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HomeMy WebLinkAbout0015 JULIE LANE _ a�17 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION V_-MAI W ,. Map 61t Parcel Olt Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee /� /6?d Date Definitive Plan Approved by Planning Board e Historic - OKH _ Preservation/ Hyannis Project Street Address. Is SU1 i 2. -.av►�2 Village CO�yit Owner A5 kew Address Po. &K 171'4 Telephone SOB- e126 —3849 Permit Request S4a11 �A (`ov��o10 n�m�d�/o Ra I � Scas Square feet: 1 st floor: existing-proposed 2nd floor: existing proposed Total new N Zoning District R F Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Qv e-e- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family WK Two Family ❑ Multi-Family (# units) Age of Existing Structure 1 r- Historic House: ❑Yes 3 No On Old King's Highway: ❑Yes , L2<0 Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing 6 new Number of Bedrooms: existing new Total Room Count (no2as inluding baths): existing new First Floor Room Count Heat Type anZes el: ❑ Oil ❑ Electric ❑Other Central Air: ❑ No Fireplaces: Existing New C Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ xisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: & existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: BUILDING DEPT Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ MAY 18 2017 Commercial ❑Yes ❑ No If yes, site plan review # TOWN OF BARNSTABLE ,Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER-) - - - Name r �� of Telephone Number �� ' 7q3 Address 7;3s bn'tt !�Qo License # r o t 7 Home Improvement Contractor# 7g9 -� Email rly-ck irx_ Cary-, CoiM Worker's Compensation # LLX ALL CONSTRUCTION DEBRIS RESULTIN FROM THIS PROJECT WILL BE TAKEN TO �- 3 oresPr SIGNATURE _'��7 DATE l 4 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 DATE CLOSED OUT ASSOCIATION PLAN NO. r P The Commonwealth of Massachusetts = a Department of Industrial Accidents s 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERNHTTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):Sunrun Address:775 Fiero Lane, Suite 200 City/State/Zip:San Luis Obispo, CA 93401 Phone M 978-549-9438 Are you an employer?Check the appropriate box: Type of project(required): 1.[Z]I am a employer with 35 employees(full and/or part-time).* 7. ❑New construction 2. I am a sole proprietor or partnership and have no employees working for me in ❑ 8. [J Remodeling any capacity.[No workers'comp.insurance required.] 3.�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.El Other Rooftop Solar 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lic.M WC013696002 &WC013696102 Expiration Date:10/01/2017 Job Site Address.15 Julie Lane City/State/Zip:Barnstable 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 MGL c. 152,§25A is a criminal violation punishable by 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.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 Si ature: Date: — r Phone Mg 7 7 1"3 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#: DocuSign Envelope ID:B+yF277EA1-8B99-4D4E-BB6B-9B28777040C6 u��s! snF®a.oeD�r Costco Wholesale Corporation/999 Lake Drive,Issaquah,WA 98027/Phone:1-877-483-6226/. Massachusetts Home Improvement Contractor Registration No.145011/Federal ID Number:91-1223280 HOME IMPROVEMENT SALES CONTRACT (Massachusetts) Print Customer(s)Name:Lynne Askew Date: 4/15/2017 Address of Property: 15 Julie Ln. Barnstable, MA 02635 Date Home Built: 01/01/2041 Phone: Home (508) 428_3849 WorkorCell 508-737-4515 Email: goneaske ldfah tmaiI com 1. Description of the Project. Materials and Eginment: Costco 6.Registration Notice:The law requires most home improvement proposes to furnish you,the Customer,with the materials, labor, contractors and subcontractors to be registered and any inquiries equipment and supplies as detailed in the plans and about a contractor or subcontractor relating to a registration should specifications for your project (referred to herein as 'Work be directed to Office of Consumer Affairs and Business Regulations, Order'J. Home Improvement Contractor Registration, 10 Park Plaza,Suite 2. Installation: Under this Contract, Costco does not perform 5170,Boston,MA 02116,617-973-8700. the installation work. Costco will subcontract the work to an 7. List of Documents to be Incorporated into the Contract:(1)Work authorized independent third party subcontractor("Dealer"). Order,(2)Special Order Purchase Order,(3)additional Costco terms and conditions if any provided to Customer,and(4)two Notice of 3. Contract Price:$40,500.00 This Contract will be completed for Cancellation forms.In case of inconsistency among any of the �I the Contract Price listed above. Dealer will deliver your payment documents listed above and the terms of this Contract,the terms of to Costco for processing. this Contract will control.These documents constitute the entire 4.Approximate start Date: 60-120 Days.Work is considered to have understanding between the parties,and there are no verbal or begun when materials for your Contract have been ordered. written understandings changing or modifying any of the terms of these documents. 5.Approximate Completion Date:60-120 Days. Work should be substantially completed by the approximate date above unless 8.Costco Return Policy Exception:Special order merchandise, the work has been delayed due to unforeseen circumstances. custom merchandise and installed merchandise cannot be returned You agree not to interfere with or permit others to interfere for credit or refund after the expiration of your right to cancel with,hinder or delay the start or completion of the work. period below.This is an exception to Costco's standard return policy. You may cancel this contract if it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof, provided you notify the seller in writing at his mail office or branch by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this agreement.See the attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. By signing below,you hereby acknowledge that you have read and understand these documents,in I uding the terms and conditions on page of this Contract and have received a completed,signed and dated copy of this Contract.You also acknowledge that you were verbally informed of your right to cancel this Contract. Doeusigned bar Signature of Customer(s lb3A85FA61ECA2425 144A , UtW / Date:. 4/15/2017 ... DocuSigneedby: Signature of Dealer's Representative on Costco's Behal IV62C825CFD29E410 Date: 4/15/2017 ... Print Name of Dealer's Representative: David Rval l Dealer Company Name: Sunrun Installation Services Inc. Dealer Company Address and Phone Number: 595 Market Street,29th floor,San Francisco,CA 94105 Dealer Company Contractor License No.: 178937 Home Improvement Salesperson Name and Registration No.: 9439232711 04/15/2017 PKK1 L1 CDRCCZ Pagel of 8 DocuSign Envelope ID:BF277EA1-8B99-4D4E-8B6B-9B28777040C6 Limitation of Liability:TO THE FULLEST EXTENT PERMITTED BY LAW, NEITHER COSTCO NOR DEALER WILL BE LIABLE TO YOU FOR ANY INCIDENTAL, INDIRECT, CONSEQUENTIAL OR SPECIAL DAMAGES AND UNDER NO CIRCUMSTANCE WILL COSTCO'S OR DEALER'S LIABILITY TO YOU EXCEED THE AMOUNT YOU HAVE PAID UNDER THIS CONTRACT. Note about Extra Work and Change Orders: Extra work and change orders become part of this Contract once the order is prepared in writing and signed by you and Costco or Dealer on Costco's behalf. If the parties fail to execute the extra work or change order in writing,you will still be responsible for the cost of the work performed based upon legal and equitable remedies designed to prevent unjust enrichment. Pre-Existing Conditions:In the event it is determined by Costco or Dealer that this Contract cannot be performed as intended, by the parties due to, for example, unforeseen structural defects or undiscovered pre-existing conditions to your property, Costco or Dealer may submit a change order to cover the additional costs that would be incurred to remedy such conditions, if possible.If you decline a change order,Costco may cancel this Contract.If the Contract is canceled,you agree to pay Costco the costs of materials, labor and services provided through the date of cancellation. Hazardous Conditions:In the event that Costco or Dealer discovers existing or developing spore or mold growth,asbestos or other potentially hazardous conditions at the Project location, Costco and the Dealer will stop work and will not attempt to test, repair or remediate such conditions.At your sole expense,you must arrange to have the hazardous condition removed by a third party in compliance with applicable laws within a reasonable period of time, or Costco may cancel this Contract. If the Contract is canceled,you agree to pay Costco the costs of materials, labor and services provided through the date of cancellation. Homeowner's Rights:A homeowner's rights under the Home Improvement Contractor Law(MGL chapter 142A) and other consumer protection laws(i.e. MGL chapter 93A) may not be waived in any way, even by agreement. However, homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law.In addition to guarantees or warranties provided by Costco, Installer or the manufacturer, all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which you and Costco lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. Lien Notice: Unless otherwise noted within the Contract,the Contract shall not imply'that any lien or other security interest has been placed on the residence. Building Permits:The following building permits are required:a Building Permit and an Electrical Permit issued in your name by Barnstable in the Commonwealth of Massachusetts.Costco and Dealer will obtain all permits or approvals necessary to(i) perform residential contracting services,(ii)design a residential solar facility,(iii)supply equipment and materials necessary for a complete and operable residential solar facility,(iv)install a residential solar facility,and(v)obtain approval to operate your residential solar facility from your Utility. It is the obligation of Costco and Dealer to secure such permits as the homeowner's agent. Homeowners who secure their own permits or deal with unregistered contractors shall be excluded from recovery under the office of consumer affairs and business regulation's Massachusetts Residential Contractor's Guaranty Fund(MGL Chapter 142A,Section 5). JgDS Customer's Initial Date: 4/15/2017/ Copy to Customer;Copy to Costco 04/15/2017 PKK1 L1 CDRCCZ Page 2 of 8 Docu$ign Envelope ID:BF277EA1-8B99-4D4E-8B6B-9B28777040C6 �adL COMM NOTICE OF CANCELLATION Date of Transaction 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 20 days of the date of your Notice 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,or send a telegram,to COSTCO WHOLESALE at 999 Lake Drive,Issaquah,WA 98027,Attn.:Special Order, NOT LATER THAN MIDNIGHT OF You may also cancel no later than the date above by faxing a signed and dated copy of this Cancellation Notice to Costco at 425.427.7269. DO NOT SIGN BELOW UNLESS YOU INTEND TO CANCEL THE TRANSACTION. I HEREBY CANCEL THIS TRANSACTION Special Order Purchase Order Number Date Name Of Customer Customer's Signature To be completed by Dealer Representative at time Contract is signed: Type of Program: Solar Dealer Company Name: Sunrun Installation Services,Inc. Customer's Telephone No.: (508)—tt-8--IQAO TWO COPIES TO CUSTOMER 04/15/2017 PKK1 L1 CDRCCZ Page 3 of 8 DocuSign Envelope ID:BF277EA1-8B99-4D4E-8B6B-9B28777040C6 ' �SPE6At 08D`ryt ° ESTIMATED SOLAR PROGRAM WORK ORDER PRINT MEMBER NAME(S): Lynne Askew MAILING ADDRESS: 15 Julie Ln. Barnstable, MA 02635 EMAIL: gonpaskewd0ho:tmai1 rem PHONE: (50S) 42S_3S49 MEMBERSHIP Number: 111867718044 PROPERTY ADDRESS: 15 Julie Ln. Barnstable, MA 02635 The Member(s)listed above agree to purchase the goods and/or services listed below, in accordance with the prices and terms described on this Work Order and the accompanying COSTCO Home Improvement Sales Contract("Sales ContracYl, of which this Work Order is a part. ESTIMATE OF THE PROJECT AND ESTIMATE OF THE SIGNIFICANT MATERIALS TO BE USED AND EQUIPMENT TO BE INSTALLED. Estimate to be confirmed at engineering site audit.If changes are to be made,they will be presented and approved by the member after the engineering site audit.The project is a solar electric system(the"System'l.It will be installed at your property address above(the"Property") by Sunrun Installation Services Inc., an independent third-party subcontractor to Costco("Dealer'l. Dealer's work on the System includes: design, permitting,assistance with Rebate Program paperwork(if applicable), installation and commissioning of the System and supply of the equipment and material typically necessary for a complete and operable System. Your System will be a Solar Facility with the following primary components: Equipment Description Quantity Panel Array 1 Manufacturer:REC Solar 3 Model:REC280TP BLK SKU:REC280TP BLK Panel Array 2 Manufacturer:REC Solar 6 Model:REC280TP BLK SKU:REC280TP BLK Panel Array 3 Manufacturer:REC Solar 12 Model:REC280TP BLK SKU:REC280TP BLK Panel Array 4 Manufacturer:REC Solar 17 Model:REC280TP BLK SKU:REC280TP BLK Inverter Array 1 Manufacturer:Enphase Energy 3 Model:M250-60-2LL-S2x SKU:Enphase 250W inverter Inverter Array 2 Manufacturer:Enphase Energy 6 Model:M250-60-2LL-S2x SKU:Enphase 250W inverter Inverter Array 3 Manufacturer:Enphase Energy 12 M ode l:M250-60-2LL-S2x SKU:Enphase 250W inverter Inverter Array 4 Manufacturer:Enphase Energy 17 Model:M250-60-2LL-S2x SKU:Enphase 250W inverter Other Accessories&Equipment and Trenching(if any): Other Work(if any):If Costco and Dealer agree to perform any other work requested by Member in addition to the System, it is described here: 04/15/201.7 PKK1 L1 CDRCCZ Page 4 of 8 DocuSign Envelope ID:BF277EA1-8B99-4D4E-8B6B-9B28777040C6 EXCLUSIONS.Costco and Dealer do not provide any of the following under this Work Order or the Sales Contract for the System: (1)removal or disposal of any material containing asbestos or any other hazardous material; (2)moving your personal items around the Property; (3)upgrades to the electrical panel or electrical service or additional costs associated with moving the current electrical meter; (4)roof improvement and repairs,including but not limited to repairing any roofing damage resulting from a substandard roof or substandard installation work; (5)structural framing work for any part of the roof or structure,including concealed substandard framing; (6)correcting mistakes of another contractor or subcontractor such as where the Property was not built to code; (7)removal and replacement of existing rot or insect infestation; (8)testing or remediating mold,fungus,mildew or organic pathogens; (9)painting of conduit or other structural parts; (10)fences; 04/15/2017 PKK1 L1 CDRCCZ Page 5 of 8 DocuSign Envelope ID:BF277EA1-8B994D4E-8B6B-9B28777040C6 (11)upgrades for utility access requirements such as special locks or 24-hour access gates; (12)Homeowners Association("HOA'J review,permitting or fees except we will support your efforts to coordinate with your HOA; (13)professional engineering services including site visits; (14)correction of structural integrity problems(for roof mounted systems)or evaluation and correction of ground stability under or near the system(for ground mounted systems); (15)removal of trees; (16)any studies or permitting beyond the basic building permit,or (17)monitoring services associated with any monitoring equipment that is provided directly by a manufacturer and subject to the manufacturer's terms and conditions. Other exclusions: REBATE CLAIM PAPER WORK,PAYMENT,AND DELAYS.You alone will receive any credit,rebate,environmental attribute to the Solar Facility,and all such incentives will be your property and transferable by you.You agree that you are solely responsible for completing any forms or applications associated with receiving such incentives,and that Sunrun shall bear no responsibility in the event such rebates or incentives(i)are not paid to you,(ii)are paid in an amount that is less than or different from the amount expected,or(iii)are not paid in a timely manner. GENERAL CONDITIONS.All of Dealer's work must be approved by the local Building Department.System power production estimates are based on data provided by the National Renewable Energy Laboratory.Actual System performance may vary due to weather, atmospheric conditions,System shading,or other factors,and is not guaranteed. YOUR PROMISES.You promise that one of the following statements is true:(a)you hold legal title to the Property OR(b)you have written consent from each owner of the Property for our installation of the System.You promise that you are eligible to purchase through the Costco Kiosk Program as a current Costco member.You further promise that if installation of the System is subject to the consent of an HOA or th oyvDS of an attached property,you will obtain that consent before the scheduled start of the installation. Initial Her (,(l WORK PROCESS.Before Dealer starts work,you will receive a design for the System.You may request changes for five days after receiving the design.If Dealer does not hear from you by then,Dealer will suspend the plan and make at least two more attempts to contact you to schedule the work based on the design.After two attempts,Dealer will cancel the Order if the Member is not responsive.If the Member responds and wants to schedule the work, Dealer usually needs one to two weeks at the Property to install a typical System.Holidays, bad weather,shortages of labor or materials,work by other contractors,your delay in completing any site preparation work you agreed to,or other events beyond Dealer's control are typical reasons for delay.The work is considered complete when the building permit is signed-off or,if that is not required,the date on which installation of the System is complete.If you require work at the Property to be completed in more than one phase then a Change Order may be required to cover any increased costs. WHAT YOU PROVIDE.You must provide Dealer with power and water for use during construction.If needed for monitoring,you must provide an internet con ,y>msUar4he site of the inverter. Signature of Members. "1KAAZ UUN / Date: 4/15/2017 3A85FA61 ECA2425._ DocuSigned by: Signature of Dealer's Representative on Costco's Behal[b9627E65BI610483 �� l.A�c uIX66 Date: 4/17/2017 ... . 4 04/15/2017 PKK1 L1 CDRCCZ Page 6 of 8 1 DocuSign Envelope ID:BF277EA1-8B99-4D4E-8B6B-9B28777040C6 sunrun y 0- LIMITED WARRANTIES Congratulations on selecting Sunrun Installation Services Inc.("Sunrun")to install your solar system(the"System").This document sets forth the different warranties that cover your System, its components,and the installation.If you have any questions about the scope of this warranty, or any installation-or component-related issues, please contact Sunrun Customer Care at 888-858-2496 or membercare@sunrun.com. (1) MANUFACTURER WARRANTIES.The solar panels and inverters installed as part of the System are covered by separate manufacturers'warranties(hereinafter,"Manufacturer Warranties'l.Sunrun will assign to you any Manufacturer Warranties in effect upon installation.Sunrun will also provide you reasonable assistance in contacting manufacturers. (2) LIMITED WARRANTY.Sunrun provides a limited warranty of ten(10)years(the"Limited Warranty Period"), counted from the date the permit is signed by the building inspector. During the Limited Warranty Period,Sunrun warrants(i)all of its labor,and(ii)the rated electrical output of the System will not be less than 85%of the DC nameplate rating(measured in kW)measured upon completion of the installation as a result of defects in parts Sunrun supplied or labor Sunrun performed to install the System((i)and(ii),together,the"Limited Warranty"). For the avoidance of doubt,this Limited Warranty does not cover parts already covered by the Manufacturer Warranties set forth in Section 1,above. During the Limited Warranty Period,Sunrun will at its expense repair or replace any parts or labor covered by the Limited Warranties. You may assign the Limited Warranties to a subsequent owner of the Property by providing Sunrun a written notice of the sale of the Property. (3) ROOF PENETRATION WARRANTY.Sunrun also provides a roof penetration warranty of fifteen(15)years(the"Roof Penetration Warranty Period"),counted from the date the permit is signed by the building inspector. During the Roof Penetration Warranty Period,Sunrun warrants that all roof penetrations Sunrun makes as part of the System installation will be weather-tight(the"Roof Penetration Warranty"). For the avoidance of doubt,this Roof Penetration Warranty does not cover parts already covered by the Manufacturer Warranties set forth in Section 1,above. During the Roof Penetration Warranty Period,Sunrun will at its expense repair or replace any parts or labor covered by the Roof Penetration Warranty. (4)OBTAIN WARRANTY SERVICE.To obtain warranty service,you must notify Sunrun in writing or via email(at membercare@sunrun.com)of any defect. Provided that the Warranty has not expired, otherwise voided,or subject to an exclusion,Sunrun will repair or replace the defect within a reasonable time after you notify Sunrun. Upon expiration of its Limited Warranties or the Roof Penetration Warranty there may still be applicable Manufacturer's Warranties.After the applicable warranty periods expire,Sunrun will provide a quote of its standard price for such work. (5)WARRANTY EXCEPTIONS AND EXCLUSIONS.The installation of the System may void your existing roof warranty, if any. You should check with the roofer or builder concerning any impact the System will have on an existing roof warranty. Sunrun's 15-year Roof Penetration Warranty is not affected by any existing roof warranty.The Limited Warranty and Roof Penetration Warranty do not apply to(a)labor performed with parts not manufactured or purchased by Sunrun;(b)labor performed according to plans or specifications not provided or obtained by Sunrun,such as plans you provide;and(c) monitoring equipment and materials listed on the Work Order as Other Accessories&Equipment. Repair of the following is specifically excluded from its warranty:any parts that were modified, repaired or attempted to be repaired by anyone other than Sunrun without its prior written approval;damages resulting from abuse; damages due to animals,weather or natural disasters;damages resulting from mold,fungus and other organic pathogens;shrinking/ cracking of grout and caulking;and fading of paints and finishes exposed to sunlight. 04/15/2017 PKK1 L1 CDRCCZ Page 7 of 8 DocuSign Envelope ID:BF277EA1-8B99-4D4E-81366-91328777040C6 By signing below,I acknowledge that I have read'and understand the Limited Warranties. . F oeuSigned by: t IU, ULW 4/15/2017 3AMFA61ECA2425... Member Signature Date Lynne Askew Customer Name(Printed) AZ Lic#294836;CA Lic#750184;CO Lic#EC.0007080;Aurora,CO Lic#2014 857999 00 CL; CT Lic#ELC.0200835-E1,HIC.0642655;HI Lic#28011; MA Lic#EC.1141, HICA80120;MD Lic#EC.10767,HICA32591;NH Lic#0376C; NJ Lic#34EB01574500, HIC.1 3VH05700500; NV Lic#0079413;Greene,NY:508;Hempstead Town, NY:2265;Long Beach, NY:3475;Middletown, NY:96; N.Y.C., NY:HIC#2015496-DCA;Orange Cty.,NY:669;Port Jervis,NY:A-200;Putnam Cty.,NY:M7YR22113, HIC#PC6325, E.M135; Rockland Cty., NY: HIC.H-11820-40-00-00;Suffolk Cty.,NY:34280-ME,HIC.54140-H;Westchester Cty.,NY: 1403, HIC#WC-27604-H15; Yonkers,NY: HIC#5590;OR Lic#C492;PA HIC.PA075650;SC EL5.M113485 I 04/15/2017 PKK1 L1 CDRCCZ Page 8 of 8 DocuSign Envelope ID:BF277EA1-8B99-4D4E-8B6B-9B28777040C6 My Custom Sclar Design Prepared by David RyaLL, 04/15/2017 My Information Lynne Askew 15 Julie Ln Barnstable, MA 02635 Annual Usage: 12,262 kWh Estimated System Size: 10.64 kWp Energy Offset: 93% Approval I have reviewed My Custom Solar Design and approve of the placement of solar panels identified above. I understand that the actual number of panels and their precise placement may vary based on engineering, installation, and solar energy production considerations, including roof type, shade, and other factors. CDocuSigned by: - V).,x asb-w 4/15/2017 3A85FW ECA2425 Customer Signature Date V2612017 image001i.png y Massachusetts Department of Public Safety Construction Supervisor Board of Building Regulations and Standards Restricted to. Unrestricted -Suildin:gs.of any use group which contain License:CS-080034 less than 35.00G,cubic feet(991 cubic meters)of Construction .Supervisor enclosed;space. CRAIG M ORN _ 73 WALNUT ST OXFORD MA 01540 ��- •� f Failure to,possess a current edition of the Massachusetts Expiration: State Buildfny Code is cause for revocation of this license.. Commissioner 0112212019 DPS Licensing;information visit:WWW.MASS.GOVTDPS httpsl/mail.googfe.com/mail/u/0flhnboxtl59db3eO53bd6413?projector=1 Cnc.,T>t/�aultrue2� U01, ce of Consumer Affairs&Business ge c fIQKrClk:n : ME IMPROVEMENT gutation . CONTRACTOR License or,reglstrafion valid. gistratrott, iz8937 before the:expiration.d for individual uSe o xpirebatt 6l12Q#g � Ce of Consumer ate. If found:return to; my SUNRUN INC. TYpe: Affairs and n Supplement Card 1'0 Park Plaza-Suite 51.air Business Regulation Boston,,M,A.02'jg1 CRAIG ORN 595 MARKET ST 29THrFL-cz; SAN ERANCISC0 CA 94105 :, a, ,_t•" "'— �, undersecretary Not id; � without signature: ACC>R& CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) F9/29/2016 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 endorsements. PRODUCER CONTACT Arthur J.Gallagher&Co. NAME: PHONE 415-546-9300 FAx Insurance Brokers of CA. Inc.License#0726293 . c o•415-536-8499 1255 Battery Street#450 EADDRESSD -MAIL San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC 9 INSURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURERB:James River Insurance Company 12203 Sunrun Installation Services, Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane,Suite 200 San Luis Obispo,CA 93401 INSURER D:Endurance Risk Solutions Assurance 143630 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1728273535 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS B X COMMERCIAL GENERAL LIABILITY 000641242 10/1/2016 10/1/2017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGES(RENTED PREMISES Ea occurrence) $300,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: Total Policy Limit $10,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ C UMBRELLA LIAB X OCCUR H16XC5023204 10/1/2016 10/1/2017 EACH OCCURRENCE $5,000,000 D X Excess LIAs EXC30000181000 10/1/2016 10/1/2017 CLAIMS-MADE AGGREGATE $5,000,000 DED I I RETENTION$ $ A WORKERS COMPENSATION WG013696002 10/1/2016 10/1/2017 PER OTH- A AND EMPLOYERS'LIABIL17Y YIN WC013696102 10/1/2016 10/1/2017 X S TATUTE ER ANY PROPRIETOR/PARTNER/EXECUTNE NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1.000.000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) WC013696002-$25,000 Deductible;WC013696102-FL,HI,MA,NJ, NY,OR,VA,WI only.Named Insureds:Sunrun.lnc.,Sunrun Installation Services Inc.,Sunrun South LLC,AEE Solar, Inc.,Clean Energy Experts LLC,Sunrun Solar Electrical Corporation Re:Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 367 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 2601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 1 u n.r U.n May 12, 2017 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 221R-015ASK1; Plan Set: Rev A.1, Dated 5/10/17 Client: Lynne Askew Address: 15 Julie Ln, Barnstable, MA 02635 Attn:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x10 Rafter @ 16" OC. The roof is sloped at approximately 26 degrees and has a max rafter span of 12' 0" between supports. Design Criteria: • 2009 International Building Code w/780 CMR • Basic Wind Speed Vult= 142 mph (Vasd = 110 mph), Exposure B Ground Snow Load= 30 psf After review of the field observation report,the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, V� �ZH �SS`tj r► P Sage Lopez, P.E. . cP Civil Engineer �` i -� - NO. 470 �n ► Sunrun, Inc ,, o As FGJSTV- AL 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 aoou n r u cr Structural Calculations for the Lynne Askew Residence PV Installation Date: 5/12/2017 Job Address: 15 Julie Ln Barnstable, MA 02635 Job Number: 221R-015ASK1 Scope of Work These calculations are for the existing roof framing which.supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load,Snow Load,Wind Load,& Dead Load 3 Roof(1) Framing Check 4 Roof Attachment Check,Seismic Check, &Scope of Work Engineering Calculations Summary Code: 2009 International Building Code w/780 CMR ASCE 7-05 Snow Load: S= 30 psf Live Load: LL= 20 psf Wind: Wind Speed ASD (V)= 110 mph Exp. = B PV Dead Load: ,&jjjW&=A,3.0 psf V� �ZH �SS��ir Sincerely, Pz Sage Lopez, P.E. _ s)Vi Civil Engineer �� N0. 470 �n ► , I Sunrun, Inc %�} FojsTVF- �AL Al 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 Engineer:SVL r"' Date: 5/12/2017 Job:221R-015ASK1 0313 Address: 15 Julie Ln © Barnstable, MA 02635 2 of 4 Structrure Geometry: Mean Roof Height,hn = 23 ft Eave Height,he = 18 ft Buiding Length,L = 70 ft Building Width,B = 20 ft Module Area = 20 ftZ Roof Pitch,0 = 26 degrees Live Load: Roof Live Load,Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load,pg = 30 psf Fig.7-1 Snow Importance Factor,Is = 1 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 7-3 Exposure Factor,Ce = 0.9 Table 7-2 Roof Slope Factor,Cs = 0.80 Figure 7-2c Flat Snow Load,Pf Sloped Roof Equation 7.3-1 Sloped Roof Snow Loads,Ps = 16.72 psf Equation 7.4-1 Is the width of the roof>20ft7 Yes Drift Height,hd = 1.44 ft Figure 7-9 Roof slope for a rise of one,S 2.05 Unbalanced Width = 5.48 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 34.67 psf Fig 7-5 Wind Load: Basic Wind Speed(3s-gust),V = 142.0 mph Figure 26.5-1A VASD = 110 mph Building Occupancy Category = 2 Table 1.5-1 Exposure Category = B Sec 26.7.3 Topographic Factor,Kzr = 1.00 Equation 26.8-1 Adjustment Factor,A = 1.00 Figure 30.5-1 Edge Zone,a = 3.00 ft Figure 30.5-1 Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30 = -32.32 -53.22 -80.00 Figure 30.5-1 Pnet=0.6 x A,x KzT x Pnet3o) _ -19.39 -31.93 -48.00 Equation 30.5-1 Downward(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30 = 19.06 19.06 19.06 Figure 30.5-1 Pnet=0.6 x X x Kzr x Pnet30 = 11.44 11.44 11.44 Equation 30.5-1 Dead Load: Roof 1 : Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x10 Rafter @ 16"OC 3.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof DL= 12.0 psf ITotal Wall DL= 12.0 psf 133 Technology Dr.,Suite 100, Irvine,CA 92618 P 949.393.0993 Engineer:SVL zM Date: 5/12/2017 Job:221R-015ASK1 Q Address: 15 Julie Ln ua Barnstable, MA 02635 3 of 4 Roof(1)Framing Check: Roof Framing = 2x10 Rafter @ 16"OC Timber Species = Spruce-Pine-Fir#1/#2 Max Beam Span = 12.00 ft b = 1.5 in d = 9.25 in Moment of Inertia,Ix = 98.93 in" Section Modulus,Sx = 21.39 in Bending Stress,Fb = 875 psi Elastic Modulus,Emin = 510000 psi CD(Wind) CD(Snow) CLs CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.10 1.00 1.00 1;15 PV Tributary Width,Wpv = 2.75 ft PV Tributary Length,Lpv = 4.0 ft PV Tributary Area,At = 11.0 ftZ PV Dead Point Load,PD=Ppvx At = . 30 lb Roof Distributed Load,wDL = 11 plf Load Case: 0.6131.+0.6W (CD=1.6) Roof Zone = 1 Pup=Pnet X At+0.6 X PD x Cos(B) = 196 lb Mb(wind_up) _ -788lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF xCfu XCi XCr = 1771 psi Mallowable=Sx x Fb'(wind) = 3157 lb-ft > -788 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnet x At+PD X Cos(9) = 155 lb Mb(wind_down) = 913lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 1771 psi Mallowable=Sx x Fb'(wind) = 3157 lb-ft > 913 OK Load Case: DL+0.75(0.6W)+0.755 (CD=1.6) Roof Snow Distributed Load,wSL = 22 plf Psnow=Ps At = 165 lb Mb(wind_snow) = 1341 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 1771 psi Mallowable=Sx x Fb'(snow) = 3157 lb-ft > 1341 OK Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 22 plf Psnow=Ps x At = 165 lb Mb(snow) = 1096lb-ft Fb'(snow)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 1273 psi Mallowable=Sx x Fb'(snow) = 2269 lb-ft > 1096 OK 133 Technology Dr.,Suite 100, Irvine,CA 92618 P 949.393.0993 Engineer:SVL e TM Date:5/12/2O171'�" - 13 . Job: 221R-015ASK1 0013 Address: 15 Julie Ln Barnstable, MA 02635 4of4 Rafter Attachments:0.6D+0.6W(Zone 21 Puplift=At x Pnet = 333 lb Connector Uplift Capcity per SnapNRack Test Results = 500 lb > 333 OK 5/16"Lag Screw Withdrawl Value = 205 lb/in Table 11.2A-NDS Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 820 lb > 333 OK Seismic Check: Existing Dead Load: Solar Dead Load: Aroofexisting = 1400 ft2 Wpanel = 42 lb Wroofexisting = 12600lb NUmpanel = 38 Awallexisting = 3240 ft2 Wpanel_tot = 1596 lb Wwallexisting = 38880lb Wbos = 372lb Wtotal = 51480lb Warray = 1968lb ioincrease=(Wtotal+Warray)/Wtotal = 53448 *100%-100% = 3.82% ** 51480 **The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr.,Suite 100, Irvine,CA 92618 P 949.393.0993 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN Doi. TWO STORY VAULTED WOOD RAFTER 2 X 10 11'-6" 16" WA 4'-0" 2'-1" REC SOLAR:REC280TP BLK AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN Doi. TWO STORY VAULTED WOOD RAFTER 2 X 10 11'-6° 16" N/A 4'-0" 2'-1" MODULE DIMS: 65.5"x 39"x 1.5° AR-03 COMP SHINGLE FLASHED L FOOT. SEE PEN Doi. TWO STORY VAULTED WOOD RAFTER 2 X 10 12'-0" 16" WA 4'-0" 2'-1" MODULE CLAMPS: AR-04 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 10 12'-0" 16° N/A 4'-0" 2'-1" Portrait:8.2"-16.4°Landscape:4.9"-9.8" D7-AR-01-SCALE:1/8"=1'-0'" D2-AR-02-SCALE:3/16"=V-0" MAX DISTRIBUTED LOAD:3 PSF PITCH:28° PITCH:26° SNOW LOAD:30 PSF , AZIM:164° AZIM:119° WIND SPEED: ® (E)VENT TO BE 110 MPH 3-SEC GUST. ® RE-ROUTED LAG SCREWS: 5/16"x3.5":2.5"MIN EMBEDMENT V-4" - 29'-7" - 1' NOTE: INSTALLERS TO VERIFY RAFTER 1 7° 36-2" — 2-7" rg" SIZE,SPACING AND SLOPED . r6" SPANS,AND NOTIFY E.O.R.OF p- e- — — ANY DISCREPANCIES BEFORE e pI YPROCEEDING. -{'4'TYP - TYP- PENETRATION SPACING: 9" 101 -e I FULLY STAGGERED 11' O— O— O— o- -o -5'-8•- — 2t10^ }— I 8- r-io" — o— ,i'-4" _V-6 16'-6" sun run D3-AR-03-SCALE:1/4"=V-0" D4-AR-04-SCALE:1/4"=V-0" PITCH:28" PITCH:28° AZIM:254° 9" - 9'-10" - 11° AZIM:74° 11" - 9.- #180120 ® -=.r g" ® r6" naconesrsmeerzwo.w�ueoaoucH.nuanu -� PnaNe eee.en.eszr ' FA%805.528.8)Ot CUSTOMER RESIDENCE: LYNE ASKEW 4'FTYP �� I �cyG i 4'TYP—� 5,.6= 15 JULIE LN BARNSTABLE,MA P Z 02635 am IVI m ` NO. 470 ti►__•-0-—--_ TEL.(`08)42&3M APN#:021 099 v �— — 11' RFc/STEa�`o,��ee PROJECT NUMBER: �� ySAL �en;�' 221R-015ASK1 •?Iry�'V'41 DESIGNER: 303.942.2571 g_7^ LEAH HOLTON DRAFTER: LEAH HOLTON SHEET LAYOUT REV:A.1 5/10/2017 PAGE PV-3.0 r F r x Plan Reference: Barnstable County Registry of Deeds Plan Book 284, Page 98. R' , 5T•69 S S7?2s S vJ C�^^ co oN 2 CO tip•. . o 36.5'. c Existing . N Foundation 0 20.0' LOT 3 43,701 +/- S.F. s ,b N 0 so .. 6?43Sn IN?3 Lot 7 0 pp, Lot 2 hereby certify that this foundation is located on the ground as shown and that it conformed to the Town of Barnstable Zoning By-Laws regarding minimum setback requirements at the time it was constructed and that the property is located in Flood Zone "C", as shown on F.I,R.M. 250001 0021 D for the Town of Barnstable, revised to July 2, 1992. Norman Grossman, R.P.L.S. Date Of FOUNDATION LOCATION PLAN LOT 3 JULIE LANE N°SSMA Gt�pSSP�iA BARNSTABLE, MA, h! � . No. 12775 9EcISt�R`�° ""� SCALE : 1" = 40' Norman Grossman, R.P.L.S. �� 10 Marsh View Roa d �AL �.��� . Y DATE : 26, 1998 East Falmouth, Ma. PLAN NO. : C- 488 508-548-1920 TOWN OF. BARNSTABLE .-- ' CERTIFICATE OF OCCUPANCY -' PARCEL ID 021 099 GEOBASE ID 1009 ADDRESS 15 JULIE LANE PHONE (508)428-3849 COTUIT ZIP - LOT 3 BLOCK . LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 37406 DESCRIPTION SINGLE FAMILY DWELLING (PMT.#20500) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: � - BOND $.00 , CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY * HARNSTABI.E, # MASS. �039. FD � Mld BUILDING DIVISION BY DATE ,ISSUED '03/26/1999 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M A�C(� I DATA S ,'r 47 15 ,,N- ' . . t t,,iiV`_ FJU IS tl!.`ti jF�lyw. 7 r i 061 ►.:11 IJ o,1.rJPL 14,N`L' i E011IT noo i/L'FCv,LIT T Aq �114, 3 1,1..:Z. 40IJSE, SFVJACL ?1'.J&11T J I u 0114 rlflf 7' - OP., if)I (alj I i`.I' L i4wM R I')FNT_LAL t.lr CIG, i.,mT lr*IIUc,'L(,,it',: P ')P '°ti"rY LMHFa11' Department of Health, Safety �``��`ILr: "�c• and Environmental Services �flU. 0 0.(It) �T �i► S11RGL,, CAM 0fiP' '_ETAC'�Ir'O, l * BARNSTABLE, MASS. 1639. P.C ._00 1'1 .1.-.1, BUILDING.DIVISION Cu'10 I ', MA BY - j)ATE P! "t_ i i Oi L).P E I I THIS PERMIT CONVEYS NO GHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC ROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL A DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELE SE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR ALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTR CTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPRO ALS ELECTRICAL INSPECTION APPROVALS 2 �- � (� 2 2 ix -� J 9�p�� ry�sd Q 2 _ I 3 , , l 2-1 y ING IN PE TIONaAPPROVALS GINEERINg DEPART(�_ E ` 2 ��,/ C f r B OF HEA H �. 9- � G OTHER: ^V SITE PLAN REVIEW APPROVAL T96 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TIOI$ NOTED ABOVE. TION. 311 6 t 4• r t s 50C) \ � n ' ��En Engineering Dept. (3rd floor) Map r��� Parcel e it# 99 House# Date Issued " Board of Health°(3rd floor)(8:15:=9:30/1:00-4:30) 1 — Conservation Office(4th floor)(8:30-9:30/1:00-2:00) / Planning Dept.(1st floor/School Admin. Bldg.) WOR Definitive P ov by Planning Board �j1„r � /7 19 INV mu �-� TOWN OF BARNSTABL t6jq tF0 MAC s 'R iaiklip-P� �Jt Application "j .� < Pro'e f eet Address - _ ` Village 0TV L 4" Owner J)o o6 _M ( Aj bak), L.q my e- M tEk)Address O U>� 0 I q CYN17$ of A Telephone Permit Request LD to ulU i'- fzaJ$� P�( , �4w, el«G- First Floor 4we and Floor ' square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size I A C rC, Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes U o On Old King's Highway ❑Yes [�o Basement Type: Er'full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New 3 Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New 5 First Floor Room Count 13 Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air ❑Yes &<O Fireplaces: Existing New Existing wood/coal stove ❑Yes Qqq_o� Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) (Attached(size) ❑Barn(size) L ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Au horization ❑ Appeal# Recorded❑ Commercial ❑Yes o If yes, site plan review# Current Use Proposed Use Builder Information Name, 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 DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �CSIGNATUR . _ DATE BUILDING PERMIT DEN ED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY r PERMIT NO. r` DATE ISSUED MAP/PARCEL NO: r L , All w ADDRESS' ,,y ; VILLAGE OWNER j DATE OF INSPECTION: FOUNDATION FRAME. LL / J T INSULATION{ .FIREPLACE Z�' ELECTRICAL: ROUGH FINAL PLUMI�mm OUGH FINAL GAS: rROUGH FINAL FINALX DATE C ASSOCI L - DATE: HOUSE NUMBER CONFIRMATION . TO : ASSESSORS DEPT. FROM: D.PW/ ENG. PARCEL ID: MAP PCL DEV. LOT: - FORMERLY NO. 13— R D. RD. NO- FRO14TAGE: NOW : NO. RD. Ju Lac a �8 RD. N0. FRONTAGE SEC. RD. T �. Co;v�t RD.NO. _ FRONTAGE: l � VfLLAGE: I i ;I THANK YOU, h p�a„,j",r,p.agw.+eyJ.�'""�""'^`4-„- ,..r-.-r.--r-v*..r-fir N^.w,-....- w...«,-. �,.: .. ..w. •-f»t.+.... .y..• is'-1r W"'.�,'`.r"�"+Fa�{,'S*-Farb?q"°'P"'ir+e-xcr+"a.'t{�y��e''7�r3�i*+"'.�'y``""...i'�if,F7^k}";a'";� �t - KWE� o� The Town of Barnstable SAE.MASS. Department of Health Safety and Environmental Services e �t639•p`0� f o►�. Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection V` Location < J L4- -q� Permit Number Owner ��P Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: C rA4� 41"e-k" CA d(ZA Please call: 508-790-6227 for re-inspection. Inspected by Date P5.��, x.BY"�t5�. 4'`�3>. �•a#.� r"�'T'�`.x ¢`;�„f�, � _ F 4 r� _ - .'�' r ,,.�xY'• - - +3r '� :,yob �„`k., PL a,�.�• `"� s '" � - ta _ . _TOWN OFBARNSTAI _. �t De artment-Foundation Permi Building p ' . Date Varne J)� Location 1-nsp. 'of Bldgs. . . 1. a <l e -7Z _�./.-ate i ____�.._ _ �. i *�\ \ r r S .. .`-��� �..____ . � , , , _.-.- _-� _____ ______.__.__Y.__ _�. �� � __ _ __ �' �, � _"� .�, .� 1 _, . . t. . . �•i ,` •', '� � , ti�' .. �' r g-- \� � � - ` . � i � � � '�', .� i'� pit �'� .. ( t ' � � . `' . .: �` � \ ,��. ` � ' > � - �� � t' .. � � } , � t `, _. 't � , .� r s` �` �.__ - _ _ , i � ,- .=,, * •� � y, v......_d_.�..__. _ .,_, - - - _.........r._....._...,....- +{ �� Zvi { Gv U✓�lv �kJ /75 i The Commonwealth of!Ilassachysetts c •+::i� -;--'.=�;:� Department of Industrial Accidents - 1 r ; 600 H'asbington Street Bostotr,J11ws. (12111 Workers' Compensation Insurance Affidavit A licant information: Please PRINT l=1 .._._box-�»_.----_._ .=_ _ .._��.----- -------- - name: locition• city phone f I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my,empioyees working on this job,. company name- address: city: phone#: I insurance co. policy# 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name address: ciLv: phone#: insurance co. policy# company name: address: city: phone#: insurance co. policy# Attach addih --• onal'sheet if aeces- ----•, railure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of investigations of the DIA for coverage verification. 1 do here.1 certi r under the pains and penalties of perjuty that the information provided above is true and correct Si_nature Date Print name Phone# (1offleial use only do not write in this area to be completed by city or town officialcityor town: permit/license# riBuilding Department [3Ucensing Board [3 check if immediate response is required pSelectmen's Office C]1le2lth Department ' contact person: phone#: rtOther (revised 19;P1A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An enrpinyer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more cf 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 the 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 dwelling house or on the ,rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant,vyho has 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 have been presented to the contracting authority. .,r 57 •"T �•. 4'• i ,x. •t sl:ti x. '� - § lza.,.,w .x :.,,, 7 x'+L 1 ..tr 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 all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the p;-.rmit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. .. :�^..:n. rm+•,,.n. •-s"- -..-.. ..,,yr.-.�:..;•�.,.....r...?•.r-^.+.+^ncanr�•.yr ^ir•..,..—.,. +Rr'r-n^-•,o- 77,77. City or Tovms Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in tiie permit/license number which will be used as a reference number. Tlie affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. Tile Office of Investigations would like to thank you in advance for you cooperation,and should you have any questions, please do not hesitate to give us a call. r"'TO..'NY+,.n•.;...,...,.- -u:,.y... �,,..r-r�s +•.-w.c.::ta.+ .-•-�..+ +awry.!q ,r++.,ar--....�rnn.+vwaws.y�"tvr,wfFelrrr".-r.z- .v,.,�r�o►nw�na�+n+.nw• The Department's address, telephone and fax number: 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 Please print. DATE JOB. LOCATION 3 (U[�( 1, (Q Number Street address Section of town "HOMEOWNER" QI. OCJ&L Name Home phone Work phone - PRESENT MAILING ADDRESS � A HA 3�i 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 Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes , responsibility for compliance with the Stat 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 co ly with said pr cedures and requirements. HOMEOWNER'S SIGNATURE 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 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 P would with licensed Supervisor. The Home Owner- actir. as supervisor is ultimatelyres ponsible. .. .; To ensure. that the Home ,Owner is 'fully aware of his/her responsibilities, mar. 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' cur'rently used by several towns., You may care to amend and adopt such a form/certification for use in your community. J ' O • l 7 T 4 SEPTIC SYSTEM PROFILE SOILS LOG FIN.GRADE OVER FIN.GRADE OVER ELEVATM_vw�-,_ FIN GRADE" FIN.GRADE OVER DIST.BOX ',.,SOIL ABSORPTION SYSTEM PERCOLATION TEST,',�. TOP of AT HOUSE SEPTIC TAW FOUNDATION 4" 462 46.0 TEST HOLE 1 TEST HOLE"i ELEV.. 46.4 ELEVATION7 0" ELEV.. 46.3 2%MIN,GRADE TV WA 0 ORGANIC OVERT a Ir OF GRADE a, T 12- A S T FOUNDATI LOAM ELEVATIO -6 --- 2" 4z" 4Z=. a LOAMY SAND SANE 43.50 4LGO* 1 :1* . ., EFFEC 400 PRECAST,Cl OR P.V.C.TEES DIST. BOX -,-,;IOA3'TOTAL EFFECTIVE WIDTH 1500 GALLON H-10 LOADING' % SEPTIC TANK . 0 MEDIUM SAND BASEMENT FLOOR H-10 LOADINGTO BE SET ON A LEVEL & STABLE ELEVATION 0-0 E_1 BASE _10 %=ED STONE SAS -30R • 10, 1 ACME DB APPROVED EQUAL TANK SEPTIC TA SET LEVEL AM TRUE TO GRADE, CRUSHED STONE BASE ON Profile not to scale 34 ON 6 MECHANICALLY COMPACTED NATURAL MATERIAL OBSERVED GROUND WATER: NONE ADJUSTED GROUND WATER: NOW j,:t PERCOLATION RATE. 5 ilk INCH SOIL CLASS: .7 -�­.INFILT:INFILTRATOR EFFLUENT LOADING RATE. 7 T IR Aluir UILIM SOIL EVALUATOR: X LOr:2 IAP. NOT TO n SCA LE, CERTIFICATION NUMBER t WITNESS: JERRY BOARD OF HEALTH,TOWN OF BARN5TAULL DATE OF TEST: Ln DESIGNAT 4 :oA NUMBER OF BEDROOMS G.P.D./ 110 G.P.D. (5-- OW GENERAL NOTE TOTAL DAILY FL 440 G.P.D. NO GARBAGE DISPOSAL 440 1. ELEVATIONS BASED UPON U-S-G-Sw LEACHING REQUIRED G.P.D. LEACHING PROVIDED 531 G.P.D_ 2. ELEVATIONS AND LOCATIONS SHOWN PLAN 4 1500 GALLONS SEPTIC TAW REQUIRED ARE NOT TO CHANGE APPROVAL ~ LOT 3 46 SEPTIC TANK PROVIDED 1500 GALLONS OF THE ENGINEER AND THE TOWN HEALTH AGENT. SIDEWALL AREA- 68.93S.F.43.7012 SF., 'A 0 3. ALL SYSTEM COMPONENTS ARE TO BE.IINSTALLED IN BOTTOM AREA -2_8978S.F. ACCORDANCE WITH S.E.C.TITLE V-AND LOCAL HEALTH TOTAL PROVIDED-nftaS.F. A Q74 -%65-45 GPfO-1 UNIT RULES AND REGULATIONS. O 4. ALL PIPES ARE TO BE CAST ONOW OR P.V.C. 4W,A,' 943041% G.PD../.uNrr 2 UNITS .530.9 G.P.D. TOT. . 5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE )jL ­'�NOTIFIED WHEN SYSTEM IS COMPLETELY:IINST NOTE:EXCAVATE TO EL. OR LOWER AS SI 'CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL,SUBSC AND READY FOR INSPECTION. usED'OoR'soLAR CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE 6. NORTH ARROW IS NOT TO BE "ORIENTATION ORIENT -,}\ .i __ - INLET INVERT OF THE SOIL ABSORPTION SYSTEM FOR 40 A DISTANCE OF 5*MIN. AND BACKFILL WITH CLEAN GARAGE SAND.,PER 310CMR 15.255:3. 30 LOT 7 46-t IF REV BY DATE DESCRIPTIGN. j' 0 PROPOSED SEWAGE SYSTEM., DISPOSALL 263 IT LOT 3 -- JULIE LANE, BARNSTABLE,' NORMAN DOUG&LYME ASKEW MA APPLICANT: JULIE LANE ADDRESS: P.O.BOX(714 CCTUIT.M&02M Y ENGINEER: NORMAN GROSSMAN. R.M_ I ON N DATUM. THIS 34 Y.2000,LOCUS MAP SCALE: ". 10 VIEW ROAD so Top of B.J MARSH ZONING DISTRICT MOW ZONE ELEY MAP NUMBER EAST FALMOUTK MA. d. APR SEC ..2500100210 508-1"4920 C. LO SCALE v. MAP . PCL DATE DWPL By/0M BY i PLAN No. PLAN REIIERENCM AS NOTED JAN,03.t"7 JIM / NO 451 jahmeST.cwry.RM RAN@K 3 SITE PLAN---SCALE SCALE r,•3o, tj TO TIME 9 DATE Z M it+++ a ►le�a to � ���� � � Yoa�tall sceya► OF ❑Piense Wtsta PHONE ❑dial call ❑Yno`II _ ngnin MESSAGE r r O ERATOR: 7 23-024-400 SETS 3-027-200 SETS - .. 4-6 - - O ___ _ _ Ea! cae cne Y -----------------a -- -I t v . ri - - --------- - -F---------------- '------- -I--- -'__ __ - - ------------- --- N tr IL Z F- z - BEAM POCKET - BEAM POCKET _ _ W J 1W In .. DTAIR,OULKHGAD, • ALIGN COL K/ § ^O U,_ � AND FOUNDATION GOL ABOVE r Q , ` J V DEG16H TO OR s cooaaNArea BASEMENT Q m o 0 m DAD UPON FIELD W O e.. GONDRIONb. 7- Z . •. ALIGN COL YV ._ ALIGN GOLD.W/ - ALIGN COL W/ F COL ABOVE .. GOL ABOVE COLABOVE V-- '- I POG l� GQ.G _Q.0 EQ.D GO.D BEAM O , - ---i- -� -i- -i- -- KET Z , , , , , , I , , , UNDER HANDRAIL^ - D BOILERo HANDRAIL , . ,• i ALIGN COL W DI:AB(D')UN ,/, •, l.OI.ABOVE THIB'WALL ___ , \, GOORDINATG D BEAM POCKET - CHIMNEY DESIGN ,,`'` •. O. .. ` DHW VENT ILERANO .. `4•SLAB-ON-6RADG 'e 4 c NT DHYI ``9 �J• 17'X SO•GONCRCfE b. YI/TROWEL FINISH. 04 .REQUIREMENTS- _ FOOTN65 4'-a BELOW W. ..,.!NON GRADE,MRI - i„ ,••`,•• _ ---- '`, N f1 ' 1D'CJP.CONGRCTE __- _ _J.__ . 4 ' ' , .FOUNDATION WALL STEP WALL AS D. • •' .' REQUIRED FOR ` _ _i_____ _ _ _ ___ 7-- 0 GMANG�N bRADE d -- _ __. - ro. a'., COORDINATE YVALLO u , i f W/DOOR OPENING& •� UNEXCAVATED 10'GONG, ARCwITEGT O�DONOTUBG TOP OP `•)' -- PAUL E DAWSON DONOTUBG TO BE 4' T , BELOW FINISH i..• __i_.__ --f _ AMBRID E.MA 02 9 ' MCIGHT OF 6ARAGC GAMBR�6E,MA O7 19 9 D_9. S.-D. FLOOR YP. o/99'I DLAB,T CONCRETE FOOTN&S 4'-0' BELOW GARAG! - - - SCALE 1/4'-1'-O'UDlt FLOOR SLAB. - - ,',, ''(1 DATE: 19 JAN.1599 .6 1 2'X 90•X 90' DRAWN+PED 7 - GONGRETC FOOTINGS - BEARING ON UNDISTURBED SOIL,.GONC GAL FOUNDATION 1 O ` SONOT,JBG.TOFOF PLAN SONOTUBE TO BE 6• • - ABOVEPINISM 6RADE.TYPICAL A•O 42'-6' .. I STAIR RAILS- \ REOWRED IF NE16NT PROM I I DECK T06RADE I I IS:SO'-TYPICAL • I � DECK z >B p PRAM!WINDOW. - u 5 FOR FULL REVIEW DE516N 0 F CORNER A - . O'�7 / W/OWNER o I IWL Z r%i an d DINING ROOM 0 y D ` . • _� ,.. 9- i 01`V l ��f0'�LAT GEILINb� �J .I� � �(� m Lu CENTERLINE OF ry DORMER AND \ BULKHEAD \ \ I S 1/2'STEEL S 1/2'STEEL I - •� Q COLUMN COLUMN----------------------- ' --------------------- WF ! BULKHEAD I \ ------ W J t0 \ I BELOW \ I eye _ Q N 1 0 2/6 G.O. (DESIGN FOR KRGNEN � —'—'— AND OPFICE CABINETS BY OTHERS) FRAM!WO/DOW - ^ (fl 0 OFFICE FOR FULL cA.IN6. LL1 4 a 6/O G.O. CORNER Z z N KITCHEN FRAME C.O.FOR G < F ---- 4�2' FULL CASIN6• j B CORNER >— ATH/LAUNDRY O wee O O '4 1/2' '.4 1/2' - d-9' • 14'-1 1/2' O (BATHROOM VANITYOESION 10 LIVING ROOM } DY OTHERS) 1 ; - 12'-21/2' 4'-1 1/2' %6 POST FRAME WINDOW W 9 1/2'9TEEL COLUMNS U ry ;ORS C A91N6 .•'• p\ ryl0 I (•� _ A nrr.ePw. COORDINATE Pl. .D _____________S-0'__ _6 ____2-l'_ 1. AND CHIMNEY .. SHELF 9� J 'ry 2/6 I j� or W/OWNER \ AND NVAG RIOTS. . SLOPED •- gg CEILING. i T 1� S M b 0ASEDOPENIN6• OIM MATCH HEAD AND . \ O ry ry f O WIDTH OF WIDOW _ ONOPPOSITEWALL: ❑ WALL SEPARATING �� OY O O rn RlVIlW 81LL HEIGHT &ARAGEFROM T� h ry \ \ W/OWNER• ' MOUSE TO HAVE S/6' OPEN TO-� W ry - N� ry TYPE bri.B.FIHISN }` `i' § '�—ABOVE FRAME WINDOW 0 GA UP , FOR FULL GASM6 J ON BOTH 91DE9 y.4 N CORNER •�' �/ .sir�>'• m ., ' Q O FRAME BAY GARAGE o jo I I WIN w DoSIDE 7T yy, 0iyH -j I I WALLS USING - .7 v ARUHTHCT: 4.9LAB-ON-6RADE STAIR DESI6N TO BE . ,_ \ z 2 X 4 STUDS. ,AUL E.DAWSON � 2 W/TKOWELPINISN. DETERMINED IN FIELD \\ I • FRONT PORCH i I ~ ST,BASED UPON FIEF ADO • I S61 IDG-r- IN 02 1 5 . CONDRbND CAMBRID6E,MA 02154 a:a• RAIL - i I w••o.s I I - •1R4T 1 HR.FIR!-RATED rrw.wru rew.mnw•rt nuw / OPENING \.\ I I. rw�ee te0ea.nasvTvwG/.L I I ` \ S'-S• I i 14'-4' T'-0' 9 1/]'O.D.STEEL C S-ALM, 1/4'. OL ,\ E C •• ' 1'-O'U.O.N. SONOTUB AND ON ICRET! I S' I ,D'-6' ! D''6• I I D•_6•' I •'�• , DATE. 19 JAN.1"R1 FOOTING BELOW 6�_6. .26'-W 6ARA69 CEILIN6 ORAWN,PED /!• AND WALLS TO - �p. HAVES/D'TYFE X OYIB FINI5H - FIRST FLOOR / PLAN A. 1 DINING ROOM ROOF BELOFI I ✓. .. Y-2• i 6•-10• i "72 1'-6 1/2' r---- -----i 'o w In d ---- - - -- --n ,o A m P ]/b FRAM!WINDOW 2/6 •I O Z - DIMENSIONS ARC _ FOR FULL CASING :16 1/Y I W Z M - to PROM FIRST 2/6 �� AT CORNER I J PLOORGORNERILu m y .BATHµ 11 A {N.I.G. �IRAM!DOOR O ' ° •. ..,'p r .:; ',a .// ]X 4 STUDS SMCR -_——.— _ LINCN FOR FULL GA6N. 2/6 .I i e m<. a s ^ 91DC W ALL9 U91N6 O AT GORNCR u Z co Q N ,1c MASTER BEDROOM ^ ° Z / W < ' FRAME DOOR FOR FULL. Z ]/b 7 2/6 // •O� GASIN6�GORNER .• — —.-- 0 ti Z BEDROOM*2 a 2/6 �1 ❑ BALCONY ,1 M.BATH I - ' OPEN TO BCLOW IN 11 / ------ ------------ ----- c I BEDROOM#5 / 11'a 1+'-+' f ro 11 PORGNROOFBCLOFI 12 11 Aftr, L T. \ a — 1,4V 1. DAYtSON 961 PRANKN ST.�2 �� '•7 DIMENSIONS ARE CA LII'gRm�NA 02 1 S 9 FROM FIRST FLOOR 0OR GORNCRI - •1941 / ` DATE. 19 JAK 1 9 9 T - . � DRAWW PIED . / p FLOOR PLAN A.2 . 12 CAVE 6' 12 10 CAVE f0' RI176G VENT(CONTINUOUS) ± ' 2-2B310 , ASPHALT SHINGLE ROOF ON 1 S•ROOP PP1T A, 11 1 GAVE 6' 4L1 N 1 X S ON 1 X 6 RAKES AND FASGAS e Y (n N ® BRICK ® •LON7IN00096LREENCD SOFFIT VENT '� O 1 X CORNER SOARD6 Q V W F ' LNMNGY - . r W ~ 2 2646 2646 - 2-2846 9-3846 _ {--1 -7< STEPS TO&MADE NOT RNITE CEDAR 6HIN&LE6 W T.. - .7^; ^. SHOWN POR CLARITY. _ - `�• co W z Z I } d < ►� . ` 2611, DCGK NOT MDN.ATED Z ~. FOR CLARITY,REVIEW . • 7 3 DESIGN W/OWNER ^� . FOUNDATION WINDOW .- (INSWIN6"OFFER) -- _............. _.__TA.BLAB r , r - ' S/8'.PLYWOODSHEATHMGON2X 1ORAPTERS 16'O-C-TYPICAL •� TYPICAL SCGONO FLOOR WINDOW HEAD I , TYP.EXT.WALLFRAM1NO,_. ,),. �TO.DORMGR PLATE f _ 1/2-PLYWOOD 9NEATHIN&OVER - -— — ._,_. -------_--- --.— 2 X 6'STUDS 1 6'04. 2 X 6 CL6.JOISTS ..........— NOTE,FRAME DORMER AND BAY -� 16'O.C.-TYPICAL - T.O.SHED DORMER PLATE 91DGY/N1S USING 2X4 STUDS. PIW9N C1-6. ' TYPICAL FIRST FLOOR DECK INSULATION, ;. RAIL R-19 FSER6LA"BATT W^RAP. ` 0 INSULATION:R-19 FIBERBARRIER ON '.' d I§ BALCONY '1. .MBR.CL.O. .� P.M.CEILING secoNV FLOOR SUBFL00R ARGMITECTr TYPICAL EXT.WALL W/POLY VAPOR BARRIER ON EI WARM SIDE SLOPED CCILIN6 ....... PAUL R.DAwSON TYPICAL ROOF INSULATION, �� ._-) FIRST FLOOR I 1 C96�RR KLM 9T,R2 R-30 F®ER&LASS W/POLY WINDOW MEAD 2-2646 &Q MA 02194 VAPORVKAL C,ER.UBE 6' FIN"1-1-6. HEIGHT(R.OJ LATNCDRALGCILM& 1 _ IN91.lATION AND BAFFLER AT 4 ALLIN6ULATCD ELOPED C b q k Moore. , o SGALG i/4'.1'-O'UAx WOOD RAIL W/ - BALLUSTERS 6' 04.MAX ' - DATE, 15 JAN,1 4 4 T 1X4 MAHOGANY ENTRY HALL KITCHEN BEYOND DINING ROOM FIRST FL BUBFLooR ' ORAWN:PED DECKING ON 2 X O - .—.—-—.—'IRST FL�.—.BLLI—o - ►.T.JO16TS 16,04. TO.CONCRETE MALL 6 X 6 COLUMN BOTTOM M(GRAPE ELEVATION - SECTION &ALV.POST. OF JOISTS 9/4FLO PLYWOOD VARIES-SCE 9ITC A LOw1CLTOR 6LVEO O 2X10 JOISTS PLAN/SURVEY) AND GLUED TO 2X 1 O JOISTS .. � o ' b 16.0.0:TY.ICAL o ELEVATION 10'VIA BEAM DESIGN BY O !�HC:FIJ.ED 6F7lIOTUSS OTHERS-TYPICAL 10, ' CONO.FILLED I/2'0IA.STEEL COLUMN. ' 12'X SO'x 4'GONG.9LAB ON POLY.VB. BASEMENT BA:9GMCNT SLAB-ON-GRAD[ 90' FOOTING� G1�TURBED "--`S - • SCARING ON , � , , r TOl: BOTTOM Q LONG.FOOTING.. n . ...._.r 12'X 50'X SO'COL. '_•____! ._._._._._._._._._._._._._._._._. FOOTING BEYOND ALL FOUNDATIONS AND SLAGS-ON$RADC SHALL BEAR ON 1' UNDISTURBED OR COMPACTED,MOR6ANC GRANULAR SOIL 77, GK 12 12 EB 10 eAve 1 ]-709f0 2-DHT2015 2-26910 2_26510 2a910 ' DHT2910 DHT2910 ®® � W LLE1 ®® ANVOY49(PlrF)-TYCLD Y In ® WMDOWf3(WHRC/-TYPICAL FWN6060A►LR R0. < O VERIFYI DOOR ttPE W/OWNeR O `n .. 2-2492 2453 7457 BILGO METAL W B D-T 2-7846 2-2646 2-2646 DETERMINED by Z OTHER96ASED O W m UPON HELD ry - CONDRIONS. _. _ _ _ 7 LJ u�i Q mN n p DECK NOT MDICATED ' 26 1 1 J .. 7- z PO R CIARRY.REVIEF/ DE91GN W/OY/NER. FOUNDATION WINDOW 4 0146V IN6 HOPPER) - Z : : :. ' 1 .. --------------------- - _7--------------- 77-F----- --- ---- --• ......... ------ _--_-- EAST ELEVATION :VeNTED RI06e,TYPICAL . 6-EAVE 12 Lo 26910 2-26910 26910 - - ARCHITECT: li . 7-70910 7-20910 7-70910 , PAUL E.DAWSON . 561 FRANKLIN ST,-2 CAMDRIDM!�MA O]13 4 2-204Irp 6 1 FWH606DA9L 111 RIFYI SGALG: 1/4'-1'-O'UOJl VE - - DATE: 19-IAN.14 S 1 2646 2646 - 2646 DRAYYNW PED ELEVATIONS 7'x9'OND.YI/TRANSOM Txa'OMD.Y4/TRANS -"-"-- A5 NOTED 261T ----------------------- ----------------- : : _______________________________� ____________-__--____________ _________ ---_--,_• FOUNDATION WINDOW (IN9WINO HOPPER) WEST ELEVATION ;--------- 'T ---------------- ; '' v — . _ 6 X 6 P.T.COLUMN.TYP. T.2 X 6 . 2 X 10616'O.G.MAX F 2x So 12'O.G. 2x661 I'OI. " NOTE,THIS 19 TO BEA BUILT-UPLVL BEAM SIZED BY THE MANUFACTURER'S 1 x S IA INALIBRI.GIN I MID-SPAN 0 X AUTHORIZED REPRESENTAITVE OR U %LCENSED PROPE9SIDHAL ENGINEER SHOP _r ORAWINC'S MUST BE SUBMTfTED FOR RECORD: c EQ E CQ! n n - `�, L I X 6 LEDGER Y m ]. 2-2X 10 ;V^7 p ,O BEAM POCKET IS POCKET =~ I I . W O jN m ALIGN COL.W/9ry+ COL ABOVE' O J x Q N BRIDGING MID-SPANul JY 1 10 1 6'O.G MAX 4�-1 111 ALIGN COL Al 1 I LIGI COLS.i/ ALIGN COL W/ N- COL ABOVE COLABOVE COL ABOVE y EQA EQ. EQB EO.B EO�C OO.G EO.D L f- - � .. REAM Q POG1ccT ZF V J AL16N COL W/ 77 COLABOVE rT i X tl tl6' MI 0 BEAM POCKET 2 X NOB I1 6'OIC,MAX. 1 x S DIAGONAL BRIDyIN ME7 SIZED GG -6F Al NOTE,THIS 16 TO BE A BUILT-UP LVL - %10 —1—r-T- 1 _ BEAM SD BY THE MANUFACTURER'S .. .. - AVTHORIZCD REPKWENTAITVE'OR , O COORDINATE LICENSED PROFESSIONAL ENGINEER. - % O O FRAMING W/ SUBMIT RECORD SHOP DRA WINGS. ry % E X HEARTH Dl61GN- w S-2X10B1COLLOGATIOH ry ry y FY^ ry RlVIEW W/OW11lR 11 y ry T-i I 2-2 X 10 O O ►.T.2 X 6 LC06ER Q O X X X % e - h L h ry ry . .. ARCHITECT. P O -S-P.T.2 X 6 J.N-TIT.. PAUL C.DAMSON r 6 X 6 F.T.COLUMN,M. 361 FRANKLIN ST,63 GA• d MISKVSe•MA 0313q .. � NOTES, .. 9CALG 1/4'.1^-O'UWOJI 1.SILL PLATE TO BE 2-2X6 P.T.ON SILL SEALER ANCHOR BOLTS DATE, 13 JAN.1 a q T SHALL BE 1/2'OD.CAST IN FOUNDATION WALL SPACED NOT MORE DRAWN.PEP THAN 4'-0'Or- 2.ALL ri000 IN CONTACT PATH CONCRETE SHALL BE PRESERVATIVE PRESSURE-TREATED. FIRST B.PROVIDE DOUBLE JOIST UNDER ALL PARTITIONS THAT RUN - 1 PARALLEL TO PRAMIN6. FLOOR 4.ALL ROOF RAFTERS SHALL BE TIED TO ROOF PLATE USING N, - FRAMING 6 HURRICANE CLIPS. S.ALL WOOD EXPOSED TO THE WEATHER SHALL BE.. . PRESERVATIVE PRESSURE-TREATED. 6.ALL FASTENERS EXP05ED TO THE WEATHER SHALL BE HOT-DIP 6 GALVANIZED OR STAINLESS STEEL A5 APPROPRIATE A.�y`I�J ;r. . ...- _ ... . LI _nt DINING ROOM rc UI Q NOTES THAT ffi A DUILTI ELVL 0 0e0 THE M THAT MUSTER SIZED BY THE MANUFACTURER'S W rZ `� x AUTHORIZED REPRESENTAITYE lin oe K F t1 OR LICENSED PROFESSIONAL ,- - V_ O ENGINEER.SUBMT RECORD SHOP .(\ lA .. DRAWINGS. cl 9-2X10 _ COLUMNo to pJ� " 2IX 106 1 1%9 DIAGONAL BRIDGING MID-SPAN— — — - z Zr ` BATH/LAUNDRY I GH N NOTE.THESE ARE BULT-UP LYL �. ~ BEAMS THAT MVST BE SIZED BY THE MANUFACTUItER9 AUTHORU!ED IC 1-11- 4 REPRESENTAITVE OR LENSED .. ,+ 0 PROFESSIONAL ENGINEER SUBMIT L + RC CORD SHOP DRAWM65. } 7 + 0 9 1/2 9 L 4i6 POST 7 + \Nw C L N9 ry 0 2 X 1 OB 16'O.G.MAX OW ALI JOITS FRAMR76 INTO DUILT-UP BEAMS ' 2-2X 1 O ON THIS FLOOR ARE O FLUSH-FRAMED USIN6 O O X 2%1 O JOIST NAN&ER9. 1 x 9 DIAGONAL BRIDGPIG HID-SPAN ry ry 11 t x BID.&ONAL BRIDGPIb MID-SPAN a� n 9-2X 10 � * _ AIN A m LIP R O ReawRw Tv ff O0O CLEARAN ALL r � '� eye eolF 9-2X 1 ALL 0 BETWEEN S� 0 t, �e Jt/ fRAMIN&AND +e/ eT¢.%�t� e�+o G n LNIMNGY �0�1epNe°� 2xBRAFTERS.2X6 `Ze t& I I ARGINTECT. t ? .C` PT y" COLLAR TIE/CLb. . R BOARD AS REOD. C,�tTV O \ PRO 11 LEDGE �R 1J RFTR 16 OG. PAUL E.DAI49ON e r e q q \ - 9-2XDs 61 FRANKLIN ST,,2 �Q�dt�p9 B �/ \.\ iL CAMBRIDG!MA 0219, - FRONT PORCH ROOF BELOW' DATE, IS JAN.14 qT + ' DRAWN:PED / GARAG SECOND p: FLOOR FRAMING A.6 ' s •tea ILI at 2-2X 10 HIP RAFTERS 2-2XD Y m GEWNG RAFTERS / I m c u i I W Q O 4 2%1 O RAFTER9•]X D COLLAR TIE/GLG.RR 16' .G FT O . < � i y / L ^VY RIDGE,MK.AL z J / TH i/ \ 0' p� I y' ---------- ---- /' -------- � c � i ♦0� 2-2X 10 VALLEY RAFTERS / / ,�, , 2-2%D CEILING RAFTERS ♦ .y AIi CNITEGT ►AULGDAWSOM ♦♦ O P 561 FRANKLM ST,02 ♦ .. - GJ.I.6R1D6r-MA 02 15 R ♦ / DATE, 19.JAN.144 91 ♦ a PRA/VW PEP ♦ ROOF FRAMING PLAN A. I SCOPE OF WORK GENERAL. NOTES LEGEND AND ABBREVIATIONS TABLE of CONTENTS PAGE# DESCRIPTION SYSTEM SIZE: 10640W DC, 912OW AC • ALL WORK SHALL COMPLY WITH 2O17 NEC,2009 IBC, MUNICIPAL CODE,AND gE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (38)REC SOLAR: REC280TP BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. AIL PV-2.0 SITE PLAN • INVERTERM: • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O17 NEC. PV-3.0 LAYOUT (38)ENPHASE ENERGY: M250-60-2LL-S2X • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2O17 NEC. Mp MAIN PANEL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. . PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY PV-4.0 ELECTRICAL ' SEE PEN D01. GROUNDED IN THE INVERTER. PV-5.0 SIGNAGE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS& • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. FOOTINGS • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 CHIMNEY • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). LC PV LOAD CENTER ' • .ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.44 AMPS MODULE SHORT CIRCUIT CURRENT. Q ATTIC VENT • 14.75 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(A)&690.8(B)). SM SUNRUN METER Q FLUSH ATTIC VENT PM DEDICATED PV METER O PVC PIPE VENT INVERTER(S)WITH ® METAL PIPE VENT INV INTEGRATED DC A' '�✓� AC DISCONNECT AND AFCI ® T-VENT ❑ AC DISCONNECT(S) N & SATELLITE DISH_DC • ,9A� DC DISCONNECT(S) FIRE SETBACKS CB COMBINER BOX a HARDSCAPE 0 °-I INTERIOR EQUIPMENT -PL— 'PROPERTY LINE L- SHOWN SCALE: NTS E ] OWN AS DASHED sunrun � A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER #180120 E AZIM AZIMUTH VICINITY MAP COMP COMPOSITION 734 FOREST STREET#400,MARLBOROUGH,MA01752 527 DC DIRECT CURRENT PHONE X805.5 8.971 FAX 805.528.9701 by , (E) EXISTING . rya: ` gyp EXT EXTERIOR CUSTOMER RESIDENCE: FRM FRAMING INT INTERIOR 15 JIULIE LNE ARNSTABLE, MA "MoaA l:° vns; LBW LOAD BEARING WALL G ` MAG MAGNETIC 02635 Old P°si Rd _ - ' r MSP MAIN SERVICE PANEL TES.(508)428-3849 APN#:021_099 F (N) NEW PROJECT NUMBER: • a 5 Julie inns NTS NOT TO SCALE 221 R-015ASK1 rY 8 41 - - OC ON CENTER rJ �ePonaRo PRE-FAB PRE-FABRICATED DESIGNER:O 2. UNDS PER SQUARE FOOT 303 94 2571 PSF P - ` ? PV PHOTOVOLTAIC LEAH HOLTON TL TRANSFORMERLESS � DRAFTER: ' Ywa°�o. wo��'" 0.0 V P TY VOLTS L LEAH HOLTON °ae•� W WATTS SHEET f REV NAME DATE COMMENTS COVER SHEET f Dead A REV:A.1 5/10/2017 PAGE PV-1 .O TRUE MAG PV AREA SITE PLAN -SCALE=3132"=1'.0" SITE PLAN DETAIL-SCALE=31128"=1'0" PITCH AZIM AZIM (SQFT) AR-01 260 164° 178' 319.3 ® AR-02 26° 1190 1330 212.9 AR-03 28° 254° 268' 88.7 P� AR-04 28' 74° 88°. 53.2 f . (N)ARRAY AR-02 P4 if SE a (E)RESIDENCE t z J a a S u nrun AC C M� PL LC SM AC PL #180120 t-.... P` 734 FOREST STREET#400,MARLBOROUGH.MA 01752 PHONE 888.657.6627 PL FAX 805.528.9701 CUSTOMER RESIDENCE: LYNNE ASKEW 15 JULIE LN, BARNSTABLE, MA 02635 TEL.(508)428-3849 APN#:021_099 (N)ARRAY AR-01 (N)ARRAY AR-04 PROJECT NUMBER: 221 R-015ASK1 DESIGNER: 303.942.2571 (N)ARRAY AR-03 LEAH HOLTON F DRAFTER: LEAH HOLTON SHEET SITE PLAN REV:A.1 5/10/2017 PAGE PV-2.0 ROOF FRAME FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA OF HEIGHT FRAME TYPE SPAN P . ROOF TYRE ATTACHMENT ROOF EXPOSURE MATERIAL SIZE SPACING ZONE' SPAN OVERHANG • MODULES: .. . AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 10 11'-6" 16" N/A 4'-0". 2'- 1" REC SOLAR: REC280TP BLK MODULE DIMS: AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 10 11'-6" 16" N/A• 4'-0" 2'- 1." 65.5"x 39"x 1.5" AR-03 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 10 12'-0" 16" N/A 4'-0" 2'- 1" MODULE CLAMPS: m Portrait: 8.2"- 16.4" AR-04 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 10 12' 0': 16" N/A 4'-0" 2'- 1" Landscape:4.9"-9.8" MAX DISTRIBUTED LOAD: 3 PSF D1 -AR-01 -SCALE: 1/8"= V-0" D2-AR-02 -SCALE: 3/16"= V-0" SNOW LOAD: 30 PSF PITCH: 26°. PITCH: 26° WIND SPEED: AZIM:164° AZIM:119° 110 MPH 3-SEC GUST. (E)VENT TO BE ® RE-ROUTED LAG SCREWS: A5/16"x3.5": 2.5" MIN EMBEDMENT 29�_7�� — 1' "NOTE: - 6„ INSTALLERS TO VERIFY RAFTER 1'-7" 36'-2" 2'-7" _ SIZE, SPACING AND SLOPED SPANS,AND NOTIFY E.O.R. OF 6" _ r6 ANY DISCREPANCIES BEFORE e- PROCEEDING. T-41 14i TYP— L STNETRATION AGGERED ' I Yri FULLY 8'-9" —e — O O-- O— ,"-6 + 2'-10" - t 11'-4" 5'-6" 16'-6" sunrun D3-AR-03 -SCALE: 1/4"= 1'-0" D4-AR-04-SCALE: 1/4"= 1'-0" PITCH: 28° PITCH: 28' AZIM:254° 9 — 9'-101, " "= 11 AZIM:74° 11" 9'-10 g = #180120 ® �� , r6 r 6"t` 734 FOREST STREET#400,MARLBOROUGH,MA 01752 ® -� PHONE 888.657.6527- - - FAX 805.528.9701 — . CUSTOMER RESIDENCE: - -LYNNE ASKEW —4'TYP— —s 4'TYP 5'-6" 15 JULIE LN, BARNSTABLE, MA 02635 N#:0221_099 4 PROJECT E TEL.(508)428 3849 AP 11' CT NUMBER: 221 R-015ASK1 \ 303.942.2571 DESIGNER: LEAH HOLTON 6'-7" 6'-5" DRAFTER: LEAH HOLTON SHEET LAYOUT REV:A.1 5/10/2017 PAGE PV-3.0 120/240 VAC 5 SINGLE PHASE (N)60A ENPHASE SERVICE AC COMBINER BOX •MAX 16 MICRO-INVERTERS PER BRANCH CIRCUIT (WITH(3)PRE-INSTALLED .MULTIPLE BRANCH CIRCUITS IN PARALLEL OMETER#: 20A PV BREAKERS AND •ENPHASE MULTI-PIN CONNECTORS- 1 ST AC CONNECTOR AT. EVERSOURCE(MA)2237443 ENVOY COMMUNICATION EACH BRANCH CIRCUIT IS A SUITABLE DISCONNECTING MEANS. UTILITY GATEWAY] •DO NOT DISCONNECT/CONNECT UNDER LOAD GRID f f f' REC SOLAR:REC280TP.BLK MODULES SUPPLY SIDE TAP +..: / + f� j ✓ ENPHASE ENERGY: _ 4 M250-60-2LL-S2X (38)REC SOLAR:,REC280TP AND MICRO-INVERTER PAIRS , 1 EXISTING 200A (N).LOCKABLE. ., -- — (1)BRANCH M CRO-INVERTERS MAIN BREAKER BLADE TYPE . (N)LOCKABLE (N)SUN RUN FUSED BLADE TYPE . CENTRON 4G `_- (1)BRANCH NCH OF METER JUNCTION Box (13) IC AC DISCONNECT AC DISCONNECT' — OR EQUIVALENT . _ice^ 2 1 (1)BRANCH OF ./� . EXISTING. 200A ,�.®. 3 3 n n 3 (13)MICRO-INVERTERS MAIN c __e FACILITY PANEL ' LOADS FnOUTv 50A FUSE. GROUNOSQUARE D 250V METER SOCKET SQUARED 20A BREAKER(A) . •' ', t,. DU222RB< 125A CONTINUOUS& x D222NRB 3R,60A,2P 240V METER T' 20A BREAKER(B) , - 3R,60A 20A BREAKER(C) `120/240VAC 200A;FORM 2S 120/240VAC m z NOTES TO INSTALLER: CONDUIT SCHEDULE 1 INSTALL'NEW 60 AMP ;ENPHASE AC COMBINER BOX WITH (3)PRE—INSTALLED ,v s # CONDUIT CONDUCTOR NEUTRAL GROUND 20A BREAKERS' 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN` ` sunrun 1 NONE (2) 12 AWG ENGAGE CABLE (1) 12 AWG ENGAGE CABLE (1) 12 AWG ENGAGE CABLE -BREAKER-:IN MAIN PANEL ENCLOSURE—CONDUCTORS ARE FIELD INSTALLED: -PER BRANCH CIRCUIT PER BRANCH CIRCUIT PER BRANCH CIRCUIT' 2 1"EMT OR EQUIV. (6) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 r #180120 3. 3/4" EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 ' ' - -.-_ ' - _ - _ 734 FOREST STREET#400,MARLBOROUGH,MA 01752 4 3/4" EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1')8 AWG THHN/THWN-2 888.65z8527 w. .. � � , � -� � � ,.,..^ ,PHONE e .. - _ - -.. FAX 805.528 9701 .X. .. ., CUSTOMER RESIDENCE: LYNNE ASKEW 15 JULIE LN, BARNSTABLE, MA x 02635 EL.(508)428 — T -3849 APN#:021 099 PROJECT NUMBER: MODULE CHARACTERISTICS — 221R-015ASK1 REC SOLAR: REC280TP BLK 280 W . ", 303.942.2571 OPEN CIRCUIT VOLTAGE: 39.2 V` DESIGNER: MAX POWER VOLTAGE: 31.9 V 'LEAN HOLTON SHORT CIRCUIT CURRENT: 9.44 A DRAFTER: LEAH HOLTON SHEET. ELECTRICAL- REV:A.1 5/10/2017 PAGE PV 4.O ® ® DANGER ELECTRICAL SHOCK HAZARD LABEL LOCATION: LABEL LOCATION: ° AC DISCONNECT(S),PHOTOVOLTAIC'SYSTEM POINT OF DO NOT TOUCH TERMINALS. ' INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,AT EACH TURN,ABOVE AND INTERCONNECTION: TERMINALS ON BOTH THE LINE BELOW PENETRATIONS,ON EVERY_JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S):CEC 2016:690.54;NEC 2017:690.54,NEC PER CODE(S):CEC 2016:690.3 1(G)(3),'690.31(G)(4),NEC 2017:690.31(G)(3), .2014:690.54,NEC 2011:690.54 AND LOAD SIDES MAYBE 690.31(G)(4),NEC 2014:690.31(G)(3),690.31(G)(4),NEC 2011:690.31(E)(3), 690.31(E)(4);IFC 2012:605.11.1.4 r ENERGIZED IN THE OPEN NSIGNS ANDOTES AND LABELS SHALL MEET THE REQUIREMENTS OF THE CEC 2016 AND POSITION _ LABEL LOCATION: NEC 2014 ARTICLE,11.0.21(B);UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR IF REQUESTED BY THE LOCAL AHJ., INVERTER(S),AC DISCONNECT(S);AC COMBINER PANEL �' ® 1 ® 1 ' .SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE (IF APPLICABLE). WORDS,COLORS AND SYMBOLS. PER CODE(S):NEC 2017:692.17 .LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING F-- -— ---- ® ® METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR �W/` p NIN G FOR, / MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL /`1R BE PERMITTED TO BE HANDWRITTEN AND SHALL BE LEGIBLE: w POWER SOURCE OUTPUT THE,ENVIRONMENT �. f •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND *. >: CONNECTION ..INVOLVED. _ LABEL LOCATION: •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT ,SAFETY a ON OR NO MORE THAN 1 M(3 FT)FROM THE SWITCH. SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED., DO NOT RELOCATE THIS. DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):.NEC 2017:690.56(C)(3) ti OVERCURRENT DEVICE . LABEL LOCATION: , ADJACENT TO PV BREAKER(IF r APPLICABLE). ". PER CODE(S):NEC 2017 7g5.12(B)(2)(3)(b) SOLAR P,V SYSTEM EQUIPPED , (WARNING _ r � , WITH RAPID SHUTDOWN sunrun DUAL POWER SUPPLY , . . SOURCES: UTILITY GRID'- AND PV SOLAR ELECTRIC ' SYSTEM Y° #1801,20 LABEL LOCATI ON: , TURN RAPI D UTILITY SERVICE METER AND MAIN - _ � _. - � _ ; ,. RLBOROUGH,MA 01752 - SERVICE PANEL. SHUTDOWN SWITCH TO ° . . z . SOLAR ELECTRIC . FnHicc 05s25.9 08527!!40 AMA PER CODE(S):CEC 2016:705.12(D)(3); . n C, ��_ T PV PANELS , NEC 2017:.705.12(B)(3),NEC 20Y4: THE "OFF".. POSITION 1. O 705.12(D)(3),NEC 2011:705.12(D)(4) ` ; -, CUSTOMER RESIDENCE: - --- SHUT DOWN PV LYNNE ASKEW 0' 15 JULIE LN,BARNS ABLE, M WARNING SYSTEVAND REDUCE' 3 o2ss5 THIS EQUIPMENT FED BY SHOCK HAZARD IN�THE `:�08'4 #:°21_°99 TEL. 28-3849 APN MULTIPLE SOURCES. TOTAL ARRAY. PROJECT NUMBER: RATING OF ALL 221R-o�5AsK1 OVERCURRENT DEVICESe DESIGNER: 7 303 942 25 1 EXCLUDING MAIN SUPPLY I {' ,� r LEAN HOLTON u OVERCURRENT DEVICE SHALL tr CRAFTER: LABEL LOCATION: NOT EXCEED AMPACITY OF ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE ; LEAH HOLTON BUSBAR. 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ELEVATIONS AND LOCATIONS S SHOWN ON I _ P x N TH S C.AN . . T :, ,.1. 1 ; t6OO E T C T K'' ft I AN RE4UI ED _.GALLONS ARE SNOT 'TO CHANGE WITHOUTWRITTEN .APP VA L R0 L 4 ,, s 15 0 : �,., S PT C'`E I TANKPRO iDED GALLONS .- OFTHE ENGINEER 4ND TH TOWN HEA T AG N. 2 E L I E T. , . s T + 2 n., a `�43 7 I_ S F ._.---.-- _ w SID W A 8. 3SF 3 ALL S ST OM e ,� � E ALL_ARE Y EM C PONENTS ARE TO BE NSTALLED IN ,. ,, a D ,,,... C r . ..,,, 289 78 IT O $OTTOM .AREA S F ACCORDA CE W G E C` T T V .- N H ! LE AND LOCAL HEAL ,.H N - TOT PRO F O.7 265 5 TION : o AL VIDED S. .4 .� / UNITRULES AND REGUL.A, S. T,� 4. A L PIPES ARE TO BE CAS I ON 0 PVC SCO 26145 G.P.D../.UNIT x UNI S _530.9 TOT L R R H. N _ T G P.D. . Q ,,, C0 cp <. :�- 5. THE BOARD OF HEALTH AND O N G R / R ENGI EER TO BE r . 0 ;': NOTIF W S IED HEN YSTEM IS COMACETEIY INSTALLED ,,. o NOTE. EXCAVATE "fO EL. OR LOWER AS SOIL _ ., , Q�._ x AND ; ADY FOB IN P C 0 ry , I I E R S E TI N. �, , ,. - C � � ONS - R TO OV � T� ` , � � ONDITI REQU E .REM E ALL OPSOIL' SUBSO L � ,. ,, , : , .- , : x i 6 NORTH ARROW IS N0 TO US S�'t�'� T BE ED FOR SOLAR CLAY OR OTHER UNSUITABLE MATERIAL ENEATH THE F .�, q3B . 0 ORIENTAT ION '. �__� _. IN P S F T F" INLET VERT O THE SOIL AB ORPTION SYSTEM OR 'P �' , A . I5 ANCE<OF 5 MIN N F ,a- I D T ., A D BAGK ILL WITH CLEAN cD 3 "GARAGE SAND, PER tOCME� I5.255.3. 1 ..i S V. 'Ss c� L Q . 463: . F r 0 38 r O 9 ?r L 3' ti y 46 up ,�, 1 ;. 1 , _ ... l* 4,' _•,•: ^ '.,i3 ,... .,_ 1y . V f 4 I r t1> ^sly ll REV BY ' GATE DESCRIPTION . ,. 36 1 „r I ' . ;, :, o O y �. r < 2 � o f �.r u, 4 L : E a a, �;-- PROPOSED SEWAGE DISPOSAL SYS EM ,. � : T E'lec.% J - h ., �., .-. a a Oy s ,. 03 9L, r 2 1 --�-' t® B m _ �< ch F F _ - --:_, � _ _ 1 , ,, - I LOCUS LIST 3 JULIE LANE Edge of Pove � f �;c� q ,,r z f i. � I., f, . ' BARN AB E MA �,,� I 1 7i -.�? ,, {k ..p' ;. -.-� t� C r4 pf" ... N ',, ....,e...., Q , . APPLICANT: DOUGB LYN E ASKEW 1 .. 1 .� . P.O BOX 1714 a . ADDRESS. a ... as ,.: ( ` �,,. U 535 . E, r r.,.. .,. , ., COT IT MA. 02 , .� 6 c, v ... J 1.�t0 a . . .• __ , . e v .. , 4 ... ENGINEER: NORMAN ROS MAN P E S.M..- 36.10 � � � , , R. U _..� ; T of Bound LOC S MAP SCALE. ( 2000 aP . 10 MARSH , Vf EW ROAD Loo Z F D ONE ELEV ZONING DISTRICT. MAP,NUMB I'' S FAL U F C ..:._ , EA ? M0 TN MA. _ R :25001 0021 D 508-548-I920 ,MAP ,. S PC LOT HSE :' <wC L SCAL DATE DWN B / CK D BY PLAN NO. .. PLAN REFERENCE. . E Y CN , . BARNST. TY i2EG. PLAN BK PG _ _� , 284 98 S Y .ITE P 'AN SCALE ,, .saN O3 997, ,. _ L 3O 2I 99 3 AS NOTED I JTH ! NG H .451 II - .: ., :. y �. . .. j'. -:.. r. '.