229.34 Installation Complete System Turn On $4,426.20 System Turn On . Total of Payments. $44,762.00 4 Any late payment will incur a late fee("Late Fee")equal to the lower of(a) 1.5%of the amount due under each Payment more than 10 days past due and (b)the maximum rate permitted by applicable law. The Late Fee is an administrative charge to compensate NSL for costs we incur as a result of late payments by Owner. It is not an interest or finance charge. If Owner disputes any payment,Owner must pay the full . amount due and notify NSL of Owner dispute. If an Owner dispute is resolved in Owner's favor,NSL will refund the relevant amount within 30 days after resolution of the dispute. Owner Initials: 8/22/2013 2:24.PM Solar Cdtculator MA V6.3 Francis Murphy 2 3 of 12 next stepliving Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT 7. REDUCTION TO PURCHASE PRICE EQUAL TO REBATE: ASSIGNMENT OF REBATE In certain circumstances,where it is beneficial to the Owner to secure financing,the Owner may agree to assign to NSL the right to receive and retain the rebate in consideration of a reduction to the Total Price equal to the amount of the rebate. By signing in the space below in this paragraph,the Owner hereby irrevocably assigns to NSL the right to receive and retain such rebate and NSL hereby provides in exchange a reduction in the Purchase Price equal to $0 In the event NSL is to receive the rebate,the Owner agrees to provide all required support to receive the rebate. Owner: 8/22/13 Date: 8. TAX CREDITS, REBATES AND SRECS As between NSL and the Owner,Owner shall be entitled to receive and to claim any and all rebates, solar renewable energy certificates("SRECs"),state and federal income tax credits, net metering credits and any other benefits associated with Owner's ownership and use of the System(collectively, "Benefits"). NSL shall provide Owner with such documentation and information that, in its experience, is likely to be required in order for the Owner to apply for and receive such Benefits. Owner shall have the sole responsibility of making any application for any such Benefits. Except as described in Section 7, above, if applicable,the Purchase Price has not been adjusted to include the value of any such Benefits and Owner is obligated to pay the entirety of the Purchase Price whether or not it is eligible for or ultimately receives any value from the Benefits. NSL shall have no obligation and assumes no responsibility to apply for or collect any Benefits on Owner's behalf nor has NSL made any representation or warranty to Owner with respect Owner's eligibility to receive,or the value of any such Benefit. In all cases,Owner agrees to consult with the relevant governmental officials and Owner's professional tax preparer when evaluating Owner's eligibility for and the financial and tax consequences of receiving Benefits.The Attachment includes a summary and estimate of the Benefits which may be applicable to the System,plus the estimated net cost to Owner after application of such financial incentives,contingent in each case upon the Owner receiving or being eligible to receive such Benefits. 8/22/2013 2:24 PM Solar Calculator MA V6.3 Francis Murphy 2 4 Of 12 next step� P living Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT 9. OWNER CANCELLATION RIGHTS In addition to the Owner's rights under applicable law,as indicated on the Notice of Cancellation attached to this Agreement,Owner shall have the right to cancel and terminate this Agreement in full by delivery written notice to NSL at any time before the day that is twenty(20)days after NSL's delivery of the final design for the System. If Owner cancels and terminates this Agreement under this paragraph, not later than ten (10)days after its receipt of Owner's cancellation notice,NSL shall refund the full amount of Owner's payments made under this Agreement minus a cancellation fee in the amount of Two Thousand Dollars($2,000)(the"Cancellation Fee").The Cancellation Fee is not a penalty but constitutes liquidated damages to compensate NSL for the amount of.its losses in the event Owner cancels this Agreement,such actual amounts being difficult to predict, but which are likely to include the costs of preparing this Agreement, reviewing the Property,designing the System and making arrangements an preparations for ' performance of the Work. T Owner: , 10. WARRANTEES 10.1. Five Year Workmanship Warrantee. NSL warrants that the System will be free from defects in workmanship and materials. If Owner notifies NSL in writing of a breakdown or degradation in electrical output of more than 10%from the original rated electrical output at any time before the date that is five years from the date Owner makes its final payment under this Agreement, NSL will repair or replace, at its option,and at its sole expense and.at no cost to Owner,any defects in workmanship and materials provided by NSL or its subcontractors.Note that NSL's warranty covers the Equipment for five years; manufacturer warrantees on the Equipment are covered under the paragraph immediately below. 10.2. Equipment Warrantees.The manufacturers of the Equipment provide warrantees to cover the Equipment. Effective immediately upon Owner's making of the final payment under this Agreement, NSL hereby assigns to Owner,to the extent assignable;any and all manufacturer warrantees covering the Equipment and shall deliver copies of such warrantees after its receipt of such final payment. 10.3. No Implied Warrantees. NO WARRANTY OR REMEDY,WHETHER ORAL, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,.OR WARRANTIES ARISING FROM COURSE OF DEALING OR USAGE OF TRADE SHALL APPLY. THE EXPRESS WARRANTEES AND REMEDIES SET FORTH IN THIS AGREEMENT ARE THE SOLE WARRANTEES MADE BY NSL AND OWNER'S EXCLUSIVE REMEDIES FOR ANY CLAIM OR LIABILITY ARISING OUT OF OR IN CONNECTION WITH SUCH WARRANTEES. 8/22/2013 2:24.PM .Solar Calculator MA V6.3 Francis Murphy 2 5 of 12 next step living p Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT 11. PRE-EXISTING CONDITIONS Et PROPERTY PROTECTION 11.1. NSL shall not be responsible for any damages as a consequence of the Work performed in the home due to pre-existing conditions. These conditions include but are not limited to cracked or broken roofing, rotting wood,faulty electrical wiring,etc. 11.2. NSL reserves the right to suspend its performance of the Work or to terminate this Agreement upon its discovery of asbestos,mold,or any other potential health risk or other hazardous materials or condition at the Property. In such an event,Owner shall be responsible for procuring all services and paying all costs of a duly licensed third party to remove and mitigate such hazardous materials or conditions. 11.3. NSL will make best efforts to protect any property of the Owner,but it is the Owner's responsibility p y to remove or protect any personal property including the home itself. 11.4. NSL will not be responsible for damages to or losses of the above mentioned personal property not properly protected prior to the commencement of NSL's obligations under this Agreement. g 12. CONTRACTOR ARBITRATION - The H I Home Improvement Contractor Law provides home owners r p p e s with the right to initiate an arbitration action (as an alternative to court action) if they have a dispute with a contractor.The same right is not automatically afforded to a contractor, however.The contractorwould have to.resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below.This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided for in MGL C. 142A. Contractor: y/001 Ve Homeowner: _gn"JLN��V Date: 8/22/13 Date: 8/22/13 NOTICE: The signatures of the parties above apply only to the agreement of the parties to alternative dispute settlement initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is not separately signed by the parties. 8/22/2013 2:24 PM solar Calculator MA v6.3 Francis Murphy 2 6 of 12 next stepliving Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT 13. GENERAL PROVISIONS. 13.1. Any disputes which may arise between the Owner and NSL shall not impede or interfere with the diligent performance by NSL of the work. 13.2. This Agreement shall be subject to and interpreted in accordance with the-laws of the Commonwealth of Massachusetts. 13.3. Title,ownership and risk of loss to the System shall pass to Owner immediately upon Owner's payment of the final payment required under this Contract. Owner shall provide all insurance necessary for the coverage of the System and risks to the Property related thereto after such payment. 13.4. This Contract,including the documents incorporated into this Contract,forms the complete integrated agreement between Contractor and the Owner. The parties represent and warrant that in executing this Contract,they are not relying on representations other than as expressly contained herein. There are no other terms or conditions that form a binding agreement between the parties other than this Contract and its incorporated documents. This Contract supersedes all prior agreements between the Owner and Contractor and may not be altered absent a subsequent written agreement signed by both parties. Both parties have reviewed this Contract and represent that they understand and agree to all terms herein. 8/22/2013 2:24 PM Solar Calculator MA V6.3 Francis Murphy 2 . 7 of 12 next step living P Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT 14. ADDITIONAL CONSUMER PROTECTION INFORMATION. If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights,or if you wish to obtain a free copy of"A Massachusetts Consumer Guide to Home Improvement"contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Park Plaza, Room 5170,Boston, MA 02116 617-973-8787,888-283-3757 or visit the OCABR website at http://www.mass.gov/ocabr/ If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law,contact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 10 Park Plaza, Room 5170,Boston, MA 02116 617-973-8787,888-283-3757 or visit the HIC website at http://www.mass.gbv/ocabr/ Consumer information Hotline Go online to view the status of a Home Improvement Contractor's Registration: http:Hdb.state.ma.us/homeimprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business,call: Consumer Complaint Section Office of the Attorney General 617-727-8400 AND/OR Better Business Bureau 508-652-4800,508-755-2548 or 413-734-3114 8/22/2013 2:24 PM Solar Calculator MA V6.3 Francis Murphy 2 8 of 12 Q next -ste 0 P living , Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT NOTICE TO OWNER: YOU,AS THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. NSL'S CANCELLATION FEE WILL APPLY ONLY IF OWNER CANCELS THE AGREEMENT AFTER SUCH THREE-DAY PERIOD. NO CANCELLATION FEE WILL APPLY AND NSL WILL REFUND YOUR DEPOSIT IN FULL IF YOU CANCEL WITHIN THE TIME PERMITTED AND DESCRIBED IN THE ATTACHED NOTICE. SIGNED: By the Owner, Nex St Living, Inc. (Tax ID: 267 3040288) n Signature, Owner Signature, Next Step Living Frank Murphy Kyle Burke Name, Owner Name, Next Step Living 8/22/13 8/22/13 Date Date Signature, Co-Owner Name, Owner Date 8/22/2013 2:24 PM Solar Calculator MA V6.3 Francis Murphy 2 9 of 12 next step living p NOTICE OF CANCELLATION Under Massachusetts law,you,as the buyer, have the cancellation rights set forth in this Notice. For purposes of this Notice,the seller is Next Step Living, Inc. 8/22/13 Sale Date You may cancel this transaction,without any penalty or obligation,within three business days from the above date. If you cancel,any property traded in,any payments made by you under the contract or sale,and any negotiable instrument executed by you will be returned within ten business days following receipt by the seller of your cancellation notice,and any security interest arising out of the transaction will be cancelled. If you cancel,you must make available to the seller at your residence, in substantially as good condition as when received,any goods delivered to you under this contract or sale;or you may, if you wish,comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within twenty days of the date of cancellation,you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller,or if you agree to return the goods to the seller and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice,to Next Step Living, Inc.,21 Drydock Avenue, 2nd Floor,Boston, MA 02210 not later than midnight of: 8/27/13 Sale Date + 3 Days hereby cancel this transaction. Date: (Owner's Signature) (Co-Owner's Signature) 8/22/2013 2:24 PM Solar Calculator MA V6.3 Francis Murphy 2 10 of 12 next step® P living Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT ATTACHMENT: NEXT STEP LIVING SOLAR PROPOSAL NSL will design, procure all required equipment and labor,obtain necessary permits, install and, if applicable,commission the equipment described in this Attachment. Such services are defined as the "Services"and such equipment is defined as the"Equipment". NSL will perform the Services and install the Equipment at the Property. Included in all new solar installations: - Delivery of new solar panels -Complete installation to manufacturer's specifications of solar panels Installation of inverter,conduit runs,and racking system as needed -Cleanup after installation The following is the total cost for NSL's performance of the Work: $44,762.00 ^ (the"Total Price") The Total Price is the full cost for the Work. It includes the price for all permits,labor,inspections and the "Equipment,"which includes.(1) Panels(2)Racking(3)Inverter(4)Data acquisition system(collectively,the "System") Solar photovoltaic panels to be installed: Panel Brand - Sun Power Panel TYP e SPR-X21-335-BLK Panel Watts (DC STC) - 335 The Solar Array will consist of 17 panels for a total system size of 5,695 W (DC STC) Below is a summary and estimate of the Benefits which may be applicable to the System,contingent in each case.upon the Owner receiving or being eligible to receive such Benefits. Federal Tax Credit ( 30% of System It Site Work Cost - State Rebate(s) ) $12,828 State Tax Credit (15% of System It Site Work Cost ($1000 MAX) ) $1,000 Commonwealth Solar.II Base Rebate $2,000 G� Owner Initials: . 8/22/2013 2:24 PM Sotar Calcutator MA v6.3 Francis Murphy 2 11 of 12 next step tiving P Francis Murphy 2 SOLAR PHOTOVOLTATIC SYSTEM PURCHASE AND INSTALLATION AGREEMENT ANTICIPATED SCHEDULE Beginning of performance of Services and installation of System: 10/6/2013 Completion of Services and installation of System: 10/13/2013 The actual dates for completion of the Services and installation of the System, however,will be dependent on the availability of equipment, labor,acts of governmental entities and the acts of third parties. For that reason, NSL cannot guarantee that these dates will be met and undertake no liability for NSL's failure to meet this anticipated schedule. OWNER RESPONSIBILITY (Please Initial) I acknowledge I have read, understand and agree to abide by the below Owner responsibilities: - Ensure that roof is in good condition and free of all personal items - Provide adequate parking for work trucks -Provide any structural alterations,or improvements or repairs to Property that NSL reasonably advises may be needed before the System may be installed at Property. - Remove or dispose of any hazardous substances located on Property. -Ensure that roof is of sufficient quality to receive the installation of the System. -Authorize NSL to file in such offices and locations as we determine necessary notices of contract and any mechanics liens that may be necessary to protect NSL's rights to payments of the Purchase Price. Owner Initials: � , I MONITORING SYSTEM NSL provides a revenue grade Locus monitoring system through Civicsolar. This enables Owner to track SRECs. It is Owner's responsibility to sell SRECs. The monitoring system will be available for 5 years of consumption monitoring. OTHER NOTES FROM SOLAR ADVISOR 8/22/2013 2:24 PM Solar Catcutator MA v6.3 Francis Murphy 2 12 of 12 OWNER'S AUTHORIZATION FORM } for Permit Application(s) The sole purpose of this authorization form is to provide.Next Step Living with the necessary permission from the Owner to file Permit Application(s)for such project work as agreed upon between the Owner and the Owner's Authorized . Company and its designated subcontractors. Owner's Name: Francis Murphya2 Solar Project Address: 5 asant Hill Qrcle(lot 1061 Cotuit, MA Signature: ja- - - Owner's Authorized Company: Next Step Living Inc. ` Company's Address: 21 Dry Dock Avenue South Boston, MA 02210 Affiliation: Contractor Applicable License: HIC#162111 State: MA ELECTRICAL DESIGN PV MODULE RATINGS 0 STC INVERTER RATINGS 690.53 PHOTOVOLTAIC POWER SOURCE SERVICE PANEL RATINGS ARRAY DETAILS SIGN ON INVERTER MEP BRAND:Murray MPPT1 MODULE MANUFACTURER: SUNPOWER INVERTER MODEL:Sunny Boy BUS AMP RATING(A):200 MODULES PER STRING:5 MODULE MODEL#:SPR-X21-335-BLK 5000TL-US OPERATING CURRENT(A): 17.55 SERVICE VOLTAGE(V):240 NUMBER OF STRINGS:2 OPEN-CIRCUIT VOLTAGE(Voc): 67.90V MAX DC VOLT RATING(V):600 OPERATING VOLTAGE(V):401.10 MAIN AMP RATING(A):200 MPPT2 RATED VOLTAGE(Vmpp): 57.30V AC NOMINAL POWER(W):5000 MAX SYSTEM VOLTAGE BREAKER RATING(A):30 MODULES PER STRING:7 RATED CURRENT Im (V):533.80 NUMBER OF STRINGS:1 ( pp): 5.85A NOMINAL AC VOLTAGE(V):240 MAX CIRCUIT CURRENT(A):19.40 SHORT-CIRCUIT CURRENT(Isc):6.23A MAX AC CURRENT(A):21 NOMINAL POWER:335W MAX OCPD RATING(A):30 ELECTRIC SHOCK HAZARD RED IS POSITIVE TEMP COEFF(Voc)=-0.246%/°C THE DC CONDUCTORS OF THIS BLACK IS NEGATIVE PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED --1 O UTILITY MET ER TER I I I #OF MODULES IN SERIES`:5 LGATE 200A I #8 THWN-2 ICT 101, MEP m,m I #OF MODULES IN SERIES:5 I Through Breaker 6 T #6 THWN-2 re 1 1 Wi to L1 and L2 I J J HWN-2 Ground I 1"EMT INDOORS #OF MODULES IN SERIES:7 s CT �1 m N OC. LINE L2 L7 G AC L7 °a- L..a AC L2 I DC INTERFACE N DC. DC- ¢ LOAD -ter--- ----- --- - -- SolaDeck-Pass INTEGRATED — ———— -———— Through DC OUTSIDE AC _ DISCONNECT INVERTER DISCONNECT SB5000TL-US 60A 240V GROUNDING #10 PV rated Cable - (NOT FUSED) ELECTRODE #6 Bare Copper -r 1"PVC OUTDOOR #6 T and Gr�a 7 WIRES Neutral and Ground Li e�1sg Electrician Assumes All 'd sibtli r erm in Drawing: HM-NSL-09/12/2013 p 9 Next Step Living InC. g� Onsite Conditions al E;`luting _ Customer Name: Francis Murphy 2 Id$ I�I` do , p living IIq:Accordancewith �. One Line Diagram Address: 57 Pheasant Hill Circle, Cotuit, MA, 02635-2539 Solar Installation phone: 508-479-4427, 508-653-2990 ARRAY DESIGN / SITE DIAGRAM HEIGHT OF HOUSE PANEL ORIENTATION (TRUE) ROOF PITCH (DEGREES) 129" 217' 45° 0 N 0') N N Cl) 0- 2 M N U C N ,N O O U � N 0 N ***NOT A FINISHED ATTIC*** O J Z E f26m 1= O_ cfl f� 04 MI = Z Lo C) 00 SOLADECK y .. Q cu:) E PLACE INVERTER INSIDE � _ ° 0 = 4) BASEMENT TO THE RIGHT rn -c o i OF THE MEP WITH 310 Ot o O a 0 a m CUSTOMERS APPROVAL EMT CONDUI IN BASEMENT CU AC DISCONNECT C Q UTILITY METER. _ •� •LZ — w J 04-0 w CU o rN ��� 12°D Solar mount Landscape �_ _ 0 0� USE CHASE WAY J N� N � ��, Total's }' L PROVIDED(NEED MC CU CABLE) Total#of Panels: 17 }, N Total#of Splice Bars:4 X Total#of Bonding Jumpers:4 ) O Total#of L Feet: 46 Total#End Clamps: 12 219j, 12" Total#of Mid-Clamps: 30 • DRIVEWAY PHEASANT HILL CIR M EcoFasten Solar Flashings will be —ARRAY LAYOUT IS NOT TO used on every roof penetration SCALE- Wlwr Customer Signature:. Date: http://www.re adyshare.com/Users/cbateman@rstcenterpri se s-comfuplo... No* W Available! a ecU New SolaDeck D k L STD1741 Combiner /Enclosure FLASHED PV ROOF-MOUNT COMBINER/ENCLOSURE Basic Features Stamped Seamless Construction 18 Gauge Galvanized Steel. Powder Coated SurfacesI Flashes Into the Roof Deck f Low Profile- 2.625" Deep ' 3 Roof Deck Knockouts .5",..75", ill 5 Centering.Dimples SolaDeck Wdel 0783-41_for entry/exit of - fittings or conduit 2 Position Ground Lug Installed Mounting Hardware Included Roofing Industry Approved Cali for Information 1 (886)-367-7782 or simply request more info at sales(a-commdeck.com WWW. COMMDECK. COM SolaDeck UL50 Type 3R Enclosures All the basic features listed above, ideal for pass through wiring. Transition to house wire is simple, clean and contained in the flashed enclosure. UL50 Type 3R Models: . Model 0783- (3" Fixed Din Rail) s - Model 0786- (6" Slotted Din Rail) 1 of 4 11/18/2009 1:39 PM. http://www.readyshare.comfUsers/cbateman@rstcenterpri ses-com/Uplo... i SolaDeck UL STD 1741 Combiner/ Enclosure Systems Ma)amum Rating -600VDC, 120AMPS Frequency DC Models 0783-41 and 0786-41 are ETL listed and labeled to the UL STD 1741 for Photovoltaic Combiner Enclosures. n . Model 0783-41 Model 0786-41 3" Fixed Din Rail 6"Slotted Din Rail fastened using Nodock System fastened using Steel Studs Typical Wirinn Configurations "Fuse holders,terminal blocks and power blocks are sold separately.Fuse holders and terminal blocks added in the field must be UL listed or recognized and meet 600 VDC 30 AMP 110C for fuse holders, 600V 50 AMP 90C for rail mounted terminal blocks and 600 V 175 AMP 90C for power distribution blocks. Use copper wire conductors. SolaDeck Model 0786 ,-- 4 ETL Listed UL50 Type 3R Rain tight enclosure for outdoor use g Shown: z ER 6 Terminal Blocks Transition outdoor wire to THWN wire R'►'*6 {i." ER 6 Terminal Blocks used for positive .ER s' and negative P610 law- Tcimiml:�,k 616 enrtnei Block ,l SolaDeck Model 0783-41 ETL listed UL STD 1741 Combiner/Enclosure Shown: with 4 strings with UL Recognized Fuse Holders for PV Positive Power Block for PV Negative Fuses combined with Positive Bus Bar 2 of 4 11/18/2009 1:39 PM http://www.re adyshare.com/Users/cbateman@rstcenterpri se s-com/Uplo... PV negative combined with Power Block �addE6 Mara" Fuse Hdiders" r fad 1452 SolaDeck Model 0786-41 . ETL listed UL STD 1741 Combiner/Enclosure I' 9lE5tIl Shown: with 4 strings with UL Recognized Fuse Holders for PV Positive ER 10 Terminal Blocks for PV Negative giOC Fuses combined with Positive Bus Bar wutd�a6t fusn8n�a ER 10 Terminal Blocks combined using Negative Bus Bar F�rtR 452 S.olaDeck Accessory Parts Now Available 4 String kit for SolaDeck Model 0783-41 (Part#0783K) Includes: _ 4-Midget Fuse Holders Rail Mount(Part#1452) 1 -Power Block(Part#1440) • "�' °' 1 -Bus Bar for Fuse Holders(Part#0784BB) 4 String kit for SolaDeck Model 0786-41 (Part#0786K) Includes: 4-Midget Fuse Holders Rail Mount(Part#1452) +� • 4-ER 10 Rail Mount Terminal Blocks(Part#1451) 1 - Bus Bar for Fuse Holders( Part#0784BB 1-Bus Bar for ER 10 Terminal Blocks(Part#078566) 1 - ER 10 End Plate Cover(Part#1453) 3 of 4 11/18/2009 1:39 PM http://www.readyshare.com/Users/cbateman@rstcenterprises-com/Uplo... Midget Fuse Holders Rail Mount (Part#1452) �` • Rated to 600V 30 AMPS, 1 Wire#8-18AWG *Use Part#0784BB Bus to combine PV Positive Fuses Power Block (Part#1440) Non Fused Rated to 600V/175 Amps, Main(1)2/0- 14,Tap(4)4-14 Combines up to 4 Strings PV negative AM Rail Mount Terminal Blocks ER 10 Rail Mount Terminal Block(Part#1451)_ * Rated to 600V 65 Amps, Wire#16-6 AWG 10mm wide P , *Use Part#0785BB Bus to combine strings 1 ER 6 Rail Mount Terminal Block(Part#1450) Rated to 600V 50 Amps, Wire#26-8 AWG, 8mm wide *Use for positive&negative pass through to transition to house wire Bus Bars-Include CA4-SP lug and install Screw Bus Bar(Part#0784BB) PV Positive Bus-Combine up to 4 midget fuse holders -` Bus Bar( Part#0785BB) PV Negative Bus-Combine up to 4 ER10 terminal blocks RSTC Enterprises, Inc•2219 Heimstead Road•Eau Claire,. W154703 - Phone: 715-830-9997-Fax: 715-83&9976 4 of4 11/18/2009 1:39 PM . . . Technical . , , - - ®UNI C A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware................................................................... 1 BottomUp Module Clip.,................................................................................................1 MidClamp...................... .....................:.,....................:.................................:..........2 End Clamp.................:. ............................. .............2 ..................................................... SolarMount Beam Connection Hardware......................................................................3 L-Foot SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware -SolarMount Bottom Up Module Clip Part No.302000C washer Bottom Up Clip material: One of the following extruded aluminum Bottom ut (hldden..se" alloys: 6005-T5, 6105-T5,6061-T6 Up Clip not Ultimate tensile: 38ksi,Yield: 35 ksi • Fin ish:.ClearAnodized • Bottom Up Clip weight:--0.031 Ibs(14g) Beam Bolt " Allowable and design loads are valid when components are assembled with SolaWount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt,one%"-20 ASTM F594 serrated flange nut, and one%"flat washer • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an.IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance i Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) 4) u+ taa Tension,Y+ 1566(6967) 686'(3052) 2.28 1038(4615) 0.662 Y s ^� Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) , 0.441 X Sliding,Z± T 66(292) . 27(119) 2.44 41_(181) 1 0.619 Dimensions specified in inches unless noted UNI. - . . . . - - A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 3021051),302106D • Mid clamp material: One of the following extruded aluminum Mid rra Bolt alloys: 6005-T5,6105-T5, 6061-T6 la e Nu Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight:0.050 Ibs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/°-20 T-bolt and one W-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance � -� Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520 2313 229 1017 2.27 346 1539 0. Y � ( ) ( ) ( ) 665 A Sliding,X± 1 1194(5312) 1 490(2179) 1 2.44 1 741 (3295) 0.620 Lp'-X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302a12C aEnd clamp material:One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 oft a Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight:varies based on height:—0.058 Ibs(26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/<"-20 T-bolt and one W-20 ASTM F594 serrated flange nut Bea Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory I Modules must be installed at least 1.5 in from either end of a beam Li.X is Applied Load Average Allowable Safety Design. Resistance """ 1 Direction Ultimate Load Factor, Loads Factor, t Ibs(N) lbs(N) FS Ibs(N) VARIES MTN Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 I Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in-iuches+xaless-aoted SOLAR SOLARMOUNT Technical . . . - - ::mUNI A A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot - Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 Ibs(98g) • Allowable and.design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • -Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an.IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method " Applied Load Average Safety Design Resistance rxsLorraR•• Direction Ultimate Allowable Load, Factor, Load Factor, n�nvru� Ibs(N) Ibs(N) FS Ibs(N) 1 t. :,o� '_ Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 1 2.46 1 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 SOLARMOUM - . . . . - - :MOUNI A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M,410168M,410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area inz 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T BOLT OR V4" HEX HEAD SCREW V44"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP " T 3.000 1:316 SLOT FOR- L: -T HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 Y .750 Y 1.875127. � 1.207. j A 1_rX i .X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a SUNPOWER E20/327 SOLAR PANEL _- 20% EFFICIENCY SunPower E20 panels are the highest E efficiency,panels on.the market today, SERIES providing more power in the:same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility, ensures that customers can pair the highest efficiency panels with the highest-efficiency inverters,maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money: t, f RELIABLE AND ROBUST, DESIGN. SunPower's_unique/VlaxeonT^^cell. THE WORLD'S STANDARD FOR SOLAR' technology and advanced module SunPower' E20 Solar Panels provide today's highest efficiency and u design.ensure industry-leading reliability _ performance. Powered by SunPower Maxe'onT°"cell technology, the E20 series provides panel conversion efficiencies of up to 20 1.%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-fight performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% M. .15% 5 THIN FILM .CONVENTIONAL E EP E� MAXEONTM CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented all-back-contact solar cell; providing the industry's highest e$iciencyand reliability C ul US S U N POWE 1� E20/327 SOLAR PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA IN CURVE Measured at Standard Test Conditions ISTC):irradiance of IOOOW/m',AM 1.5,and cell temperature 25'C 7 Peak Power(+5/-3%) Pmax 327 W I mats Cell Efficiency6 �tao0w/m2 -� � 22.5% I I I Panel Efficiency n 20.1 % a 4 800w/M2 Rated Voltage Vm 54.7 V PP 3 Rated Current Impp 5.98 A v'. 2 500 W/m2 I Open Circuit Voltage Vac 64.9 V Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 Temperature Coefficients Power(P) -0.38%/K Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Vac) -176.6mV/K Current(Isc) 45 NOCT 5°C'C+/-2°C TESTED OPERATING CONDITIONS Series Fuse Rating 20 A Temperature -40°F to+185°F(-40°C to+85°C) Grounding Positive grounding not required Max load 1 13.psf 550 kg/M2(5400 Pa),front(e.g.snow) w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back I Solar Cells 96 SunPower Maxeon'cells (e.g.wind) Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph (23 m/s) anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes Dimensions: WARRANTIES AND CERTIFICATION o s.32 x 1 S 55 x 128 mm Output Cables 1000 mm cables/MultiLontact(MCA)connectors Warranties 25-year limited power warranty_ Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 Ibs(18.6 kg) - Certifications Tested to UL 1703.Class C Fire Rating DIMENSIONS MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES 2)111,01,43, 1 2x 577[22.70] 1 80[7.07] (IN) 12X 06.6[.26) LOX 04.2(.171 30[l.18) � 322[12.691 4X 230.8[9.091 I B i1 BOTH o o ENDS I I 1559[61.39) —� 46[1,811 --� (A) 915[36.021 1200[47.241 12(.47) 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks $u n p Owe rc o r p.C o m of SunPower Corporation in the US and other countries as well.All Rights Reserved.Specifications included in this datasheet are subject to change without notice. Document#001.65484 RevB/LTR_EN CS I7 316 i SMOKE DETECTORS REVIE IED� • A BUILC',dG DEFT. CATS fVRE'EPARTPAENi BOTH SIGN.ATU*ES ARE REQUIRED FOR PERMITTING _ C� iL C FRONT ELEVATION . SCALE: 1/4' - V-O' Of fK O ZR' W ®®® Q LY1 y O W Z U LL K ® REAR ELEVATION SWEET SCALE:-1/4' - V-O' DATE: I/�q/I3 Z ° Zs � r�l V 07 L---J W RIGHT ELEVATION SCALE /4 D M I f-F I I .. L---- } 0. IEDED � 3 O Ko Q O Q y�O W u t veNr �I SHEET r. AC GENERATOR A 2 L---J LEFT ELEVATION DRAWN BT: KW SCALE: 1/4" I'-O" DATE: 1/79/13 - 9'-B' IB'-1 3/4'• I � B DECK 53 ee w° �-G 235-IS g m e 1 3 49 s/B 41 T/B• • I O3oOG o J -1 L PIED U vvs 4k453/I' CLCK TOP T I CJ41LNG I 2A f _ KITCHEN MASTER � BED RM L__—J DeL m m 1 ` 1 I o 1 v WALL �SE 2D OAK I ------------- — 719 ovEN • n LAUNDRY29 Ib DgrrH n 724• A 031 TILE TILE (v I DAK 7W 2MI0 tw u IN UUU OAK J ® VI■o i. I '-4 9/4 3'-4' 9' 2'-' CATHEDRAL vb-x /B• v w 2'-°' LIVING RM 4.c l(sD-T s° �') , I.-1✓DR q ry o �. Z ---------------- WIO.d5 STEEL E FLUSH ��JJ _ W m I LgyER O _ G NERATOR p i I 4 VLAFI P T i -- 2� LIN 4 4•UNDER ST M 2 W 112. IT'-�• -FlRe I I FLAT ;h DN WIC LING RM DINING I OAK LALLr - m I OPeN TO ASTER - 2A 1B'-0. ABO/e BATH 3 uie � nLe I I B I a = ssPOF �b ® 3 I TO°NC� D•b2MI0 F G 3'-3 I/2' T'-4 1/2' T'o' Ic'-B• �--'L J I/ 0 T Q V A 9kT'OAI.PaTR VXY O.N.POOR W TRANSOIT IALLY 1 W TRAN- SHEET I A3 2'-3' 9'-°' -6• q'-O• 2'-3' FIRST FLOOR PLAN 24'-0' DRAWN BY' KW SCALES I/4• I'-O• DATE. 1/29/13 y�_2• l'-9' I1'-3' 5'-4' b'-9' Q e E - NMI rr VH V4'><4H I awMH ^ BED RM #2 BAT14 G.RPE'f TILE I _ ® S ri5 ¢r —- _—- BED S#3 W 0 urt M TW 2M H 2 A �)IQ-�'LVL M041 (])II>/e'LVL I I e1aPm I .- NNFINI I I MHUL.4.ED I I 6DOO.OfSOWO= _.. +IY I +Il. B ' e a ly z " UNFINI 4-3' 4-3' Z Q - K u 90 VH'IlbO]/H' TW 244W 6'->9/4' 4'-2 I/2° L'-I 9/4' - 24'-0' 15'-3' B'-9' 16'-0' ".-0. SWEET 44 SECOND FLOOR PLAN SCALE: VA' . I'�O" DRAWN BT: KW DATE: I/29/13 -------------- ------------, + 2-2(10 GI ER _ U ixi P.T. T — 0 OALV.METAL POST ANCHOR ' Y Z Q ••ww IC'BOND TUBE'ZT W/ I !° 24' 516 FOJf'FWTIN417YP. e I,,r I rr O m I HALF I "' FROST _DROP WALL I IBULp1EADl :• - AT u'.oR - TO 3G' __, 9. E% I I I I DROP Y' I - i ZT-O' T.O.W.I � I " I v BHOWER I ��'I ——— eEN01-J L— J • ----———————— -------————— ----' ------- — — — -- :.. " r — -- ------- — —L�--- 312 I �] L I[o CQITI Fmf,Np i v J U Y t0 o u O i �' ♦o -- II .Bo •�T a UNFINISHED FULL BASEMENT B V- O BA MIL VR BARER WJ w PRI I o I NT = LOAD POINT LOAD I I-— 485148 17 PAD 4B'x4D' Y PAD 7` • B'-9 -A 6'-B' 6'-6' 4'-B' -T-T 5'-I' 6'-• lye _ 7 Ul PKT 1` ENERAT i b ' L DIY STFLEELL G P� L I MM� I b W -J L------------- r Op" F I DROP wroF 'To - I li ELECTwc cAs I - I ALIGN I 1 s ER & Y Ar DOOR BTw _K.LLS n'_6• a I I evP wuL r—T —rt------------ � I I I 1i'xw'CONT1 uous Farr1NG, I \ \ 1 - - ' I OFFSET r�----- ------IL ------ t— DROP GARAGE I NOTE. _ Q O Z� Q 4'CONCRETE SLAB I _ 5/8' CIDER BO52.LTS S EMBEDDED W Q Z . I I W/L6 WWF I I I I T-O Z A• I i'xB'-9•CONCRETE WALL SPACED OR O.C. Q I I Iik1o'CONTINUCV9 FODTwG I I 12°FROM CORNERS In f' J _ WAERS B'XB'.114' O Q-SH - OUNDATION PLAN i SCALE. 1/4" I'-O" DROP DROP I LL KA" WALL I AT DOOR AT DOOR I I _ L------- ---------- -----� I I WEEET °,-°• N-6, Z, W-G. Y,,O+ C1 JOB. 1222 DRAWN BY. KW DATE. 1/YR/13 S I. - RIGID WWD WASW BARRIER REQUIREDLj TO PLATE EDGE OF EXTERIOR Y O • - •HURRICANE CLIP' Z . .' FASTENERS AT ALL ~ � r••I - - RAFTER/TOP PLATE w � Q ' JUNCTIONS TTP. �Illa WZ IDLE VENT - RIDGE 2 m RIDGE - 12 - Z 1F (I)ICI'LVL RIDGE \ �4Ly/ m 2DDR ASPHALT SHINGLES a4 `juff] OVER 6/D COI(PLYWOOD Q 12 \ \ BLOCICING 4'-0'O.C. 12� IL O. R-38 INSULAnON YS IN FIRST Ti GABLE WALL J t.l 2xds r ICI•O.C. \ W OL _ OVER ACD1(PLITWOOD STORAGED IP*/ BED RM a#3 \\\m a M a Oa Io RAFTER•u•oc W 4 PSF RA �OP PLATE ''- / \ \ z x to RAFTER r la•oc W .LMCTIONS TYP. \ 'WUMCANE wF- Q FASCIA WE TO IMTCW WOUSE FASTENERS AT ALL 2x10'9 P IL•O.C. WWT RAFTER/TOP PLATE T 'LItOL r 16�OC. �JUNLTIGND TYP. 9 . - T Wt?OS SOFFIT VENT VENTED DRIP EDGE STEEL BE-1 - R-21 INSUunom w MASTER a BATH � Z BDRSI 2-GAR GARAGE swasr.. MASTER BED �a_ WHITE CEDAR SWINGE4 L OVER VZ•mx PLYwaOD 4'CONCRETE SLAB .. 2.101.r 16'a< .. ....._.....:.......... - _. .._...... (2)I 3/4'x 4 1/2'LVL GIRT DSHL'CONC.WALLS .7_ Re xYx1G'CCICTINUCU9 FOOTNG .a 2•x L'PRESSURE TREATED SILL c _ R-30 INSULATON o OVER ES'TIELL SEAL X 10' FOOTIf�x,: r OVER SILLSEAL E TREATED SILL •. F BASEMENT ,wALLa T'G•x 6- 24'-O• (2)IIS REH TOP G 4'CONCRETE SLAB VAPOR RETARDER IL w ,.: ....... .... ... _ .- ?:. KC4NCRPPTE FOOTING � � CROSS SECTION A 3 21-1 CROSS SECTION 18 °q< () SCALE: 1/4" II-011 O q O <# W H SCALE: 1/4" = 11-011 x W d J� q U L SWEET 5,2 JDBt 1222 - DRAWN BY. KW DATEi 1/Z9/13 - 7 �R10GE VINE (2)IL•LVL RIDGE - --- 12 12 I 4 .. PP•AM N2.5 FASTENENSRS AT ALL MEWPAP . RAFTER TOP PLATE JUNLTI4N9 TTP. / O _ _ _ I• �.j ._ 250e I/2 ASP'HACDXLT SHINGLES / •VVy ',-Y-7JIS OVER PLTYLroD 3'_6 BATH 2 X 10 RAFTER.IL•«_ SOFFIT VENT - W10%46 STEEL I BEAM R-21 INSULATION o M ALL W1NDDw9 TO BE ANDERSON WINDOWS � MM LIVING KITCHEN W w Ii1 qu htO'••iG'« a•.IG•« (2)I S/4•x 9 V2•LVL GRT IO'-9' _ {/./AJ' INSULATION 2 X L•PRESSURE TREA SILL SILL �+ O OVER SILL SEAL < i I CONC.wALLs m q x a- BASEMENT _ (I)w LvL RIDGE M e W W ' a fa1lr72E'fE SLAB CFIQiETE 1F1NG ..': 25'0' CROSS SECTION C 2xDB. i•O.0 SCALE: 1/4" = 1'-011 - - 'HURRICANE CLIP• N FASTENERS AT ALL RAFT JUNCTIONS TTP. - Z GARAGE z 5uuua u 2x1a..w« 3p0.r 3.-.... ..... ,....... _,. 3/4•x R VY LVL GIRT ' RSO INSULATION c CONCRETE F127xr yt Idry BASEMENT SHEET CROSS SECTION D S3 SCALE: 1/4" - 11-0" t _ a-: JOB, 1m DRAWN BY, KW DATE. 1/29/13 - zo xD 6 O DROP FLOOR i t E _ _ _ 2)9 I/2' LVL GIRT 4tl UNDER SWOWER 17 W o • mid SECOND FLOOR FRAMING FIRST FLOOR FRAMING SCALE: 1/8' V-O' SCALE: I/B' - V-O' RAFTERS 2.10n a 16' _ E Z 0- - � 0 v 1 6 O O I b NLflXr L F I&LZ _# + Z u a ROOF FRAMING SWEET SCALE: 1/8' . V-O' 54 _05i 1222 DRAWN BY, KW DATE: 1/24VIB EXTEND HDR TO CORNS - 2z6 DEL TOP PLATE RAFTER O 16'O.G. FULL H.T.STUDS JACK STUD - • fffYYY222/// NAIL TOP PLATE `�� APPL7 SIMPSON MSTAIS CONNECTOR H2.5®EA.RAFTER O TO BTM OF ATE W/2 Rows OF d NAILS + ON THE INSIDE FACE OF HEADER ,n O 3'O.0 4 TO EACH JACK STUD - :S STRUCTURAL PANEL - HEADER ~ WWW NAILED.COMMON i CONTINUOU9 HEADER TOP PLATE 5i0 •3'O.C.EDGE AND FIELD Y '. CORNER TO CORNER O OVER MULTIPLE OPENINGS .Ww TRIMMER 9NDS ORAFTER TO PLATE CONNECTION Q a SCALE:N.T.S. ]-5M'ANW BOLT& w/5'..9'PLATE WASHERS II EACH NARROW WALL SECTION. U - mom ' DOUBLE ROW - INTO EOTH PILATE9 LIN .3 ]6 DEL TOP PLATE M 5�f^•kf Q a VERTICAL STRUCTURAL PANEL 3� NAILED Bd COMMON �15-F� � NARROW WALL BRACIN A ARA E DOOR "ANSI 2C. . N FIELD M SCALE:N.T.S. _ E�A ` SHEAR WALL COMPLIANCE. s _ W. s9s OF EACH WALL RUN -rr,I T;; m VERTICAL SHEATHING WITH ri FriIL Bd NAILS 3' EDGE/,2, FIELD try _ . (4)16d NAILS PER FT BOTTOM PLATE VERTICAL D0.13LE ROW L. 31Z OF EACH W STRUCTURAL PANELS ALL RUN BREAK ON SECOND FLOOR t'CY g"a' STAGTO GER NAILI VERTICAL SHEATHING WITH RIM JolsT "'` �_ p ' IN BOTH PLATES 6d NAILS 3' EDGFA2' FIELD n -' ]ab DEL TOP PLATE (4)16d NAILS PER FT BOTTOM PLATE l fi,. A t � �E � ' 3a�5. SECOND FLOORdig� gm tom- (n Q VERTICAL- $ VERTICAL r5 ,�+W�;31 ri RIM JOIST 3 5TRUCTURAL PANEL I STRUCTURAL PANEL ¢�f gf PaY °p�{� Z O W h.. NAILED U COMMON . 41 NAILED BG COMMON O 3'O..EDGE aP. O 9'O.C.EDGE ' AND 1291N FIELD }�i9 AND 11'IN FIELD 5 1 kIY nl 1 I W rIL knl ,fie O DOUBLE ROW DOUBLE ROW •11y'+p �,- IY 9� Z STAGGER NAILIlr� "�+ S' STAGGER INTO BOK AND SILL .. INTO BOX AND SILLIL zL� Yr (n I �'l II vl y SHEET I;3 FULL HEIGHT SHEATHIN -SINGLE FLOOR ®FULL HEIGHT 544E L R S5 ATHING -MULTI FOO SCALE,N.T.S. SCALE,N.T.S. JOB: 1222 DRAWN BY. KW DATE. I/29/13 s" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map nQ2 Parcel 6a7, 1QG Application Health Division Date Issued_ Conservation Division �CS� r Application Fee d Planning Dept. Permit Fee �` • y Date Definitive Plan Approved by Planning Board 2,/277113 Historic - OKH _ Preservation / Hyannis Project Street Address e1`r P14-4, S - �`11�� [.l✓ Village 6_-4:LA_ Owner ^v+ d Ge 5/ Address QO `�5 (�PY��C✓�i 14 _ YAC, Telephone 1'771-f o4 y Permit Re uest 2 u-e v� i Square feet: 1 st floor: existing X, proposed 2nd floor: existing proposed (U Total new Zoning District Flood Plain �'_ Groundwater Overlay rrp Project Valuation Construction Type @(L-4L Lot Size h� Grandfathered: ❑Yes �No If yes, attach supporting documentation. Dwelling Type: Single Family �d. Two Family ❑ Multi-Family (# units) Age of Existing Structure a_0%4 =pA-- Historic House: ❑Yes ,R_No On Old King's Highway: ❑Yes &No Basement Type: -Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)- 10 Basement Unfinished Area (sq.ft) 2A< /fi t 4_ Number of Baths: Full: existing new Half: existing C7 new Number of Bedrooms: Q existing 3 new -- Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: W-Gas ❑ Oil ❑ Electric ❑Other .♦ Central Air: OYes ❑ No Fireplaces: Existing New Existing wood/co stove: O,Yes .No Co C) Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ extng ❑ n9w size_ Attached garage: ❑ existing Lknew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �LNo If yes, site plan review # Current Use Proposed Use 2R-S4,P v L P_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number r71- 1 0140 Address Cerul2rrVl License # (--5 00 Lls �i 6ZG 32, Home Improvement Contractor# Worker's Compensation # W fly Ob`T M O( 2,2_ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Sri t„)t d L �f1 SIGNATURE rat DATE/ c:s FOR OFFICIAL USE ONLY r I -APPLICATION# r, ti DATE ISSUED ^ MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: , FOUNDATION Q& sjzrll 3 rl FRAME INSULATION FIREPLACE w, ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL F, GAS: ROUGH FINAL ` FINAL BUILDING x� DATE CLOSED OUT ASSOCIATION PLAN NO. y i Department of Industrial Accidents Office of Investigations 600 Washington Street w Boston,MA 02111 5 wwiv mass govIdia Workers' Compensation Insurance Affidm it: Builders/Contractors/Llectricians/PIumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 2��`-�� A/C Address: R City/State/Zip: l VIULF 10-4- 02S3;7, Phone#: �,7 C Are you an errrglayer?Check the'appropriate ba, *: Inge of project(required): 1.❑ I am a employer with 4. ER 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. t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein 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.❑ I am a homeowner doing all work; right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t 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 tContractoTs that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am art employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: try - e'O . Policy#or Self-ins.Lic.#:_ CA 009 3uo W-2— Expiration Date: It.I Ut l Job Site Address: 5`7 00"c ',+ 411 l ecc,�— City/State/Zip: 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. .Rb advised that a copy of this statement may be fbnXTarded to the Office of Investigations.of the DIA for insurance coverage verification. I der hereby cer�i ulzde 'he paints and penalties of perjuYy That the hr forawlon provided above is true dad correct. S.ignafore: ,Date: zzth f_2 Phone#: �S Official use only. Do not write in this area,to be cornpleted by cit3,or town official. City or Toi4m: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City rFrpvkn Clerk 4.Electrical Inspector 5.Plumbingzn Inspector 6. Other Contact Person: Phone#: r Client#: 15273 2BAYSIDEBU ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/24/2013 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 Dowling&O'Neil PHONE 508 775-1620 FAX 5087781218 A/C No Ext: A/C No Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED Bayside Building,Inc.and INSURERS: Bayside Design&Remodeling,Inc. INSURER C PO Box 95 INSURER D: Centerville,MA 02632 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 CONTRACTOR 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS A GENERAL LIABILITY CPA007340921 1/01/2013 01/01/201 EEACHOECCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occur RENTED s250,000 CLAIMS-MADE FxI OCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1 000 000 X OCP GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JEC0. LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED id P BODILY INJURY(Per accent $ AUTOS AUTOS ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCA007340622 1/01/2013 01/01/201 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) RE: Lot#18 Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Joe&Gail Winn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 71 Kearsage Road ACCORDANCE WITH THE POLICY PROVISIONS. Barnstable,MA 02630 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S105880/M105879 LS1 Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date' Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 06/01/13 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 08/20/13 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/16/13 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/13 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 12/17/13 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 05/06/13 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/13 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 06/14/13 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/14/13 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/13 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/13 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/13 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 12/12/13 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 06/03/13 1 r t Massachusetts-Department of,Public Safety i Board of Building-Regulations and Standards i Construction Su cnls.ur License:C5-005645 BRUN T DACE- C-N < } PO BOX 95 UR CENTERVItiLE MA a02632 n 1 } ration _ CommissionQr' ' i - Town of Barnstable, �~°f'(HE Tp . y °^ Regulatory Services �B '� Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner. 200 Main Street, Hyannis,MA 02601 w-Prw.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, -- u hQJ , as Owner of the subject property hereby authorize �k l et-t_ j(AL(att�-q JP to act on my behalf, in all matters relative to_work authorized bythis building permit application for: H111 ay�"L--' �Vw� (Address of Job) Sign of er J Date Print Name Q:F0RvIS:0W ER1ERMISS10'N `oFINE r ti Town of Barnstable BARNSTABLE. Regulatory Services Y MASS. 0 t639• Building Division prFO MP'�a, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F/?A•MF Location -UT 10 G Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: E-LE-{M 7 v FLAT: -ems ��-r kTS-T QL Please call: 508-862-4038 for re-inspection. Inspected by 0 . Date 4_��1, , C� y�l i 113 Foundation Certification 'in l Barnstable, MA Prepared For. : Lot 106 rY #57 Pheasant . Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C.0 FIRM Community Panel Number No. 025551`0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804.Page 41 -Registered Professional OPEN. SPACE: Cotuit Meadows Homeow Engineers and Land Surveyors ners Association, Inc: .® Deed 9 Y Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 - Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone - (508) 77177502 Fax — (508)-771-7622 Job,,Number. 2005-214 Scale : 1" '= 20' 03-28-13 f 00 Z S 68'4g 2 11695 Q<v to 419' \ ^ O 411V 6q C/,c 3 o 'c 4•p N. °j LOT 106' _ /m�J`� . o� 9871 f S.F. °J z w ?� so s . 'Di sere\ ?25. NF � S•p o 0 N 69�14 OpEN o' SPA I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN . COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF jk OF Mqs� BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158), IS LOCATED IN RELATION TO 9� PREIMETER MONUMENTS SHOWN PER EXHIBIT "A". (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN AO SHANE.M. yGn SPECIAL FLOOD HAZARD AREA. o C, BRENNER THIS PLAN IS NOT CORDED NOR IS TO BE USED. TO ESTABLISH PROPERTY LINES. No.45917 � oQ REGISTE PROFESSIONAL LAND SURVEYOR BAXTER.NYE ENGINEERING & SURVEYING DATE GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL 00 SITE St NOTT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED Z PROVIDE (1) IA. x� EEP HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS LEACHING BA / 1 E SURROUNDING ALTER TE PROTECTION ACT REGULATIONS (310 CMR 10).' EQUIVALENT VO WE OF 249 CF) N SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP CONNECT ALL R06F DOWNSPOUTS TO MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS.' LEACHING BASIN 6 .0 X SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER VEGETATED DEEP AIN 10, 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES • " SF� � GARDEN (12 C.F. ST AGE) q UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, TOP=61.0 . REGULATIONS (321 CMR10) TTOM-so.o E .50 SITE IS WITHIN A STATE APPROVED ZONE 0 GROUND WATER w H 66'4 " 1.50 x RECHARGE PROTECTION AREA S `\ •� N A I 61.53z W 61.50 p ` x � 6a 61.5 I1 �� 63.0 Z 60.0 f � x 62.09 63.0 �� / CDNSMUC17ON NOTES: 50 . �c�, " x 63.0 / O 4''9 2 ^ x LOT 105 / 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE , 4 �4 p o 63.7 63.50 �� 6 4 X 0 �q SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED _ = LO 0 4,070, 63.50 S - 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 06 62.5 Se _ - 2. ALL GRADING DRANAGE, AND UTILITY NOTES ON SHEET C-5 FROM 9,871 f $.F. ck -_ THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 0.23f ACRE ��y / SMH 031 DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. INV IN-58.42 3. SEWER BUILDING CONNECTIONS: �65.0 4 0' 0 3/�/ © / INV OUT-58.32/�,' - MIN. COVER SHALL BE 3 FT. - SET CLE4NOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES � ��. H, �, '" 'o AS REQUIRED BY BARNSTABLE DPW. / 60.0 a� " MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2AX 'VEGETATED 12" DEEP x --- -_---- - J RAIN GARDEN (125 I �ip� S INV.-59.23 C.F. STORAGE) I O 0 4p ill CURB / TOP-61.0 i 4 65.5 BOTTOM=60.0 STOP ;� ' 10, 64.0 co �' f65.25 1S41 ' CLEANOUT Neck R - " -- 0---�e�4pr / o �� , ' S INV.-57.91 Cotult Meadows Subdivision �\ 0 6S 67 65. ago OR;,� p , " Cotuit-Bamstabie, Massachusetts 6 b ,�y 34CO y OpF 114?�1' k, .25 X w 64 3 = PREPARED FOR N spq�� _ m _ 64 __ 65.0 COTUIT EQUITABLE HOUSING, LLC - P. 0 Box 95 6 64,95 ' ' M, Centemille� MA 02622 TRtE 4 _ Site Plan L0 107 -- Lot 106 ow 57 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 � 4Y^ / Phone-(508) 771-7502 Fax-(508) 771-7622rH EE V1ZC 20 0 20 40 h V SCALE IN FEET SCALE: 1" = 20' DATE. 01 31-13 REV. DATE: REMARKS L 0 Tm106 WAM NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE o WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED Z PROVIDE (1) , / 1 �E HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10).0 SURROUNDING ALTER%TE SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP EQUIVALENT VOLON OF CF) CONNECT ALL R06F DOWOUTS TO MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." LEACHING BASIN 6 .0 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER VEGETATED " DEEP AIN 10' S£ 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES GARDEN (1261 C.F. TTS. ST AGE) �&q UNDER THE MASSACHUSE ENDANGERED SPECIES ACT, 1oP=61.0 1 REGULATIONS (321 CMR10) TTOM-60.0 6150 SITE IS WITHIN A STATE APPROVED ZONE n GROUND WATER r \ H RECHARGE PROTECTION AREA ' <v s8'4g " 1.50 x \ N Q 61.5 x W 61.50 \� 0 x 0 61.5 If �� 63.0 64 . 60.0 i s • X •9 63.0 � CONSTRUCTION NOTES: 50 z ry , 41 62.0 x 63.0 LOT 10� s 2 x c, 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 63.7 63.50 �� 64.x50 p / • SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS DATED _ ? 0 • . ?4 0' 4.010* 63.50 S 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. LO 06 62.5 r O sF r _______ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 1 • qc THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 9,871 f S.F. m k SMH #31 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. / 0.23E ACRE �` ' INV IN-58.42 3. SEWER BUILDING CONNECTIONS: O N; �co, 40, 65.0 U INV OUT-58.32 - MIN. COVER SHALL BE 3 FT. N��=4j AS REQUIRED BY BARNSTABLE DPW.LEARANCE FROM OTHER UTILITIES \ // 60.0 _---- MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE Z IX. 'VEGETATED 12„ DEEP x - ' / RAIN GARDEN (125 S INV.-59.23 coC.F. STORAGE) 4�cg0� O ? tis CURB TOP-61.0 65.5 , lX STOP J BOTTOM=60.0 0�' 2 64.0 0., 65.25 - 10• SF R o aEArtouT �► ' CDy Ck -- 4e�sSGf p 65. �, �� S INV.-57.91 Cotuit Meadows Subdivision o 4 �Ra s'�"' oR PR�,o / yy Cb Cotuit-Barnstable, Massachusetts H g9bs, �� ?4 0• 4), / O c �1r S PREPARED FOR OPEN �• w .25 X � 64 3 =�, � � y EN sPq� _ s4 _ s5.o COTUIT EQUITABLE HOUSING, LLC £ �i- - P. 0, Box 95 - - - - s 64�95 - 5 /mow Centerville, MA 02632 TITLE , Site Plan LOT/107 ' v - Lot 106 ~ 57 Pheasant Hill Circle �' BAXTER NYE ENGINEERING & SURVEYING / Registered Professional Engineers and Land Surveyors / C)% ;` 78 North Street,3rd Floor,Hyannis,MA 02601 g �tH of Nqs�^ Phone-(508) 771-7502 Fax-(508)771-7622 /�o��'M Ti'HEW 0 20 0 20 40 q .43` 3 c G.l STD SCALE IN FEET Fs !DNA E SCALE: 1" = 20' DATE: 01-31-13 REV. DATE: REMARKS LOT406 WAWM NEWR 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214