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Home My WebLink About0052 TURTLEBACK ROAD 1-e- Oq7 ` •'�^+.—� .• - _�.�-,. �..._.. _a.- - ..;......•. ,-, :�. r^w.!a ,^...... .�`...4'. .'� .w +--� »� _ a. -"`�!""v..nY-.-..�..��.-..I_"""�n... ....+�t _a°�r•.r+�.�,e:. ..,«.�..-. TOWN OP BARNSTABLE BUILDING.PERMIT APPLICATION Ma O I Parcel BV1LD� Application# p NG D.EpT Health Division MAR 2 Date Issued^ Conservation Division 3 Z��6 Application Fee T Planning Dept. OWN OF BARNSTABLE Permit Fee Date Definitive Plan Approved by Planning Board R Historic- OKH _ Preservation/ Hyannis Project Street Address SZ �rr�/plc the r.( Village 4r5- n 1 Owner ' r is Address Telephone SO T< - S'' Permit Request _��5 it SO A Q/'/a y on Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Pr - oject Valuation Sol OU 0 Construction Type Sdar Lot Size - / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l�Y Two Family ❑ Multi-Family(# units) Age of Existing Structure r Historic House: ❑Yes R'No On Old King's Highway: ❑Yes o Basement Type: wII ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) l' Name �� 4�Alt lephone Number 2,7C) (c SSA Address) N f (10 License # 0(0 Z 112- Home Improvement Contractor# t 7f� �37 Email,�U -yG,C�c.r �l�ysvn .00^- 1 Worker's Compensation # - s yd 8(O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Nol l Al ve. r1; M4 SIGNATURE DATE 2 1 IUAF2 2-d fo . x y FOR OFFICIAL USE ONLY APPLICATION # , DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME f INSULATION , FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING:, ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' 1 '+ ASSOCIATION PLAN NO. f REVOLU(SUN., THIS HOME IMPROVEMENT SOLAR ENERGY CONTRACT(this"Contract")IS BETWEEN:Chris Coleman("Client")located at 52 Turtleback Rd. Marstons Mills,MA 02648("Client's Property") -AND- Northeast Solar Services,Inc.®("Contractor")of 1 North Ave Suite A Burlington,MA 01803,with Home Improvement Contractor Reg.No.178137,which expires on March 17,2016,and Federal Employer ID 46 0569853.Contractors sales person for this contract is Rich Nelson. The parties to this Agreement agree as follows: 1.SCOPE OF WORK A.Installation of PV System.The above Cllent(s)has engaged Contractor to perform the following residential contracting work(the"Work")in connection with the installation of the following photovoltaic solar energy system(the"PV System"): 24 SunEdison-SunEdison 270 waft modules(or equivalent) with 1 Solar Edge-Solar Edge SE 6000A SunEd inverters(or equivalent)and all mounting,disconnects,and all other PV System components necessary for a National Electric Code compliant PV System,totaling 6.48kW,located at Client's Property. B.Other Inclusions The Work shall further include: •Installation of the PV System In accordance with all State of Massachusetts interconnection standards. •All reasonable engineering and permitting costs. The following building permits are required and will be secured by Contractor as Client's agent:Building and Electrical Permit. •Following the Installation,Client will receive a PV System orientation and a PV System Client's manual. Notice: It shall be the obligation of the Contractor to obtain all permits related to the Work. Clients who secure their own permits will be excluded from the guaranty fund provisions of Chapter 142A of the Massachusetts General Laws. 11 COMPENSATION AND SCHEDULE A.Contract Price For Contractor's performance of the Work under this Contract,Client will pay Contractor a total of: $29,815.18(TWENTY NINE THOUSAND EIGHT HUNDRED FIFTEEN AND 18/100)DOLLARS USD(the"Contract Price"). B.Payment Schedule The Contract Price will be payable in accordance with the following payment schedule: Date Paid: S 14,907.59 Initial Payment-50% (Due upon Contract signing,which is an amount less than the cost of the materials and equipment which must be specially ordered In advance of commencement of PV System installation) S 13.416.83 Progress Payment-45% (Due upon Substantial Completion) S 1.490.76 Final Payment-5% (Due upon Final Completion) C.Schedule The"Start Date"of this Contract Is the date Contractor receives the full amount of Client's initial payment of 50%of the Contract Price. Subject to adjustment for any Force Majeure reason stated in Section W.J.,the Work is estimated to begin within 12-16 weeks from the Start Date of this Contract.The parties agree that this date shall be automatically extended to the date of delivery of all materials and equipment which mut be specially ordered. Substantial Completion is estimated to occur within 16-20 weeks from the Start Date of this Contract,but the parties agree that this date shall be automatically shortened or extended to the date on which all racking and electrical work are complete and the PV System is capable of generating power and ready and available for use subject to final government and utility approval. Final Completion is defined as the date on which all punch list items are complete,all permits are closed,all other government and utility approvals are obtained and the Work is complete to the satisfaction of Contractor and Client. Client acknowledges and agrees that the Work Involves permits,inspections and approvals from various government agencies and utilities,and therefore the timing of the Work may vary and is not within Contractor's control. Client further agrees that Contractor shall not be liable for any losses, costs or damages related to any delays for reasons beyond Contractor's control,Including all causes noted in the Force Majeure section of this Contract below. 1 Northeast Solar 1 North Ave Suite A Burlington,MA 01803 RevoluSun.Com 781.240.6555„M `• c"' n'„•M'c 1 REVOLU . SUN. III,IMPORTANT NOTICES A.Contractor's Registration: All home improvement contractors and subcontractors engaged in home improvement contracting,unless specifically exempt from registration by provisions of Chapter 142A of the Massachusetts General Laws,must be registered with the Commonwealth of Massachusetts. Inquiries about registration and status should be made to the Director of the following state agency: Office of Consumer Affairs and Business Regulation Home Improvement Contractor Registration Ten Park Plaza,Room 5170 Boston,MA 02116 (617)973-8700 B.Client's Cancellation Rights: Client may cancel this Contract,without penalty or obligation,within three business days following the date on which Client signs this Contract. A Notice of Cancellation is attached hereto for Client's convenience. C.Warranties:For a period of ten(10)years from Substantial Completion,Contractor warrants that the PV System has been designed and installed in a good,workmanlike and substantial manner in accordance with all applicable building codes. In the event Contractor is required to penetrate the roof of the Client's property in the course of installation,and causes damage to the roof within a three (3)inch radius of a penetration,Contractor will repair such roof damage for a period of twenty(20)years from Substantial Completion or the remaining term of the roofs existing installation warranty,whichever is shorter,to prevent any water,rain or other moisture leak,seepage or entry directly caused by such penetration.These warranties are for normal use and conditions only.All warranty coverage to equipment and workmanship installed by Contractor will be VOID if any alterations or repairs are performed by any person or persons not expressly authorized,in writing,by Contractor.THIS WARRANTY DOES NOT COVER:(a)Damage caused by external forces such as,but not limited to,vandalism,theft,terrorism,fire or act of God;(b) Damage caused by weather effects exceeding manufacturer tolerances;(c)Normal wear and tear or aging of a PV System;(d)Any implied warranties: (e)Electric bills,water damages or any other consequential damages;or(f)Damage to the PV System or its efficiency due to adjustment,moving,or tampering with the PV System or any of its components by individuals not approved by Contractor. D.Change Orders: Any alteration or deviation from above specifications involving extra costs must be subject to a written change order signed by both parties,which shall be incorporated into this Contract,and Client shall be liable for any additional costs resulting from each change order. By initialing the space below,Client hereby specifically agrees to execute a change order,and pay the additional costs,if it becomes necessary for Contractor to repair or replace un-approved or non-code compliant electrical work in order to complete the PV System installation and satisfy code requirements. Client's Initials: Client's Initials: ARBITRATION: CONTRACTOR AND CLIENT HEREBY MUTUALLY AGREE IN ADVANCE THAT IN THE EVENT CONTRACTOR HAS A DISPUTE CONCERNING THIS CONTRACT,THE CONTRACTOR MAY SUBMIT SUCH DISPUTE TO A PRIVATE ARBITRATION SERVICE WHICH HAS BEEN APPROVED BY THE DIRECTOR OF THE EXECUTIVE OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATIONS AND CLIENT SHALL BE REQUIRED TO SUBMT) TO SUCH ARBITRATION AS PROVIDED IN M.G.L.c.142A. Client: [G)'�� Date: I Client: Date: I Contractor: / Dale- l�t!s NOTICE: The signatures of the parties above apply only to the agreement of the parties to alternate dispute resolution initiated by Contractor. Client may initiate alternate dispute resolution even where this section is not separately signed by the parties. E.Incentive Guarantee: By Client's initials below,Client acknowledges and agrees that Contractor has not and does not guarantee Client's qualification for,receipt of or amount of any tax credit,rebate,solar renewable energy credit(SREC)or other incentive amount in connection with the PV System,and any estimates of incentives(wither in a PV System proposal or otherwise)are not guaranteed to be accurate or available. Client Is responsible for determining Client's and/or the PV System's eligibility for any incentives and should consult with tax,legal and other advisors regarding availability and possible tax consequences of claiming the same. Client's Initials: V Client's Initials: 2 Northeast Solar 1 North Ave Suite A Burlington,MA 01803 OoRevoluSunxom 781.240.6555 108378 W1.8.01g 06112 018 I I• (, REVOLU . S'UND IV,OTHER TERMS AND CONDITIONS A.Access: To enable Contractor to perform its Work hereunder,Client shall grant during daylight hours adequate space on Client's property,as mutually designated by Contractor and Client,for the complete and proper installation,operation,maintenance and repair of the PV System as well as rights of ingress and egress to,through and from such property and the space designated for the PV System. B.Scarcity of Materials:Rights of Termination: The PV System components to be obtained under this Contract are scarce commodities.In order to meet the performance requirements of the PV System described in this Contract,Contractor may substitute the specified brand of solar module or inverter for a similar brand of module or inverter that allows for more timely completion of the installation. Such substitution,if necessary,shall be of UL approved devices,with aggregate performance criteria the same as equipment specified. The governing body for determining performance criteria shall be the CEC (California Energy Commission)that rates all UL approved modules. The key module statistic used for performance criteria will be the DC STC rating of the sum of the modules. The key inverter statistic used for performance criteria will be the AC output of the device. If,due to code requirements,equipment substitution,final engineering,space availability,etc.,the size of a PV System decreases,Contractor shall re- calculate the Contract Price using its standard pricing method and the Contract Price shall be automatically reduced.Client shall be credited by the reduced amount. If due to substitution the DC STC size of the PV System increases slightly,then Client shall not have to pay Contractor similarly. Contractor shall make every reasonable effort to ensure that PV System size does not decrease from the specifications. If the DC STC size of the PV System decreases more than 15%from the Contract's specification amount for any of the reasons stated in this paragraph,Client shall have the right to terminate this Contract within ten(10)days of Contractor's written notification to Client of such decrease,and Contractor shall then refund in full all funds paid to date under this Contract,but shall have no other liability to Client. Contractor reserves the right to unilaterally terminate this Contract within 45 days of its approval without any liability to Client if any of the PV System components required for the completion of Contractor's Work in a timely manner are not available. In the event of such termination,Contractor shall refund all monies paid by Client to Contractor as of the date of termination. C.Limitation of Liability:In no event shall Contractor be liable in an amount exceeding the compensation paid by Client to Contractor under this Contract. Contractor shall not be liable for any incidental,consequential or special damages or for economic loss or expense of for loss or profits or income of Client,or Client's consultants or agents or employees,or any of them,including but not limited to any electricity costs incurred should installation of the PV System be delayed beyond the commencement or completion schedule set forth above. D.Wig:Client shall pay for all variances,special permits,or other costs related to zoning,including without limitation any fees or costs related to attorneys or engineers. E.Client's Prooertv:Client agrees to remove or to protect any of Client's personal property,inside or out,which may interfere with or obstruct the Work, including but not limited to landscaping,and Contractor shall not be held responsible for damage to such property. Client understands and acknowledges that proper operation of the PV System purchased hereunder is dependent on Client's existing roof and equipment and Contractor shall have no obligation or liability for the condition thereof,or any other part of Client's improvements or equipment not purchased hereunder. Client expressly represents that the roof of the property upon which the PV System will be installed Is in good condition,with no known water infiltration problems or other structural defects. F.Insurance:Client must carry all fire,casualty,hurricane,earthquake,theft,and other insurance related to Client's real and personal property. G.Cancellation of Contract: If Client cancels or breaches this Contract after the opportunity to execute three(3)day rescission has passed but before commencement of construction,Client shall pay Contractor the amount of expenses incurred to that date plus 20%of the Contract Price. If Client fails to pay said amounts within thirty(30)days of Contractor's demand for payment and Contractor files suit,Contractor shall be entitled to recover all of its damages including its loss of net profits and attorneys'fees and costs if Contractor is the prevailing party. H.Costs of Collection: If Client fails to pay any amounts owed to Contractor when due,Client shall be liable for all costs of collection,including reasonable attorneys'fees,plus 18%interest per annum on the unpaid balance. Contractor also shall have option of removing all or part of the PV System from Client's premises in addition to receiving payment equal to the value of the unpaid balance to cover all or a portion of Contractor's consequential damages. I.Liens:Contractor,any subcontractor(s)and any other persons or entities supplying labor and materials to Client under this Contract,have the right under applicable law to impose a lien on Client's real property for the value of the labor or materials provided. Upon Client's payment of all amounts due under this Contract,Contractor will provide,upon Client's request,a release and waiver of any liens. J.Force Majeure:Contractor shall not be liable for any delay in material and/or equipment delivery or for failure to deliver or failure to perform the Work which results from any cause beyond the Contractor's control. Such causes include but shall not be limited to:an act of God or of the public enemy;an act(or failure to act)of any government or utility;a fire,flood or epidemic;quarantine,restriction,strike,freight embargo,terrorism,theft or unusually severe weather;Contractor's inability to obtain necessary materials,labor or transportation;custom permitting caused by Client's site conditions; homeowner association review or approval;building or other code requirements relating to Client's existing electrical system or building characteristics; and any other impediments to the installation of the PV System arising from Client's acts or omissions and/or the condition of Client's property. 3 Northeast Solar &aft Mft1 North Ave Suite A Burlington,MA 01803 OpRevoluSunxom 781.240.6555 108078 W1.5.019 0611?lM r REVOLU , UW,, K.Legal Compliance and SeverabiliN:Contractor and Client acknowledge that the form,substance,content and notices contained in this Contract are intended to comply with Chapter 142A of the Massachusetts General Laws,and regulations promulgated thereunder. In the event of any instance of non- compliance,only such portion shall be invalid and the remainder of this Contract shall be in full force and effect. In addition,any such portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under such law and applicable regulations. L.Entire Contract No Waiver Unless In Writing:This Contract constitutes the entire contract between the parties;there is no representation,warranty, collateral contract or condition affecting this Contract except as expressed in it. No provisions of this Contract shall be changed or modified,nor shall this Contract be discharged or waived,in whole or part,except in writing signed by both parties.This Contract shall not be effective until fully executed by Client and an Authorized Representative of Contractor. M.Client's Representation of Authority:If this Contract is signed by less than all of the persons or entities who own the subject property,then Client who signs this Contract(or any of the provisions hereof)represents to Contractor that he,she or it has full legal authority to bind the other persons and/or entities. N.Governing Law:The laws of the Commonwealth of Massachusetts shall govern any proceeding or dispute related to this Contract. O:Production Gap Guarantee:This production guarantee covers 90%of estimated production in year 1 and decreases at.5%each year for a total term of ten (10)years.This guarantee is determined on an accrual basis and payments are made when the aggregate system production falls below total production estimated on the schedule above.Payments will be made at the end of each anniversary of the system's in service date of interconnection.Production Gap Garranty is void if site conditions and solar access change after the date of interconnection. iAneClient's Initials: Client's Initials: P.3rd party Financing:Should the client obtain financing from a 3rd party which is approved by the Contractor,the payment terms of the lender will apply. I i Client: l Contractor: Name: �t✓'�/ Date: Title: G Date: 3 q .Northeast Solar 1 North Ave Suite A Burlington,MA 01863 Revol u S u n.com 781:240.6555 108378 W1.5.01g 08117R015 r '4�i� BAN PAVOUIr" CERTIFICATE OF LIABILITY INSURANCE Glows THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIOHTS 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: It the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,s1OJect to the terms and eonditlorls of the polley,certain policies may require an endOrseawill.A statement on this certificate does not corder rights to the certificate holder In lieu of such endorseneent s. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE:P.O.BOX 328 A'N ACT CENTER AX Ho St• 333d949 Pb 5074*4664 OWATONNA.MN S5060 eo EL •CLIENTCONTACTCENTERWEDIN&COM INSURENS1 AFFOROINO COVERAGE NAICA INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 297-B7" INSURER B: NORTHEAST ELECTRICAL INC,NORTHEAST SOLAR SERVICES INC INSURER C: 1 NORTH AVE INSURER 0: BURLINGTON,MA 01803 INSURER E: WSURER F: COVERAGES CERTIFICATE NUMBER:64 REVISION NUMBER:2 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. LTINSR TYPE OF INSURANCE DL UBR POLICYNUMBER POo160YOFF POIDYEXP LOUTS O ERAL LIABILITY EACH OCCURRENCE $1,000.000 X tAhUAfiRCIA1OENERALUABIUTY VCPM/WET RENTED $100.000 CLAIMS•MADE a OCCUR MED EXP I"one perswo EXCLUDED A Y N 9884084 121311201E 1=112016 PERSONAL SADVINJURY $1,000,000 OENERALAGOREOAYE $2,000.000 OEN'LAOOREOATE LIMIT APPLIES PER., PRODUCTS-COMPIOPADD $2,000,000 X POLICY JECT lOC AUTOMOBILE LIABILITY E MelEO 81NOLE LIMIT $1,000,000 X ANYAUTO BODILY INJURY(Per person) ALL OWNED SCHEDULED A AUTOS AUTOS Y N 9884085 12/31/2015 12/31/2016 BODILY INJURY(Per seddeni) HIRED AUTOS NON-OWNED ROPE AMAOE AUTOS X UMBRELLA LIAR )( OCCUR EACHOCCURRENCE $5,000,000 A EXCESS LIAR CLAIMS-MADE N N 9SU087 12/31/2015 IZ3112018 ACOREOATE $5.000.000 BED I IRETINTION pp}�WORKERS COMPENSATION X I TORY t1MUj RS ER AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTNE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBFREXCLUOEOT NIA N 9684086 12131/2015 12/31/2016 (Mandatory In NH) EA.DISEASE-BAEMPLOYEB $1,000,000 OCRIPT ONOFOPBRATIONS below $1.000,000 O.l DI98A9E-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IAl1:M1 ACORD 101.Addidanst Rema►s Sd.edde.(101019 Spam Is repfre4 THE CERTIFICATE HOLDER IS AN ADDITIONAL INSURED SUBJECT TO THE CONDITIONS OF THE ADDITIONAL INSURED BY CONTRACT ENDORSEMENT FOR GENERAL LIABILITY. THE CERTIFICATE HOLDER IS AN ADDITIONAL INSURED SUBJECT TO THE CONDITIONS OF THE ADDITIONAL INSURED BY CONTRACT ENDORSEMENT FOR BUSINESS AUTO LIABILITY. CERTIFICATE HOLDER CANCELLATION $4 2 �— SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Atop\ evf 4//IS�6IP ' ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 11968.20/0 ACORD CORPORATION.A0 rights reserved. ACORD 2S(2010105) The ACORD name and logo are registered marks of ACORD f The Coinn►otrivealth of Massueh►rsetts Departi-trent of htd►rstrial Accidents Office of Investigations ' I Congress Street,S►►ite 100 a. Bostot►, MA 02114-2017 lvav►v.mass gov/tlia Workers' Compensation Insurance Affidavit: Builders/Coiitracto's/Electricians/Plumbers Applicant luforination Please Print Legibly Naive(Business/Organization/ittdividual): Northeast Solar Services Inc Address: 1 North Ave Suite A City/State/Zip:Burlington/MA/01803 Phone#:781 -270-6555 Are you an employer?Check the appropriate box: Type of project(required): 1.❑O I atn a employer with 12 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp. insurance comp.insurance. = required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I aln a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.(No workers' 13.❑✓ OtherSolar PV comp.insurance required.] 'Any applicant that checks box 91 must also till 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 anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. Ifthe sub-contractors have employees,they must provide their workers'comp.policy number. 1 run an employer float is provirling workers'compensation hosorrance for noy employees. Below is the policy and Job site information. Insurance Company Name:Federated Mutual Insurance Company Policy#or Self-ins.Lic.#.:9884086 Expiration Date: 12/31/2016 Job Site Address:_5-2 /v r f(6brac K'=ylf 9_615�,S M"I (S City/State/Zip: Mfg, 0 1- 6 y� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration(late). Failure to secure coverage as required tinder 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 hereb certi it • he ahos an erfnities o ern that the fro orniation pt ovided above is true and correct. Si nature: &' , G` Date: Nt �e Z v l Phone#:78 -270-4899 Official,use only. Do not write in this area,to be completer)by city or town off elal. City or Town: Permit/Liceuse h Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector Contact Person: Phone#: I Massachusetts DepartmenYof Public Safety Board of`Building Regulations and Standards , Licenser CS-062112 -6onstruction Supervisor FT JOSEPH IN VACCARO IS 16 SUNNYSIDE AVE t WINTHROP MA•02162 . Expiration: Commissioner 01123/2018 t Off, Re �l� ati" 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improyeme fit,Contractor Registration Registration: 178137 Type: Supplement Card Expiration: 3/17/2018 NORTHEAST SOLAR SERVICES JOE VACCARO W, -- 1 NORTH AVE. LA BURLINGTON+ MA 01803L -`—" Update Address and return card.Mark reason for change. SCA I = 2oM•oS/11 Address Renewal ❑ Employment Lost Card V/u3 cpanurreoouu�a��lcraaae�uuel,Gs rice of Consumer Affairs Rc 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 Registration`_78137:.. Type: 10 Park Plaza-Suite 5170 Ex ration,- :3N811U18"'pNORTHEAST Supplement Card Boston,MA 02116 SOLAR�S,IVtRUICES°'.+. REVOLUSUN JOE VACCARO =— 1 NORTH AVE. a�.G:.c=��.y C BURLINGTON.MA 01803 ` Undersecretary Not valid without signature i I i I a VECTOR E n G I n E E R S Project Number: U1883-0092-161 March 8,2016 RevoluSun 1 North Avenue Burlington,MA 01803 ATTENTION: Ryan Stair REFERENCE: Chris Coleman Residence:52 Turtle Back Rd.,Marston Mills,MA 02648 Solar Panel Installation Dear Mr.Stair: Per your request, we have reviewed the layout and photos relating to the installation of solar panels at the above- referenced site.The following materials and components are proposed in the installation of the solar panels. Roof Structure:2x12 rafters at 16"O.C. Roof Material:Composition Shingles Based upon our review, it is our conclusion that the installation of solar panels on this existing roof will not adversely affect the structure of this house. The design of solar panel supporting members and connections is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the 2009 International Residential Code and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load:30 psf per Massachusetts amendments to the IRC(verify with local building department) Design wind speed for risk category 11 structures: 110 mph(3-sec gust) Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3.5 pounds per square foot. In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads, it is our conclusion that since the panels are slippery,effective snow loads will be reduced in the areas of the panels. Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Regarding wind loads, we conclude that any additional forces will be negligible due to the low profile of the flush- mounted panel system. It is our conclusion that any additional wind and seismic loadings related to the addition of these solar panels is negligible. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Our conclusions are based upon the assumption that all structural roof components and other supporting elements are in good condition,free of damage and deterioration,and are sized and spaced such that they can resist standard roof loads. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC tN OF R ER T. G A IVI Roger T.Alworth,S.E. .o Principal RTA/aj m I 03/08/2016 9138 S. State St., Suite 101 /Sandy, UT 84070/T(801) 990-1775/F (801) 990-1776/wwwxectorse.com VECTOR E n G I n E E R S Project Number: U1883-0092-161 March 8,2016 RevoluSun 1 North Avenue Burlington,MA 01803 ATTENTION: Ryan Stair REFERENCE: Chris Coleman Residence:52 Turtle Back Rd.,Marston Mills,MA 02648 Solar Panel Installation Dear Mr.Stair: Per your request, we have reviewed the layout and photos relating to the installation of solar panels at the above- referenced site.The following materials and components are proposed in the installation of the solar panels.. Roof Structure:2x12 rafters at 16"O.C. Roof Material:Composition Shingles Based upon our review, it is our conclusion that the installation of solar panels on this existing roof will not adversely affect the structure of this house. The design of solar panel supporting members and connections is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the 2009 International Residential Code and ASCE 7-05. Appropriate design parameters which must be used in the design of the supporting members and connections are listed below: Ground snow load: 30 psf per Massachusetts amendments to the IRC(verify with local building department) Design wind speed for risk category II structures: 1 10 mph(3-sec gust) Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3.5 pounds per square foot. In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads,it is our conclusion that since the panels are slippery,effective snow loads will be reduced in the areas of the panels. Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Regarding wind loads, we conclude that any additional forces will be negligible due to the low profile of the flush- mounted panel system. It is our conclusion that any additional wind and seismic loadings related to the addition of these solar panels is negligible. During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Our conclusions are based upon the assumption that all structural roof components and other supporting elements are in good condition,free of damage and deterioration,and are sized and spaced such that they can resist standard roof loads. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC ROGER T. ,A IVI 0 o• � Roger T.Alworth,S.E. Principal �! RTA/ajm 03/08/2016 9138 S. State St., Suite 101 /Sandy, UT 84070/T(801)990-1775/F (801)990-1776/wwwxectorse.com PROJECT DEVELOPER REVISIONS • DESCRIPTION DALE REV Classic Composition Mount I QMSC THIS EDGE TOWARDS RACKING C7:MLPONENTS 2.50 ROOF RIDGE I NOT INCLUDED 1 I 6 i 5 REVOLU(SUN. 5 �-•�' 'B 7 CONTRACTOR INFORMATION 1 12.00 REVOLUSUN MASSACHUSETTS 3' ro1.xm6sss wuNlm.agap611 i MRECTIT-72.6166FAK TNmTH AVM E�fAIRLINGTOM, 1.50 www.REwwsuN.cowNA 2� uA RED s1).130 3.00 -DESCRW qN OTY. 6•� 1 RASHNG,I 7X17X1193;5D52.MIU. .1 ...__12.00 2, OBLOCK'CLASSIC.A360.1 CAST AL MILL 1 3� HANGER BOLL PLAN CENIER.5/16'x6".I88 SS 'I I DATE:03/17/2016 1 WASHER.SEALING.5/16'ID X 3//':00.EPDM BONDED SS .1 i PROJECTNAME NUT.HIX:S/1616 UNG2B. "I I 5- 18B SS 2 6 WASHER RAT,I9/6C IDX 7/B',OD Z I1W EPDM '1 I.SO 7 WASHER.FENDER.5/I6'10 X:1'OD.IB$SS .1 i __ -B WASHER SPLITAOCK:S/I6'ID.IOOSS I + Quick Mount .,.Do Do —� TOTE: QMSC:CLASSIC COMPOSITION MOUNT p 0 AVAILABLE IN AOLL,CLEAR ANODIZED, AND BRONZE ANODIZED FMHES.; :ti1O""-- '"10=K ='SI7E;WAW.Lr. Z REV Z a J i w i A OAR 72f/d11J.L 6.e Y 2 I� :.o.�. ° I LO J Q J Z J_ O 5 C 5 �r2.r.L 1 �_0mJ0< 2 o U 111 = W .. 6 SQ d (j Leg Balk SpedgeGOms - - _Of O Z A+«+K Gldn 'slxm.26x r.l..m«6N alawlrw r...mn.lal Dlvjn Tv,Lum w _ /96 2m N Q' Q mw...,S— 4, 105 265 LO Q EroImI..I S—..La 2ga1.R4(n 1-11 nLPNl 46. '/06 rs wmFu 43 6T6 2u wln Fv paarml A6 121 WT' Sum. {W. 65 - SWuZ7 .2 611 265 SP .MAF6RG2mAmpl BS 6yA.rpWftl NSR aMMlc.1 30 10 366 S6uuRANIeMaR Wwd Cmv1OLNM 100SAtle 11.2A 1132A N— Oih.d RNRO.m6p40hnr2M.0.IW 4r ff—bK 2)S6a Tt1,1ISIC IM requkW tlp.da— SHEETNAME ATTACHMENT Quick Mount PV0 SPECIFICATION RESPECT THE ROOF SHEET SRE 81713.7 Ap,20KR.,6 ANSI B 11"X 17" SHEET NUMBER PV-11 v) h PROJECT DEVELOPER REVISIONS OUNIRAC Unirac Code-Compliant Installation Manual SunFrame oEsca,o RE Part III.Installing SunFrame The.Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual,SunFrame Rail Planning and,Assembly,governs installations using the SunFrame REVOLU�SUN systems. CONTRACTOR INFORMATION (3.1.1 SunFrame®rail components EVOLUSUN MASSACHUSETTS fe�.rm.65s5 uaIN 1>nT.ex.mi� owECT NG E11.etee 1 NORTN PVEMIE I BUPLINGT(IN, O vnNv�REVOlUS"N'WWL. FIg4R gSimfl•amacanPOnean. U U - 1 _ DATE:03117/2016 • �O�\' PROJECT NAME `O137 ©� 7 p W p I � co ¢ N �. O za ¢ o U ui o Tc�¢ -, zJ Om _�U ¢ p U W = w .. tO�� za z =QfO U t~n a N Ir ¢ Lo ¢ I I SHEET NAME Pigun S.sunPtvmethieadedebtra4 RAIL voeletstloM1 actual efae. SPECIFICATION SHEET SIZE ANSI B 14 11"X 17" SHEET NUMBER PV-10 PROJECT DEVELOPER REVISIONS DESCRIPTION DATE REV solar - solar' • • z SolarEdge Power Optimizer Module Add-On for North America P300/ P350/ P400/ P405 REVOLU(SUU SolarEdge Ilv Polder Optimizer P300 P350 P400 P405 6pced modtAn) (b 72.up RodAu) (b 96<.O nwoxw) W lPon nwMttm (Module Add-On For North.America (INPUT CONTRACTOR INFORMATION Rated Input a Powerlu ........300 .........350 .........400 .........a05 W MASSACHUSETTS Absolute Maximum Input Voltage EVmvxmaus MaN por.ese or+ P300 / P350 / P400 / P405 60 BD 125 Vdc OATH Pa+27I WWNGT Noe at lowest tempemturel................... ........................ ........................... ••••..••••••••...•.••...••.••.••12.5-2••..•.•...•.•...••.•.• (NORTH AVENUE IaDRLINGTON, _ MPPr Operating Range............•••.......... 8•a8 B•60 8-80 12.5-]05 Vdc NAa+aw ........................................................................................... vnvw.R6xausuN.cowNA Maximum Short Clrcub Cumem(Ise) ,,,, NAREo.n 2a Maximum DC Input Current ...................................................12.5......................................................Adc..... 0 Maximum ElRdencY...............................................................................99:5..........................................I............. Welplhted EfRdenN ................98:8........................................................`.N.'...... .r. Duemitage Category II / - I OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) DATE:03/17/2016 • .� Maximum Out ut Current .•...............15 •„•,,,-,,,,,,Adc . ........P..................................................................... ........................................ ....... PROJECT NAME Maximum Output Voltage Ii0 85 Vdc OUTPUT DURING STANDBY I POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) -�. Safety Output Voltage per Power Optimizer 3 Vdc I STANDARD COMPLIANCE KC Part35 Class B,IEC63000{•2.IEC61000•S3 Safety........... .. ............................... fckss ll uteNl.•ULl7a1............................. ....................... _ - VIaDw ,: ROHS Yes 00 A, (INSTALLATION SPECIFICATIONS 0 CEO '�,•...�..�. Maxmum Allowed System Voltage...........................I......................... 1n ..... Vdc. Q /.5 ....................................... ..... .: DlmensionslW xLx N) 3a1 x212 x40.5/SSSx B3ax1.59 mm/In O ;.:•i 7 Weight flndudln cabksl............. ..................... Mi:a ./lb••• J .iw, InputCo ector M...... lrenol/Tyw..........................I.......... ....................... w .. ` Output WIre,Ty /Connector Doubl Ins 6ted Amphenoi................................................ Lp J Q J Z J O r Output Wlrc len h ...95/3.0 12/3:9.....................................�n.�h....y.. ." .. .......p L............................... O m - Q Operann`Temperature Ran..i5..........................................................a0:+85/.-00..s185 ..��.F... O C LLI 2 1 W .. .......................................... H `- Protection RatlnH............................................................................iP65%NEMAa ...... F Z d Z Reladvc Humldl ..............................................P..1� ....M � !r................................... = O _ �•RnH9'Crew 4Mnm}fe Mat/.e+uptl•'Apw.�FWan�M+•.{ V D Z N of Q I PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE Z08V THREE PHASE 480V to Q A SOLAREDGE INVERTER(° rL Minimum String Length g 10 38 (Power Optlmlxersl............................... Maximum String Length 25 25 50 PV poWer"optfrnfzation at the rnodul'e-le"I jPowerOptimizers) „..•..•.-.••.•,.,,,,,................................................ ....................................................... �•Upto,Sa.6 more energy Maximum Power per String 5250 6000 .12750 W ............................................................................................................................................................................. 5.uperlof gf dency(99,5M Parallel Strings of Different Lengths Yes -;Mltigltesall type;:ofhiodtile'i lismatch losseS,freen`irianufacfurfrig tolemlicWto:0ardel stl'e'dlijg� ororiemanons ............................................................................................................ ................................................ ............ irn,ww.axa m,es oauwnvu+wssore�ntocawraonm.+oW. SHEET NAME Re$Ib(e WdL'rn'design foe madmum sjoace UtiU2affon, _ - - - OPTIMIZER Fast lostallation with-a singfe bclt: Next generation mdAenancewith module 1wel monitatllg: SPECIFICATION nAoiUle-leyel,vottageshutdown fix In stlillEcanil flrc-Hght�safety SHEET SIZE 1 ANSI B W USA - GERMANY - ITALY - FRANCE- JAPAN - CHINA - ISRAEL - AUSTRAUA WW .solaredge.us 1 11"X 171+ SHEET NUMBER PV_9 PROJECT DEVELOPER REVISIONS OE6CmPitON DATE REV solar 'L' Single Phase Inverters.for North America @ ,solar • • • ! SE30OOA-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SEI1400A-US SE3000A-US SE38000,415 SE50MA-US I SE6000A-US E7600A-US SE10000A-US SE124DOA41S SolarEdge Single Phase Inverters DD'P'T ___�uni r7prnbml ACPower Output 3000 380D 5000 6000 .I.. 99W@2WV 11400 VA ........................................................ ........................ ...............................?.4494.@taw................................ a......awm•..rr•. For North America Max.ncPpuerOuput 3aoo.........a1so........Me?.gv ...�......... ......logoo@zogv Ix000 VA Sas.@taw... . aavw.@xaw................................ AC Outpm Volbge Mh.-Nom:Max.°t - - - - CONTRACTOR INFORMATION SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ ACOUVg-xx9va<.................................................................... ........... ....................... AC WtPut Vdu�Mbsflmn'-�01 J / I / / J / EVOLUSUN MASSACHUSETTS SE760OA-US/SE10000A-US/SE1140OA-US zll-zero-x64vec .........................................................................................1, ............................................................................. n,.no.aus,.wx pm.eeam„ AC hey�wrcr Mh.Ibm:W!:?!....................................59.3.60.fi0.5( NNleoumq.d!0.57.Go.60.5)............. Ih owECT ne,.nx.etee FAx --•---•-• ,NORTH AVEn1E I1wRLMG—, xa®zogv ere®z0gv Max.c-fiaasn Output Oarsm ....... .....16 25 32 475•••••••....� ....................................... .....I. ......I..2#.@.2a4Y... ................................a2@.AM............. ..... w.mv.REva,uvR.wewA GFDI lhreshdld 1 A w REa e,r.tm Iltlil Monitor bit hot foot unN,Tbrasibbh Tes yas INPUT j Matthn,an DC Powerr IS.TCI. 4050 S100 6750 gUIO IOx50 13500 15350 W ........................ ............................................................ ............................................................................. 4 TnmfameNce lit Yee 12'E� .................... ................ ...... ... •Max.bVN. ttA4a....................................................................... ...... ............................................................. .... .. Norn DC I,qN Vo1m8C............... .. 325 70gV( ...COV.......................... Vd[ DATE:03/17/2016 I6.S@101v 33@208V PROJECT NAME - Max.l,tpul Nrlm. .....9.5......-•••••13 !. 23 34.5 A* ....................................... ........IStF.@.taw... ................................74� ,t9py........ ....................... Sim..O�wB Ctare.A ......AS.-..-... .Adc .... ...........................................................I. .................................................... ..... S ! • .p:ti!el-.r�ry o-m......................................................................?'..................................................................... !1 Grau,d•Fwdt trabtlon Oatactbn 6011ee5entiBNi Abxlm,mb,vertw Fflkleniry..-----..•-.•--97:1...........99:1..........95..3...... 98.3 98 97.5 0208V 97 @ 208V ^F DEC We161ded Fflklenry ..............9,;S............9H 97.5••••• •••97.5 97.5 % ®� M ePALFEAT tltn <zs <4 w W - --- �, 'ADDITIONAL FEATURES '-*' stgppned wRvatmk.tion hterreca Rs4es,Rsx3x.Emwrec? °8.1°P.'!01B!t CID .............................................................................................................................................................. __ ____— Revenue Gade Deb.ANSIUII Cbd e'. Q NO 00 ........... d-..---'.................................................... ........................................................................................ a � Rapid Shmdown-NEC x014690.11 Wnctbreldyerebbd when SohrEdga rapid slunde,m LHn hmOoN° Z� Q O 9 •STANDARD COMPUANCF J ................................................................................. .-.a. ... .S!!!IY...........................................................................uu7el;uu699B.I1L199gt CSA xx.x Y 2 .. n ............................................................... ED J Q C Z J O Grid Connection Sbndatds IEEE1547•••• LLI f..7 W ' _ �•,, EMssbm FCC part15 clan B ® INSTALLATION SPECIFICATIONS O co J O v 6 AWG 30.sx / W =ACMmcMern ........................... Mnn3 WW .......................... M (L&Input ondutslr/9ofmhg/ 3/4 rnb4um/1-7 Vln® A 3/4Mim12 hg/16.6 AWG Z Z lt••• ••• • • ........... 001 Ioswith Safety SWlc 3QSxl7.5x7.7/775a31sx114 12.5 x 1O5/ In/ Z ZO (!*wsD).............................................................................................................................P..s.*.VAA Aw.............Dx^.... U H Cn 0_ ?gkx..nmbfnyAyf. .......................SL./x3x..........I...................s.............cawal. ............M:A(.!4A.............m(.!It.. CJ Q Lo Q Caa16q Natunl Convection endidmnel Fens(u pbeeabb) hn(user The best choice for SolarEdge enabled systems .. ......................................................................................................mat"FOA0................................................. <75 <so dBA .................................................................................................................................6................................... ♦Integrated arc fault protection(Type 1)for NEC 2011 690.11compliance --wn-wx.Oper,MgTempnebre a3b.240/.25W+6040W+60vmd mbblem) -F/•c Superiorefficiency(98%) ..!9JIg9........................................................................................................................................................................ Strait,lightweight and easy to Install on provided bracket •v�m.�noq wd"A.............................................................................N[sa.3R................................................................... wea.a.e,am Pt.w.emv smrmr..mow,. • -Built-in module-level monitoring aitmwmow-;m'epow�o�r«"u`F� Internet connection through Ethernet or Wireless °1 ^NMsa :+�+smwtrw°� wwaa>sNaa++uo1R1 SHEET NAME -Outdoor and indoor Installation INVERTER Fixed voltage Inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation SPECIFICATION Optional-revenue.grade data,ANSI C12.1 stns�c _ SHEET SIZE USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.solaredge.us ANSI B 11"X 17" SHEET NUMBER PV-8 1 PROJECT DEVELOPER REVISIONS DESCRIPTION DATE REV ge SunEdisori YSunEdisori _ SILVANTIS F-SERIES: 255 W TO 275 W PHYSICAL PARAMETERS F•SERIES SOLAR MODULE DIMENSIONS mm[Inch[ REVOLU�SUN. • F Module Dimensions _ - 1,660 mm x 990 mm x 60 mm i .mml•..•m Mndub We h1 Lon k 1 •� e D Ca4TYPa _ - Con!uous CT ICCeI mo on rslaeine_ 1 Number,of Ceps 60 n i 1 From Material- - - --_----- -� Slack Anodized Aluminum- t CONTRACTOR INFORMATION TmpemdARC Goss Thiekness 3.2mm •cam • - • • •••• = TEMPERATURE COEFFICIENTS AND PARAMETERS' SUN MASSACHUS�� EVOLU ETTS �•11 11 1Nominhl OPeral Call Tam etum(NOCT) 45Cx2C / ....®•mom try m,.x�]-111 pm.5-r, • • • _ • .-- (�(lL J•+' EGT n01]Tt416a FNt M Pm - - � ••• •- •• ••• •- • • Tampereture COe9kl¢m of Pmax -0.45 9blC • • t NORTH AVEINE I&rRLINGTON, ,T-P-nng CaeRkient of Vac -... _ -0.34%IC _-._.- -_ -.-_-y 3 ru olam www.-Re-11120 A Tom tore Coefptlem of Nt +O.I1fi o+ REG m•rm k Operetin Tmparmure._ -40C to+BGC i ter" • •• • _ _ • • Maxmum S am Vohege - 1000 V wL b IEQ 1 _ • • _ _ _ • LlmNing Revane Curtem--_ -_ 9.20A. - - -.._ _ - - __4 maw Maximum Sod.Fuse Rating f Pmw Production Tobreeee ---__----- 0 W to+5 W` i r ,I-IWl Sox eaunO IM7••"• F i IEC 6173p ApVIlcallon--- - Class A - - - i DATE:03117/2016 Module Fire Pedormenee Type T 7 _ PROJECT NAME I Module Fire R.Iatmca ReOrg Class C � r- Packaging Specifications 20 modd.pp,pogo `• LI 1 I h.motlul. r 40 hi haute eonminet ,�f„ !Wind and Snow Front Load Us to 6.400 Po Wild Seek Load 2.400 Pa "••"d ] IReduction of STC eficiexr from WDO With? -4% I Moddo Dlmonstem, to 200 W/m'IRaletival_ 1 A-990M.01 1]1-1,658165.31 C-ti012.01 U-3011.101 SILVANTIS ADVANTAGE STC ELECTRICAL CHARACTERISTICS' Mounting Hob Spatlng model• - F255 F260 F265 F270 F275 F255 F26D F265 F270 F275II Cable Length F-994139.11 OD ' 16.6%module effiidenoywith positive power tolerance I I FWK P Cs0 Cz0 GD Up Cr0 KzD KLD KrD Kz0 Kz0! Cable 00D I51 Q� pDW L-1.000151.21 Rmad Mouth- 255 2H1 265 270 275 255 260 265 270 275 3unction Sox pim•nslom Q N � • PlDtree:oompa able with transfolmedess and muld•MPPf inverters Power p,,,a, O 1.-re.Do.Ellnum.93 x 2.39 x 1,01 O O • Tariffdree:not subject to U.S.Countervailing or arl6durnpbg tariffs I M ub vbaaga 3J.5 37.8 37.7 37.g 3/'J 37.5 37.8 37.7 37.9 37.9 •L-ONar aPaane awJGrab upon lcgv prom eonratt you,law Z W eQC J - - - sere+mryece-live lo,nuns 7nrrv-n- Q G • Higher return on vraestmerR with more wattsper+nodule snomamrN current g.•r.: a:ro GJr, g.a> 9.46 s.15 9.m sans; 9.:m g.:m • Uti6tygrade manufacturing:ISO 14001.ISO 90D1 and 100%EL Inspection MomdeE 1%) 166 I5a 16.1 10.4 lee ls5 Ise 11L1 1114 a8, IV CURVES AT MULTIPLE IRRADIANCES 125 C1 tp J Q J Z Lu J O Maximum Ream Point 29.9 3U.0 30.1 :KL2 30.3 792 WO W.1 30.2 30.3 O DO _J O Q Veg9e VnVP M C..> 2 .. QUALITY fi SAFETY ROBUST b AESTHETIC DESIGN Maximum rower Point CM 967 9.91 9.94 9Aa aR 0.07 SM a84 9.001 _ __ _ _t ._ N W . a LLJ O W ern 4n W •InduSUy leading Pip lest conditions: Black anodized corrosion resistant aluminum frame - D_'~ Z Z x 96 hours.85 C.85%relative humidity,-IW .While beck sheet:SEF2mCzD3y NOCT ELECTRICAL CHARACTERISTICS' ;° - ---- -am<rn. =Of O •IEC canified by TOV SOD: x Black back sheet:SEF2,.KxD3y Medal I_ - - -- F265 F260 F265 F270 F275 F255 F260 F265 F270 F275'yI >! _ U Z Z x 6173D to onsure electrical safety taw gbro amiF,.floctivg coated(ARC)tempered Fb.* CYO C9. QD �D CN K7D K7D KaD KxO KM d•_ -- - _ C14 to d Reed Manse(W) iB07 1m.4 IJCLO 10&8 200.3 1e4.1 187.7 191.3 1D4.0 1FR.6 N < Q x 612151onq-term operation in a variety of 9� `Poaar Pttw Iwl r - - - to Q clirtxtes including snow loading up to 5400 Pe Reliability tested beyond international standards 1�Op M Ycub Vo.ge" 34.7 34.8 34.8 34.9 36.9 34.0 34.7 3a7 34.9 349 y and hail lasting Sgecleub current 7.62 7.66 7.68 7.61 7.64 7.32 7.36 7.30 7AI 7.44 o s ro r m m m o n61701 Level I sell mist corrosion resistant for SUNEDISON WARRANTY marine re ons 2 W • w..m n qi 5ykmanship for applications end IIMaxMum Rower Prim 21A 27.6 275 27.8 27.6 27.4 27,4 -.a 2111 27.6 x 82718 ammonia testing for agricultural workmanship for residential epplicaliorrs l V M W CURVES AT MULTIPLE TEMPERATURES 11000 W/m'I environments •25year linear power warranty of STC: Faaldrtxan Rrwa Rrlm ale a90 7.177. 414 1.20 aJ3 a15 a91 1.01 7.11 •Manufactured to AOL 0.4 Level II Quality x Year 1:s 3.5%of rated power C1rrom W and tested up to 3x beyond IEC standards v After year 1:s 0.7%rated power degradation !kited specifications me subject to cite a vithate Prior notice. •_„_,• _ _ per year Amovan>a coemoen/ s-Y✓,ey-,0% •CSA listed to UL 17031.,1,000 V systems 'Ali awarw, a=drrd raft�e"ORD,Iwo W"..AM,.525 C:W,,Wmr ClDracred4de4nW in the US and Canada ,cons IOry by_e%mdpmvc,rrcasugnrent avnmxo or xl% a• SHEET NAME r-n4Waton 7eM anCC:6YbYm¢SY/Cd„prlulppOAarnD,N:00.NYrYrfedla nMCtn Cre-,f/m •MCS certified by BAST for the UK �•• san6eiwnN lb.m w.rt.mn sacdpo"'IsiCpwwe,ae,4r ere Win 5w M ODULE 'yb r,-f carY14t 4P 1-ae"..M-54,R'.1B-AnIPA4vrorlia4es I{1 SPA .. �• AIOCIca"'rn,rdKe"'rg�"°"'M""r4F"X_om _ __ __ SPECIFICATION P�dya� wO,.av,*�lYrgata+itatlnxxrpnM mxltt rmm•N anpaCrpmrd4ara dead5:6D7 WA,�2riC 1 Q. I] C �/ �w• MILS rvaM 1 rra2 '. •.-• For hr Information about StmEdiscm-,Sit-tls modules,pleoso visit •• ' . . SHEET SIZE unedl.-cohn ANSI B .• I1 C •,,,,des m. , • . . . . . .n o.•m N a w..„ o7ot4.5uxEansl Rcrtiv.Ns.xmnwe Ra L:n..Asux'naox cammm.nmyxo.cewe4.slneanm axe r-e 5vx"cnam repo •...m e�ea•s:w•n nnnNnure o•:neamxra al alneegttr dranvr_+snasavn nag Lre.e:k na.nar:es In m.um:en s:xmanrd 11e X 17" wmMl•on.tan •'�••'•'•d� na .4nlm cdmmN.All ors,a un4emxlb nNnrianMin ON noxuurenl me:hn Manmb Ot lnmrmT•JNa avmo. LUA.tslae TF FaO vnan<9 OS SCmm v:r 1]]a1< SHEET NUMBER PV-7 PROJECT DEVELOPER REVISIONS DESCR/ViION MTE REV WARNING ELECTRIC SHOCK HAZARD. ••NOT TOUCH WARNING TERMINALS.TERMINALS ON INVERTER OUTPUT BOTH THE LINE •LOAD CONNECTION.••NOT REVOLU(SUN. PHOTOVOLTAICSIDES MAY BE ENERGIZED SERVED BY A RELOCATE THIS IN THE OPEN POSITION. CONTRACTOR INFORMATION REO'BY:NEC 690.17 1-1 REQ'BY:NEC 690.31(�,� REQ'BY:NEC 705.12(0)(4)� REQ'BY:NEC 705.12(D)(7) n REQ'BY:NEC 690.14(CZ(�� i 2 3 � S EVOLUSUN MASSACHUSETTS APPLY TO: APPLY TO: APPLY TO: APPLY TO: m+]ro.esss wux Poi.nv.m+, APPLY TO: MAIN SERVICE PANEL aREcnm+zm.ma wu DISCONNECTS EXPOSED RACEWAYS,CABLE TRAYS PV SYSTEM BREAKER PV SYSTEM AC DISCONNECTS N00.TH^ •uw xctax. PV LOAD CENTERS COVERS OR ENCLOSURES OF JUNCTION BOXES mWec%w^+ COMBINER BOXES CONDUIT BODY W/AVAILABLE CONDUIT OPENING DATE:03/17/2016 NING IF A GROUND- PROJECT NAME INDICATED,THE NORMALLY GROUNDED CONDUCTORS MAY BE ENERGIZED AND DISCONNECT UNGROUNDED AC CURRENT:31.25A VOLTAGE:240 VAC co REQ'BY:NEC 690.13(B) REQ'BY:NEC 690.5 C 7 REQ'BY:NEC 6%L f-1 Q N APPLY TO: APPLY TO: APPLY TO: o PV SYSTEM DC DISCONNECTS INVERTER PV SYSTEM BREAKER Z� Q o 2`1 r LU c/) w� o co_3Q _3 Z— Om -JpQg p U LU 2 _ -.TIED PHOTOVOLTAIC c60J d W O OPERATINGPOWER SOURCE of 0 ,. WARNING m VOLTAGE:OPERATING VOLTAGE:350 V ELECTRIC SHOCK HAZARD. „ ••CONDUCTORSOF N MAX SYSTEM Q Q MAX SYSTEM CURRENT:37.5A THE PV SYSTEM ARE PHOTOVOLTAIC SYSTELMAX INVERTER OUTPUT: UNGROUNDED AND MAY BE EQUIPPED WITH Q ENERGIZED RAPID SHUTDOWN REQ'BY:NEC 690.53 n REQ'BY:NEC 690.35 F 10 REQ'BY:NEC 690.56(C)� 11 APPLY TO: APPLY TO: APPLY TO: INVERTER JUNCTION BOXES,COMBINER BOXES PV SYSTEM DISCONNECT DC DISCONNECTS,INVERTERS SHEET NAME PLACARDS SIGNAGE REQUIREMENTS 1.)RED BACKGROUND - 2.)WHITE LETTERINGB.3/8•LETTER HEIGHT 3.)MIN.3/8 LETTERS HEIGHT SHEET SIZE 4.)ALL CAPITAL LETTERS ANSI B 5.)ARIAL OR SIMILAR FONT - 6.)WEATHER RESISTANT 1.1"X 1 7" MATERIAL,PER UL 969 SHEET NUMBER PV-6 ARRAY CONFIGURATION PV MODULE SPECIFICATIONS INVERTER SPECIFICATIONS POWER OPTIMIZER SPECIFICATIONS WIRE AND CONDUIT SCHEDULE AC SYSTEM SUMMARY PROJECT DEVELOPER MODEL NO.SUNEDISON:SE4'27OK]D3Y MODEL NO.OLAREDGE:SE600Q1SMLENGHT:8 DEL NO.SOLAREDGE:P]W TAG COND COND COND GND GND GND CONDUIT NOMINAL SYSTEMVOLTAGE:240 VOLTS AC SYSTEM:6.48 KWSTC,6.00 KW AC OTY SIZE TYPE OTY SIZE TYPE SIZE WEIGHT:d2.55 LBS POWER RATING:6.0 KW AC POWER:300W MA%.GURRENT PER 690.8(A):25.OA TOTAL PV MODULE OTY:24 TJC, 2 AWGNIO W-WIRE 1 AWGpB BARE WA DIMENSIONS:652'%3,WX1.97'INCH NOMINAL VOLTAGE:240 V AX VOC:48V CU MAX.CURRENT PER 690.A- 3125A REVISIONS INVERTER I.D.0 1-1 MODULE POWER®STC:270W MAX OUTPUT CURRENT:25 A RRENT:15A DC2 2 AWG010 PV-WIRE I AWGa BACRUB WA DESCRIPTION DATE REV INVERTER AC POWER(KW):8.00 VOC(OPENCIRCUR VOLTAGE):37.8 V CEC WEIGHTED EFFICIENCY:87.5% OLTAGE:W V pC3 4 AWGNS THWN-2 1 AWGA THWNL2 3l4' PV POWER(NW STC)SAO VMP(MAX-POWER VOLTAGE):W2V MAXIMUM OC VOLTAGE:SOON LENGHT:B MODULE TOTAL OTY 24 ISC(SHORTCIRCUIT CURRENT):9.30 A INVERTEROUANTITY:1 ENGHT:25 AC1 3 AWG4B THWN-2 1 AWG INVERTER DC:AC RAT0 1.17 IMP(MAX-POWER CURRENT):8.94A POWER:5250 W STRING 0T1':t pV SYSTEM MAXIMUM VOLTAGE CALCULATION PER NEC 690.7(A) STRINGLENGTH 12 UGC MAX OF TEMPERATURE MAX.OPEN CIRCUIT VOLTAGE 500.0 CORRECTION%VOCX MOGUL SIN•CORRECTEDOPEN REVOLU(SUN. S FACTOR SERIES CIRCUIT VOLTAGE OPERATINGVOLTAGE 3W.0 1.142 X 37.8 X 1 • 43.17 Z MAX SHORT CIRCUIT CURRENT 18.8 OPERATING CURRENT 15 CONTRACTOR INFORMATION STRING DIY:1 STRING LENGTH 12 REVOLUSUN MASSACHUSETTS BA�NaN MAX.OPEN CIRCUIT VOLTAGE IM.0 ]B DaiECT �]6b031I RNUE I BVee FAX 5 NORTN PVENVE IBURUNGTON, OPERATINGVOLTAGE 360.0 uA OIBW NSNYJiEVOLUSUx.CONIeV, MAX SHORT CIRCUIT CURRENT 18.8 p6G al]412B OPERATING CURRENT 15 STRING 1:(1)PV MODULE PER OPTIMIZER DCt DATE:03/17/2016 (12)OPTIMIZERS CONNECTED IN SERIES ON ROOFTOPI�-INSIDE BASEMENT PROJECT NAME 3.24 KW STC TOTAL I INVERTER: SOLAREDGE SE600OA-US OUTPUT:240 VAC,25A PLDG.EXTERIOR WALL TO UTILITY GRID 97.5%CEC WEIGHTED EFFICIENCY NEMA 3R,UL LISTED,INTERNAL GFDI S AFCI B I UNGROUNDED,TRANSFORMERLESS BI.OIRECTIONAL _ - - 7 1 _ .r I O UTILITY METER 00 1-PHASE,240 V 12 11 10 2 1 I i G G G N L2 Ll I Q ON -_ _ _ _ I L1 r INSIDE BASEMENT O O DC3 I I I L2 I ! PANEL •Z Q J STRING 2:(1)W MODULE PER OPTIMIZER OC2 I N AC DISCONNECT: L (E)MAIN SERVICE �( (12)OPTIMIZERS CONNSTCECTEDOT'AL IN SERIES JUNCTION BO I I I ACt 2gOV,BOAMP I 1-PH,3-W.SQUARE D Y I 600 V,NEW I _- V UL LISTED I I G NON-FUSED 125A RATED,240V.2P W (n W J O AC7 ACt IN)PV METER I NEMA 3R UL LISTED AC7 I (E)MAIN BREAKER '-I LOCUS L-GATE 120 TO HOUSE 240 V, _O m _J O _ r 3R,UL LISTED I IDOA/Ip W =W I Lt • I L7 40 N J d O L1 L1 L1 L1 1 1 F Z Z B I H- -h L2 L2LzL2 L2 O _ I I I ry ry N N N N f/)-J G G L G G - G G G -- G 1 I _ N W Q 12 11 10 2 , -- _1 I �I 35A/2P _ I CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR AMPACITY AMPACITY CHECK#1 INTERCONNECTION TAG CIRCUIT CIRCUIT MATERIAL TEMP. TRADEAMPACITY30- ER OPTIMIZER MAX MA% MAX CURRENT CONDUCTOR 120%RULE•NEC 690.64(D)(2) I _ ORIGIN DESTINATION RATING SIZE 30'C PER OUTPUT % ,PARALLEL=CURRENT PER X 125%pER m CURRENT PER PER AMPACITY - ]10.15(BN18) CURRENT STRINGS 890.8(A)(3) 680.BIBN2Na) 690.8(BN2Na) 690.8(BX2XA) < UTILITY FEED•SOLAR BACKFEED i DC, PV STRING JUNCTION BOX COPPER 90' WGp,0 40 AMPS t5.00 X 1 =15.0 AMPS X 1.25 18.8 18.8 AMPS <30.OAMPS IOO.OA•35A•135A SHEET NAME EXISTING GROUNDING ,e.e AMPS <3o.o AMps BUSS RATING xlz0% ELECTRODE SYSTEM ELECTRICAL LINE OC2 PV STRING JUNCTION BOX COPPER 90' WG910 40 AMPS ISM X , ,SOAMPS % Lm = I&8 125.OAx 120%•150A 37.6 AMPS W.0 AMPS DIAGRAM DC3 JUNCTION BOX INVERTER COPPER 75' AWG#B 60 AMPS 15.00 X 2 v 30.0 AMPS X 1.25 • 37.5 CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR SHEET SIZE AMPACITV AMPACITY CHECK#1 CORRECTED AMPACITY CALCULATION AMPACITV CHECK#2 TAG CIRCUR IS MAIERUL TEMP. TRADE AMPACRY® INVERTER MA% MAX MAX CURRENT CONDUCTOR CONDUIT DEBATED MAXCURRENT ANSI B ORIGIN DESTINATION RATING SIZE 30-C PER OUTPUT X aOF =CURRENT PER X 125%PER •CURRENT PER PER CONDUCTOR X TEMP % FILL CONDUCTOR PER < CONDUCTOR ^ v ]I0.15(BN18) CURRENT INVERTERS 690A(AN3) BBO.B(BX2NB) SW.8(BK2XB) 690.8(BN2NA) < AMPACITY AMPACITY DERATE DEBATE ANPACffY 890.BIBN2)01) AMPACffY 1 /A 17 ACI INVERTER MAIN SERVICE COWER 75, AWG#8 50 AMPS 25.0 X 1 26.0 AMPS X 1.25 m 3126 31.25 AMPS < W.0 AMPS S0 X 0.76 X I.00 • 37.5 25.0 AMPS < 37.5AMPS PANELSHEETNUMBER PV-4 i PROJECT DEVELOPER (E)FRAMING MEMBERS CONSTRUCTION NOTES I � �- SOLAR PANEL 1.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO REVISIONS '_ SECURING CLIPS INITIATING CONSTRUCTION. oeuRiMON -TE Rev PV MODULE 2.) CONTRACTOR SHALL REVIEW ALL MANUFACTURER INSTALLATION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. POINT OF CONNECTION 3.) ALL EQUIPMENT SHALL BE LISTED BY U.L.(OR EQUAL)AND LISTED FOR § I I I I I AT(E)ROOF FRAMING ITS SPECIFIC APPLICATION. MEMBERS Q 4'-0"MAX. 4.) ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. REVOLU(SUN. 5.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. B' 6.) ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND RACKING SYSTEM SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. CONTRACTOR INFORMATION 7.) ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 VOLTS AND PORTRAIT PANEL 90°C WET ENVIRONMENT,UNLESS OTHERWISE NOTED. REVOLUSUNMASSACHUSETTS .z,apo—o„ B.) WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE Ooa-1-2ne- NOT SPECIFIED,CONTRACTOR SHALL SIZE THEM ACCORDING TO "o"T"" EW°ua'"cro". 1 POINT OF CONNECTION DETAIL APPLICABLE CODES. v� cpo. PV-3 SCALE:N7S 9.) PV MODULE FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C.PER THE MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET. 10.) PV MODULE RACKING RAIL SHALL BE BONDED TO BARE COPPER G.E.C.VIA WEEB LUG,ILSCO GBL-4DBT LAY-IN LUG,OR EQUIVLENT LISTED DATE:0311712016 LUG. PROJECT NAME 11.) GROUNDING ELECTRODE CONDUCTOR(G.E.C.)SHALL BE CONTINUOUS / AND/OR IRREVERSIBLY SPLICEDIWELDED. UNIRAC SUNFRAME 12.)ALL JUNCTION BOXES,COMBINER BOXES,AND DISCONNECTS SHALL SHARED RAIL BE INSTALLED IN AN ACCESSIBLE LOCATION. END CLAMP 13.) ROOF ACCESS POINTS SHALL BE AT A STRONG POINT ON THE PV MODULE BUILDING AND NOT REQUIRE THE PLACEMENT OF LADDERS OVER EXTERIOR WALL OPENINGS. v 14.) WORKING SPACE AROUND ELECTRIAL EQUPMENT SHALL COMPLY WITH Q N 00 5/16"xNUT W/ — NEC 110.26 O p LOCK WASHER <Y L-FOOT — w U Uj LU J 0 w j< -1 z— STANDOFF — _O m J O Q FLASHING C,O W m M `OOf z- z =Q� O QMSC U F W a (E)COMP —— ALUMINIUM FLASHING 04 W Q SHINGLE ROOF (E)SUBSTRATE (E)FRAMING MEMBERS SHEET NAME MOUNTING& POC DETAIL 5/16"X 3.5"S.S.LAG BOLT WITH MIN SHEET SIZE 21/2'THREAD EMBEDMENT, ANSI B SEALED PENETRATION 11"X 17" 2 ROOF SECTION (SIDE ENLARGED VIEW) SHEET NUMBER PV-3 SCALE:NTS r V—3 MODULE TYPE, DIMENSIONS&WEIGHT PROJECT DEVELOPER MODULE TYPE=SUNEDISON:SE-F270KzD-3Y MODULE WEIGHT=42.55 LBS MODULE DIMENSIONS=65.2"x 38.9'=17.61 SF REVISIONS ROOF DESCRIPTION DESCRIPnON MTE RE ROOF TYPE-COMP SHINGLE ROOF n TOTAL ROOF AREA=1400.66 - 422.64/1400.66=30%OF ROOF 70 FACE AREA COVERED BY ARRAY z D BILL OF MATERIAL -I n TOTAL#OF PANELS 24 REVOLU(SUPI DAREA COVERED(SO.FT.) 422.64 70 D AVG.LOAD PER.CONNECTION POINT(LBS) 29.07 CONTRACTOR INFORMATION Q WEIGHT PER SO.FT.OF SOLAR ARRAY(PSF) '3.03 REVOLUSUN MASSACHUSETTS NUN w,.sa.a1„ 202 RAFTERS TOTAL WEIGHT OF MODULES 1021.2 —T.—:I'°ue leuulnc oN. @ 16"O.C. WO'W TOTAL WEIGHT OF OPTIMIZERS 50.4 —,RMevD uN.0— RED ol1�,t0 (N)JUNCTION TOTAL WEIGHT OF RACKING COMPONENTS 207.52 BOX I 3'_3„ TOTAL SYSTEM WEIGHT(LBS) 1279.12 39'-10" i TOTAL RAIL LENGTH(FT.) 155.6 0 DATE:03/17/2016 3/4'EMT ' ' #OF 11'UNIRAC RAILS 132- PROJECT NAME CONDUIT RUN I I I I i i I i i I i i I i i I I I 1 i i I I i I i I i i #OF 14'UNIRAC RAILS(168") 12 IN ATTIC I I t 1 1 I I 1 I I I I I I I I 1 1 I 1 I 1 I I I I I 1 I ( ) � I ' ' ' ' ' �' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' TOTAL RAIL LENGTH FIELD(FT) 168 I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I #OF UNIRAC RAIL SPLICES 6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TOTAL#OF END-CLAMPS 8 00 1I i TOTAL#OF MID-CLAMPS 44 TOTAL#OF L-FOOT ASSEMBLIES 44 Q N 00 I I I I I I I I I I 1 I I 1 I I I I I\ I O I I I 1 I I I I I I I I I 1 1 I I I I I O o Li I I 1 I I I I I I I I 1 I I I I I I I I I I 1 I I I I 1 I Q Y � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' (24) J SOLAR PANELS -�Q Z (E)125AMP MAIN I I o_ m Jz ROOF#1) O ROOF#1I OVW =SERVICE PANEL 41LTL 34'- I I I 1 I (N)UNIRAC SUNFRAME SHARED 38 9"/ � Z WQ D M.1-223. ZRAIL TYP. _2O U::) Z'SiPV On fi NV _ I I I I (44)OMSC F Cn O_ M AC ATTACHMENT(ROOF#1) (V � Q Q \— LID (N)SOLAREDGE: - (O (N)IOP SE6000A-US(240V)NVERTER (E)UTILITY (N)LOCUS PV -\ METER METER - SUNEDISON: (N)AC SIDEWALL 'SE-F270KzD-3Y DISCONNECT - CONDUIT RUN LEGEND - ,- -RAFTERS SHEET NAME ■ -JUNCTION BOX ----- -a"EMT CONDUIT ROOF PLAN& -UTILITY METER ® -CHIMNEY MODULES MSP -MAIN SERVICE PANEL -EXTERIOR CONDUIT SHEET SIZE wv -INVERTER ROOF OBSTRUCTION ANSI B SKYLIGHT Ac -AC DISCONNECT 11"X 17" 1 ROOF PLAN & MODULES LOCUS PV METER F SHEET NUMBER PV-2 SCALE:3/16'=1'-0' IOP -lop PV-2 SHEETINDEX PROJECT DESCRIPTION: PROJECT DEVELOPER PV-1 SITE PLAN&VICINITY MAP 24x270W ROOF MOUNTED SOLAR PV-2 ROOF PLAN&MODULES PHOTOVOLTAIC MODULES PV-3 MOUNTING DETAIL&P.O.0 DETAIL SYSTEM SIZE: 6.48 kW DC STC REVISIONS PV-4 ELECTRIC LINE DIAGRAM PROJECT SITE DEs MPnDN D E REV PV-5 WIRING CALCULATIONS EQUIPMENT SUMMARY PV-6 PLACARDS 24 SUNEDISON:SE-F270KzD-3Y PV-7 MODULE DATA SHEET 07 SOLAREDGE:SE6000A-US(240)INVERTER • PV-8 INVERTER DATA SHEET PV-9 OPTIMIZER DATA SHEET PV-10 RAIL DATA SHEET PV-11 ATTACHMENT DATA SHEET / l REVOLU(SUN. CONTRACTOR INFORMATION N O EVOLUSUN MASSACHUSETTS re oxro.nsss wANI poT.ay.mtt I t NORTTH AVENGE II W-NGTON, Q DATE:03I17l2016 1 2� PROJECT NAME �O e2;8" ga 6' HOUSE PHOTO 11 6j \ SCALE:NTS co %\ V 2-STORY Q N / HOUSE / Q 0 C3 / (E)MAIN \ J / SERVICE PANEL PROJECT SITE , W U 111 (24)SUNEDISON: . ,p O<J Z Q O SE-F270KzD-3Y O U / 70, � ROOF#1 Z 0_ UJ Z =IxO / DRIVEWAY OQ�Q"ISTINGU� Q Q- SHEET NAME SITE PLAN 1CLAF,Q�y / SITE SPECIFICATIONS , VIC NITY MAP OCCUPANCY CATEGORY:II DESIGN WIND SHEET SIZE SURECATEGORY:C C EX O GROUND SNOW LOAD:60 PSF ANSI B " GOVERNING CODES VICINITY MAP 11"X 17't 2014 NATIONAL ELECTRICAL CODE SHEET NUMBER 1 SITE PLAN WITH ROOF PLAN 780 CMR,8lh EDITION SCALE:NTS PV-t SCALE:t132"=1'-0" UNDERWRITERS LABORATORIES(UL)STANDARDS PV-1 OSHA 29 CFR 1910.269 ��s PROJECT DEVELOPER REVISIONS DESCRIPTION DATE REV Classic Composition Mount I QMSC IHb EDGE IOW ARDS �p RACKING COMPONENTS 2.50 ROOF PoDGE 1 M� HOI INCLUDED I r s I 6 REVOLU(SUN. 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Lo Q Enaenuul BPuca.LEaHI:UeRm E.t�J1TB5DISEywI a TM re LIeT Rr el w 212 HT1A Fu B+tlRl Ae )OS 235 • Sbu9ernRm 3e E21 SOT - Sbua.Rne,Fu e1 EIS 2115 Sauu.Rn�;Ftr(Etl2mlxn ml mu ElPn PedetlYSR aaedll E0 t9e ]fA Salim AaaloRWaal C—WIL NDS 260%➢ ILIA I.A2A Made IlRlleerl«mlM mbeadaan,rrlel aoEv Na[hlr rminrcliEa 21 See FOS rue IWC brapNed adpa ORartE>. SHEET NAME ATTACHMENT quick Mount PV° SPECIFICATION RESPECT THE ROOF SHEET SIZE BI 723.7 Apr-2014,ReV6 ANSI B 11"X 17" SHEET NUMBER �] PV-11 i PROJECT DEVELOPER REVISIONS iFUNIRAC UniriacCode-Compliant Installation Manual SunFrame oescnlPnoH onTe nev I Part III.Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual,SunFrame Rail Planning and Assembly,governs.installations using the SunFrame REVOW(SUN. systems. CONTRACTOR INFORMATION [3.1.]StmFrame®rail components EVOLUSUN MASSACHUSETTS Tetnossss wux ROT.®ewi� DIPCCi HOISRAI!!FAt tNOHTH nVEN"EIEURLINGTON, Q' 0 u{�o F14�asrmFrm�ecomDonenta x�vwowsuH.cowwn wneonr.lm ''III v O O' 0 © DATE:0 311 712 01 6 � O,x L\'= PROJECT NAME © p O �,,0. w 00 N 00 'Cr zwCD < o < (DJU w 0 QJz - 0M 0Q p 0 LLI X: 2 '60- zaw0 =WO Ti a Loa a SHEET NAME F{gum S.Swt)mneNrended�lntru4' RAIL oao saNuR etttrolthG SPECIFICATION SHEETS¢E ANSI B 14 11"X 17" SHEET NUMBER PV-10 i PROJECT DEVELOPER REVISIONS OESCRIPrIOu nAm REV Solar- - solar e s SolarEdge Power Optimizer Module Add-On for North America P300/ P350/ P400/ P405 REVOW(SUN. SolarEdge!Power Optimizer P300 P350 P400 PODS (fs 66wR Rmm4as (b xx-rap Rxxmnl aer 96co0 nmmtlaa br Nlo ton moAWn pq ,I JJ 'INPUT CONTRACTOR INFORMATION .Module Add-On For North America RatedlnPvtaPowtH.x•.•••...--.--•.•.•..•••• . .. ..300 350• ...........00. ..................405...............W••.•• ............. .... .. .......... ............ Absolute Maximum InWt Volta a EVOLUSUN MASSACHUSETTS P300 / P350 / R400 1 P405 a 48 60 �° 125 Vdt mtEPe.xn eieevtrr ryoc at lowest tempeature)................... ........................ .......................................... •..•••••••.••••.•12.i•..•..••.••••••••••C• ••• NORTH AVENUE IBHR4NGTOH. ................................... _ MpPTOperanng Ranec-•-.-••-•.-..•.••-•.•.•.. 8-48 8.80 12.5...5 Vdc suoiws ........................................................................................... vAVw.R Mou..COWRA MaYlmum Shon ClraB Curtent llXl............................................................. .....................................................gip. wREo erz.rxo Maximum DC Input Current ...................................................12.5.......................... ............. ................A.dp. �; Maximum EfRde!!cY...............................................................................9..:`'....................................................... WelEhted EfRNenN .......................8.8....................................................... Overwllage Category 11 OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) DATE:03/17/2016 r ' _ ," MaYlmum Out ut Current ....•.•.••-15 Adc: ✓ ...................P............................................................................ ................................................................ PROJECT NAME Maximum Output Volage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) �. Safety Output Voltage per Power OPHmlzer 1 We A 'STANDARD COMPLIANCE ` _''• - EMC FCC Partls Class B.IEC61000{-2.IEC61000.6-3 " n1, Sat IEC62309-1 class II safe ),UL1741 c ..... !!'.............................................................................. .5.............�' • .......................................................... _ •r RoHS Yes CO INSTALLATION SPECIFICATIONS •_ ,,:, H.•" Maximum Allowed System VoltaFp••••.•............................. 3000 Wc. C, ...................................... .......................... .........,............................................ ..... mm N O O 141x212x40.5 S.SSx834x1.59 / / ............................................................................................................................................................................... i' .' WelEht slncNding ............. 950/2.1......... gr/Ib.,• Q J ................................................................ ......................................... Input Conneaw MC4/Ampherrol/Tym MC4 .......... Y ..... ..................................................................................................I............................. ON ut Wlre /Connecter Double lnsukted:AmPhenolLU ..••••...•. N J O .- - ......P TYPe ..................................... .......................... ...................... .. ..... LD LU Q J Z — !. •output•wlrcLenlrth ... ......0;95/3:0 L.. ................•12/39................................ ....m�k.... m � O Q operate,&TemperamreRange................. -40•.65/a...... ......e�.f... o U W g = Uj . Y Protection Rating IP65/NEMA4 J L1- ll.l Z " = Relattve Humidity.... ......................................................0:.1� ............ =Of O - �•na.asrcw.seiri.mo�e+a+aamm.raoo,wrw.m+w..i Z N X Q 'PV SYSTEM DESIGN USING Lr) Q t A SOLAREDGE INVERTER14 SINGLE PHASE THREE PHASE ZOSV THREE PHASE 480V 'Minbnum String Length 8 10 18 (Power OpHmlzen) ............................................... PV pOWEr'OPSlm[zatioh at the rn adUlle-level' Maximum Stdng Length 2S 2S 50 (Power Optimizers) ............................................................................................................................................................................ �'•Up to.S?6mom energy Maximum Power per 5tting 5250 6000 12750 W ............................................................................................................................................................................ w!'SIIpErldt-..efflclency(§%5 ) Parallel Strings of Different Lengths Yes �Mitigates.all'types rif nodule'inlsmitchlos.Si!s, $Obdlilg: oronemanons ............................................................................................................. aui„wm..emmw waswmvmwssan..wxawxaono,.rows SHEET NAME �f9eidble,ptem•.deiign for hlaz!murli spa Ge'u51lzetfati. Fastlnst dlatfuiwlth'b`stn.""glebolr; --------• —- OPTIMIZER Nettgenerstfon melAenaneewithmodule-level moNtaing SPECIFICATION M6auie-level'.voR,age shutdown for instellEraniifire(gliter safety SHEET SIZE ANSI B USA • GERMANY • ITALY - FRANCE • JAPAN • CHINA• ISRAEL • AUSTRALIA- vi%vw:SOlaredge.US 0 err X 17" SHEET NUMBER PV-9 PROJECT DEVELOPER REVISIONS DESCRIP DATE REV solar3, ' Single Phase Inverters for North America solar • • ! SE30OOA•US(SE380OA•US/SE5006A•US/SE6000A-US/ SE7600A•US/SEIOOOOA-US/SEI1400A-US SES000A-US I SE3800A-US SESOOOA•US SE5D00JkAJS E760DIWS SE10000A•US I SE124MA-JS OUTPUT REVOLU�SUN. SolarEdge Single Phase Inverters . Nmnk,al AC PPweDui,n............................�0..........5°°°...... ....60°°.........��......MRAWW........11.00........VA.... m..c.,mm..cr. For North America Mat AC ro•.w pn 3300 .150 50°°@20°" 6000 .3. 1080D® 12000 VA ............................... ....... .......MS007.4.v. ......... .......}4954.@i.9P.!.............................. A[Oulput Voh•8a Min.-Nom'ku... - ! - - / - CONTRACTOR INFORMATION SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ AC Waage .................................................................... ............................................................................. AC Output LWl•ga k9r,.•rl4r,.•ALcny ! ! / EVOLUSUN MASSACHUSETTS SE7600A-US/SE10000A-US/SE1140OA-US !n-.. :zw�..................................................................... ............................................................................. e,.:•..sss�Rw wAw„ ACF•y,wrsy Ml,.Mmn-Ma>L°t........................................:. .....M.MwcourmTa r�57:6...... ............. 1tr OwER P•tmA,m v,V� ••••••••• i NORTHAVENIIE l NMLIRGTOR, M••.CmtI nuns Output Oarmt 12.5 16 20®20BV 25 32 ®208V 47S A yu O1� ...........................................................I...............I..21.NMY... ..................................ZA.7.9W..................... •".• •,.t REG•,r.,M c�Dlm a^?1e...................................................................................i.........................•.................................... .^ 'itm4im bhna a l.TnrRtmkts res Yes INPUT —�"`• Mahn,m OC PowttISTC( ...........<050.........5100..,,,.....6750. ....910D........10250.........13500.,,,......15350........W..... 12 a .71•mtnmer,less:l►F..mdN.......................................................... ......�.............................................................. ........ n .Mac�M!n.btta4e....................................................................... ........'............................................................... .... • •Nom OC ItpW,4 "�-t• a bput CmrVmdWb'4°. I .... DATE:03I172016 .......... I 4OV............. ........................W 9. I3 2 PROJECT NAME 4 3 345 ........................ 5............1...... .... ...... ............. ... M............. . ....1...... .... ..... •La Irqut.5ho..Oradt C,Brant........................................................ Ah a %• Iry .............................................................. ...... ...................................................................... Ground•Fttdl bdatlon DHecllon Mvbn,m b,verttt FBkI•rc.Y.......... 97.7 98.2 98.3 ' 98 98 98 % q ................................ ................................97......208V. ............................................................................. CEC Weeded Elfick—Y 97.5 9g 97.5,20aV 97.5 97.5 97®208V 97.5 % r. .............................................................................9Ra.xw!r.. ................................Y7.:9�zw.r............................... N ePowtt Cme tlon <Ls <4 W Co ADDITIONAL FEATURES St Imted Cpr,ununbdon lmenc�m IW85.A523T.fNttnaL L680e I°P.bO.n.��I................................................. 0 CD ...................................................................IPM. Revenue Gr•de Wb,ANSICIzI flpt(olteP° O NO DO C3 a t. Rapid Shutdown-NEC 2014690.12 Furedmwllty tt,ald.dwl,en sohrEdBs nqd slmdmwt lltb lnAWed° Z Q •STANDARDCOMPUANCE J ' .y s•ra!Y...........................................................................uu�4i,uuw9a•wi,9.9s,CSA2L2................................................... Y Odd C.m.erd.w 5mndwds •,••,,,,IEEE1547. W 1..7 _3 zLij J 0 ............................................ ............. rO JQJZ — ............................................................................... r✓�r ; INSTALLATION NSTAL fCC rwrt75 1•vB O tm J O 2 •f y INSTALLATION SPEOFIGTIONS A[eutpultaW/l she/AWG.rub{e.............................3(!rff"um/166 AIYG................................3(r mYlYnuo(83AWG Cn J a W DC Input conAultsbe/Not De.0 3/4•nii /1-2 soY,gi/lf.6 AWG 3/0'mhYmum71-2 strlrtp Z Z ..............................................................................................................................1?.:4P.riG........................ _ O .- Dlmmabm wM Sa/ary SwlWt 30.5x 12.5 x 20.5/ In/ 30.5 x 12.5 x 7.21775,31 S.18. D F- Z ............. ...........si=--.z};..........�.................................................................M.F31hAX%............porn.... ....................... :11.!R.............m N/ .............................. a �2a�. ..............R. U Q -_ CooOg Ntuml Con—flon .,M Intttrtel Fms(mttrepr4,:e•bN) hnlmtt The best choice for SolarEdge enabled systems ..............................................................................................................rFr!xF.mvl................................................. <is <so dB4 Integrated arc fault pmtection(Type 1)for NEC 2011690.11 mmpliance MI—Mm opentb,6 rertOttatme -13m.140f-25 W.60mto.60—lo.•w110101 -F I'e -Superior efficiency(98%) ..!4mR...................................................................................................................................................................... Small,lightweight and easy to Install on provided bracket Rotxdm Radom ,,,, NEMA 3R wp.�+.m•op.w.mmnrw�eaw Built-in module-level monitoring aie�w�e.ro:�•me°>r.�i aw' enmTmuw w Intemet connection through Ethernet or Wireless w�+• erp.>a®am4t- w♦o..mw�rn•st>®a.D400rwnde 7FOFW Mrte41i4M1Al@u•M1 SHEET NAME Outdoor and Indoor Installation INVERTER Fixed voltage Inverter,DC/AC conversion only -Pre-assembled Safety Switch for faster Installation SPECIFICATION Optional-revenue grade data,ANSI C12.1 s1nsPEc w � SHEET SIZE USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.solaredge.us ANSI B 11"X 17" SHEET NUMBER PV-8 PROJECT DEVELOPER REVISIONS . DESCRIPTION DATE REV CXVSunEdison wwSunEdison .. SILVANTIS F-SERIES: 255 W TO 275 W PHYSICAL PARAMETERS F•SERIES SOLAR MODULE DIMENSIONS ram(Inch)I Module REVOLU�SUN. / ' DlrrorBbM - 1 66B ram z 9W ram ri W ram"--""-- { - • y �y Madukl T a"In Ce6 Is.3 t r I ' _"- Confmuous Lz(CCzI monon laiine 1 _ NumDer of LeOD 6p FBme Mmadal 9leck AIIIIAluminum -� a.mr<• CONTRACTOR INFORMATION Tens ARC Gbsa Thkkams 3.2 ram • • •••• • TEMPERATURE COEFFICIENTS AND PARAMETERS' •. • - • - - ••t 1 • • t 1 • Vn�pIlR7v.ex ps awl2urz n.elmA 7FaAaz�ET T$ (NominalOpermi9 Call 45C Tam Coeflkbm -0.45 NHANEIURINGTON, TmmemtureCNlkbm wvw 962 -"-____.__.-_ 3 NA OIm7 wwwavowsuN.cowNA T aning Temperature perat Coefficient +0C o+ Eo•1)<IIO f OfxBli Tem armura - �-40C to+B6C { Me.lmum Sham Vo1Bge 0 V W C(L B IE 9.2 cos / 1 Llmmn Reverse Curtest 8.20 A Ma.Imem$edm Fuse Rahn 16 A I_ Pm az Rpduplon Tobmne ---- - - 0wto i6W---- -'-- {e • • - - • Jllnttlon Box R. IP97 •- / • • - IIEC61730 kallon_-------____ ClacsA Method Five Pont- Tons 2 -- I DATE:03/17/2016 f Module Rm flestslance Rmi - Lb;s C __ { r PROJECT NAME P9ekag61g SpecDkmbm 20 mddWe9 Dor poaai L.J LI I' 570 moduias er 4O hi hcuhe contninar I--JFJI.-.--- 1 Wind and Snow Front load d =. our.Load 2.a00Po T+•• •<i•.m.e< [ Radunbn,I Idlklarl hem MWW/m' <d% -'- I Modue olmvmbna to 2W W/ma(RaletNa) A-9901M.01 D-1.G56165J1 C-5012.0) u-3011.181 STC ELECTRICAL CHARACTERISTICS' Mn r'll'o HourSplcl'o SILVANTIS ADVANTAGE E-9W13741 F-SWI3911 Modal• - F255 F260CID F265 F770 F275 F255 F2W F265 F270 F275' tb • 16.8%nl0dule BffICIenGy Willi positive power 101ef811Ce I la.F2n P Cr0 CIO CID Cap CID KID KID KID KID KID I CAhr4 L•n8ih V Rand Ataxktxrn 255 2W 266 ZM 275 2% 260 2M d17 276 t-t,OW 151.21 LO • PID-free:compatible with transformede$S and muf[FMPPT Inverters Nwar Pnw. Juoctlon a"olm•ndom Q N Do •Tariff4M:not SUbjeCt to U.S.Countervailing or antidumping tariffs I OpenCYcuY Voltage--37.6- 37.6 37.7 37.0 37.9 37.5- 37.6 37.7 37.9 i 101.5 a G0.0 x 25.613.99 z 2]a x 1.01 Q O O • Higher retum on'irwestmem with more watts-permodule VOCM - 1 •L-Oft,oaDau avilaab-1 loaaost,mmlp narlxl your told Z it Q sarae reprasemarne r cone mr maxim J S�hw1.CImB Curmm 0.25 4:10 a.35 O.dU 9,4f> 415 9.iV 42J 8.:i5 �Y • Utility-grade manllTaClUring:1S014001,1$09001 and 100%EL lrbpeCliOn 9949 10.5 14B IN 144 Me 196 15B 1a1 Iasi IV CURVES AT MULTIPLE IFIRADIANCES[25C) Lll U Cn LU J O a 29.9 .90A 3D.1343 299 W :♦41 3D.3 ---- - -- (O J Q J Z _ .-_ O m J Q Q QUALITY&SAFETY ROBUST B AESTHETIC DESIGN rramorwiAlm e.53 aD7 aa1 4sd sw a53 407 0.W 9.00 i _ _ram, , Q 0 J W O 1 • _ .-.-� •Industry leading PID test conditions: Black anodized corrosion resistant aluminum Lame - -- --- 4D_ +96 hours,95 C.85%relative humidity.-1 kV .White beck sheet:SE-F2uCID3y NOCT ELECTRICAL CHARACTERISTICS- 3• _ _ -w tl'1-O Z n.• IEC eenifietl by TlN SOD: Black back sheet:SE-Fbod(ID3y Modell---- --- F255 F260 F265 F270 F275 F255 F260 F265 F270 F2752 ] - -'•' U Z) I- Z • Ilea F2vQOJy1• CID CID CID CID Cr0 KID KID KID KID KID I 3• N Q +61730 ro orsum ebctdcal safety Low glare m1Y.re0ectivo coated(ARC)tampored �Pnvx 185.7 IW.4 IWO 190.8 2W.3 184.1 107.7 191.3 194.9 1946 _ - _ -m •61215 bng-term operation in a vaieryol glass -�•+*" and h.10 including snow loading up to 5400 Po •R81laD'eily tested beyond international SIDndBrtls OpenLlw4 Vdpge- 34.7 349 34.9 30.9 3d.9 34.0 3d.7 ;id.7N 31,11 tq Q and boil testing Voe M •61701 eve sell cots corrosion resistant for SUNEDISON WARRANTY ShonC6cup Llmmu 7.62 Z65 7.W 7.61 7.64 7.32 236 L307A4 4 a Io 1 v a n mariner �W egibn9 25yealns limited medications IMadmml River Rdm 27A I7.6 27b T7.8 -37.6 27.4 Z7A 27.6 n.6Y •62716ammonia leading for agricultural workmanship for residanllel eppiiudons v M 1 IV CURVES AT MULTIPLE TEMPERATURES 11000 W/m'I environments 25year linear power vvarranry BI STC: Mo.bmxn Powm Poem 0.7B QW %.@. 7.1a 7.29 4%J 0.e6 0.W7.Y1 •Manufactured to AOL O.A Level 11 quality v Year I:a 3.5%of rated power Cvnanl loyp W and tested up to 3x beyond IEC standards v After year 1:S 0.7%rated power degradation Listed Will-lone ve subject 1.chergo without prior socks. •CSA listed to UL 1703 for 1.000 V Mtems per year '7emA ev.coen'nenn may va,yby z r0% -- •Aae(4eofc f n0c,mstVedvdmpm Icon M.IWO HPnZ AM I.$]5 G'el9camV tlwa[Brisxi mix in the US and Canada xdn'bY z5%mzlpmvci rnauvmind Wbarco(ry z391 8' •MCS eenified by BAST for the UK Z Aw nowmm,a/crmaa:bcevymadserad,1dWapcAd,< norrmlrc is, dno ocean mcecoNa - SHEET NAME vs7Crxaw,e sen6almnr Lb.w womntr smadpo Nrdnpcvowm+sw �.____...__.__._..._..._..__..___-._.._........._.- -_« MODULE ymxaas wmtc n4yo:as,-env ls4rR 7B-Anw4 aHCAos� $l• - n SPECIFICATION ❑.- iQi o w V �., 'AM IAtcniml avn�rnkoonlamxcW wdn mrrrml oDpaaip mxAcaddMh'fIOWAr��Y7C AM 1.51vdM I rruT For mora Information about SunEdi3on's Silvantls modules,please visit • ' • • . . . SHEET SIZE E7 C I`c ❑ l w wwwsunetlispn.epm "m ANSI B•+•.- • m2DI4 SunEansn Rmncls S•npap4.eHe.l;i.�ASunFdem Gmner�µ Nlryrvo reaervetl.SnnEdifen env the SnnFrnm rage s .elwW4n • • , • , • r • ..-.r..,.� •, ^ •`•,•w"" ewaDste.Mrradnmw'e4•Catlem".ofSm_d.smharlveL S+papaePla.Ltd.wM:rorhsalnw:earn;neUW10Su:aaend 11°X 17n ner curer rnrnUru.Nl Olna lwdevurk4rr4n1mnm rn:ne tl4erunenl ara errs W4o4rrydl rnwrrgmeciwa awyra. L-191M T_FF.D_v.pe<6055Cm _v IJM,. SHEET NUMBER PV-7 PROJECT DEVELOPER REVISIONS DESCRI"T DATE REV WARNING ELECTRIC SHOCK HAZARD. ••NOT TOUCHWARNING ON INVERTER OUTPUT BOTH THE LINE AND LOAD • CONNECTION.••NOT REVOLU(SUN. SIDES MAY BE ENERGIZED RELOCATE THIS IN THE OPEN POSITION. ri . • • . 00VERCURRENT DEVICE CONTRACTOR INFORMATION REO'BY:NEC 690.17 n REO'BY:NEC 690.31(�.L) REO'BY:NEC 705.12(�(, REO'BY:NEC 705.12(0)(7) n REO'BY:NEC 690.14(C�-(2) I 2 3 5REVOLUSUN ScHu�sErrs APPLY TO: APPLY TO: APPLY TO: APPLY TO: APPLY TO: mEt 1 a+]x.e+ae EAu MAIN SERVICE PANEL PV SYSTEM BREAKER +NORTR AVM EII r..DTON. DISCONNECTS EXPOSED RACEWAYS,CABLE TRAYS PV SYSTEM AC DISCONNECTS www.REvoiDw".cowuA PV LOAD CENTERS COVERS OR ENCLOSURES OF JUNCTION BOXES COMBINER BOXES CONDUIT BODY W/AVAILABLE CONDUIT OPENING DATE:03/17/2016 IF A WARNINGGROUND FAULTS PROJECTNAME INDICATED,THE NORMALLY GROUNDED CONDUCTORS MAY BE •AND DISCONNECT VOLTAGE:UNGROUNDED AC CURRENT:31.25A 1 VAC co REO'BY:NEC 690.13(�� REO'BY:NEC 690.5(�� REO'BY:NEC 690.54 II o II p co APPLY TO: APPLY TO: APPLY TO: ap o 0 PV SYSTEM DC DISCONNECTS INVERTER PV SYSTEM BREAKER z w Q 0 < w V ui Lu gl E�LUa � z — O m -1 p Q g p U w = W GRID TIED PHOTOVOLTAIC '6cnw a. O P• • �=� 0 z OPERATING , , SHOCK V ELECTRIC HAZARD. U� F— z AX SYSTEM VOLTAGE:OPERATING VOLTAGE: �, THE DC CONDUCTORS•MAX SYSTEM CURRENT:37.5A THE PV SYSTEM ARE ~ Q • UNGROUNDED. PHOTOVOLTAIC Lo Q MAX INVERTER ENERGIZED MAY BE EQUIPPED WITH RAPID SHUTDOWN REO'BY:NEC 690.53 J REO'BY:NEC 690.35(E) 10 REO'BY:NEC 690.56(C) I-1 APPLY TO: APPLY TO: APPLY TO: INVERTER JUNCTION BOXES,COMBINER BOXES PV SYSTEM DISCONNECT DC DISCONNECTS,INVERTERS SHEET NAME SIGNAGE REQUIREMENTS PLACARDS 1.)RED.BACKGROUND -2.)WHITE LETTERINGB.3/8•LETTER HEIGHT 3.)MIN.3/8 LETTERS HEIGHT SHEET SIZE 4.)ALL CAPITAL LETTERS 5.)ARIAL OR SIMILAR FONT ANSI B 6.)WEATHER RESISTANT 11"X 1- MATERIAL,PER UL 969 SHEET NUMBER PV-6 ARRAY CONFIGURATION PV MODULE SPECIFICATIONS INVERTER SPECIFICATIONS POWER OPTIMIZER SPECIFICATIONS WIRE AND CONDUIT SCHEDULE AC SYSTEM SUMMARY PROJECT DEVELOPER MODEL NO.SUNEDISON:SEF270NWl MODEL NO.OLAREDGE:SE60DO"S MODEL NO.SOLAREWE:P= TAG CORD COND CO CHO GND GRID CONDUIT I NOMINAL SYSTEM VOLTAGE:240 VOLTS AC SYSTEM:6.48 KWSTC,6.00 KW AC OTY SIZE TYPE OTY SIZE TYPE SIZE WEIGHT:42.55 LBS POWER RATING:6.0 KW AC MAX INPUT POWER:300W CURRENT PER fi90.B(A):25.OA TOTAL PV MODULE OTY:24 DIMENSIONS:65.2'X38.9'X1.91'INCH NOMINAL VOLTAGE:240 V MAX VOC:48 V DCl 2 AWGp10 PV-WIRE , AWGp BACRUE N/A MAX CURRENT PER 6D0.8(A)'I 3125A REVISIONS INVERTER I.D.0 INV91 MODULE POWER®STC:270W MAXOUTPUTCURRENT:25A OUTPUT CURRENT:15A DC2 2 AWG010 PV-WIRE I AWG#$BARE N. DESCRIPTION DATE REV CU INVERTER AC POWER(KN):6.W VOC(OPENCIRCUIT VOLTAGE):37AV CEC WEIGHTED EFFICIENCY:97.5% OUTPUT VOLTAGE:BOV OC3 4 AWG88 TMWN-2 1 AWG98 THWN-2 3/4' PV POWER(KW STC)6.48 VMP(MAX-POWER VOLTAGE):202 V MA%IMUM DC VOLTAGE:SIX V MIN.STRING LENGHT:B MODULE TOTAL OTY 24 ISC(SHORTCIRCUIT CURRENT):B.3" INVERTER QUANTITY:1 AWL STRING LENCJR:25 ACI 3 AWGtlB THWN-2 1 AWG THWN-2 14' INVERTER-C:AC RATIO 1.17 IMP(MA%-POWER CURRENT):B.B4A MAC STRING POWER:1 52W W STRING OTY:1 PV SYSTEM MAXIMUM VOLTAGE CALCULATION PER NEC 690.7(A) STRING LENGTH 12 VOC MAX OOF TEMPERATURE ¢ MAX OPEN CIRCUIT VOLTAGE 500.0 CORRECTION X VOC X MODULES IN•CORRECTED OPEN REVOLU SUN. S FACTOR SERIES CIRCUITVOLTAGE v^v•°b i OPERATINGVOLTAGE 3W.0 • MAX SHORT CIRCUIT CURRENT 18.8 1.142 X 37.8 X 1 43.17 ` OPERATING CURRENT 15 CONTRACTOR INFORMATION STRING OTY:1 STRING LENGTH 12 EVOLUSUN MASSACHUSETTS >B,.n4.ssss Nnw P0T.e3am„ W MAX OPEN CIRCUIT VOLTAGE 500.0 oIREtT PetsRatBB FAX 5 NORTH AVENUE I BURLINGTON, OPERATING VOLTAGE 3W.0 Wi U1eD9 VAWVAEVOLUSUN.COWMA Z MAX.SHORT CIRCUIT CURRENT 1S8 IM RE0 v174,30 OPERATING CURRENT 15 DCt DATE:03/17/2016 STRING 1:(1)PV MODULE PER OPTIMIZER (1 2)OPTIMIZERS CONNECTED IN SERIES ON ROOFTOP I INSIDE BASEMENT PROJECT NAME 324 KW STC TOTAL INVERTER: SOLAREDGE SE6000A-US OUTPUT:240 VAC,25A PLDG.EXTERIOR WALL TO UTILITY GRID 97.5%CEC WEIGHTED EFFICIENCY , NEMA 3R,UL LISTED,INTERNAL GFDI 8 AFCI UNGROUNDED,TRANSFORMERLESS i JBITD RECTIONAL ITY METERASE,240 V 10 2 1 I I G G G N L2 L1 O 11 I zQI I uAC DISCONNECT: (E)MAIN SERVICE PJWE STRIN03:(1)PV MOWLE PER OPTIMDER DC2 I N 1?H,1.SOUARED (12)G2:(1)AS CONNECTED INSERIES JUNCTION BO I I AC1 I L600 V,NEMA 3 I 1-- G 240V,USED 125A RATED,240V,2P W Cn W J ROUL LISTEDACt AC1 IN)PV METER ON-FUSED OmOQ EMA 3R UL LISTED AC7 ITO MAINBREAKERLOCUS L-GATE 120 TO HOUSE 24o v,(N)IOP NEMA 3R,UL LISTED I JOBA2P 0 W = W _ L1 L1 L1 Lt ' L7 • L7 1I F Z a Z ° I I I I Lz L2 L2 L2 L2 L2 1 =?Q Z - - I I I N a N N IN !/) d -- G _- G -i G -J G G L' G G - G G i G -- G i 1 LNA Q Q 12 11 10 2 1 I I 31-P Lk -_ N CONDUCTOR SPECIFICATIONS REOUIRED CONDUCTOR AMPACITY AMPACITY CHECK B1 INTERCONNECTION I TAG CIRCUIT CIRCUIT MATERIAL TEMP. TRADE AMPACITV® OPTIMIZER MAX MAX MAX CURRENT CONDUCTOR 120%RULE-NEC 690.64(D)(2) 1 ORIGIN DESTINATION RATING SIZE ]0'C PER OUTPUT %tlPARALLEL CURRENT PER% 125%PER .CURRENT PER PER - ]10.I5(BN18) CURRENT STRING 69RENT P BW.B(BKER 6 RREN 2Ne) 6BO.B(BN2NA) < AMPACITY �- UTILITY FEE-3SOIAR BACKFEED _ PV STRING JUNCTION BOX COPPER 90' WG010 40 AMPS 15.W X I v 15.0 AMPS % 1.25 • 18.6 18.8 AMPS <30.0 AMPS 100.0 A.35A•135A I SHEET NAME DLi EXISTING GROUNDING DC2 PV STRING JUNCTION BOX COPPER BO' W0910 40AMPS ISMX 1 •15.OAMPS % 1.25 a IB,B 18.8AMPS <30.0AMPS BUSS RATING a120% ELECTRODE SYSTEM ELECTRICAL LINE 125.0A a,20%•IWA DIAGRAM 37.5 AMPS <W.OAMPS OC] JUNCTION BOX INVERTER COPPER 75' AWG" WAMPS I X 2 W.O AMPS % 1.25 = 37.5 SHEET SIZE CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR AMPACITY AMPACITY CHECK#1 CORRECTED AMPACITY CALCULATION AMPACITY CHECK#2 ANSI B TAG CIRCUIT CIRCUIT MATERIAL TEMP. TRACE AMPACITY® INVERTER MAX MA% MAX CURRENT CONDUCTOR WNW IT OERATED MA%CURRENT CONDUCTOR ORIGIN DESTINATION RATNG SIZE 30'C PER OUTPUT X tlOF •CURRENT PERX 125%PER v CURRENT PER PER AMPACITY CONDUCTOR X TEMP % FILL •CONDUCTOR PER AMPACTO 310.,5(BN18) CURRENT INVERTERS 690.8(A)(3) 6W.8(BN2Na) 6W.B(BK2Xa) 690.8(BN2XA) < AMPACITY DEBATE DEBATE AMPACffY 690.S(BX2NA) < ITY 11 N y 17" ACI INVERTER MAIN SERVICE COPPER 75. AWGM WAMPB 25.0 X 1 v 25.0 AMPS X 1.25 = 31.25 31.25AMPS < W.O AMPS 50 X 0.75 X 1.OD 3T.5 25.0 AMPS < 3TSAMPS SHEET NUMBER PANEL PV-4 l PROJECT DEVELOPER (E)FRAMING MEMBERSBERSCONSTRUCTION NOTES t (' SOLAR PANEL 1.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO REVISIONS SECURING CLIPS INITIATING CONSTRUCTION. oesuuvnw+ onTs asv PV MODULE 2.) CONTRACTOR SHALL REVIEW ALL MANUFACTURER INSTALLATION POINT OF CONNECTION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. s I I I I I AT(E)ROOF FRAMING 3.) ALL EQUIPMENT SHALL BE LISTED BY U.L.(OR EQUAL)AND LISTED FOR 4 ITS SPECIFIC APPLICATION. MEMBERS @ 4'-0"MAX. 4.) ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. m 5.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REVOLU(SUN MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6.) ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND RACKING SYSTEM SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. CONTRACTOR INFORMATION 7.) ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 VOLTS AND PORTRAIT PANEL 90'C WET ENVIRONMENT,UNLESS OTHERWISE NOTED. REVOLUSUN MASSACHUSETTS 8.) WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE e+.na.esss uwpo.ax.w++ RT peurza+ea +rwaan nvu+ue 1 e"wNGneron. NOT SPECIFIED,1 POINT OF CONNECTION DETAIL APPLICABLE COD SNTRACTOR SHALL SIZE THEM ACCORDING TORa °�wn'+n PV-3 SCALE:NTS 9.) PV MODULE FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C.PER THE MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET. 10.) PV MODULE RACKING RAIL SHALL BE BONDED TO BARE COPPER G.E.C.VIA WEEB LUG,ILSCO GBL-4DBT LAY-IN LUG,OR EOUIVLENT LISTED DATE:03/17/2016 LUG. PROJECT NAME 11.) GROUNDING ELECTRODE CONDUCTOR(G.E.C.)SHALL BE CONTINUOUS AND/OR IRREVERSIBLY SPLICED/WELDED. / UNIRAC SUNFRAME 12.) ALL JUNCTION BOXES,COMBINER BOXES,AND DISCONNECTS SHALL SHARED RAIL BE INSTALLED IN AN ACCESSIBLE LOCATION. END CLAMP 13.) ROOF ACCESS POINTS SHALL BE AT A STRONG POINT ON THE PV MODULE a BUILDING AND NOT REQUIRE THE PLACEMENT OF LADDERS OVER EXTERIOR WALL OPENINGS. 0 14.) WORKING SPACE AROUND ELECTRIAL EQUIPMENT SHALL COMPLY WITH Q N V 5/16'xNUT W/ — Q NEC 110.26 0 C> LOCK WASHER z W Q o Y L-FOOT Li,l U C6 LU J O cOjQ _JZ — STANDOFF _O DD J O Q FLASHING C'U LU 2 2 m�H z 0 LU Cj mwo — V QMSC 70. N z (E)COMP ALUMINIUM FLASHING � W Q SHINGLE ROOF (E)SUBSTRATE - (E)FRAMING MEMBERS - SHEET NAME MOUNTING& POC DETAIL 5/16"X 3.5"S.S.LAG BOLT WITH MIN SHEET SIZE 21/2"THREAD EMBEDMENT, SEALED PENETRATION ANSI B 11"X 17' 2 ROOF SECTION (SIDE ENLARGED VIEW) SHEET NUMBER PV-3 SCALE:NTS PV-3 MODULE TYPE,DIMENSIONS&WEIGHT PROJECT DEVELOPER MODULE TYPE=SUNEDISON:SE-F270KZD-3Y MODULE WEIGHT=42.55 LBS MODULE DIMENSIONS=65.2'x 38.9'=17.61 SF REVISIONS ROOF DESCRIPTION DESCRIPTION DATE REV ROOF TYPE-COMP SHINGLE ROOF TOTAL ROOF AREA=1400.66 422.64/1400.66=30%OF ROOF Q FACE AREA COVERED BY ARRAY 03 z > BILL OF MATERIAL C) TOTAL#OF PANELS 24 REVOW(SUM D AREA COVERED(SO.FT.) 422.64 7 ➢ AVG.LOAD PER CONNECTION POINT(LBS) 29.07 CONTRACTOR INFORMATION Q 7 WEIGHT PER SO.FT.OF SOLAR ARRAY(PSF) 3.03 REVOLUSUN MASSACHUSETTS 2x12 RAFTERS Q m zi°.asu ualN r°zeu.m„ TOTAL WEIGHT OF MODULES 1021.2 uwE Ai UEiIMi N z xGRTN avFNUE�eURU1NGi0N, Q 16"O.C. .Ia°, i TOTAL WEIGHT OF OPTIMIZERS 50.4 (BOX JUNCTION TOTAL WEIGHT OF RACKING COMPONENTS 207.52 11" 3'-3" TOTAL SYSTEM WEIGHT(LBS) 1279.12 — —% 39'-10" TOTAL RAIL LENGTH(FT.) 155.6 0 DATE:03/17/2016 3/4"EMT 1 1 1 1 1 1 1 1 #OF 11'UNIRAC RAILS(132') PROJECT NAME CONDUIT RUN i 1 i 1 1 i 1 1 1 1 1 1 i 1 i i #OF 14'UNIRAC RAILS(168")' 12 IN ATTIC I I 1 I 1 I I 1 I 1 I I I 1 I 1 I I 1 I I I 1 I ( ) j 1 1 1 i 1 1 1 i 1 1 1 1 i 1 1 1 1 1 1 1 ' 1 ' 1 1 1 ' 1 1 1 TOTAL RAIL LENGTH FIELD(FT) 168 I I I 1 I I I I I I I 1 1 1 I I I I I I 1 I I I I I I I I 1 1 1 i 1 1 1 i 1 1 1 1 i i i i 1 i 1 1 1 i i 1 1 1 1 1 1 1 1 #OF UNIRAC RAIL SPLICES 8 I I I 1 I I I I 1 I I I 1 I I 1 I I I I I _ I i i TOTAL#OF END-CLAMPS 8 100 II i i TOTAL#OF MID-CLAMPS 44 O 1 1 1 1 1 i 1 1 1 1 i 1 i 1 i 1 i 1 i 1 1 1 1 1 p 1 1 I I I I I I 1 1 1 I I I I I I 1 1 I I I I I I 1 1 I TOTAL#OF L-FOOT ASSEMBLIES 44 N 1 I O CD 1 1 I I I I 1 I 1 I I I I I I I 1 I I I I I I I 1 1 1 1 Z� Q 1 \ v E 125AMP MAIN I i 1 1 1 i 1 i 1 1 1 1 1 I i 1 1 1 i 1 i 1 I 1 1 1 1 1 1 i 1 (24)SOLAR PANELS O m J Z Q c O O 1 1 I 1 I 1 1 I I I 1 1 I I I I 1 I I 1 1 1 1 I I (ROOF#1) U O C SERVICE PANEL 1 1 1 1 1 I I I 1 1 1 I 1 I 1 ROOF#11 I I I I I I I 1 I 1 I I 38.9" m N W I I 1 1 I 1 I I I I I I 1 1 I 1 1 IrILT'-34.1 1 1 1 1 1 1 1 1 a O (D ��1 1 1�� 1 I I 1 1 I I I I I I 1 1 I I I I 1 1 I 1 1 I (N)UNIRAC SUNFRAME SHARED / /.- .- ♦- Z Z �_ __— 1 1 I I 1 I 1 1 I 1 1 AIM. 223' I 1 I 1 1 1 1 I I RAIL TYP. -\ X O I I 1 I I I I I 1 I I I I I 1 1 1 I I I I 'SP PV LOP INV� 1 1 1 I 1 1 1 I 1 1 1_ 1 1 1 1 1 1 1 1 i 1 (44)QMSC 7SIDEWALL ATTACHMENT(ROOF#1) ZV � Or QLID Q \— (N)SOLAREDGE: (N)LOP SE6000A-US(240V)NVERTER • (E)UTILITY (N)LOCUS PV —\ METERMETER SUNEDISON: (N)AC SE-F270KzD-3Y DISCONNECT CONDUIT RUN LEGEND - - -RAFTERS SHEET NAME ■ -JUNCTION BOX ----- -a'EMT CONDUIT ROOF PLAN& -UTILITY METER ® -CHIMNEY MODULES MS P -MAIN SERVICE PANEL -EXTERIOR CONDUIT I SHEET SIZE wv -INVERTER ROOF OBSTRUCTION ANSI B -SKYLIGHT AO -AC DISCONNECT 1 1"X 1 7R 1 ROOF PLAN & MODULES E -LOCUS PV METER SHEET NUMBER PV-2 SCALE:3/16"=V-0" LOP LOP PV-2 a r Y 'x SHEETINDEX PROJECT DESCRIPTION: PROJECT DEVELOPER PV-1 SITE PLAN&VICINITY MAP 24x27OW ROOF MOUNTED SOLAR PV-2 ROOF PLAN&MODULES PHOTOVOLTAIC MODULES PV-3 MOUNTING DETAIL&P.O.0 DETAIL SYSTEM SIZE: 6.48 kW DC STC REVISIONS PV-4 ELECTRIC LINE DIAGRAM PROJECT SITE ME RIPnON O M REV PV-5 WIRING CALCULATIONS EQUIPMENT SUMMARY PV-6 PLACARDS 24 SUNEDISON:SE-F270KzD-3Y PV-7 MODULE DATA SHEET 01 SOLAREDGE:SE6000A-US(240)INVERTER PV-8 INVERTER DATA SHEET PV-9 OPTIMIZER DATA SHEET PV-10 RAIL DATA SHEET PV-1 l ATTACHMENT DATA SHEET / \ REVOLU(SUN. CONTRACTOR INFORMATION Q EVOLUSUN MASSACHUSETTS / Te xro.ess'eww Pa>.ee6W owEtt pai.nxeee E,vi \ � INORTHP W E�BURURGTON, Q�v / \ 0 0� .uwN p '0 </ DATE:03/17Q016 (vQ PROJECT NAME \62;8„ ea 6' HOUSE PHOTO \ SCALE:NTS 00 2-STORY Q N / HOUSE 00 O o / SERVICE PANEL \/ PROJECT SITE ui 0 (24)SUNEDISON: W U -i W J p Tc-jQ -iZ— SE-F270KzD-3Y s _O m J O< O`='-i ROOF#1 G = U.1 Z \ ` � za =Ir o / ISTING U Z) F- Z DRIVEWAY Q�� N� Q hO Lo < SHEET NAME 'Qp SITE PLAN& SITE SPECIFICATIONS VICINITY MAP 'Y \ OCCUPANCY CATEGORY:II DESIGN EX EXPOSURE WIND SPEED:100 MPHSHEET SIZE E CATEGORY:C al GROUND SNOW LOAD:60 PSF ANSI B GOVERNING CODES VICINITY MAP 11"'X 17" 2014 NATIONAL ELECTRICAL CODE SHEET NUMBER 1 ISITE PLAN WITH ROOF PLAN 780 CMR,8lh EDITION SCALE:NTS PV-1 SCALE:1/32'=1'-0' UNDERWRITERS LABORATORIES(UL)STANDARDS PV-1 OSHA 29 CFR 1910.269 PROJECT DEVELOPER REVISIONS DESCRIPTION DATE REV Classic Composition Mount I QMSC • THIS EDGE TOWARDS RACKINCCCWFONENTS 2.50 ROOF RIDGE INOT INCLUDE 6 5 REVOW(S—UN. - 8 7. CONTRACTOR INFORMATION 12,00 3, EVOLUSUN MASSACHUSETTS I.wN 1391.e 0311 WRE<TI2812R.11.FMI I xORTx AVENUEIeIRLIN—, 130 wVnv.REVOLuSUN.CONAw 2 NA xED eTi.IA 3.00 OEMi 'CESCRIPTON QTY: I 6•� I FLOCKCITX.A36.1 CAST MILL I T 2.00 2. OBIOCK CLASSIC.A7f0.1 CAST AL Mlll 1 I 3 HANGER BOLT,PLAN CENTER.SII 6"X 6.1"SS I I DATE:03/17/2016 1 1�I 6 WASHERSEALNG.YI6-IDXY000BDMBONDESS 1 I PROJECT NAME r } ") I S '1,HF24511&1 B.UNC-4B.I"SS 2 6 WASHER RAT,I9/6ClDx71WCC iIff EPDM 1 130 7 WASHERFENDER.5/16'.ID%:1"OD.IMSS 1 _ B WASHER SPLU-LOCK.SlIell).IBASS I 3 00 ; Quick Mount PV' i'TOLE: °D —�- } QMSCLCLArSSSIOC COMPOSITION Q N AVAILABLE IN MILL CLEAR ANODIZED. O O AND BRONZE ANODIZED FMHES., ZFW: --1 SUE oawwx Fi uri Z Q' Q J ^" MO" i A i oae nn=m __.i_.6 Y n TD T:_�. J Q J z J_ ¢O .5` x ,3 2.g a.1 O m J p a C p O LLJ M: 2 Leg Bat Specifftl1m5 _ z d lL O z Egtfx '�YIONeT en l•Ndax9wN RI17 wnq.rmr.m mnn: ()O 0 Z M jv TV, 19 i8B 2b1 - - (V Q D2u9m FY.5aN 4195 295 If) Q Erg-9—..LarJ44FMIMstTeSDlSxb�41 Ie l0] 226' L4'A F, 43 63e 21S t4,F,,L—) A6 i9S 2J5 SadNrn M� 95 821 tei Sduu,Rn�,Fx .] el5 ]f5 Sduq.M�.RfE d2mlxngl P.a NYni PeWfdYSR MAQi1 50 I8t 2N' Sauwm AlAMon W986 Cgmtll NDS 2W&U"le 11.2A I IA2A Hohc I S.NVSTm IN108e1—quIRMIg d wuLTur Faof ncTi4n »5e.wsrmHSle wF�rRredD.eR.xa ' SHEET NAME ATTACHMENT (wick Mount PVm SPECIFICATION RESPECT THE ROOF SHEET SIZE B17.2.3-7 ApF-2014,R-6 ANSI B 11"X 17" SHEET NUMBER PV-11 PROJECT DEVELOPER REVISIONS iflUNIRAC Unirac Code-Compliant Installation Manual SunFrame DESCRIPTION (MT EV Part III.Installing SunFrame The.Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module.mounting systems. This manual,SunFrame Rail Planning and Assembly,governs installations using the SunFrame R EVOLU�SUNL systems. CONTRACTOR INFORMATION [3.1.1 SunFrameO raj components EVOLUSUN MASSACHUSETTS Tet.:ro.nsu I,wx Om.11xmtt • dRECTI>811TSA14l FNt t NONTH�VEfNEIOURLIHGTON. 7g( WOtW Fl$OR AS(QIFfORIQ CORlj10lICRfE. ��YhRER Oe I.t30�^ i, , DATE: 1 PROJECTCT NAME NAME .©a '0 0 Q N 0 z�0 Q 2 Y r` TD IU cd 6j o <J J z Om OQ2 (6DFZd W 0 =WO ccf) a It) Q Q SHEET NAME Figw S.SimFin.Da&—dcdllotmi& RAIL cn_ —don mtud tre SPECIFICATION SHEET SIZE ANSI B 14 11"X 17" SHEET NUMBER PV-10 i i I PROJECT DEVELOPER REVISIONS DESCRIPTION DATE REV 0 solar a amsolar' o o SolarEdge Power Optimizer M Module Add-On for North America P300/ P350/ P400/ P405 REVOLU(SUU SolarEdge:Power Optimizer g P300 P350 P400 b 40ava mo4t4n for Tzaell nNxauxO b96cxa module rw Nln tRm mP4xlm Module Add-'On For North America 'N°°T CONTRACTOR INFORMATION Rated Input a Powert'I 300 350 400 405 W ...Absolute ................................ ........................ ....................................................................................... USUN O Absolute Maximum Input Voltage 48 60 80 125 Vdc EVmL� MA&SpaATC�HUaSETTS P300 ! P350 /' P400 / P405 a«at lowest tempemtprc) ........................ Cn E0T p0,.]II.a,EO F. ..............rast................................... ........................................................................................... ,NORTHAVENUEIM INWON. MPPI Ope-radnB Range................ 8-48 8-60 8.80 12.5.105 Vdc .uoiem V ......... ...........................................................12............................. www.RevowsuN.cowu• Maximum Short ChcuH Cunene(Ise) ...................................................10 A.. W REG r,r�,M Maximum a Input Current 12.5 Adc ............................................................................................................................................................................... 0 Maximum EffidencY 99.5 yO...................................................................................................................................................... ny.n WelHhted EffldencY 98.g 94 OVervoltage CateilDry II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) DATE:03/17/2016 Mazlmum Output Current ,15 Adc PROJECTNAME Maximum Output VoBage 60 I 85 I We Q 1 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) -� Safety Output Voltage per Power Optimizer 1 Vdc 'STANDARD COMPLIANCE .n EMC KC Part15 CWss B,IECfi100P6-2.IEC63000-6.3 jjq�tNa 'a y IECfi2109-I(class 11 saferyl.UL1741 �Zr� Wam„'•�l� ROHS ....................................................Yei................................................ .......... � IINSTALLATION SPECIFICATIONS -� 5 �"`. Maximum Allowed STstem Voltage.............................................................1 .................................................. ... Q NO 00 00 ^^ Dlmenslons(W xlz H) 1.. x212 x40.5/S55x834x 1,59 mm/N O Q O Z lindudingcaDles).......................................................................950/2:1..................................................i!/ID... J ' ,• , Input Con edor MC4/Amphenol/TX9P..........................L.........MC4....................... w Y................................................. di i ✓' Output WfeTYIK./.�P...ector Doublet Insulated:AmPhenol................................. .. t0._I Q J Z J O Output Wlrc Len h 095/3.0 12/39 m/It . . �.........................................................I................................. ................................. .. ... ^ODD . a � >: operanngremperamreRange. U W ........................................................ u .......................................... _ .. _ ^" protection RannH. ... IP65%NEMA4 tD N J Q. W ........... F— Z Z - - Relative Humidity 0 S00 % j O............... ............................................................... .................................................................... _ — RaM 30pewa 4 dvma0)e Modl.oiuno•Sh O.tirerexx Wa+e4 Z ON R' Q PV SYSTEM DESIGN USING AsoLAREDGEINVERTERIA SINGLE PHASE THREE PHASE 209V THREE PHASE 490V I Minimum String Length 8 SO 18 (Power Opnmlzers) ............................................................................................................................................................................ PV oW r-o timtzatibriatthemodul'e-level MaxlmDmStdnHLengln zs zs so P P (Power Opnmlzers) ............................................................................................................................................................... •Upto 5°6'mOR t3 a gy Max mum Power per S dng 525o fi000 12750 ......W .................................................................................................................................................................... I S.ttperltir.4fidency(§9,5-�) Parallel Strings of Different Lengths Yes or OdemaHons .Mingat .till TypesofMddulemisfna[cM1 IosseS frdn rrlanufatduring�tolerLinoe Co{SarUal SfiAcYng, .......dant.................................................. ...................................................................................................... . F lble Erodes nfor mazlmum nN.elxxM.ao,mN oeuwanrorvuawco,.soc�rwnor.,wa... SHEET NAME S0 Fg spBCEUDIIIatfal. Fast lnstelladark"tka single bdr — OPPTIMIZTIMIZ ER Notgeneratfon meintenencewith modulelevel moNtbring. SPECIFICATION 1 w M6dulLI&ei:vdhageshutcbwnfor,,ihstdlaandfi`refigliter safety I _ ---� �� v M^ SHEET SIZE (\(7�7s(('\�/I✓ni ANSI B USA - GERNIANY'- ITALY - FRANCE- JAPAN - CHINAS- ISRAEL - AUSTRAUA W4VW.soleredge.US r r Y.Y .ysu g 11"X 17,, N> DI .Q 4eo d •bn'•l4� ..fin•`.� ov7 n.?�• .}..,=rW SHEET NUMBER IF PV-9 PROJECT DEVELOPER REVISIONS OESCRIPTON GATE REV solar ' Single Phase Inverters for North America solar • • ! SE3oODA-US/SE380OA-US/SE500DA-US/SE6000A-US/ SE760OA-US/SEIOOODA-US/SE1140DA-US SE3000A-US Sf3g00/-US SE5000A4JS SE600DA-US E760DA-US SEIW00A•US SE/3400A41S SolarEdge Single Phase Inverters • .OUTPUT REVO—(Sun NM,Y,aI At Paver Output 3000 TOOD 600D 7600 9980®2 qQ 11400 V.. ---(Sun sa.. ....................................................... ........... ............................... .eaaw................................ For North America Max AC Pourer Output 330D ®208V ...6ODD 8350•••.. 10gOD®200V 120W VA .eaav. . .........AC EIaMN9J4A4°� / CONTRACTOR INFORMATION SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ Acou •-,•.••,•••..-,.••.•..••..-•.•-••-•• •••........ ............................................................................. AC Output Wna6° EVOLUSUN MASSACHUSETTS SE7600A-US/SE10000A-US/SE11400A-US wr« ...............................................................AC Fra9umc7 MY,•.Nnm Maa.°r••• ... .•• ......... S9.3-60-6051•th Nlcwn-F.y s,ft.,57-60.645). ......... IC..... putECTfrnln.e,e°r�Vc ♦ •• ••.••• •••••• ••• •• .••.•.••.••• 1NORTH AVM E�BURLINGTON, Max Cmttr,no Output Oxrem ....................12.5 ••••••16 20®xOgV 25 ....32...•..• ®xOgV 47.5 A ..... ....................................... I ......I..�t7.@.al4Y... ................ ..aZ A.Z94.Y................................ vnYNIiEVOIUSUN.COWw GFI I n."i 1 A wREc•natlo ............................................................................................. ................................................................................ A�. �;, WO Mordta hhrbl Prot Can uraGlo lAresRotls Yes Yes Y INPOT n STC 0050 5100 6750 BIOD 30250 13500 15350 W ^rs�� Tr.mtameNess.UnQauWed........ Y. I 1ra.E,.r ............................................ .. .............................................. i�a. wit!D!!t. 4�....................................................................... ...... ............................................................. .... Nom DC uqa ...........................................................3xs 200v{350• .w Vdc DATE:03/77/2076 --� . " • 165®20BV 33®206V PROJECT NAME Max Input CwrwA 9.5 I 13 I 18 23 I 34.5 Adc _ .......................................................................... as.s.f�.aalr.!. ........................ ....................... Max 1r,eut Slut OrcuM Grrenl .......45.•..•••. Adc ................. ............................................................. .............................................................. ............................................................... .......:!...................................................................... c/pnw;c.�m ed,m�D.L.ecNon setM, .. ............................................................... 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Q m _J O Q Vehap VmpP M p DUALITY&SAFETY ROBUST h AESTHETIC DESIGN -mum Po W- SM 8.67 &81 e9.t 9.OB 653 0.97 BBO B9a 9.081 . _ _ _r®n,. tp to J a LLI •Industry leading PID test conditions: Black anodized corrosion resistant aluminum flame 1 C - 90 hours,BS C,85%rebiNe humidity,-ikV •White back sheet:SE•F2n2zD3y NOCT ELECTRICAL CHARACTERISTICS' 3, ... -"p1A�° .-- Q Z •IEC ceni9ed by TOY SOD: •Buck back sheet:SE-FbmKiD3y I Model♦ - F255 F260 F265 F270 F275 F255 F260 F265 F170 F275 I 600_ V 0 F- Z •6173D to a-.electrical safety •Low glare ontireftactiva coated(ARC)tempered te.aFboCfl ayP C o CrD coo CD CzD Kra K.0 KN KxD KxD� d•... _.. ..._._- - -mom I- N a Raw M.*_ IB&7 189.4 193.0 I96.6 20&3 1-1 187.7 i91.3 194.9 I9&6 n 612t5 bngterm operation ins variety of glass per R;mr(w) C-4 Of Q Q climates including snow loading up to 54M Pe D '- -- - - ' •Retiabiliry tested beyond international 9tantlaftl5 pemOmrh Voea9e 34.7 34.8 3etl 34,9 34.0 34.7 30.] 3eE 349 and hail tolling I Voe M _ 1 n61701 Level l salt mist corrosion resistant for SUNEDISON WARRANTY Short{kcuq Curree Z52 2&5 Z6 zee Z3! 7.36 7.30 7.4t 7.M 0 • ro 1 v a o marine regions I.W • vv.•.m 9 work r limited warranty for applications I hla�Vrnon�Pdm 27.4 27.5 27 27.6 27.4 27.4 11.6 275 27.6 I n 62718 amnwne tesdrg for agricultural workmanship for residential applications V IV CURVES AT MULTIPLE TEMPERATURES 11000 W/m'I environments •25year linear Power warramy at STC: Mmrb'mna�W Point 6.79 6.90 1 7.20 aTJ 6B5 &97 7.m 7.21 •Manufacturad to AOL DA Level It quality v Year 1:s 3.5%of rated power Cummt and tested up to 1,beyond IEC standards •After year 1:S 0.7%rated power degradation Ustad apecificou-ere•ugrxt to change vridhout odor"u" Per vest 're meranna tnell'Nenb mayreryey=101A •nSA listed to UL 1703 for 1,DaD V systems 'All ekcoiOVtlmasriadW repcmdCon,Ism.Pop W"."1.5 25 C.e/ecykV c%x crmdris mry the US and Canada wry ay.5%mWpow.,nraapvaraY4 rNnaKa Ov xj% ►' rm. Inc— _ •MCS certified by BAST for the UK Z IvrmAvduclor fbkmlco:CUMymcasuee.nodukprN n•xrcocr•rvrmrrcdm nx:naamauw - SHEET NAME v SunFdi•onY Liner Warranty +'Or�'rIP'^',n/s amwg oyOWro 45W �• �y __._.__._..___......._._.__.._........_. -a: MODULE SBA PrC�KLa DiI ��TNmm ypa: Atata B-a.w+nNU Heeos w - /,, a A'OCle ""D� '"' o n SPECIFICATION .❑O p ./ �•• •AM1.5,vmd I UWI4eT'i44B nM.aRe4d wda M,mYODaON ,npli4piT 0(Mllt'bQ7 Witrr?:YIC --.--_.- Mf l.s road r ndl-•o•n•.eom ��' ' • • ' • • • ' vx.ar•t�x"x For ar prm.coUrree Information abo ut Se uNnEd•ison's Sllvants modules.Please visit . •.gym _ SHEET SIZE RM \ O -nedlaon.rnm rnEvi ANSI B eeedl - n Umr.5a%x a n v v• nmm111otdm Gg umvfn m1 l t -19199 TFFF.0_%1ean460$6Cmmr11 12201e 11"X 17n SHEET NUMBER PV-7 i PROJECT DEVELOPER REVISIONS DESCRI-T DATE REV SHOCKWARNING ELECTRIC •• ••NOT TOUCH WARNING TERMINALS.TERMINALS ON INVERTER OUTPUT BOTH THE LINE .LOAD ••NOT REVOLLI�SUN. POSITION.SIDES MAY BE ENERGIZED SERVED BY A RELOCATE TH S IN THE OPEN . . . CONTRACTOR INFORMATION REQ'BY:NEC 690.17 n REQ'BY:NEC 690.31(E)(3� REQ'BY:NEC 705.12(pj.L)� REQ'BY:NEC 705.12(D)(7) n REQ'BY:NEC 690.14(�.(2�� 2 3 5 EVOLUSUN MASSACHUSETTS rro.n Ss uruR RmA 2, APPLY TO: APPLY TO: APPLY TO: BowECTPnzn.a+ar].< APPLY TO: APPLY TO: +RORTH Ave]ae 1—INGTON. DISCONNECTS EXPOSED RACEWAYS,CABLE TRAYS MAIN SERVICE PANEL PV SYSTEM BREAKER PV SYSTEM AC DISCONNECTS RA•+ PV LOAD CENTERS COVERS OR ENCLOSURES OF JUNCTION BOXES www.Eva VGOR.cowwA REG O+]1M COMBINER BOXES CONDUIT BODY W/AVAILABLE CONDUIT OPENING WARNING DATE:03117/2016 ,• • - PROJECT NAME •ICATED,THE NORMALLY GROUNDED CONDUCTORS VOLTAGE:DISCONNECT MAY BE ENERGIZED AND UNGROUNDED AC CURRENT:31.25A 240 VAC 00 REQ'BY:NEC 690.13(B)� REQ'BY:NEC 690.5(C)� REQ'BY:NEC 690.54 Q N APPLY TO: APPLY TO: APPLY TO: PV SYSTEM DC DISCONNECTS INVERTER PV SYSTEM BREAKER Z c Q o < Lu U ui W o coJQJZ — O m J p Q G U W = W O .. 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OPERATING VOLTAGE: • • UHF- d VOLTAGE:MAX SYSTEM 00THE DC CONDUCTORSOF N W Q MAX SYSTEM PHOTOVOLTAIC Lo MAX INVERTER < OUTPUT: UNGROUNDED AND MAY BE EQUIPPEDWITH SHUTDOWN6 KIN,25 A.240 VAC ENERGIZED RAPID REQ'BY:NEC 690.53 J REQ'BY:NEC 690.35(F) 10 REQ'BY:NEC 690.56(C)� 11 APPLY TO: APPLY TO: APPLY TO: -INVERTER JUNCTION BOXES,COMBINER BOXES PV SYSTEM DISCONNECT DC DISCONNECTS,INVERTERS SHEET NAME PLACARDS SIGNAGE REQUIREMENTS 1.)RED BACKGROUND 2.)WHITE LETTERING&3/8•LETTER HEIGHT 3.)MIN.3/8 LETTERS HEIGHT SHEET SIZE 4.)ALL CAPITAL LETTERS - 5.)ARIAL OR SIMILAR FONT ANSI B 6.)WEATHER RESISTANT 11 X 17'+ MATERIAL,PER UL 969 SHEET NUMBER PV-6 ARRAY CONFIGURATION PV MODULE SPECIFICATIONS INVERTER SPECIFICATIONS POWER OPTIMIZER SPECIFICATIONS WIRE AND CONDUIT SCHEDULE AC SYSTEM SUMMARY PROJECT DEVELOPER MODEL NO.SUNEDISON:SE-F2T01RD-3Y MODEL NO.OLAREDGE:SE60W"S MODEL NO.SOLAREDGE:P300 TAG COND COND COND ONO GND GND CONDUIT NOMINAL SYSTEM VOLTAGE:240 VOLTS AC SYSTEM:6.48 KWSTC,6.00 KW AC OTY SIZE TYPE OTY S1ZE TYPE SIZE WEIGHT:42ZSLBS POWER RATING:6.0 KW AC MAX INPUT POWER:300 IN MA%.CURRENT PER 690A(Aj 25.OA TOTAL PV MODULE OTY:24 DIMENSIONS:65.Y .TXI.97'INCH NOMINAL VOLTAGE:240V MAX VOC:46V DCI 2 AWG#IO PV-WIRE 1 AWG4a GLE C. WA MA%.CURRENT PER690.8(A):3125A REVISIONS INVERTER I.D.0 INVp1 MODULE POWER®STC:270W MAX OUTPUT CURRENT:25A OUTPUT CURRENT:ISA DC2 2 AWGIIO PV.WIRE I AWG BCU WA DESCRIPTION DATE REV INVERTER AC POWER(KW):6.00 VOC(OPEN-CIRCUIT VOLTAGE):37.8V CEC WEIGHTED EFFICIENCY:97.5% OUTPUT VOLTAGE:W V OC3 4 AWGtlB THWN-2 1 AWGp THWW2 14' PV POWER(KW STC)6.48 VMP(M OWER VOLTAGE):302 V MAXIMUM DC VOLTAGE S00 V MIN.STRING LENGHT:B MODULE TOTAL OTY 24 ISC(SHORT-CIRCUIT CURRENT:9.30 A INVERTER QUANTITY:I MAX.STRING LENGTT:25 ACI 7 AWGpB THWN-2 1 AWGII TMWN-2 1I4' - INVERTER DC:AC RATIO 1.17 IMP(MA%i'OWER CURRENT):B.B4A I MAX STRING POWER:52S0W STRING OTY:1 PV SYSTEM MAXIMUM VOLTAGE CALCULATION PER NEC 690.7(A) STRING LENGTH 12 VOC MAX40F TEMPERATURE MAX.OPEN CIRCUIT VOLTAGE 500.0 CORRECTION%VOC X MODULES IN'CORRECTED OPEN REVOLU(SUN. 5 FACTOR SERIES CIRCUIT VOLTAGE OPERATING VOLTAGE 3W.0 • - 1.112 x37s x 1 47.17 Z MNL SNORT CIRCUIT CURRENT 18.8 OPERATING CURRENT 15 CONTRACTOR INFORMATION STRING OTY:1 STRING LENGTH 12 REVOLUSUN MASSACHUSETTS MAX.OPEN CIRCUIT VOLTAGE 500.0 taum.esss wwP4t.eTe.a31I DtliE AT IE7L41/4FA% t NOBTx AVExOEI BURLIxGTON, OPERATING VOLTAGE 350.0 MA Ot403 Z MAX.SHORTCIRLLIT CURRENT 18.8 YAWYA�EY0.U6Ux.c- BEO/1T4I30 OPERATING CURRENT 15 STRING 1:(1)PV MODULE PER OPTIMIZER DCI DATE:03117/2016 (1 2)OPTIMIZERS CONNECTED IN SERIES ON ROOFTOPI INSIDE BASEMENT PROJECT NAME 3.24 KW STC TOTAL INVERTER: SOLAREDGE SE6000A-US ' OUTPUT:240 VAC,25A PLDG,EXTERIOR WALL TO UTILITY GRID 97.5%CEC WEIGHTED EFFICIENCY NEMA 3R,UL LISTED,INTERNAL GFOI 8 AFCI o i UNGROUNDED,TRANSFORMERLESS BI-DIRECTIONAL I O UTILITY METER DO i - '" 1-PHASE,240 V V 12 11 10 2 1 I i -G G G N L2 Li I Q N � • DC3 I I I I LI I r INSIDE BASEMENT- z 0 Q STNG 2:(1)PV MODULE PER OPTIMIZER DC2 I JUNCTION BO I I I N AC DISCONNECT: L N (E)MAIN SERVICE PANE Q OJ (IT)OPTIMIZERS CONNECTED IN SERIES AC7 240V.60AMP I i-PH,3-W,$OUARE D Eu `1 UL LISTED 7 i I I ` D N NON-FUSED 125A RATED,240V,2P 10 Q J Z J O AC7 AC7 ( )PV METER I NEMA 3R UL LISTED AC7 I (E)MAIN BREAKER LOCUS L-GATE 120 7 O m J p Q TO HOUSE 240 V, (N)IOP NEMA 3R,UL LISTED I - 100A2p O U W S I I I L3 LI u u L7 y L1 tO F Z a W Z o I • • - I I I L2 O L2 L2 L2 2?F Z - - N N N N N N U F cn d -- G _- G G -J G G L G G - G G G -- G I I N Q' Q 12 11 ID 2 I I I I Ln Q jF I 35A/2P • Lk i »Ili CONDUCTOR SPECIFICATIONS REOUIRED CONDUCTOR AMPACITY AMPACITY CHECK 01 INTERCONNECTION TAG CIRCUIT CIRCUIT MATERIALMI L TEMP. TRADE CPE® OPTIMIZER MAX MAX MAX CURRENT CONDUCTOR 120%RULE-NEC 690.64(D)(2) I ORIGIN DESTINATION RATING 512E 30'C PER OUTPUT X NPARALLEL v CURRENT PER X 125%PER v CURRENT PER PER AMPACffY i 310.15(BNI6) CURRENT STRINGS 690.8(A)(3) 880.8(B)(2Ne) 6W.8(BN2N4) 690.8(BX2HA) < UTILITY FEED.SOLAR BACKFEED i J- OCI PV STRING JUNCTION BOX COPPER 90• WGtl10 40AMPS 15.00 X 1 =15.0AMPS X t.25 18.8 18.8 AMPS < 30.0 AMPS HX.0 A.35A•13M SHEET NAME EXISTING GROUNDING 18.8 AMPS < 30.0 AMPS BUSS RATING%120% ELECTRODE SYSTEM ELECTRICAL LINE pD2 PV STRING JUNCTION 80% COPPER BO' WGtl10 aO AMPS Ism % 1 15.0 AMPS % 1.25 v 18.8 125DA%120%•150A 37.5 AMPS <SOLD AMPS DIAGRAM DC3 JUNCTION BOX INVERTER COPPER 75' pWGpB 50 AMPS 15.00 % 2 v 30.0AMPS X 1.25 v 37.5 SHEET SIZE CONDUCTOR SPECIFICATIONS REQUIRED CONDUCTOR AMPACITY AMPACITY CHECK pt CORRECTED AMPACITY CALCULATION AMPACITV CHECK p2 TAG CIRCUIT CIRCUR MATERIAL TEMP. TRADE AMPACITY® 1�2� MAX MAX MAX CURRENT ORION DESTINATION RATNG SIZE 3D'C PER % ROF v CURRENT PER% 125%PER =CURRENT PER PER CONDUCTOR CONWCTOR X TEMP X CONDUIT v CONDUCTOR MA%PERRENT< CONDUCTOR I B 310.15(BN16) INVERTERS 690.8(AN7) 6B6'e(eIRK') 690.8(BN2N4) 680.8(BN2NA) < AMPALITY gMPACITY DEBATE DERATE AMPACffV 690.8(BN2XA) AMPACITY 11"X 1711 ACl INVERTER MAIN SERVICE COPPER 75' AWGtlB SO AMPS % 1 v 25.0 AMPS X 1.25 a 3125 31.25 AMPS <WAAMPS SD % 0.75 X 1.00 a 375 2S0 AMPS <37.5 AMPS PANEL SHEET NUMBER PV-4 PROJECT DEVELOPER (E)FR CONSTRUCTION NOTES MEMBERSERS REVISIONS SOLAR PANEL 1.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO OESLRIPTON DATE REV _ SECURING CLIPS INITIATING CONSTRUCTION. PV MODULE 2.) CONTRACTOR SHALL REVIEW ALL MANUFACTURER INSTALLATION POINT OF CONNECTION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. FRAMING 3.) ALL EQUIPMENT SHALL BE LISTED BY U.L.(OR EQUAL)AND LISTED FOR AT(E)ROOF § I I I I I MEMBERS 4'A MAX. ITS SPECIFIC APPLICATION. 4.) ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. REVOW(S-UN. 5.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6.) ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND RACKING SYSTEM SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. CONTRACTOR INFORMATION 7.) ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 VOLTS AND PORTRAIT PANEL 90°C WET ENVIRONMENT,UNLESS OTHERWISE NOTED. REVOLLISLINMASSACHUSETTS nu.eeee wVN pa,.6u.m„ 8.) WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE "owEcrne,srze,seauc NOT SPECIFIED,CONTRACTOR SHALL SIZE THEM ACCORDING TO NORTN."emm w XGTM 1 POINT OF CONNECTION DETAIL APPLICABLE CODES. ap PV-3 sCALE:N7S 9.) PV MODULE FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C.PER THE MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET. 10.) PV MODULE RACKING RAIL SHALL BE BONDED TO BARE COPPER G.E.C.VIA WEEB LUG,ILSCO GBL4DBT LAY-IN LUG,OR EQUIVLENT LISTED DATE:03117/2016 LUG. PROJECT NAME, 11.) GROUNDING ELECTRODE CONDUCTOR(G.E.C.)SHALL BE CONTINUOUS AND/OR IRREVERSIBLY SPLICED/WELDED. UNIRAC SUNFRAME 12.)ALL JUNCTION BOXES,COMBINER BOXES,AND DISCONNECTS SHALL SHARED RAIL BE INSTALLED IN AN ACCESSIBLE LOCATION. END CLAMP —� 13.) ROOF ACCESS POINTS SHALL BE AT A STRONG POINT ON THE PV MODULE BUILDING AND NOT REQUIRE THE PLACEMENT OF LADDERS OVER EXTERIOR 00 WALL OPENINGS. v 14.) WORKING SPACE AROUND ELECTRIAL EQUPMENT SHALL COMPLY WITH Q co DO 5/16"xNUT W/ — NEC 110.26 Z 0 Q o LOCK WASHER <Y L-FOOT J Q� Z J O STANDOFF O m J O < g FLASHING ,6 Z d W O __ =D_ O — QMSC L)�— N O- (E)COMP ALUMINIUM FLASHING N D_ Q SHINGLE ROOF < (E)SUBSTRATE (E)FRAMING MEMBERS SHEET NAME MOUNTING POC DETAIL 5/16"X 3.5"S.S.LAG BOLT WITH MIN SHEET SIZE 21/2'THREAD EMBEDMENT, ANSI B SEALED PENETRATION 11"X 17" 2 ROOF SECTION (SIDE ENLARGED VIEW) SHEET NUMBER PV-3 PV-3 SCALE:NTS MODULE TYPE, DIMENSIONS&WEIGHT PROJECT DEVELOPER MODULE TYPE=SUNEDISON:SE-F270KzD-3Y MODULE WEIGHT=4 S MODULE DIMENSIONSS==65.65.2'x 38.9'=17.61 SF REVISIONS .-. ROOF DESCRIPTION oescRlvnoR DATE REv rn ROOF TYPE-COMP SHINGLE ROOF —n rn TOTAL ROOF AREA=1400.66 422.64/1400.66=30%OF ROOF - OFACE AREA COVERED BY ARRAY z 03 n BILL OF MATERIAL REVOLU�SUN. —I TOTAL#OF PANELS 24 REVOL . AREA COVERED(SQ.FT.) 422.64 D CONTRACTOR INFORMATION 70 D- AVG.LOAD PER CONNECTION POINT(LBS) 29.07 /Q 0 WEIGHT PER SO.FT.OF SOLAR ARRAY(PSF) 3.03 IEVOLUSUN MASSACHUSETTS 2x12 RAFTERS Q Te owecipei�Ti�mria�� TOTAL WEIGHT OF MODULES 1021.2 11gRTn nvExuEl RURau+GTOR, I @ 16'O.C. un olmT TOTAL WEIGHT OF OPTIMIZERS 50.4 "�.Ra—su.�m TOTAL WEIGHT OF RACKING COMPONENTS 207.52 11" (BOX JUNCTION 3'-3„ 1279.12 TOTAL SYSTEM WEIGHT(lBS) —% 39'-10" i — 155.6 iol � TOTAL RAIL LENGTH(FT.) DATE:03/77/2076 3/4"EMT 1 I #OF 11'UNIRAC RAILS 132' PROJECT NAME CONDUIT RUN #OF 14'UNIRAC RAILS(168") 12 ( ) IN ATTIC 1 I I I I I I I 1 I I I I I 1 1 1 1 1 1 1 1 I I 1 TOTAL RAIL LENGTH FIELD(FT) 168 I I I 1 I 1 1 I I I I I I I 1 I I I I 1 1 I I 1 1 I 1 I I I I I I I 1 1 I 1 1 I 1 I I 1 I I I I 1 I I I I #OF UNIRAC RAIL SPLICES 8 I 1 1 I I I 1 I I I I I I I 1 I I I I I I I I I I I 1 1 1. ' ' TOTAL#OF END-CLAMPS 8 1I i TOTAL#OF MID-CLAMPS 44 O I 1 I I I I I I 1 I I I I 1 1 I I 1 I Q N TOTAL#OF L-FOOT ASSEMBLIES I 1 I I 1 I 1 I I I I I 1 I 1 I 1 I I I 1 I 1 I O o O I 1 I I • I I 1 I I I I 1 I 1 I I I 1 I I 1 1 I c <of C n I 1 I I 1 I I I I 1 I I 1 1 1 1 I I 1 I I I I I (24)SOLAR PANELS -o m J Z a O (E)125AMP MAIN , , 1 I I I I I I I I I I I I I 1 1 1 I I 1 I I I 1 I I (ROOF#1) p Q SERVICE PANEL t I I I I I I 1 1 I I 1 I 1 I 1 1 1 I ROOF#11 I 1 1 1 I I I 1 1 I 1 I 3�•qn I (O'O N J Q_W O I I I I I I 1 1 I I I I I 1 I I I I TILT'-34'1 I I 1 I I 1 I I I I cp L i_____i , _ I I , , , I , I I I I , IN)UNIRAC SUNFRAME SHARED /- H Z Z ___^ �1 I 1 I I 1 I I I 1 I 1 I A�LIM.,-223,° I I 1 1 I 1 I 1 I I I RAIL TYP. - _\ W O ISP PV IOP INVI I L I 1 I I I I I 1 I 1_ I I I 1 I I I I I 1 1 I I U ~ Z 1 I (44)OMSC I—Tn O- _\ M AC I I ATTACHMENT(ROOF#1) cV QQ Q I \— tri (N)SOLAREDGE: (D (N)IOP SE6000A-US(240V)NVERTER (E)UTILITY J (N)LOCUS PV METER METER SUNEDISON: (N)AC SIDEWALL SE-F270KzD-3Y DISCONNECT CONDUIT RUN LEGEND — — -RAFTERS SHEET NAME ■ -JUNCTION BOX ----- -e'EMTCONDUIT ROOF PLAN& 0 -UTILITY METER ® -CHIMNEY MODULES Msp -MAIN SERVICE PANEL -EXTERIOR CONDUIT SHEET SIZE INv ROOF OBSTRUCTION -INVERTER ANSI B a -.SKYLIGHT AC _AC DISCONNECT 11"X 17" 1 ROOF PLAN & MODULES -LOCUS PV METER SHEETNUMBER OP -lop PV-2 PV-2 SCALE:3/16'=1'-0' SHEETINDEX PROJECT DESCRIPTION: PROJECT DEVELOPER PV-1 SITE PLAN&VICINITY MAP 24x270W ROOF MOUNTED SOLAR PV-2 ROOF PLAN&MODULES PHOTOVOLTAIC MODULES PV-3 MOUNTING DETAIL&P.O.0 DETAIL SYSTEM SIZE: 6.48 kW DC STC .. REVISIONS PV-4 ELECTRIC LINE DIAGRAM PROJECT SITE OESCM-ION Mm RE PV-5 WIRING CALCULATIONS EQUIPMENT SUMMARY PV-6 PLACARDS PV-7 MODULE DATA SHEET 01 SOLARE GE:SE6000A-S(240)INVERTER PV-8 INVERTER DATA SHEET PV-9 OPTIMIZER DATA SHEET PV-10 RAIL DATA SHEET PV-11 ATTACHMENT DATA SHEET / \ i REVOLU(SUN. CONTRACTOR INFORMATION Q EVOLUSUN MASSACHUSETTS / Te ono.asss Nnw POT.exmlt uaECT mvnx petmzat ,/' / \ �O tNOHTH AVENUEI�BIIRLINGTON. -0 DATE:0 311 7/2 01 6 PROJECT NAME ' O \ \62;8•• 90.6' HOUSE PHOTO /nj \ SCALE:NTS /\ * 2-STORY Q co / HOUSE Z 0 Q CO J / (E)MAIN \ / PROJECT SITE Y c n / SERVICE PANEL \/ � (24)SUNEDISON: � � LU� � W J O f O J Q J Z- SE-F270KzD-3Y 0 m J 0 / 70:5„ v� ROOF#1 (o�H Z d UJ 0 =w0 / XISTING U F F- d DRIVEWAY 4e' �' 4 Ix Q Q O Lo h � V "Ira, \ SHEET NAME SITE PLAN& MAP SITE SPECIFICATIONS \ OCCUPANCY CATEGORY:II VICINITY DESIGN WIND SPEED:100MPH dl SHEET SIZE /\ F EXPOSURE CATEGORY:C O ANSI B GROUND SNOW LOAD:60 PSF GOVERNING CODES VICINITY MAP ii1I X 17" 2014 NATIONAL ELECTRICAL CODE SHEET NUMBER 1 SITE PLAN WITH ROOF PLAN 780 CMR,8th EDITION SCALE:NTS PV-1 SCALE:1/32"=1'-0" UNDERWRITERS LABORATORIES(UL)STANDARDS PV-1 OSHA 29 CFR 1910.269 k tTOWN OF BARNSTABLE BUILDING PE W PPLICATION Map Parcel A lication:# Health.Division Date Issued Conservation Division k?_ Application Fey &Z?C, Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address o2 Tv rB i4e�qa44.1 (X4 Village �tt9f�`� Owner 6%, Address �C Telephone Lt — 9 36 e Permit Request e.�' 9 0 Square feet: 1 st floor: existing IL proposed S 2nd floor: existing lve proposed 5AME Total new 'X Zoning District ��, Flood Plain L Groundwater Overlay 2:o�n-_ 21a'—A 5,- ,,,�Q Project Valuation Construction Type Lot Size 8 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Farnily ❑ Multi-Family (# units) Age of Existing Structure o20/ Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: J4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) c2316r0RQYJ Basement Unfinished Area (sq.ft) 771 Number of Baths: Full: existing o _ new x Half: existing new X Number of Bedrooms: 3 existing'Oew Total Room Count (not including baths): existing 7new First Floor Room Count'- � Heat Type and Fuel: J1 Gas ❑ Oil ❑ Electric 0 Other --� Central Air: A Yes ❑ No Fireplaces: Existing New Existing wood%coal stoves ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ e sting W:new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: '0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION � 1 (BUILDER OR HOMEOWNER) ` Name �� ` \' \t Telephone Number �I q —�3C - �� Address �a ��`�� '�'�` License # Home Improvement Contractor# Email C iaAeWG , 11,A4 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO kow,- -A SIGNATURE DATE l b FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED F 'MAP/ PARCEL NO. - 'r ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION - r' r - 4 FRAME INSULATION �' S Z (L FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:. ROUGH FINAL .FINAL BUILDING e DATE CLOSED OUT r - ASSOCIATION PLAN NO. ' i Rze Conxrtionivea tli ofMassachusetts ,^ Dgmr&rrerat of&dustrid Acciderds - Ogre ofrnrestigations 600 Washington Street .:.__ Boston,MA 0211 ummiumams.govIdia Nltorkers' Campensaf on Insurance Af lidavitz.13.>Tilder-,dCmfractlzrstEIectdcians/Plumbers Applicant Infar-ration Please Print Legib Name ISusi�anizwtionaflividnal} Address: CityfStatdZip_ 0'6�4,-v phone g -7 e 3 6 Are you an employer?Checkthe appropriate boxc Type of project(required): 1.❑ I am a employer with 4. ❑I am a general contractor and I 6_ New construction employees(full andFor part-time).* have liirerl.the sub-.contractors 2.❑ I.am a sole proprietor orpartner- listed onthe attached sheet. 7_,0 Remodeling slip and have no employees. These sib-c=tractors have 8. ❑Demolition working forme in any capacity employees andhnre wodcers' [No su-odzers' comp.insurance comp.ivsurauce.t g- ❑Building addition. required-] 5. ❑ We are a corporation and its 10❑Electrical repairs or additions 3.V I am a homeowner doing all work offacen have exErcised their 11.❑Plumbing repairs or additions myself-[No workers'coaap_ fight of exempfion per MGL 12.❑Roofregairs incm nee required]i c.152,§1(4�and we have no employees.[No workers' a 0 borer comp.insurance required.] *Any apyUcantthatchecksboxRmmst also Mautthesectiaab9vwshmmngthe¢workers'campensationpancyinh mauan_ Someawners who submit fis afiidmi iafciting they am doing all wal and then bae autae contractors mmst submit anew affidavit indicating rnrT, fContxactors ftt rhea tbds boor mast attarbed as additional sheet shouimg the mameof The snlb-cenirzctm-sad state whether.ornotthose evtitieshat e emplo}rees.I€thesub-caatorctarshave employees,they nnrstpnruide•t1dr nrorken'•romp.policy number- Iare art eurpin}�r flrat is pratfditrg tvarkers'eanrperesafr'orr inrrirarzca for rri}*enrpiny�ees ,Selory is i7tg paticp rcred jab site ii formrrhort Insurance Company Nance: 'Policy-,'*L or Self-ins..L.ic.;k RxpirationDate: Job Site Address: CitylState/T= Affach a copy of the workers'compensationpolicy declaration page(showing the policy member and expiration date). Failure to secure coverage as.required.under Section.25A of MGL c�1572 can lead to-the imposition of nr•imimai ptmalties of a fine up to$1,5QD 00 andtor one-yearimprisonment,as well as civil peualties.in the form of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator. Be ad,,dsed that a copy of this statement maybe forwarded to the Of of lavest gations ofthe DI,A for insurance coverage verification- I do hereby cerh,f,under tits prmrs arid n ' s ofperfwy fliatflre hiformatimi protrirled abarle�trrrE and correct Sisnature- Bate: 02 l Phone ik 0 1�b Ofjaci'al use only. Do not arrke in this urea,ter be coainpleted by city artoirn oiciaL City or Tom= PerrmtUcense# Issuing AnIhority(circle one): L Board of$•ealth 2.Bulb Department 3.City1rown Clerk 4.Electrical Fnspector rr.Plumbing Inspector 6.Other Contact Person: Phone#: - orm�ation and Instructions ; Massar huuseffs Gemeaal Laws chapter M recces aII employers to provide workers'compensation for their employees. pursuant.to this ems,an mnplvyew is defined as."_.every person in the service of another under any co�ract of hire, express or implied;oral or writt em" An errTIoyer is defined as"an mdividnal,partnership,association,corporation or other Iegal entity,or any two or more of the foregoing engaged in a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trastee of an iadividnA partamship,association or other Iegal entity,employing employees. However the owner of a dwelling house havmg not more than three apartments and who resides therein,or the occupant of the - dweTliag house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on.the grounds or building appurtenarittheieto shall notbecanse of such employment be deemed to be an employes." MGL cbapter I52,§25C(t7 also SblteS that"every state or locaI licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bm7diags in the commonwealth for any applicant who has not produced acceptable evidence of cdmpliance with the 4ncnran ce.coverage required_" Additionally,MGL chapter 152,§25CM states"Neither the commanwrealth nor auy of its poIifical subdivisions shall enter into any contract for the performance ofpublic woricunhI acceptable evidence of comp liaRcewith.the in m n-d nce:. rcq ire eats of this chapter have been presented to the contracting mffioay." AppHca.nts Please fill obt the workers'compensation affidavit completely,by checking the boxes that apply to your sitnation and,if necessary,supply sub-contractor(s)nam,(s), addresses)and phone numbers) along with their certificates)of insurance. LimitedLiabulity Companies(LLC)or Limited Liability Partnerships(LLP)withno employees other than the members or partners,are not required to carry workers' compensation insurance- If an LLC or LLP does have empIoyees,apolicy is required. Be advised that this affidayitmaybe submitted to the Department of Iudusirial Accidents for confirmation ofinsurance coverage. Also be sure to sign and date the affidavit The affidavit should be retuned to the city or town that the application for the permit or license is being requested,not the Department of Ldustiial'Accidents. Shouldyou have any questions regarding the Iaw or ifyon are requni-ed to obtain a woricess' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-m suran ce.license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and primed 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 the pemlit/license number which will be used as a reference number. In addition,an applicant that must submit multiple peMkIlicense appli-cations in any giveaycar,need only submit one affidavit indicating dent policy infon>nation(if necessary).and under"Job Site Address"the applicant should write"all locations in (city or town)-"A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the " applicant as proof that a valid affidavit is on file for future pennifis or licenses- A new affidavit must be filed out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventrne Cite. a dog license or permit to bum leaves eta.)said person is NOT reqfnimd to complete this affidavit The Office of Jnvmdgations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The DeRmtnenfa address,telephone and fax number. Thet Co==Wealth of Massachus-dtts ' IIepait amt of hndnstial Accidents Q m=of l vmagatio-= ��Stan Stc�et Bostan�MA E1�111 -Tf,L'617 727-49QO cxt 4€ 6 car I-M-ISASS.AFE . Fax 617 727 7749 Revised 4-24-07 mas5-gDVIdia I AFCC Guide to Woad Constrwa6orl in Ff4g;l� Wnd Ar•egs:II D rnph Whid Zone Massachnsefts Checkh t for Compance (790 cn4R 3012 1.1)' - P1 ch=lc . - camplian= 1.1 SCOPE. .110 m fi Wind Speed{3 sm gust)_ _—_-.___. ..._ --._- _..._,_ _ p Wind Expomze Category Wind Exposure Category..:..........._Engineering Requir>ai For Entire Project-----.-.--------.---------,_._.------_C 1.2 APPLICABILITY ' -lumber of 8bries(a roof which exceeds B fn 12 siape shaIl be considered a sfnry) stories 5 2 stories - Roof Fdch _ -.. --_._--- _ ..._.__(Fig 2) - ----- <_12-12 Mean Roof Height (Fig 2)---_ ___.—._. __. -_ft <_'33' Building Width,W-__ _.-----_. -- _-(Fg _ft _<sly Building Leng.th,L ---- --__--------- :----(F9 3)— --____---- _- — 5 BD' . Building Aspect Ratio RAV) _.. _—_..------___(Fig 4)-- -_._. s 3:1 Nominal Height of Tallest Dpeningz ------•--- -(Fig 4)_. ____..-_---- s 6'8' 13 FRAMING CONNEC1710N5 General com'pl-ranee wrlft 2.1 FOUNDATION - Foundafion Wafts meeting requirements of TSD CNIR 54D4.1 Gongefr:__..._... -.._._...._._.......................------.-------•-•------...-----------...-----•--•-------•--------•-•----- Concreb--Masonry.----- ----------- -------.—_—----_------=- ---- 22 ANCHORAGE TO FOUNDATIDN" Sla*Anchor Bolts*imbedded or 5/B"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing-general.........._.................... •.(rable4)_ _.-.._+...___ in. Bolt Spacing from endromt of plate Bolt Embedment-concrete__.. -(Fig 5)..- _____- in.>7- Bolt Embedment-masonry-..-.-----• --__(Fig 5)_ _--_.__-___-- in-:t 15' Phte Washer..*- ---Fig 5)__.__ __ __ --?3`x 3'x%` 3.1 FLOORS Ffoorframing member spans checked ---_.._(per 7BO CMR Chapter Maximum Floor Opening dimension ---(Fig FuU Height Wall Studs at Floor Openings less than 27 from ExtKior Wall(Fig 6)....................:.................. MbXirnum Floor Joist Setbacks SuppoNng Laadbearmg Wafts or Shearwall—__-(Fg 7)__------_.._--------_.-_ft 5 d Maximum Cantilevered Floor Joists Suppor5ng Lbadbearing Walls or Shearwal!_-. (Fig 8)_-____ --•-----------_--�--_ft s d •FloorBMcing at Endwalls__.-_-.-_--..--.-_ .---(Fig 9)- --_--- -- Floor Sheathing Type TBO CMR Chapter 55) - Floor Sheaffiing Thickness----___—_ --(per 7B0 GMR ChaplEr 55)__..__ in_ Floor Sheathing Fastening___._..._____.-____-___ _(Table 2)_ d nails at in edge/_in field , 4.f WALLS . Wall Height Laadbearing waits____s____—_ -- (Fg 10 and Table 5)___ - ft 51 D' Non-Laadbearing walls-- -- --Fig 10 and Table Wall Stud Spacing _._.__—.._.._ ------_..(Fg 10 and Table 5)_—_._-._in.s 247 o.m _ Wall Story Offsets __�� -. -- -_(Fgs 7&-8)- .._._.-._-_ _ft c d , 42 LX-r Rt OR WALLS' Wood Studs - Laadbeari�hgvralls_.. ft in. - Non-Laadbearing wails �___.-__.-:{Table S)_____-._._._-_-..2x -_f t irL• Gable End Wall Bracing T Full HeiglhtEndwall Studs _-.(Fig 10) ---• _ __-. WSP Atfic Floor Length -_- •{Fig 11) ._-__. ft zW/3 'Gypsum CaiTing Lengfh[rf WSP not used)_. __._:(Fig 11) _ft z OJ3W and 2 x4 Continuous Lateral Brace 9 6 ft ox--(Fig 1i)._.__................_.-.._or 1 x 3 mTmg furring ships @ I T spacmg-min.Willi 2 x 4 bior..Iai g @ 4 ft.spacing in end joist r r truss bays Double Tap Plats - SplimLengtih — -.._ (Fig 13andTable 6)..._ _ Splice Connedion(no:of 16d common narls)' (Table 6). - f(FYC Guide to FYood Carrstruc ran ift lKigfr Wad Areas. 110 fnpk Wrnd ZOAe Massachusetts Check for Cv>_Lzpliauce(7so cLwp,oDl_z.1_1)1 Loadbearing Wall Connections ' ' L ateral (no.of 16d common naffs)_-_-_.__. -(fables 7)-_-----------.------ Non-•Laadbearing Wall Connections Deal(no.of 16d common naffs)--_ffpibla 8) Load Bearing Wall Openings(record largest opening but check all openings for corhpGance to Table 9) Header Spans _-- - - _...___.(Table 9)_-�. _ft_in.511' Sit Plate Spans -__-- --- —_(Table 9)-_ ---__-•--_ft—uL-`1 i Full Height Studs (no. of-sfrids)— -__(fable 9).._- -- Non-Load.Bearing Waif Openings(record largest opening but check all openings for compffa cm to.Table 9) Header Spans.______. ___-_._ __.-_-__(Table 9)--__ —___ _ ft_in_91Z sM Plate Spans.___- - -- - ---(Table 9)_.- -- —ft—in_512" Full Height Studs(no_of studs)-_-- _(Table 9)____.-- __-_-- Fderior Wall Sheathing to Resist Uprdt and Sheaf Simuffaneously4 Minimum Building Dimension,W - Nominal Height of Tallest Dpeningz ....__._______._-- Sheathing Type_ _-_----(note 4)_.-_____.-----------_:-- Edge Nail Sparihg-- --(fable 10 or note 4 if less)-- In_ Feld Nail Spacing_--__-----. -•(Table 10)---- ---- in. shear Connection(no.of 16d common nails)(fable PercentFulf-Height.Sheathing•_-_-_---(fable 10)------------------,-----._ 501.Additonal Sheathing for Wali with Opening>S'W(Design Concepts)-_____-.-_. Maximum Buifd►ng Dimension,L Nominal Height of Tallest Openingz-____._-_------•----•-----------------------------------••----- --5 6'8 ` Sheathing Type- - -----_-•---(note 4)__-._ -- -- -------- Edge Nail Sparing-.._ -_ -_(Table 11 or note 4 Mess) -- -__.-- frL Field Nail Spacing_____- -_-=(fable 11)___-_-- ---------- - -- -in- Shear Connection(no, of 16d Common nails)(fable 11)__...__ Percent Fuff-Height Sheathing- • ___-_(fable 11)_--_- -- _% 5%Additional Sheathing for Wall with*Opening>6'8'(Design Concepts)_.-- -- Wall Cladding Rated for Wind Speed? Ll fZODFS Roof framing member-spans checked?_---. .(For Rafters use AWC Span Tool.see HBRS Website) Roof Overhang -------------------------_--___--(Flg[1fe 19)____.____-- ft 5 smaller of 2`or L/3 Truss or Rafter Connections at Loadbearing Waifs = Proprietary Connednrs - Uptift_-_-___--- _--•{Table 12)_-_ _-._ _-_--U= pff aterdl--_--- --- -.__(Table 12}_- _ _- L= plf Shear.-- ------(Table 12) --------- - -Pff. Ridge Strap Connections,if collar ties not jtsed per page 21... (Table 13)_-__,-w.____-.T= plf Gable Rakee 20)•--_--•___—ft_<smaAer of 2`or U2 ' Truss or Rafter Connections at Non-LoadbeMng Walls Proprietary Connecters Upfdt----.:_.__ .(Table 14) --U= lb. Lateral(no_of 16d Mmmon nails)_.(Table 14)------------_-----------------------L= - lb. Roof Sheathing Type-_ - -_ (par780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness-..._.- - -__-__ _ _in_?7116'WSP Roof Sheathing Fastening----- _-__. +(Table 2)Notes- 1. • This checklist shall be met in its entirety,excluding the speck exception noted in 2, to comply with the requirements of 78a CMR-530121.1 Item 1. If the checklist is met in ifs entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: - a_ Steel St-aps per Figure S b. 2D Gage Straps per Figure 11 c. Upriff Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Sbid Hold Downs per Figure 18a and Figure 18b 2 'E c:eption:Opening heights ofup.to 8 fL shall be pefmffted when 5%is added to the percent full-height sheathing _ requirernerb shown in Tabies 1 D and 11. 3. The bottom sill plate in e6irior wails shall be a minimum 2 UL nominal Uakness pressure treated 2-grade. a _ ` AFYC Gi de to Wood Coru&ucl on im HjiVfr 13,11zdAreas_ 110 mpfi If Tor Zone Massachusetts Checklist for Compfiance(7so c&Iizs3.oI—I:I)t 4 .: - a. From Tables 10 and 11 and locafi0n of wall sheathing and Bulldrng Asped Rafio,determine Per c6nt Fuff-Height Sheathing and NA Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116*and be installed as follows: t.' Panels shall be dnstalled Vidh strength axis parallel to studs. n. All horizontal joints shall occur over and be nailed to framing. in_ Dn single staiy construction,panels shall be attached to bottom plates and top inember of the double top pith. - iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at botfnm of panel Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horimntal nail spacing at dpubde top ptatPs, band joists,and girders shall-be a double row of ad staggered at 3 inches on center pEir figures below:Vertical and Horizontal Naiging for Paned Attachment 5. Glaang protecfion:a)*new house or horimntal addition—required if projerfis 1 nine or closerto shore(generally,south of Rte.2B or north of Rfe.6) b)Vertical adddon—not requVed unless then:is extansive renovation to the first floor c)replammentiMclows—needs energy conservation campfrance only(chap 93) B.Wood Frame Construction Manual(WFCM).for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. MiSIDGEFEM DH F-FZ:au=[LsEsd NAir$ . • u 11 ' • u y . tl 11 1 • 1 I 1 1 t: K H • 1 � ^'r c - !t rt r ■ Q t ,r [1 1 I K r ■ 1 1 - o G • F d i 11 m rdCL 1 .m rj di 4 ■ ! i 1, >u i7 41 1 1 I If 1 i • �E dl .l 19 t - 11 rl � 1 - 1 ■ j . � Il I1 r � l ■ ■ rl fi Ile tkDtJf¢E�GE STAGGERED 3`ldY1 bTAE�c1NG — - At4L?A7 7H3W p HER FAIWM—IDCrE Roue[.ENArLEDGESPACtMtEiAL See Da l on Next Page _ Vertical and HD117Dn1a1 Naifng detail for Parcel Attachment ` verligl and Horizanfal Nailing . fbr Panel Aftachment r o� ry Town of Barnstable of Regulatory Services - ' E PCA S7f7GT<�4 � nres�$ Rirh=d F.S=14 Dkednr Building Division tam rerry,Bmz�commissioner 200 Maim Street,Hy=ds,MA 02601 W W tDwnlamstable.ma_IIs Office: 508-862-4438 Fax: 508-790-6230 Propeify Owner Must ' Complete and Sign This Section If Using A Builder L ,as Owner of the subject property i herebyar�hoTT7p - to act ort mybeE lf in all mattes relative to work authorized byrhis bmlding pemlit application for. (Address of Job) -Pool fences and alarms are the responsIffi7of the applicant Pools are not to be filled or iii zed before fence is installed and all final ' ' inspections.are pero=ed and accepted. - Sip== of Owner Signature of AppTirant • Pz II=Name Pzi=Name Bate . 2Fax�rs:owi��srorTPoors . TDTM* of Barnstable ' Regulatory Services ova r � Richard V.Scal,Director , t yc=,�•. Tom Perry,BuSdmg Cony-f- oner 200 Maim Street'; Hyanms,MA 02601 � pry►� . W�4Y�en.6�vncfaF,r�ma us Office: 508-962-4038 Fay 508-790-6230 • aonMWNMLICE=Corr j •rt��Pr� DATE: a1 1 / JOB DD=i . ri a � 7 7 c..(• 236 V-06 � 7Ho wr AdP,kMLAA�f Cf�ni� IJ�nw b®cphonc# wozlCphonc#r C umgT. AI nZ (,-ADDRESS: GjCJv� e— zip code The cunt exemption for`homeowners?'was extEnded to inclpde owner-oceBpied dweIImFs of sic units or less and to allOW homeowners to engage an mdrvidnal for hirewho does Lotposscss a license,provided thatthc owner acts as supervisor- j DJMUMON oRHOMEOWNM F csson(s)who opens a parcel of land on which he/she resides or ininnds to reside, on which.there is,or is intended to be,a one or two- family dwelling,attaebtd or detached structures accessory to such use and/or fawn strucfraes. A person who constricts npre.than one home in a two-year period shall notbe considered.ahomcowner. Such'homeownce'.shall snbmitto the Bm-I ink Official on a firm acceptable to the fEt Bu-1rMn OcK thatbelshr-sha be r=onsiblo for aIl BachworkRerfo=cd T th nderebm-idmaR, milt (Section 109.L 1) The mulmligned`homeowner"as=es respmmlilJty for compliance wifhlthe State Burma' g Coda and other applicable codes, bylaws,ral=and regulations_ - Tbe undcMgned`homeowner'certifies thatbelshe uadcistands fre Town ofBamstabje Budding Departmcatmimmm'm inspection pro and nis and that bc/she will comply with said procula=aid rulahe me b. Sip�amce ofSom �eaee . Apprayd eBnDc mg Officild • Note: Theay dwellings contammg 35,000 cubic feet or lazger wffibe retpthedtn comply wrththe StabeBui7d-mg Code se fmm Section W.0 Cvnstradion Cont mL $on�o�eNJ��s�x The Code srtates that: 'Any homeowner performing workfor which a building permit is required shZ be exempt from the provisions of this section(Serfion I09_Lj-Licensing of constmctioa Supervisors);provider/that if the homeowner engages a person;(;)for hire to do such work,that such Homeowner shalL act as sirperdsor." Many homeowners who use fEds exemption are uaawam.thatthey are asm= g the responsibilities of a supervisor (see Appendix Q,Rules Bc RegaIations for Ticensin g Constrmcifoa Supervisors,Section 2.15) This lark of awareness oftea results in serious problems,pi ficul2rty when the homeowner hires unlicensed persons. In thus c2se,our Board cannot proceed against the unlicensed person as it would with a H—ced Supervisor. The homeowner acting as Supervisor is ultimately responsible. . To am=e that the homeownrr is aZy aware of of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify tiiat he/sb.e understands the=;pnnsibMes of a Supervisor. Oil tiie lastpap of this issue is a form currenfiy used by.several towns. Yon may rare t amend and adopt sack a form/c�rfifr�a far use is your commusIftj � p�fimoslII�HFSS.dnc Revised 06U 13 - ckG-f"- (fl.wnweaR of Maddac4u6etb O ial Use Only 2 cc� Permit No. 9� partment ol3ire Serviced Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),5(7 C 12.00 (PLEASE PRINT IN INK.OR E ALL INFOR14AT ON) Date: 1 City or Town of- �s � To the Inspector of Wires: By this application the undersigned ves notice of hi or"her�i"ntenti o perform the electrical work described below. Location(Street&Number) S� -TtJff bey)a � Owner"orTenant C. \YSS fi N Iv\k Col-2 yVt0.-y1 Telephone No. 77y-9310 Owner's Address d Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building , W.Q, X�V,\1 j Utifity Authorization No. Existing Service. Amps / Volts Overhead ❑. Undgrd❑ No.of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: A��i`� 'r�l(Q-1 e VCA' Com letion of the following table may be waived by the Inspector-of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No,of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑• In o:o Emergency Lighting rnd. rnd ❑. Batterty Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of'Switches No.of Gas Burners o.of etection and Initiatin .Devices No.of Ranges Total g No_of Air Cond. Tons No.of Alerting.Devices No:of Waste Disposers. Heat Pump umber Tons KW No.of Self-Contained Totals: _•_•. _ `�` "�`"- -`—�--- Detection/Alertih Devices No.of Dishwashers Space/Area Heating KW Local❑. Municipal ❑ Other Connection Security Syystems:* No.of Dryers Heating Appliances KW No.of Devices or Equivalent No.of Water No. of No.of Heaters KW Signs Ballasts Data Wiring: No.of Devices or E uivat'ent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications icing: No.of Devices or E uivalent OTHER: 411och additional detail if desired or as required by the Inspector of Wires. Estimated Value of Electri al Work: 'When required by municipal policy.) Work to Start: + a Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force;and has exhibited proof of same to the permit issuing office. _ CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) r I certify,ut. '.• CH. "tat the information.on this application is true and complete. FIRM NAI wAY EC RICIAN T LIC.NO.: 33�ELECTRICIAN Licensee: 222 WILLIMANTIC DRIVE Signature LIC.NO.: MARSTONS MILLS, MA 02648 ffapplicobi (508)428-7747 Bus.Tel.No.--In! �]I / Address: r Alt.Tel.No.: *Per KG.L.c. 147,s.57-61,security work requires Department of Public Safety"S"License: Lic.No. _ OWNER'S INSURANCE WAIVER:. I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one).❑owner ❑owner's a ent Owner/Agent Signature Telephone No. PERMIT FEE: $ Boston,AM 02.7141-20.17 ApElicatit Information I'Yl)C of imnject(required): Eh,imrA)%vnr.t doing idlwork) Demolition nyself.[N,-,.woii.trs'comp.insur�ore rcqu ii cd.1' 4.0 i Pin a humcuimicrand will be hiring cuntractors:u conduct all work on my praperty iwill 10 Building addition crisuir that all contructors cillier huvr.workeis'compcnsdtion irisurnrict:or Lre Suir. Electi teal repairs or additions "Ajjy applicant that ch:cks box#1 must also fill lot(11C sculiGo below showing thc'.r wroikers'conpcasat;oi-,policy infoitna6uii. t Ifonicownr-cs who submit this affidavit indiciiiing they ure doing all work ijn6 th:%.-hilt:otllH;df:conti-aclors mUst sillwit a new affidavit indiciiiing.such. tco*ntractuis that check this box inust atimclittl un additional sheer showing thu 11411w and-italewhelhm or not ihoscur.!itics n4VC conployces. If[tie suh-contraclafs havueniployres,ifiry must povide their worke, I cor it,.puhcy rfl'lflbr.% loomzlcC Company Numc____________________________________________� ________________ PJiny#noOelf-ino.Ge.�� 8^pirojuoDu�_____ _______ � 8ot)@te ~�� \ �� odL�/ Auuchu copy o[Tbu*vrkm`mmperwvdm'policy dm|xomliu`.iuge(Fba*iuK tie policy number xud,xpirxbondu|4 Failure to coverage amnmyuiredmvkzNKGLc.. l52. y25 A isx criminal vicJuioopuniS;haI--!e6yxfincuyto S1.S0100 a/xd/v,one-year imydsonmuo|.uo well x,,civil yc`ahicuin the form o[" STOP WORK 8Rl�PR arid u fine o[uy{u$Z50.D0u day against the violator. &copy uf this statement may hxforwmefm\m the Office oflnvm68m\ss oy the DQ\6n6o,maticu Coverage verification. I do hereby I" epains and of lcerfij�kder Ih �tmllles of p�erjjm at Me in above is true and correct Official use only. Do not write in this area,to he comp!efe(l by city or iotun officiaL Issuing,Authority(circle oni).- 1.Board of Health 2.Building Depaftruent 3.Cityl'Tovvi: Clerk 4. Alaspec'mr S.Plumbing I-Lispectur Contact Person: Phone#: --- STAMP: . CHECKISST WALL FRAMING REQUIREMENTS: • SWEARWALL CONSTRUCTION I - PANEL EDGE NAILING SPACING 0 -PANEL FIELD NAILING SPACING TOVIN OF BARNSTABLE XK.XJ.a KINGS 1 C JACKS B DOORS 4 WINDOW-OPENING5. FEBUSE 2K t IJ IF NOT NOTED OTWER WISE 7016 B — I AM l n• 4 4 !.� FIRE ALARM SYMBOLS: t 5© S110KE DETECTOR COMBINATION SMOKE/CARBON MONOXIDE DETECTOR Lu F- Q no c DIVISION Q ° 0ow I w � c � =co OUo �. :2 N aZ d i 42'-0' (EXISTING) EXISTING STEEL FOUNDATION WINDOWS, 51.25.13" - TYPICAL OF I 5 TO BE CLOSED IN c Cn (� AND WATERPROOFED f O W I C.�` J t1J Z co - EX. 10' CONC. , .. Lu FOUNDATION WALL - TYP I i^ 0 O U Ej z Lu U z cQm LJS_ —' NEW 5?2' PIPE COLUMNS F 0 ~ z J �a (4-O.D. SCW. 40 STEEL 1- z c PIPE) AND FOOTINGS W i Q G w [n u3 Ln —.. Of c Q I 11 a , � . . I O 95 _ EX. 2.5' I' SWEEP WASTE I EX.WASTE THROUGH ddd EX. 4.5' WASTE FLOOR SLAB GPp`� WASTE �' C4iPe� _ TRLE: APPROX. LOCATION OF SEPTIC WASTE EXIT - BELOW SLAB ELEVATION PROPOSED BASEMENT FLOOR PLAN DATE ISSUED: 1.6.2014 REVISIONS: y pp FLOOR AREAS(GR055)_ e Q �1 BASEMENT(UNFIIJISWED) .I,OOB gaF ff - 1 PROPOSED BASEMENT FLOOR PLAN II�.Y«c �y Cl�r� VC I�.u�av� IST FLOOR LIVING AREA •1,115 gsF • I 5.IG 1/4'.V-0' 2ND FLOOR LIVING AREA •I,OOB QaF DRAWN BY: TOTAL LIVING AREA .2,123 g,F TRS .S� DRAWING NO.: --- STAMP: . { 1 CHECKLIST WALL FRAMING REQVIREMENT51 • SNEARWALL CONSTRUCTION TOWN {ply Cs}Iy(f pN� f^q 1 a PANEL EDGE NAILING SPACING TOIL]{� OF VARNSTAYL� �- PANEL FIELD NAILING SPACING T - ( XK,XJ n KINGS t a JACKS i DG17R5 t WINDOW OPENINGS. USE 2K t IJ IF NOT NOTED OTHER WISE. 7016 FEB — I AM '9: 114 � FIRE ALARM SYMBOLS: 5© SMOKE DETECTOR COMINATICN SI`IME/CAR&WN MONOXIDE DETECTOR F— co I.)IVIs1OIa O O Cj 0. 1 w Lu CO OUo I . QUcl I QZ a is 'I i 1 42'-0' (EXISTING) I I EXISTING STEEL ' FOUNDATION WINDOWS, . 31.25.13' - TYPICAL OF i 5 TO BE CLOSED IN r—AND WATERPROOFED C ILLJ ( { J �' ca uU z = I-- FOUNDATTION ', p LLJ 0 Q EF) WALL - TYP Q Q O Y N cn U U cQLu w Z LL �+ NEW�' PIPE COLUMNS�I P a � to C C` t--•+ (4'O.D. SCH, 40 STEEL N O z z L" cJ Lr; O^, J PIPE) AND FOOTINGS Q 66 : c LL C CV z tr L - ' L-I J O Q v I I IT H ey_ L I a a • a e r O .I _ P SWEEP EX. 2.5' EX. 2.5° WASTE THROUGH WASTE EX. 4.5' I FLOOR SLAB I �4P'd WA51E - Q°.f TRE: APPROX. LOCATION OF SEPTIC WASTE EXIT - . ( BELOW SLAB ELEVATION PROPOSED BASEMENT FLOOR PLAN DATE ISSUED: 1.6.2014 REVISIONS: d 3 FLOOR AREAS(GROSS): PROPOSED BASEMENT FLOOR PLAN �Y C.r- q� IST F OORENT(UNFINISHED) •I,115 gaf IST FLOOR LIVING AREA •I,NS gaf 1 8mle L4�1'-0' 2ND FLOOR LIVING AREA •1,008 aaf DRAWN BY: �� { TOTAL LIVING AREA -2,123 gaF TR$ _$ 1 DRAWING NO.: R I Al- . 0 L v' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map n�� Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee A0 Cie— Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis r Project Street Address s VillageV Owner M_V�> G''bQ- /\/l 110 (6 0-tee() Address Telephone 1�>08 Permit Request 6C,lC)� am&_ QD c dM C,-e— k<-e_ GnoDL mc- e 4 9A Man at)C i�K liC.lit1V� � \ , � ` 1 Y ��2DY�/�d_ Square feet: 1 st floor: existing X% 6 proposed -i5k0e..2nd floor: existing CQ proposed Total new Zoning District s Flood Plain L Groundwater Overlay —Zincie-- i�_ C A& Project Valuation y Construction Typ � 'iCQkx Qra�eGu� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure dOl Historic House: ❑Yes jKo' On Old King's Highway: ❑Yes ❑ No Basement Type: W-61 ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 31 C;sc Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new N Half: existing new Number of Bedrooms: 15 existing _new Total Room Count (not including baths): existing 4- i new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Others---== Central Air: teles ❑ No Fireplaces: Existing New Existing wood/coal'#?ve: ❑Yes Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new,size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No .If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION — — (BUILDER OR HOMEOWNER) Name Telephone Number 77 Y-8 36-9 Y1 Address sa T„� e 1p �� License # W6gY Home Improvement Contractor# Email (°T A N.A\ay, C'Avv� kAe, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT ECT WILL BE TAKEN TO brcw, SI�r•�1,;uv� SIGNATURE DATE 3 34-0 S� i - i FOR OFFICIAL USE ONLY LICATION# + DATE ISSUED ) MAP/PARCEL N0. . ADDRESS VILLAGE OWNER " DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL �. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL.BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services Thomas F. Geiler,Director MASS`'.:. r Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us .Office: 508-862-4038 Fax; .50.8-790-6230 . .. �201 S ]PLAN REVIEW Ma Owner: L. /Parcel: - .�D E� AJ p . Project Address K2�t.C-f� cic /� 1G(/�( Builder: S"AE - The.following:items were noted on *reviewing:. / yVf�YC E/.. GTClf�'�RODik �V ��f¢-�l�Gtli�•cf S�occ.cA 6 e /few /Ve 7i7 Reviewed by: 9-_?At Date.• . 3 i Q:Forms:Plnivw . I • fver-�tnr .ga�r�ia • '��-�i�'-C�g�sa�Insm��.� a-eit��IersfE` rt�rs/gfcF*-=�-*�,�IFF�� f 14 1400 Az-eyt�a sit�°ya,q G�eckf� � o-s T3�af�a�� = ❑ I aai a emplapar c •¢ ❑I ffia dal coixf I 6- ❑N,--w �ugfupees{fallandf�j* hZ76bitMJffiesub-caaf� shy 7- P<R listed on the wed "'�,&E • �El I am a scIe progadar orgarEQer- Z��--oo�arfaa have ship and halve m emphPlMs Q $. ❑Demnaiau- �ai ug i n IDE m agg " J `'assd have WOsS=' 9- ❑ [Ia vuod3a's`comp-MxM=ce C a a cap • 1 $_ ❑ fit;e are a otp aadifs 10.❑�*1Pcfr•irsi=ePairscx add�fions 3 XI amah duiva a1I wo> aff=M hxve Mr=ed the-s IL❑Pimnbiag=pzds of a dditicros r Tf [No�vaz�cs' uP- � of dmpar�fM 110$Daft Rnrg 1-F a 152,�1( ,anti eFnt:aD uE Other mmmance `DTPmP� —S ___-ZZ7��— Ichedsbarzlmastai £ ib Ilout =mcg—b9da�eA-dn;6�es wa�eaT��_�tt dam vrne�also srdru �s id.Y:� �2y c�tag II�^ —'t�ti^*E bdd9 c�rma rrrmstsnlxi�aa�rmd.•-16 -d t�s= a$stcheLtthisbar=wtshedra=na;�;=jdsitsh=r mgt-n—of$re 3mdatsiEVhp� ase DcMMfMgEwsbv_ amplaye s-If the mB-cn lxm ems,meg t pie%dr wcal--f allC7•pab�mmb- I mE OmPLpts i$cttispMi atg workers'coMTM=iatt iasrzF=Ca for taY ezT;[oygss. Selma is fltepaaq oa job sda Instr��Companyl�Fame: • l�obzy or set-i=- Ezpisatio�I3ate: Joht 34 dd C�y1Sta6e1rtg_ A tarlf 2t copy of fhe wurk=e ca=p w-tivn Pam deai=ssti m pzgem(shotri [ham P° L3'attmfier sFrd�Lpnat toII�s�G}: Faihzt�to sett ca raga as tinder Secfm SA of MM c- 152 clead to 62 imgositina ofcmmiaal pemffies af a f=up to SL-SOO OD andlar am�pcat-im as TmU as ci'vR gez>I in ffie fin of a 5I C7P DI ORDFinand a fins o$ap.to!SO-oo a day against the vioLdt- Re advised ftmf a ropy❑fffiis s maybe wed-tts theOffine of. Bwe&E ronsof�DIAforhLvm n6aav�agea ca�io� I c�a F�srAderffm d peaces ufptdiuy h7formatxan pravugd a�ama fr=tmd carrsct E a£are a .1k not wr&LU 9LEY area,fa be camphlgrt by ciiF ar ftxri n uncurl MY or Tow= Per crrifff areasc# . Fcar�¢r�triht�=ifg{mrlc auzx�: . '•• _ • LSoacd42fHcxfth 2. gDedFat�aGIr�h �IIerhicallnsecfor fi.PftmiugTa�pecfnr fi.Qfher Cuz�rtTsrrnn_ - - �in�� - • Town of Barnstable Af_ Regulatory Services niE rOhl, Richard V.ScaIi,Director F �^ Building Division MAS� S. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.Barnstable,ma.us Office: 508-862-4038 Fax 508-790-6230 ;1`� HOMEOWNER LICENSE EXEMPTION DATE: 3 3 a Q I S Please Print JOB LOCATIOK- 5 of 7_y r e `l S //number ,p /shEct vill c "HOM,EOWNEW':_�n�-v�, i l c�l�l�vt un-�_ C-7 7 q 936 PY�� S^v ? 6 8 S— 64) name home phone# work phone# CURRENT MAILING ADDRESS: c��lJVv� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner'shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations: _ The undersigned"homeowner"certifies that he/she understands the Town ofBarnstable Building Department minimum inspection e ores and require ' nts and that he/she will comply with said procedures and requirements. Signature of Ho wncr , Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXENIP'ITON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a Iicensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. QAWPFILES\FORMS\bui]ding permit fonns\EXPRF_SS.doc Revised 061313 ZtiE Tp� Town of Barnstable Regulatory Services IBIAMNSMABM Richard V.Scali,Director Mew 16;p.��`0� Building Division _.........._.....- - ..._.................._....._...__._.. _.........__.._..-...Tom Perry' Buil* ing*Commissioner-..__..._..............._...._..__._... .........._. .__. ........... ._.. - 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, is all matters relative to work authorized bythis building permit application for. (Address of Job) "Tool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:O WNERPERMIS SIOI\TPOOLS i �: i JJ- STAMP: +i CHECKISST WALL FRAMING REQl2REMETJTS: • SHEARWALL CONSTRUCTION .�' - PANEL EDGE NAILING SPACING k - PANEL FIELD NAILING SPACING XK.XJ- n KINGS t n JACKS 0 DOORS t WINDOW OPENINGS. USE 2K t IJ IF NOT NOTED OTHER WISE FIRE ALARM SYMBOLS: Sm SMME DETECTOR , /® COMBINATIO14 SMOKE/CARBON MONOXIDE DETECTOR F— cl) = OODD U c a: LLJ `r) c3: zCIS r OUo 5� a u CV 1 1= cn a 42'-0' (EXISTING) EXISTING STEEL p, FOUNDATION WINDOWS, 31.25XI3' - TYPICAL OF . 5 TO BE CLOSED IN AND WATERPROOFED Lv F- .J LIJ CS4 O z C0 EX. 10'CONC. P z § 0 U FOUNDATION ii F, L1J .� WALL - TYP 11 p w Q Y C!J Z 3 N U NEW 32o PIPE COLUMNS 6 3 0 Lu Lu � z --I Lu (.` •-•a (4'O.D. 51-14 z . 40 STEEL N z C PIPE) AND FOOTINGS ;! x a25 u� In I I I I U _ L() z - - s L - i 1 � L-I-J O c , • • 0 i1 915 ry1 EX. 2.5' 9 I 5W EEP WASTE qqq EX. 2.5' THROUGH ddd EX. 4.5' II WASTE FLOOR SLAB CAQQ�J. I WASTE I� '�e� - -- TRLE: 1 APPPDX. LOCATION OF ' Y 5EPTIC WASTE EXIT - BELOW SLAB ELEVATION PROPOSED BASEMENT FLOOR PLAN �l. DATE ISSUED: 1.6.2014 REVISIONS: r ggYy FLOOR AREAS(GROSS): 't Q a n w.w BASEMENT(UNFINISHED) •1,000 geF 1 PROPOSED BASEMENT FLOOR PLAN IICY 15��` �y C,�r1� �.,0 �` 15T FLOOR LIVING AREA -1,115 e F Sm1e:1/4'=1'-0' 2ND FLOOR LIVING AREA -I,OOB gnF DRAWN BY: TRS sC TOTAL LIVING AREA -2,123 g,f �Y pi DRA`MNG NO.: R A1 . 0+ L r Town of Barnstable Building Department - 200 Main Street ELAMST"M * Hyannis, MA 02601 9 MASS. s639 (508) 862-4038 QED MA'S� Certificate of Occupancy Application Number: 201400143 CO Number: 20140139 Parcel ID: 047084 CO Issue Date: 10122114 Location: 52 TURTLEBACK ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: MARSTONS MILLS Gen Contractor: BELPORT BUILDING & REMODELING LLC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE Building 201400143 * BARNSTABLE. Issue Date: 01/16/14 Permit 9 MASS. 16 39. A� Applicant: Permit Number: B 20140084 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/16/14 Fcation 52 TURTLEBACK ROAD Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 047084 Permit Fee$ 1,530.00 Contractor BELPORT BUILDING&REMODELING LLC Village MARSTONS MILLS App Fee$ 100.00 License Num 164148 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY HOME AFTER FIRE(3 BEDROOMS)CHA GEfMs CARD MUST BE KEPT POSTED UNTIL FINAL CONTRACTOR ON 2/25/2014 FROM HOMEONWER TO DZMITRY MA ZHM99WCTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COLEMAN,CHRIS P&NINA Z BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 52 TURTLEBACK RD INSPECTION HAS BEEN MADE. MARSTONS MILLS,MA 02648 / Application Entered by: RM Building Permit Issued By: �� v THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. 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 CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 f ��cF 2 �- p�Z�jy 2� 3 p�C��/ S� q/3%S/�Pol� 1 Heating Inspection Approvals Engineering Dept YFi e L 2 Board of Health r fi-) i r c PROJECT 1 NAME: ADDRESS: Nl • � �l�S PERMIT# Z a )L4 66 L43 PERMIT DATE: I l2 M/P: LARGE ROLLED PLANS ARE IN: BOX ) 12,- SLOT � Data entered in MAPS program on: 1 BY: q/wpfiles/forms/archive ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Oy Parcel ®.� 'Application # V q ? Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee by Date Definitive Plan Approved by Planning Board B Historic - OKH Preservation/ Hyannis Project Street Address � .� . Village hW 1, Owner CVNIN:Z-5 X AtWA-601.f-M Address ' �� `JT (i . 6AM Telephone _h 06' .Permit Request tc PLC_ 1 LW OF Ar 511V-6-e- E- Square feet: 1 st floor: existing proposed i'I 2nd floor: existing proposed 1499Total new Zoning District R Flood Plain Groundwater Overlay Project Valuation Construction Type Alf, . Lot Size v. Grandfathered: WO Zo If yes, attach supporting documentation. Dwelling Type: Single Family -Z. --Two Family ❑ Multi-Family (# units) Age of Existing Structure IV Historic House: ❑Yes ED< On Old King's Highway: ❑Yes ❑ No Basement Type: ull ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 1. 006 Number of Baths: Full: existing_ new 9� Half: existing new Number of Bedrooms: existing 3 new ©� � o Total Room Count (not including baths): existing _ new �" First Floo oom Count F 1 O Heat Type and Fuel: di Gas ❑ Oil ❑ Electric ❑ Other C) _. w 0 Central Air: ❑Yes o Fireplaces: Existing New Existing woo /coal sto, e: OYes P4o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing❑ ng4 size_ en Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size — Other: `� M Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� t �C�LG�r�t � Telephone Number .j� 't�� 9 18 Address //Yp, I License # CA.L -C ( ST L MA Home Improvement Contractor# "gym a I a �11 FrJ Ctct v�-:net _. Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I i FOR OFFICIAL USE ONLY APPLICATION# _DATE (ISSUED , Vy MAP/PARCEL NO. ADDRESS } VILLAGE Jt OWNER y I • t DATE OF INSPECTION: ; 18 E0UNMI,I.ON1 u;d5 2G 0V,e?/ 0 r ? FRAME s�C � O<� (-7 6s��rcc /� 7 7s INS ULATIONS+► � b ( r2 t FIREPLACE ELECTRICAL: ROUGH FINAL Y PLUMBING: ROUGH FINAL GAS: _. ROUGH FINAL FINAL BUILDING I t` 9 30 (y R4, ` ,� 1¢- o` � /I v 14�, �-6 DATE CLOSED OUT ASSOCIATION PLAN NO. �•�+E> Town of Barnstable Regulatory Services " Thomas F.Geiler,Director 1659. Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230. PLAN REVIEW 2 0 !y 0 0/ y3 Owner: � Map/Parcel: 0 y 8 Project Address 62 Builder: The following items were noted on reviewing: CJ�ijyeocams lv<rrvfipi 2`/ op ae3 J:4�M dL(to Sr �64l lEY11 Hp�S GG SS hro-CE : � ��'►tio°'�ro •IL t9 c�oSET.b�oR fhN,b Ccosr,� /5 436 i,u -AE-°rlf 0-oQ ..S'e m2 Aasy o<r<D�D . NOiE, 5ygrT2h+-s ko—e-rf 4e ve&-ce-J u_ M l �u� a\ e23�d�n_C. Reviewed by: Date: Q:Forms:Plnrvw r r r lWe Consmcomtmhh ofMassacbusefits Beparhnent of l'irdrtstrial Accidents - Office of Investigations 600 Washington Street Boston,MA 02111 pm jv.Yna-mgov/dla Workers' CompensatianInsmmuce 4L idavit:Builders/Contractors/Eiectricians/Mttmbers Applicant Infarmation \ , / Please Print,1&6bly Nams(Busmesgrd�anizatioa/IndiViduaq: (/�1�('i M(i� CL M l 6(,A --- Address: vy,;, l O Z p City/Stat&Zip: Phone Are you an employer?Check the appropriate box: T , of o'ect r 4. �a general contractor and 1 3 pe 3 (Qxlnu�ed}: 1.❑ I am a employer with ' 6_ ova oemsfrxrction employees(full and/or part-time).* have hired the sub=contradors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling strip and have no employees These sub-tmntractors have g_ ❑Demolition working for me in any � t3r.c ct employees and have workers' 1 9_ ❑Building addition workers' comp.insurance comp.insuranoe 5. ❑ We are a corporation and its 10_❑Electrical repairs or additions 3 f am a homeourner doing all work officers harm exercised their 11_.❑Plumbing repairs or additions myself.[No workers'comp. right.of e2w lion per MGL 12-0 Roof repairs insurance repaired.]F c_152,§1(4),and we hinm no errrgloyees_[No workers' 13..❑Other comp_insurance requtred-]. *Any sppUmm that checks box#1 mast also fill out the section below shovring ilea woadkers'compensation policy infurmstRm- T Heo omwners who submit this afdavif Mdicsting they are doing in wok and then hoe outside contractors nuts'submit a new afdark ink such =Contractors thst check this beak must sttached an additional sheet showing the mine of the sub-co rs and state whether ocnotthase emit have emphtpees. Ifthe sub-contmaors bsve emplary ees,they Est provide their workers'comp.policy number lam an employer that is prmidzxg workers'corrrpemwdion insurance for my ernpinyees. Belau is the policy and job site informartfon. Insurance Company Name: Policy 9 or Self-ins-Lic-lk Expiiation Date: Job Site Address: c`7��it�- �-Q��j G1 City/State/Zip: W,(-,�A Attach a copy of the workers'compensation policy declaration page-'(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section.25A of MGL r- 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up two$250-00 a day against the violator_ Be advised that a copy of this statement:may be forwarded to the Office of Imr-estigations of the DIA for insurance coverage verificatitn- I do hereby ce render the its at dpenaldirs ofpedury that the irtforrrtation prinided above is tote and-correct Si tore: I Date: 1 Phone#- c3-Cad S 16 i o OffeetaI use only. Do not write fn this area,to be completed by city or town officiaL City or Town: PerwitUcense It Issuing Authority(circle one).: 1.Board of Health 2.Budding Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of 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 grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bnildiugs in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)slates"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." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of inmirance 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 permit 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. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed 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 the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address;telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Mvestigat om 600 Washington Street Boston,MA 02111 Tel.#617-727-49 0 ext 406 or 1477 MASS.AFE Revised 4-24-07 Fax# 617-727-7749 ' www.mass_gov/dia Regulatory Services EVE Richard V.Scali,Interim Director Building Division ' Tom Perry,Building Commissioner MAM s,MA 02601 � 200 Main Street, Hyanni �� www.town.barnstable.ma.us 'Fax: 508-790=6230 Office: 508-862-4038 HOMEOWNER LICENSE EXEMPTION 45M Please Print DATE ( f �I7� fiT)Q�S' �.LLS ~-C� village JOB LOCATION: street vv number /V;AA_ er le � 1 "HOMEOWNER": j� home phone# work phone# name 22 _ CURRENT MAILING ADDRESS: wn state city/to zip code The current exemption for"home_wners was extended to include own a 1 cense,cu ovtded that theoowner acts ast Or lsuUervisoess and � ow homeowners to engage an individual for hue who does FINITION OF HOMEOWNER Persons who owns a parcel of land ons which he/she resides or intends use anreside,on ��es.there is, son who constructs more ethan one family dwelling,attached or detached structures accessory to such tD the Official on a form home in a two-year period shall not be considered a bemres oncetble for. r sumch work perform d uner"shall der derr the uilding ermit. (Section acceptable to the Building Official,that he/she shall - 109.1.1) e undersi ed"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, Th � bylaws,rules and regulations. ection The undersigned"homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum insp d requirements. proc ores and req en d that he/she will comply with said procedures an . Signature of Homeowner Approval of Building Official Building Code Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Section 127.0 Construction Control. HOMEOWNERS EXEMPTION shall be exempt The Code states that: "Any homeowner performing work for which a building permit rovided that if the homeowner from the provisions of this sectido such won oork,that such Hom owner shall act as supervisor.." engages a person(s)for hire to This lack of awareness often Many homeowners who'.use this exemption are unaware on Superviso s,Section 2y are assuming 15.) This lack of a supervisor (see Appendix Q,Rules&Regulations for Licensing Consr Board serious roblems,.particularly-when the homeowner hires unlicensed The persons.o In this wner acting as Supervisor is cannot results m se p proceed.against the.unlicensed person as it would with a.licensed Supervisor. ties'require,as part of the ultimately responsible. To ensure-that the homeowner is fully aware of his/her responsibilities, responsibilities of amunt Supervisor. On the last page permit application,that the homeowner certify that he/she unders of this issue is a form currently used by several towns. You may care t amend and adopt such aform/certification for use in. your community. Q.\WPFILESWORMS\building permit forms R1:SS•doc Revised 061313. ,N, oETMEra , Town of Barnstable Regulatory Services " s AS& Richard V.Scali,Interim Director a6;q. ♦0 o►w*+' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section,, If Using A Builder as Owner of the subject l property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant I Print Name Print Name Date Q:FORW.OWNERPERI NOSIONP00LS 10/13 . I 7S! STANCC'S aRE OVi-SF-,S LTO ESE USED Foil 'r %, vMLi.� HEDGES. UPC. �4 _ .Lai. Q4- l9 k Y :t, ,\ EMI CHJNrr P/T• e K to 43,09 R)V S7"JS'• MASS. - i ij i I .. o� ;r t �� vc4 a 1 ION f f� WE[4 j LC7C;RTEi� ,N i:;L LoCArio/r COPaF�Fi►.SS T.U.F4E GON`N OF lARi��T/dtLE i �,Z. .pp ?;�!vii:G RLGI;IJ:?.O?►S REGAPDIING °fTSACKS r FFtOtrt STREW UN>E.'S ANC LOT Ui ES. rL C i Ln' aW C S T E R N S U R E T V C 0 M P A N V 0 N E 0 T A E R I C A S 0 L D C S T B 0 N D I N G C 0 M P A N I E S0 G n G U U �DD tl G U ° Effective Date: January loth, 2014 G U Western CompanySurety G LICENSE AND PERMIT BOND G U KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 61906626 U ° U U Thatwe, CHRISTOPHER P COLEMAN and NINA Z COLEMAN G U 0 g of MARSTONS MILLS State of Massachusetts as Principal, ° n and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ° Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of Two Thousand and 00/100 DOLLARS ($2,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until January loth 2015 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thkty� �"M5.,Oays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shgfpl Vet� lieved from any liability for any acts or omissions of the Principal subsequent to said da :13e 9. Vie number of years this bond shall continue in force, the number of claims made jimg, ib his bo the number of premiums which shall be payable or paid, the Surety's total limit of 1 shall not q ulative from year to year or period to period, and in no event shall the Surety's total li l ty� Vai'A� xceed the amount set forth above. Any revision of the bond amount shall not be ° G cufu� tye. �,�•' a ° °J0*° list'%�'� loth January 201. ° Datec �°is day of y ° G U U U G U G U G U 0 U Principal a G G U o Principal n WESTE SURET COMPANY U G 0 $y ; U G U G G o Paul T.Bruflat, 1 r Vice President o n Form 532-12-2011 U U G G G � U I ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 1 Oth day of January 2014 ,before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }4444444444444444bb444444} S. PETRIK p p S AE L NOTARY PUBLIC SQL s 8 SOUTH DAKOTAp 610ry Public—South Dakota }4444444444444bb4b444444} My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF W55 ss (Individual or Partners) COUNTY OF On this 1" la of 1,4�/U� Y —,before me personally appeared �'ji 1S"r(Li z, oi.ew�aa 1N� CrW4 known to me to belthe individual_described in and who executed the fo oing instrument and acknowledged to me that—he— executed the same. MY commission ex ores Ll Public No ry Public i�yyl U(w CO�APAO^�t?'". i:::JF MASSACHUSETI"5 Expires . 12.2014 ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF _ On this day of before me personally appeared.::. d who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C fCS E co A'i a U o w Z A A a Ins Ezz (0 <4 2. w z �l o o w N ;4 � .t o 0 M fr, Q r Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One General Contractor Town of Barnstable bond with bond number 61906626 for CHRISTOPHER P COLEMAN and NINA Z COLEMAN as Principal in the penalty amount not to exceed: $ 2,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed.in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer,or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this loth day of January 2014 ATTEST WESTE N / URET COMPANY By L.Nelson,Assistant Secretary Paul T Bruflat,Vice President STATE OF SOUTH DAKOTA ��': A� COUNTY OF MINNEHAHA ss °d8jd+atBp8866abs44;� � On this loth day of January 2014 , before me, a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }444oe44bbb44bb444bb444444} - 8 S. PETRIK p r EAs NOTARY PUBLIC FS p i SOUTH DAKOTA�p /Sit ♦4b4bbbbb44b44b4bb44444b}My Commission Expires August 11,2016 Notary Public Form F1975-1-2012 ��~ Nina Z. Coleman 275 Pine Street West Barnstable,MA 02668 Home Phone(508)685-1918 Email: cpcoleman@comcast.net Barnstable Building Department 200 Main St. Hyannis, MA January 7, 2014 To Whom It May Concern, I will be submitting my Building Permit application today and I wanted to let you know that we are intending on undertaking the General Contracting duties for our home at 52 Turtleback Road, Marstons Mills. I talked to Bob McKechnie and he suggested that I write this letter documenting our intent to provide the Building Department with the insurance requirements once we hire the subcontractors. At this time we are obtaining quotes from the different trades and we have not entered into any contracts. Please let me know if you have any questions. Sincerely, Nina Z. Coleman ��'e � G . 1 8" Edition Massachusetts Building Code M c K E N Z I E Mass. Version of the WFCM 110 MPH Exposure.B Checklist ENGINEERING Summary of Construction Requirements CONSULTANTS un,aun�.a,S�.endmn„iaca� Project: Coleman.House, 52 Turtlebacks Rd, Marstons Mills. • Per review of location, site is Exposure B • The Mass Checklist has been satisfied. Standard framing connection requirements: Table 2 from WFCM manual. f Anchor Bolt Requirements: 5/8"threaded rods spaced 38"o/c drilled and epoxy grouted into the existing concrete foundation wall into a 3/41"0"hole. Additionally,a rod must be installed between 6"and 12" of each corner. Alternate: Use 5/8"x6"Titen.H.D screws at the same spacing installed.per manufacturer specifications. All sill plates to be connected using 3"x3':xl/4"square plate washers. Floor Construction Requirements: First two joist bays of the floor framing froth each gable end to be blocked with 2x lumber 4' on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails,6"spacing at the edges and 12"spacing in the field). Exterior Wall Requirements: y 4 4 All exterior wall studs t¢be '2x6, 16"on center. The double top plates on the exterior walls to have a maximum splice length of 6 feet and splices to be nailed with 24-16d nails in accordance with Table b in the WI-CM 116/B booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 4- 16d nails per foot for all first floor elevations and 3— 16d nails per foot for all second floor elevations. For all door and window openings,multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required,for opening 5 feet to 9 feet wide,3 kings studs are required,and for openings 1.0-12 feet wide,4 king studs,are required. Refer to the plans for specific opening requirements. For shear and uplift connection of the sheathing,the sheathing is to be nailed as shown on the floor plans.. All nails are to be 18d or equivalent gun nails(.131 x 2'/2"). In order to eliminate the need for.steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2"into the floor box\ n two story walls(Note 4 Sheet attached). 1279 Millstone Rood Brewster,MA 02631 t 774.353.2144 f 774.353.2142 www.mcklengineers.com r ' Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 7x-1 Od nails per side. if blocking is not desired; Simpson H-IOA or H-14A hurricane clips can be substituted and installed on every rafter without blocking.All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with (5) 10 nails per side or use Simpson LSTA 18 straps,from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges,6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110.MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building'code. The contractor is responsible to ensure all connections, nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap, hangar,and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department-and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements statedin this document and attachments.- This review was.completed on plans submitted by Tim Sawyer,Architect and was based on the floor plans and elevations provided. Any changes to these plans.or field changes made may render the requirements outlined in this document nul t nd could result in non- compliance with the:requirements of the wind des' VA or- MARK& E a � o. Mar A. A Pres., Mc i3 g Consultants,.Inc. Attachments: Mass Checklist t AWC Guide.to Wood Construction in High.Wind Areas: 110 mph Wind Zone, Massachusetts Checklist for,Compliance(786'CMR.5301.2.1.1)' Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................:. .......................::........................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ........2 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................8 <_12:12 Q MeanRoof Height ..............................................................(Fig 2)...................................................30 It 5 33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 24 ft 5 80' Q BuildingLength,L ..:...........................................................(Fig 3)...................................................42 It s 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)....................................................1.75 5 3:1 Q Nominal Height of Tallest Opening2 .....I..........................:...(Fig 4)...................................................6_6%6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q ' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..............................................................._.............................................................. Q ConcreteMasonry.................................................................... ................................................................. N/A 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)..................................................... 38 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5).........................................10"in.s 6"-12" Q Bolt Embedment-concrete..........................................(Fig 5).........:...........................................7 in.a 7" Q Bolt Embedment-masonry.........................................(Fig 5)...............:.................:.......:.. in.?:15" N/A Plate Washer .......................................(Fig 5)...............................................a 3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..................................... Q Maximum Floor Opening Dimension...................................(Fig 6).......................................................8ft 5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)........................................................Oft s d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..........,...............................................Oft <_d Q FloorBracing at Endwalls...................................................(Fig 9)........................................................ .......... Q Floor Sheathing Type .:......................................................(per 780 CMR Chapter 55)...............:.................... Q. Floor Sheathing Thickness.................................................(per 780 CMR Chapter 65).................:........3/4 in. Q Floor Sheathing Fastening...............,:.................................(Table 2)..............8d nails at bin edge/12 in field Q 4.1 WALLS Wall Height' Loadbearing walls................:..................... .................(Fig 10 and Table 5).............................8'-4" s 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................8'-4" s 20' Q Wall Stud Spacing ...................................................-...(Fig 10 and Table 5)....................16"in.s 24"o.c. Q WallStory Offsets ........................................................(Figs 7&8).................................................Oft :s d Q 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls...................... ..................:................(Table 5).........................................2x6-8 It 4 in. Q Non-Loadbearing walls................................................(Table 5).........................................2x4-8 It 4 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft aW/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>_O.9W N/A i AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate ' Splice Length ........................................................(Fig 13 and Table 6).........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)............................................................24 [( Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................................................2 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)........................................11 ft 0 in.<_11' Q SillPlate Spans ........................................................(Table 9)..........................................0 ft 0 in.s 11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................4 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................5 ft 6 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..........................................0 ft 0 in.<_12" Q Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...........................................................................6_6"s 6'8" Q. SheathingType..............................................(note 4).........................................................7/16" Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)................:.............3 in. Q Field Nail Spacing..........................................(fable 10).....................................................12 in. I�( Shear Connection(no.of 16d common nails)(Table 10)...................................... ....3 Q.................. Percent Full-Height Sheathing .. able 10 .............................................650/o/66%o Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Maximum Building Dimension,L Nominal Height of Tallest OpeningZ....................................................:............. 6_6"<_6'8" Q Sheathing Type..............................................(note 4).........................................................7/16" Q Edge Nail Spacing.........................................(fable 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table ll).....................................................12 in. Q Shear Connection(no.of 16d common nails)(fable 11)...................................I........................3 Q Percent Full-Height Sheathing.......................(Table 11).............................................34%/63% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)............... 1'-9 <_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(fable 12)..............................................U=203 plf Q Lateral.............................................(fable 12)...............................................L=176 plf Q Shear...............................................(Table 12)............... ................................S=77 pif Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..................................T=138 plf Q Gable Rake Outlooker......................................... (Figure 20)..................1 ft<_smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors fUplift...................................:............(Table 14)............................................U= lb.. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening ...........................................(Table 2).............................8d 0-6"edge/6"field Q f k A WC Guide to Wood Construction in•High.Wind Areas: 110 mph Wind Zone Massachusetts Checklist for.Compliance (780 cMR M0 ' Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1:1 Item 1. If the checklist is met in its entirety then the following metal straps and.hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 16b 2. Exception:Opening heights of.up to Oft.shall be permitted when 5%is added to the percent fulkheigt t sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in-nominal thickness-pressure treated#2-grade. 4 f I i i r ii t { I ' 1 A WC Guide to Wood.Constructionin.High Wind Areas; 110 mph Wind Zone 'Massachusetts Checklist for Compliance(780 CMR•5301.2a1:11)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio_;determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: j i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper-double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band foists,and girders shall be a double row of ad staggered at 3 inches on center per figures below!Vertical and Horizontal Nailing for Panel Attachment WHEN THIS EDGE RESTS ON FRAMING VWEd WJLZ - AT8bc II 11 1 11 11 I 1 11 11 Y 41 1 11 n 4 1 u • t n /1 N 1Y 1 11 11 p 1 11 11 1 11 11; 1 I 1 �Q 11 it � 1 JJ i `•yy b W. i 11 u I a n 11 I 11 11 s 1 6 V y 1 J I, 11 t 1 fSS n u u DOU(!LE EAr� If-,- NAiLSPACYJG PANt_ See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i I .A AWC Guide to Wood.Construction in High Wind Areas 1i6.mph.WiMdZ" Massachusetts Checklist for Compliance'(786 CMR 5301'.2.1.1)' r y s k r r r r I Y/ o FI I Ii. '. F MEMBERSWOFJWEMATE i i I �la, r i { r anti r Lr STAGGERED K NAIL.PATi67N Z PANEL_ �. PANE'_EDGE' ;DOUM E NAIL EDGE SPACWG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.5.0 Compliance Certificate Project Propose New Residence for Nina & Chris Colemam Energy Code: 2009 IECC Location: Marstons Mills, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,123 ft2 Glazing Area 19% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 52 Turtlback Road Nina Coleman Tim Sawyer Marstons Mills, MA 02648 Home Owner 24 Crowell Rd 52 Turtleback Rd Sandwich, MA 02563 Marstons Mills, MA 02648 5083679820 5086851918 tim@capearchitects.com Compliance: Passes using UA trade-off Compliance: 7.7%Better Than Code Maximum UA: 349 Your UA: 322 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. zing Assembly or R-Value R-Value . Door UA Perimeter U-Factor Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,008 30.0 0.0 0.033 33 Floor 2:All-Wood Joist/Truss:Over Outside Air 107 38.0 0.0 0.026 3 Wall 1:Wood Frame, 16" o.c. 2,531 21.0 0.0 0.057 117 Window 1:Wood Frame:Double Pane with Low-E 410 0.300 123 Door 1: Glass 60 0.320 19 Ceiling 1: Cathedral Ceiling 1,008 38.0 0.0 0.027 27 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,'and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in Scheck Inspection Checklist. Tim Sawyer, Architect (#50399) ;�� 1.6.2014 Name-Title Signature Date Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Pagel of 8 r REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified, Field Verified Complies. Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies ;Requirement will be met. [PR1]1 documentation demonstrate ❑Does Not .:energy code compliance for the ;building envelope. ❑Not Observable ❑Not Applicable ; 103.2, ;Construction drawings and ❑Complies ;Requirement will be met. 403.7 documentation demonstrate ❑Does Not [PR3]1 :energy code compliance for ® ;lighting and mechanical systems. [-]Not Observable :Systems serving multiple ❑Not Applicable ; !,dwelling units must demonstrate n ,compliance with the commercial code. 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads Aj per ACCA Manual J or ; Cooling: Cooling: ;❑Not Observable ' other approved methods. Btu/hr Btu/hr ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 2 of 8 2009 IECC Foundation Inspection w Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies :Exception: Requirement is not applicable. [FO1112 protect exposed exterior insulation 1❑Does Not U and extends a minimum of 6 in. below ; ❑ grade. : Not Observable ❑Not Applicable ; 403.8 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not u ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: l 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 3 of 8 f Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.10 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑ ;table for values. Does Not 402.3.3,402.5 :[]Not Observable [FR2]1 :[--]Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance []Does Not ;with the NFRC test procedure or taken from the default table. ❑Not Observable ; ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U U- ;❑Complies ;Exception: Requirement is [FR8]1 :space have a maximum ;❑Does Not ;not applicable. ;fenestration U-factor of 0.50 in ;Climate Zones 4-8. New glazing ;❑Not Observable separating the sunroom from ; ;❑Not Applicable ; ;conditioned space must meet ; ;code requirements. ; 402.3.5 ;Sunrooms enclosing conditioned U- ; U- ;❑Complies ;Exception: Requirement is (FR9]1 space have a maximum skylight ;❑Does Not :not applicable. ;U-factor of 0.75 in Climate Zones ;4-8 ;❑Not Observable ❑Not Applicable 402.4.4 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/C5A 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]z sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies ;Exception: Ducts located [FR12]1 :insulated to>_R-8.All other ducts R_ R_ ;❑Does Not completely inside the .;in unconditioned spaces or :building envelope. outside the building envelope are: ;❑Not Observable insulated to>_R-6. ; ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies !Requirement will be met. [FR13]1 :air handlers,filter boxes, and ❑Does Not building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable ; 403.2.3 Building cavities are not used for ❑Complies ;Requirement will be met. [FR15]3 supply ducts. ❑Does Not J ]Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies :Exception: Requirement is (FR17]2 above 105 OF or chilled fluids ;❑Does Not not applicable. J below 55 OF are insulated to>_R- 3 ; ;❑Not Observable ;❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies ;Exception: Requirement is [FR18]2 pipes are insulated to R-2. ;❑Does Not :not applicable. 'Ql UNot Observable ; ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not U intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: O1/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 4 of 8 f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable - - ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;❑ Wood ;❑ Wood :❑Does Not ;table for values. 402.2.6 Steel [IN1]1 ❑ ;❑ Steel UNot Observable ; ;❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.6 :manufacturer's instructions, and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a R- ; R- :[]Complies ;See the Envelope Assemblies 402.2.4, :mass wall with at least Y2 of the :❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.5 ;wall insulation on the wall ; [IN3]1 ;exterior,the exterior insulation mass ❑ Mass QNot Observable requirement applies. ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per - ❑Complies :Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ® ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a ; R- ; R- ;❑Complies ;Exception: Requirement is [IN8]1 :minimum R-value of R-13. New :❑Does Not not applicable. ;walls separating the sunroom ; ,from conditioned space must ❑Not Observable meet code requirements. ! ;❑Not Applicable 303.2 ;Sunroom wall insulation installed ❑Complies ;Exception: Requirement is [IN9]1 ;per manufacturer's Instructions. ❑Does Not ;not applicable. ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R- ; R- ;❑Complies ;Exception: Requirement is [IN10]1 insulation R-value of R-19 in ;❑Does Not :not applicable. ;Climate Zones 1-4, and R-24 in ;Climate Zones 5-8. ❑Not Observable ❑Not.Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies ;Exception: Requirement is [IN11]1 installed per manufacturer's ❑Does Not :not applicable. instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value.Where ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, :> R-30 is required, R-30 can be Wood ;❑ Wood ;❑Does Not table for values. 402.2.2 ;used if insulation is not Steel ❑ Steel ;❑Not Observable [Fill' ;compressed at eaves. R-30 may be used for 500 ft2 or 20% ; ;❑Not Applicable (whichever is less)where , sufficient space is not available. ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [FI2]' :Blown insulation marked every ® ;300 ft2. []Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]' :insulation >_R-value of the :0Does Not adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.2, ;,Building envelope tightness ACH 50 = ; ACH 50= ;❑Complies ;Requirement will be met. 402.4.2.1 :verified by blower door test result: ;❑Does Not [FI17]' :of<7 ACH at 50 Pa.This requirement may instead be met ; ;❑Not Observable via visual inspection, in which ❑Not Applicable ;case verification may need to ; occur during Insulation ; Inspection. 402.4.3 Wood-burning fireplaces have - ❑Complies ;Exception: Requirement is (FI8]2 gasketed doors and outdoor ❑Does Not :not applicable. combustion air. ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness ; cfm cfm ;❑Complies ;Requirement will be met. [F14]' :test result of<_8 cfm to outdoors, : ❑Does Not � ;or<_12 cfm across systems.Or, rough-in test result of 56 cfm :❑Not Observable across systems or<_4 cfm I ;❑Not Applicable ; without air handler. Rough-in test ;verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies :Requirement will be met. [F19]2 installed on forced air furnaces. ❑Does Not []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not :not applicable. Q) ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies :Requirement will be met. [FIll]2 systems-have automatic or ❑Does Not J accessible manual controls. [-]Not Observable ❑Not Applicable j 403.9.1 Readily accessible switch on ❑Complies ;Exception: Requirement is [FI12]3 heaters for swimming pools. ❑Does Not :not applicable. �J ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies ;Exception: Requirement is [FI19]3 and pumps are present. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments/Assumptions & Req.ID 403.9.3 Heated swimming pools have a ❑Complies :Exception: Requirement is [F120]3 cover.Covers on pools heated ❑Does Not :not applicable. eJ over 90 QF are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent ❑Complies :Requirement will be met. [FI6]1 fixtures are high efficacy lamps. ❑Does Not ® ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable 10Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Propose New Residence for Nina & Chris Colemam Report date: 01/05/14 Data filename: C:\Users\TSawyer.BLFR\Personal Work\Coleman\Coleman_REScheck.rck Page 8 of 8 i 2009 IECC Energy Efficiency Certificate . Insulation Rating R-Value Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma u �i�, p Parcel Appliq- i # _ � Health Division Date Issued? Conservation Division ©Ap ~ j plication t A G, Planning Dept. Perrhit,Fee� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address ,Soi� -14 Village tif 'S A?� '004 .Owner A4*Z- �� '` Address T61ephone 508 " 6S 5 ^ /17/9 Permit Request M hA kaUz (� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 'Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑-No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes 0 No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name / Telephone Numb/e7r _- 02 3 'Address PO 13ox 91? License # A40�,p Home Improvement Contractor# A6y/42 Email -Worker's Compensation # WC-t-3/-9- 3766,, 'Y-Q3g ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO po's.Xo r•t_• SIGNATURE DATE 0� •oZ J FOR OFFICIAL USE ONLY APPLICATION# 7o DATE ISSUED ` MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: FOUNDATION FRAME 544&c® KZ 7�i'f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL GAS: ROUGH FINAL �> FINAL BUILDING DAT,&CLOSED OUT. AWSq�,tATION PLAN NO. is AL The Commonwealth of Massachusetts r„ Department of IndustrialAccidents iOffice of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers'_Compensa#on Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Name(Business/Organization/Individual): 4i1/fie/ 13/1&14 (/t AP711Y{/ 4 &,' f Address: >D /6OX Ow City/State/Zip: &aAxlj OzbO/ Phone Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance Romp.insurancinsurance $ required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no 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 wbo 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. 1 am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: bVCa2 .31S—37"5 —0-33 Expiration Date: g Job Site Address: 5� ro 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c e p and penalties of perjury that the information provided above is true and correct Sip-nature: Date: 2• L 5-. ` Phone#: 5- 2-3 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#: i Information and Instructions r• �. . Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as""an individual,partnership,association,corporation or other legal entity,or any two or more of 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 grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)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 who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"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." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit 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 permit 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. Self-insured companies should enter their . self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed 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 the permiVlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MAS8AFE Revised 4-24-07 Fax#617-727-7749. www.mass.gov/dia "'E Town of Barnstable : Regulatory Services � M Richard V. Scali,Interim Director a 1659. A�O� �Ep Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, JZ-) Construction Supervisor License # 0970GZ 47 , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# i issued to (property address) on , 20-1 The following documents`are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) 4SE�HOLDER DATE q/forms/newcontrb rev:103113 i L Town of Barnstable Regulatory Services NAM Richard V.Scali,Interim Director 16;q. �e ''�a►�a'�' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder as Owner of the subject property , ` __ P Pay hereby authorize 0m, Ir //�__ l 44--a— to act on my behalf, 1 in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. Signature o Owner of Applicant Print Name Print Name Date i Town of Barnstable Regulatory Services ' oFziae Richard V.Scali,Interim Director Building.Division ' uwaHcr�nr.F Tom Perry,Building Commissioner 9� 1 �� 200 Main Street, Hyannis,MA 02601 gFO � www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6250 HOMEOWNER LICENSE EXEMPTION ; Please Print DATE. JOB.LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work Rerformed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Appioval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often results in serious problems,.partici larly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q-\WPFMM\FORMS\bmldmg permit fonns\EXPRESS.doc Town of Barnstable Regulatory Services snuvsres�. • Richard V. Scali,Interim Director �fp Ir1f", Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR A-�/�roc. ��iw , owner of property located at 41 1 s' � Y certify that fY Wno longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#oW1400/4 3 , issued on 16 201� I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. JA41 .w/ 6 � 4/ PROPERTY wNER DATE q/forms/newcwntrowner reference R-5 780 CMR rev:103113 i . Massachusetts - Department of Public Safety Board of Building Regulations and Standards i Construction Supervisor License: CS-097029 DZNUTRY NIAZREIKA P.O.BOX 2881 HYANNIS NIA 01601'. Expiration Commissioner 10/0812014 t0anvnaa�zcuea�C�z a�P/j/`uaoac�uael�r- Office of Consumer Affairs&Business Regulation OM IMPROVEMENT CONTRACTOR Type: egistration: ;164148 private Corporatio Expiration:,=^911I2015_. BELPORT BUILDING`eREMODELING,LLC. _ MAZHEIKA DZMITRY 60 JOSIAHS PATH Undersecretary ,WEST BARNSTABLE,MP 0266$ I T Parcel Detail Page 1 of 3 4 i H E rok ...,� �•,, MASS' �;' "SF(` �+FF' '/• J. �L s+ :5:, 4 s..F^ y ,,,..K', OpplED M9�. Ati4 ,F' - eK�r« � /%//./y vI(/tJ�%!II/C/��;��••-.'v �"�^'�.s,. Logged In As: Parcel Detail Wednesday,January 15 2014 Parcel Lookuo Parcel Info Parcel ID Developer LOT 304 Location 52 TURTLEBACK ROAD I Pri Frontage 1125 Sec Road I Sec Frontage Village IMARSTONS MILLS I Fire District I C-O-MM Town sewer exists at this address I No I Road Index 1747 Asbuilt Septic Scan: Interactive 047084 1 Map 047084 2 Owner Info Owner ICOLEMAN, CHRIS P&NINA Z I Co-owner Streetl 152 TURTLEBACK RD I Street2 city IMARSTONS MILLS I StateFm—Al zip 02648 I Country Land Info Acres 0.86 Use I Single Fam MDL-01 I Zoning I RF I Nghbd 0105 Topography Above Street I Road Paved utilities Septic,Gas,Public Water I Location Construction Info Building 1 of 1 Year 1977 I Roof Gable/Hip I Ext Wood Shingle Built Struct Wall Living 0 I Roof Asph/F GIs/Cmp I AC None I - .<4z , Area Cover Type a F0 34 Style Modern/Contempt wall nt(Drywall I Bed Rooms 2 Bedrooms sir`' Int Bath d rBi15 Model IResidential I Floor Carpet I Rooms 12 Full I BMf' Heat Total Grade Average I Type Hot Water I Rooms 5 Rooms I 42' - Heat Found- StoriesFOBS` K >11 1 Story I Fuel OII t ation Typical t �z4 1 18 Gross 0 I Area I Permit History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=3276 1/15/2014 Panel Detail Page 2 of 3 e Issue Date Purpose Permit# Amount Insp Date Comments 11/18/2013 DEMO DW-FIRE 6/11/13 8/14/2013 Demolish 201305588 $8,800 12:00:00 AM TOTALLED-FNDN& RETAIN WALL WILL REMAIN 1/23/2003 Out Building 66585 $300 6/23/2003 12:00:00 AM 8/19/2002 New Roof 63353 $3,800 1/3/2003 12:00:00 AM 8/1/1994 Addition B36953 $6,000 1/15/1995 MM PORCH 12:00:00 AM 3/1/1977 Dwelling B19008 $p 1 00 AM 122:00:00:00 MM 1 ST Visit History Date Who Purpose 11/18/2013 12:00:00 AM Robin Benjamin In Office Review 7/26/2013 12:00:00 AM Nancy Finch In Office Review 6/12/2013 12:00:00 AM Nancy Finch In Office Review 2/14/2008 12:00:00 AM Nancy Finch In Office Review 8/17/2007 12:00:00 AM Jeannette Kirwan In Office Review 5/18/2007 12:00:00 AM Jeannette Kirwan In Office Review 9/12/2005 12:00:00 AM Paul Talbot Meas/Est 6/23/2003 12:00:00 AM Martin Flynn Outbuilding Insp Only 3/31/2003 12:00:00 AM Paul Talbot Meas/Est 1/3/2003 12:00:00 AM Martin Flynn Drive by inspection only 3/19/1999 12:00:00 AM I Donna Dacey Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 12/23/2002 COLEMAN, CHRIS P&NINA Z C167711 $250,000 2 3/20/1997 RANGEL, BARBARA A C143874 $112,000 3 5/15/1991 OSHEA,TERENCE&LAURIE C123207 $93,000 4 5/15/1985 STEVENS, DAVID P&CYNTHIA C101269 $85,500 5 10/23/1980 1 CLIFFORD,JAMES J IC83345 1 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2014 $16,100 $0 $0 $122,300 $138,400 2 2013 $92,500 $44,300 $3,200 $122,300 $262,300 3 2012 $93,500 $42,700 $2,500 $122,300 $261,000 4 2011 $134,600 $9,000 $2,500 $122,300 $268,400 5 2010 $133,300 $9,000 $2,700 $122,300 $267,300 6 2009 $113,000 $9,400 $1,300 $160,100 $283,800 7 2008 $129,900 $9,400 $1,400 $166,900 $307,600 9 2007 $129,100 $9,400 $1,400 $166,900 $306,800 10 2006 $115,400 $9,400 $1,400 $181,300 $307,500 11 2005 $113,600 $9,700 $1,400 $140,100 $264,800 12 2004 $92,300 $9,700 $600 $140,100 $242,700 13 2003 $86,800 $9,700 $0 $51,200 $147,700 14 2002 $86,800 $9,700 $0 $51,200 $147,700 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=3276 1/15/2014 Parcel Detail Page 3 of 3 15 2001 $86,800 $9,700 $0 $51,200 $147,700 16 2000 $67,200 $9,400 $0 $32,500 $109,100 17 1999 $60,300 $5,600 $0 $32,500 $98,400 18 1998 $60,300 $6,400 $0 $32,500 $99,200 19 1997 $69,400 $0 $0 $27,900 $97,300 20 1996 $69,400 $0 $0 $27,900 $97,300 21 1995 $65,800 $0 $0 $27,900 $93,700 22 1994 $65,500 $0 $0 $37,600 $103,100 23 1993 $65,500 $0 $0 $37,600 $103,100 24 1992 $74,200 $0 $0 $41,800 $116,000 25 1991 $74,300 $0 $0 $51,100 $125,400 26 1990 $74,300 $0 $0 $51,100 $125,400 27 1989 $74,300 $0 $0 $51,100 $125,400 28 1988 $59,500 $0 $0 $17,500 $77,000 29 1987 $59,500 $0 $0 $17,500 $77,000 30 1 1986 1 $59,500 $0 $0 $17,5001 $77,000 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=3276 1/15/2014 Assessor's office(1st Floor): �y S Assessor's map and lot num 9 = 7 +O b�T S C- o*THE>O - - SEPTIC SVSTEM MUST BE ��°��`•'� Conservation(4th Floor): lid �° e Board of Health(3rd Ito I - ` OMPLIt�'NCE »t DsaTtDte Sewage Permit number 7 ;� WITH "TITLE LE 5 � rua Engineering Department(3rd floor): NVln$®61sdE�f1R !' = '; �® °0�1639.``,� House number i �i "�.'tV �'T:_}v.,�,, Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30 9:30 A.M.'and 1:00-2:00 P.M.only r= TOWN , OF BARNSTABLE 1BUILUNG ) INSPECTOR APPLICATION FOR PERMIT TO t TYPE OF'CONSTRUCTION &,&t2 kZt�A/ 000, R i 19 TO THE INSPECTOR OF BUILDINGS: r The undersigned hereby applies for a permit according too the following information: Location Sa �� Proposed Use 5 Zoning District �5 Fire District l/ ��., � 1W Name of Owner .P//r Address Name of Builder �/w/ �� Address �� ,fA • � `�� iI a Name of Architect /� t�fi� ��V Address INumber of Rooms �� ' Foundation , Exterior Roofing � �!/Pr ;e Floors AF al, 1. j Interior ZZ Heating Plumbing Fireplace "- Approximate Cost Area Diagram of Lot and Building with Dimensions Fee r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations o of Bar"stable regarding the above construction. f, Name AOMJO C-AI Construction Si ipervisor's License ev Y Z Z' r G'SHAY, TERRY No Permit For BUILD PORCH Location- 52 Turtleback Rd. Marstons Mills Owner' Terry O' Shay Type of Co struction t Plot Lot ' Permit Granted August 12,• ; 19 94 Date of Inspection: Frame 19 CInsulatiori 19 11',Fit$pIa6e 19 Date Completed - 19 , t . t + t f r Y ATa1P�#$!'�°4d!�fr� �Un,r�� 3r*Af*CF_S 16RE OVi-SSTS TO BE USED f=OV: ��. trP.f#C�i.3, WA14..s, MEDQEs, El`C. 3.03 ol ,�,IFdop Lac+�w,�N't uC Sr71�1 �� ' ,s�s' zs# EX 1,S i�/Y(�" �G UJt�D�9 T/G,•1,� I /to I�t�k'/v'S7'%�i'• .�L�" /MASS. i ii P r + �E'�t�ins J4 G.Rt�ss m 1%N i WZ7t� 1.�+3rdA• 1 IvCL4 ?t;,1 {i .J.� i-.S S`C).'` i A?.'r1 i LoGA T/o/1 _ 1( Ct)P�FOR+•SS iv iNc �01�t� OF ?O!viNt3 RIG',jUT',O!+S REGARDING 9fTdACKS j ! fF7CIh` STRE-1 UNZ\ A14C i 01 L"ES. .7` v '. �L �' ,�A G ' O A D i ;'. r r I .:.,. zA a w ' Moo COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY la _ I ONE ASHBORTON PLACE -. OF O MASSACHUSETTS BOSTON,MA 02106 LICENSE CAUTION � .S. ' CONSTR. SUPERVISOR EXPIRATION DATE FOR PROTECTION AGAINST 04/08/1996 EFFECTIVE DATE LIC-NO. THEFT, PUT RIGHT THUMB RESTRICTIONS 0 6/30/19 93 014224 PRINT IN APPROPRIATE NONE BOX ON LICENSE. c > ,i O H N C BLASTING B O W D E N OPERATORS z 28 LADYSLIPPER LAME �,0;i. C MARSTONS MILLS PEA 0204 MUST INCLUDE PHOTO. Z 4 CC - PHOTO(BLASTINGOPRONLY) FEf 0 1)ri { t'f� ,� LJ 4=.�• U V•l.�V I NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY i HEIGHT: STAMPED-D RE OF THE COMMISSIONER / _ SIGN NAME IN FULL ABO SIGNATURE LINE. THIS DOCUMENT MUST B' SIGNATURE OF UGENSEE I CARRIEDON THE PERSON THE HOLDER WHEN EN OTHERS-RIGHT THUMB PRIM GAGED INTHISOCCUPATIOt• asset' . COMMONWEALTH OF "S1�C USETTS CO MMO DEPARTMENT OF LNDUSTRIAl.ACCIDENTS 600-WASHINGTON STREET BOSTOM.MASSACHUSEIZS 02111 fames Canaoei. Cor m!ss,oner WORKERS' COMPENSATION INSURANCE AFFIDAVIT I Project Pros, Inc. (licensee/permittee) with a principal place of business/residence at: \ 73 Falmouth Road, Hyannis, MA. 02601 (City/State/Zip) do hereby cerrify, under the pains and penalties of perjury.that-. I am an employer providing'thc following workers' compensation coverage for my employees working on this job. AMERRIM POLICYHOLDERS INS. CO. WCC2022410193 Insurance Company Policy Numbs ( ] I am a sole proprietor and have no one working for me ( J I am a sole proprietor, general contractor or homeowner.(circle-one)and have hired the contractors listed below who have-the following workers' compensation insurance policies: Name of Contractor Insurance Company/Policy Number Dame of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number 0 i am a homeowner performing all the work myself. NOTF-.-Please be aware that while homeowners who employ persons to do maiatenanee,construction or repair work on a dweiiint of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workers' Compensation Act(GL C 152,sea- 1(5)),application by a homeowner for a license or permit may evidence the legal status of an employer under the Workers' Compensation Act. I understand that a copy of this statement will be forwarded to the Department of Industrial Accidents' Office of Insurance for coverage venivation and twat:auure to secure coverage as reouirec under Section 25A'of MGL 152 an lad to the imposition of criminal penalises consisti'rie of a fine of up to si 500.00 and/or imprisonment of up to one year and civil penalties in the form of a Stop Work Order and a fine of S 100.00 a day against me. Signed this day of • 19 061290 Liccrs:_iPc::r.i;;ce ce .so iPermnmr • Assessor's map and lot number .M........ ....1....... ..-I �n / �'` - 3-/s- 7 6 K -� SEPTIC SYSTEM MUST BE Sewage Permit number �1.................................... INSTALLED IN COMPLIANCL " """""' ' ""' WITH ARTICLE II STATE QyOFTHEtp�♦ TOWN OF BARNS AND TOWN Z $8.$BSTADLE, i 9�0 3" BUILDING INSPECTOR 9 \e�0 APPLICATION FOR PERMIT TO ....&,�......................................................................................................... TYPEOF CONSTRUCTION ......... etr ............................................................................................................. ........tt2j.-jq��.......Z...............19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...4aa`.......... A ........... ..../kK•............ ........................................................ ProposedUse .. 'c��•,�. ......, s ,r................................................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Nameof Owner ..P,.¢, t,a,,.. .... nrn..........................Address .................................................................................... Name of Builder :ct...........Address ......Le... ...1 .a4-p.- .4....74,0�........................... Name of Architect w,n...........................Address ...f ....................... . .�Q ?! ..... Number of Rooms ..... !ti 4.'..............................................Foundation Po- l•....CP.. ....................................... Exterior ..... .....................................................................Roofing ..... li ............................................................. Floors .....C4: ....................................................................Interior ...;P-Ad.Z ............................................................. Heating1{(.. ..CC.a.......... ..................................................Plumbing ...A-.-A....X.0 t.C........................................................... Fireplace ......% ., ........................................................Approximate Cost ..Q��.s...�v...........0................... Definitive Plan Approved by Planning Board ________________________________19________. Area ..J......... .................. Diagram of Lot and Building with Dimensions Feeig Z� SUBJECT TO APPROVAL OF BOARD OF HEALTH .3 26. 3Y % V i I 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .�!�.� .� ...�:...��:.. :............ Brown, Peter G. No ....I.9OQ&.. Permit for ...QUO...$AQXY.............. ........................ Location ..L.01.11D.C.Tux:tlabArak..Road......... .............Ma rs.tons..M 11A................................... Owner ....PP-ter..G....BX.Q=............................... Type of Construction .....Wood.1rame............... ................................................................................ Plot .................:.......... lot ......#304:................. Permit Granted ........ TCb. .15..............1977 Date of Inspection ... '�y �...........�;...,9 Date Completed ,7/ ...............19 PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's map and lot number . J ,�✓� G Sewage Permit number ......................................................... TOWN OF BARNSTABLE Ii BAWST"LE, i ,6 q BUILDING INSPECTOR CEO UP 6'• _ APPLICATION FOR PERMIT TO ....? ...: z %`.......................................................................................................... TYPE OF CONSTRUCTION .......,!:.. ............................................................................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... . 7®Y .4 ._ ' Proposed Use .... ....... .<F� ................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Nameof Owner .. :.......��....109..v,,.rr..........................Address .................................................................................... Name of Builder ....�.�......._'............... ............Address F �,.� Name of Architect ..�� °.:..... ��.,,N � �r ...........................Address ... ....!...�� u�. a�.o•� �::�. , Number of Rooms ...... `�.�r..............................................Foundation f.��:::� .� a�.a, �� .........:....................................................... Exterior Roofing ....... • ....y......... .. Floors ...:.F Interior ...:.::: e:"....::. .. ................................................................... Heating ..; ..........: ::...................................................Plumbing ...L::........................................................................... Fireplace ......._ ,. .... ....:.. ......................................................Approximate Cost Definitive Plan Approved by Planning Board ---------------____-----------19--------. Area ..° �..f 6� Diagram of Lot and Building with Dimensions Fee , SUBJECT TO APPROVAL OF BOARD OF HEALTH _-. m.j,2b. 3Y i� e � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name � :: ��... `�.........:�:.....:: :;::.............. Brown, Peter G. _M47- L84 No 19008..... Permit for ,one, stork.............. Aliftgkiq.1 44.1y dwellin&........................... Location Lqt..#.3.9A..Turt1iback Road .......................................... .......... ............................................ Owner ... Brown ........................................... Type of Construction ..wood............. frame........................... ................................................................................ Plot ............................. Lot 13.0.4...................... Permit Granted .......Xarlc � j 5...............19 77' Date of Inspection .........:... ...................19 19 Date Completed ............................. ........19 PERMIT REF SED ................................................................ 19 ................ ............................................ ............. ..... .... ... ................................... .. ....................................... ........... .. .......... ..... . ......... ............ r. ..... ............ ......... . .. Approved ................................I ................ 19 r7WT ........................................... ................................ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d� Parcel application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Village Owner�' �5 �ov�//,(� �OL�GrJ/�V Address o� Telephone o 6 8 S �j 108 Permit Request l7C�►'1(��-�) C�4�/ / / C_ Q(,yS� Lr�f�-5 -1-01AL-E D 4C /V 6ZI A-/l d) ftVA�IViA(C- L��4LL I!� NET J� ,I l'}'�OZI 57}�-/� Square feet: 1 st floor: existing Mproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: . ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V-' Two Family ❑ Multi-Family (# units) Age of Existing Structure \I+-T Historic House: ❑Yes rJ-PQo On Old King's Highway: 0 Yes C046' Basement Type: UKII 0 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: 1:9 existing —new Total Room Count (not including b�thsx existing new First Floor R� t CounHeat Type and Fuel: ❑ Gas ❑ Electric ❑ ther ® � o Central Air: ❑Yes Fireplaces: Existing New Existing wood/coal stove: ❑cos wl o Detached garage: ❑ existing ❑ new size—Pool: 0 existing ❑ new size _ Barn: ❑ existing J, newt, size Attached garage:: xisting ❑ new size _Shed: El existing ❑ new size _ Other: .� C) _ N Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ® No If yes, site plan review# Current.Use_ ie.6 i JP4�a, Proposed Use Re,5 t r4l c, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �V Name l n fit, & ( 0_k�&tl Telephone Number Address 92)rm: T-W V�- 0C��- License # l 121 r1 e, 6 Home Improvement Contractor# (XD• ?�(Irlb"l-C- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 1��/ �C DATE 12 I t; FOR OFFICIAL USE ONLY APPLICATION# 'S DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 . Y - Y DATE OF INSPECTION: b ;<FOUNDATION.. 5, FRAME INSULATION FIREPLACE ;k ELECTRICAL: ROUGH FINAL 7 PLUMBING: ROUGH FINAL r` GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - — — . 2?:e-Commonwealth-of-Massachusetts__ _ Department of IndustrialAccidents Office of Investigations. 600.Washington Street. Boston,AM 02111 www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly C Name (Business/Organialion/Individual):_N/ /( , a 4 �-Address:--- �Z�1f�� T�-�i��-�J�, � • I y � � Uy`�\� \-City/State/Zip:__ VA 00(0 3a ' Phone#: Are you an employer?Check the.appropnate box: Type of project(required): 1.❑ I an a employer with �4.��.Ya general contractor and I employees (full and/or part-time). * J have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. .❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp,insurance comp. msurRnce.# 9. Building addition r required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions ❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no 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 contractorsmust submit a new affidavit indicating such. LContractors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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. 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 5#da the-pain and pen of perjury that the information provided above is true and correct Si e: i Date: PPhone 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#: I formation'. -acid-Instru�cti�o�rs- Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this-statute,.an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An eployer is deed.as"an individuals partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in joint enterprise,and including the legal representatives of a deceased employer,or the I j 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 grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." MGL chapter 152, §25C(6)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 who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"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 in requirements of this chapter have been.presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along with their cerlificate(s),of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required Be.advised that this affidavit 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 permit 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. Self-insured companies should enter their self-insurance license number on the appropriate lime.. City or Town Officials 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 the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and fax number- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington.Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617'727-7749 evised 4-24-07 www.mass.gov/dia . Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET { OSTERVILLE,MASSACHUSETTS 02655 , os www.commwater.com OFFICE OF r �� BOARD OF WATER M^(ISSIONERS WATER WATER SUPERINTENDENT DEPT. TEL.No.508-428-6691 FAX.No.508-428-3508 August 8, 2013 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 RE: 52 Turtleback Road, Marstons Mills To Whom It.May Concern: This letter is to inform you that currently COMM Water Department does not list a.water service at 52 Turtleback Road in Marstons Mills. If you have any questions regarding the above-mentioned property do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30 PM. Thank you. Sincerely, Glenn Snell, Asst. Superintendent Centerville-Osterville-Marstons Mills Water Department GS/bf I Aug. 13. 2013 11 :59AM NSTAR-SUMSW3 No. 6235 P. 2 ,O NswAR NSTAR Electric&Gas Company bne NSTAR wey,Westwood,Massachusetts 02090-9230 EL 9C TH/C GA S August 13, 2013 Nina Z. Coleman 52 Turtleback. Rd, Marstons Mills, Ma 02648 RE: 52 Turtleback Rd, Marstons Mills, Ma 02648 Dear Nina Z. Coleman: This letter will serve as confirmation that the electric service at 52 Turtleback Rd, Marstons Mills, Ma 02648, has been removed as of 08/13/13. Based on this information, there is no electric power to this building and you may proceed with the demolition, If you have any questions, please contact me at (888) 633-3797 Sinc r• ly hm aine Fo es N Connections Office CIC/)=NewTemplaIe national roil �J August 6, 2013 Attn: Nina Coleman Re: 52 Turtleback Rd., Marstons Mills. MA. This letter is to notify you that after our investigation it has been determined that there is no gas being supplied to 52 Turtleback Rd., Marstons Mills, MA. +661 �. • Gas Customer Fulfillment US National Grid r : TOv.i bf;Barnstable Regulatory Services tIlAilrisTF Thomas,R.Gerler,Director .�639• �,�� : . ' . : . Building Division - , Tom P $mldh*Cotuds.sioner. 200 Main Street, Hyamiis,kk 02601 wwwADwn.barnstableana.us i ffice: 508-862-4038 `-Q rylccf) Fax 508-790-6230 • •' HOMEOWNERLICENS&EXEMP_2'ON� ' .... Please Print-.--- DATE: ` •`. JOB_LOGATION-- number - street. vllage name home phone# �Q work phone# CURRENT MAILING ADDRES/4-� 1�— SA' city/town state zip code- The current-exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as - DEFINMON OR HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures..A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Buildiag'Official,that he/she shall be > onsible for all such work performed under the building permit- (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minirrurm inspection procedures and requirements and that he./she will comply with said procedures and requrreme Signature of Homeowner Approval of Building Official. Note: Three-family dwellings containing 35,000 cubic feet 'or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMI;OWNLR'S EXEMPTION The Code.'states that "Any homeowner perfaraung work for whicb.a building permit is required shall be exempt from the provisions of this section(Section•109.1.1-Licensing of construction Supervisor;);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemptionthat are unaware at they are assuming the responsibilities of a supervisor(see Appendix Q, -Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lark-of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed personas it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible ' To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that belshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification forhse in your community. Q:farms homeexempt :Town of Barnstable galafory ervices Thomas R.Geiler,Director. hi, Building-Division Tom Perry,Balding Commissioner. 200 Main Street,Hyannis,MA"02601 �rvPw:town.barnstable.ma.us Office: 508-862-4038 Fax:`50.8-790-6230 Property Owner Must " Complete and Sign This Section If Using A Builder. as Owner of the Subjectpropeity hereby authorize to act on my behalf in aH matters relative to work authorized by this building perwit (Address of Job). Pool fences.and alarms are the responsibility of the.applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted, Signature of Owner Signature of Applicant' Print Name Print Name Date Q:FOMS:OWXEkFOUvMSIONPOOLS 622012 ��® CERTIFICATE OF LIABILITY INSURANCE DA(MW THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER co TAc Leslie Hickey e Y President Insurance Agency PHONE Firth (617)773-8800 FAx VC No (617)773-9808 250 Copeland Street pAIL .lhickey@president-ins.com INSURE S AFFORDING COVERAGE NAIL A Quincy MA 02169 INSURER AArbella Protection Insurance INSURED INSURER a Atlantic Charter Insurance EDGENE FRIEH INSURERC: P.O. BOX 1063 INSURER D: INSURER E: Marstons Mills MA 02648 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1312402211 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE Of INSURANCE ADDL B POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY A MIS e $ 100,000 A CLAIMS-MADE FxI OCCUR 8500023749 2/26/2012 2/26/2013 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 500,000 GENERAL AGGREGATE $ 1,000,000 LA LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED S NGLE LIMIT Ea accident) $ A ANY AUTO BODILY INJURY(Per person) $ 100,000 ALLAUT OWNEDX SCTHEDULED 020011319 /1/2013 /1/2014 BODILY INJURY $ 300,000 NON-OWNED PROPERTY 000DAMAGE $ 100 HIRED AUTOS AUTOS Pcdclan'j Medical Payrnents, $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LU18 HCLAIMS-MADE AGGREGATE $ OED RETENTIONS $ B WORKERS COMPENSATION X I VJC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBEREXCLUDED? ® EA NIA (Mandatory In NH) WCV00834402 /11/2013 /11/2014 E.L.DISEASE-EA EMPLOYEE $ 100,000 Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remaft Schedule,if more space is reored) RE: 52 Turtleback Road, Hartston Hills, HA 02648 Operations usual to the business of the insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Nina Colman ACCORDANCE WITH THE POLICY PROVISIONS. 275 Pine Street West Barnstable, MA 02668 AUTHORIZED REPRESENTATIVE Leslie Hickey/LESLIE ACORD 26(201 OJOS) ©1988-2010 ACORD CORPORATION. All rights reserved. INA07.1;mninn5a m Tho Arnon nnma anA Innn Oro rcnicfnrarll martrc of annpil Fire displaces Marstons Mills family CapeCodOnline.com Page 1 of 1 !L� �✓ ,.�E-., p�+iit /h ,C`�_ yKy771 Wf€t „' Y IT ��RY��-�y +IMF.4!jIMTIY,! 4'"..SC.f .w.,. '� atoy `_s„ i :Mi IT'-' jam• .4' M. wJ. Y >• - ✓.,t .> ,�} � iy a y.r a.`�v-r Z!K.• M�w�ii.»+.c..Y>�G� .i5}°'�n,*Lp,�'�`'� f�;v�t[ i • ® O + >'-ALL„��-' .L-i: ,y ,;�.�_r��tr �. .p, .NS .,•rk rtM.+o' .h I ./ uxi-� ` err -d��kr._„ '!'lv':�',�'�,.,:�``� ,,9 YtL.r•'' 1 Fire displaces Marstons Mills family June 12,2013 2:00 AM MARSTONS MILLS—A house fire displaced a family and gutted a home on Turtleback Road on Tuesday night. The fire broke at 7:14 p.m. at 52 Turtleback Road, said Centerville-Osterville-Marstons Mills Deputy Fire Chief Philip Field. The one-story home had"heavy fire"showing when crews responded, and they took a defensive tack to fight the fire, Field said.About 30 firefighters from Barnstable, Hyannis, Cotuit,West Barnstable and the Massachusetts Military Reservation fire departments were on-scene, Field said. One firefighter was injured and taken to Cape Cod Hospital with injuries not believed to be life-threatening, Field said. Field spoke with two adults who were displaced by the fire, and he believes they had children as well, he said. "Everyone got out safe," Field said, and Red Cross was taking care of housing and other needs for the family in the interim. While the cause of the fire is under investigation, Field said the origin appeared to be in the center of the house. Copyright©Cape Cod Media Group,a division of Ottaway Newspapers,Inc.All Rights Reserved. http://www.capecodonline.com/apps/pbcs.dll/article?AID=/20130612/NEWS/306120328... 6/12/2013 i o�t►�r Town of Barnstable *Permit# 6'33 S p• Expireonths from issue date . ,,,NSTA21M . Regulatory Services Fee 5" CV MASS. Thomas F.Geller. Director RFD N1°` Building Division $ 9(° Peter F.DiMatteo, Building Commissioner X-PRESS PER T 367 Main Street, Hyannis,MA 02601w Office: 508-862-4038 AUG 1 9 2002 Fax: 508-790-6230 EXPRESS PERMIT APPLICATIONrOWN OF BARNSTA E Not Valid without Red X-Press Imprint Map/parcel Number 0y`709 D p 4be- Property Address GG F/Residential OR ❑Commercial Value of Work 3 Owner's Name&Address S�� RJ, 1Il�_eSTDiV Contractor's Name '/y �!w ciw� Telephone Number 77 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ .I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Z!/4el l' Ll Workman's Comp.Policy# A C c-725&f/ �J Permit Request(check box) ❑ Re-roof(stripping old shingles) / `GEK T=�o•o� c �'oD� _mac._ Re-roof(not stripping.. Going over existing layers of roof) 6a�.`.g, 1, ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) ❑ Other(specify) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:ex pmtrg:rev-070601 o Town of Barnstable Po Regulatory Services N w ' N y R&RNsz,AsIS, ; Tbomas F.Geiler,Direetor U) 94, 039. ,. Building Division -77 Tom Perry,Building Commissioner. °7 � r i 200 Main-Street, Hyannis,MA 02601 rn Office: 508-862-4038 //a 3/63 Fax: 508-790-6230 -Pwfl, T# C S Q 6 FEE: SHED REGISTRATION 1 _ 120 square feet or less .V�d - �ocation of shed(address) CS. • Village yes 'roperty owner's name Telephone number 8 x la 8`( 3 , ize of Shed —0� 70 b�( •�a Map/parcel# guature Date Minis Main Street Waterfront Historic District? D d King's Highway Historic District Commission jurisdiction? �(7 nervation Commission(signature required) ------------- PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMAIISSIONS,THERE MAY BE A REVIEW PROCESS AND AppLICATION FEE. PLEASE SEE.TH.EAPPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN i AMR_77(".--ACE ==T[O-L ELAN APPLICANT. CHRISTOPHER P & NINA Z COLEMAN TO WN. BARNSTABLE S4142 26"E 15. 78' w cr; ' w LOT 304 wit LOT 305 ------------ ---------------- ------------- 2� ! 1 � 26�• LOT 303 OF .............. PAUL A.sgyG MERITHEW _�= �o a 32098 FLOOD PANEL- 2_5_0_0_01_ 0015 C FLOOD ZONE• C --- DATED 8119185 I hereby certify that this mortgage inspection plan was prepared for: an is For AMERICA S WHOLESALE LENDER Bank Use Only The location of the building shown does =-- fall within a special"flood hazard zone. PLAN REF. _ —30751E_1 The location of the dwelling does ------ conform to the local zoning by—laws in effect Scale 1 = 50 FT. at the time of construction with respect to horizontal dimensional setback requirements ----- or is exempt from violation enforcement action under Mass. General-Laws CA 40A —Sec. 7. Date.• ------ PLEASE NOTE: The structures on this inspection were located by tape not instrument and are approximate only. An actual survey is necessary for a precise determination of the building location and encroachments, if any exist, either way across property lines. This inspection must not be used for recording purposes or for use in preparing deed descriptions and must not be used for variance or building plan purposes. This inspection must not be used to locate property lines. Verification of building locations property line dimensions, fences or lot configuration can only be accomplished by an accurate instrument survey which may reflect different iaformation than what is shown hereon. This inspection is not to be used for any purposes other than mortgage. Yankee Survey accepts no responsibility for damages resulting from said reliance. - 582055 A S S 53 0 BOX 265, 40 INDUSTRY RD, MARSTONS MILLS, ,MA 02648 PHONE 508-428-0055 34499 AS `"E Town of Barnstable 0 Building Department - 200 Main Street ASTABLE. ; Hyannis, MA 02601 9� 6 .�' (508) 862-4038 RFD Mf►�A Certificate of Occupancy Temporary Application 201400143 CO Number: 20140128 Parcel ID: 047084 CO Issue Date: 10/01/14 Location: 52 TURTLEBACK ROAD Zoning Classification: RESIDENCE F DISTRICT Owner: COLEMAN, CHRIS P & NINA Z Proposed Use: SINGLE FAMILY HOME 52 TURTLEBACK RD MARSTONS MILLS, MA 02648 Village: MARSTONS MILLS Gen Contractor: PROPERTY OWNER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: EXPIRES 30 DAYS 1111/2014 11/01/14 Building Department Signature Date Signed Expiration Date PLOT PLAri WAS NOT MADE FROM RN� Mdt�ft suRvey AND is oon THC USE OF Thl! DANK ONtLY. UNDAR .NC CtRCUMl Srl�ARIC" "r, OVFS TO ¢SE USED FOR wAtLo, heaclE3, CTC. a 343 PROP" z4c.p7•140N .�6ACMiN� r . i � Ar y� . ems# �X/,.��`®1�� F2:)I ONZ7117..'/6// = a1 �y-0 f4 G o (4GP MAN fd�!SSMAy N .¢ 32776 @, 41 , ter 1 - . I HEREBY CERTIFY Ti4AT THIS FOUNDATION wE«- IS LOCATED ON THE.LDT AS SHOWN AMP .CotA F/eN CONFORMS TO THE TOWN OF 13Agn ,57"L34 ZONING REGULATIONS REGARUiNG SETBACKS i FROM STREET LINES AND LOT_LINES. r i t � � CD - O 5X5 PT POST (TYP) E O ALUM. POST SUPPORT 3 U a CUT SIDING @ TOP OF STOPOUT 12 6 DECKING,SLIDE ALUM, FLASH, FOOTING 10' CONCRETE FOOTING N. SH�� CLJ BEHINDcoy L DECKING . • . ;—I �`----__ ERA ,------ � _ 0 111=1 L I=11 I=1 I I` ;=1 I I=1 I I=111=1 I ' ,o,R�F� _ - o -111 l I M I Eli* . . .,I—I 11=1 I I=1 I I- _ � I z 2XHEADER 1`I 11 I I w EXISTING ROOF DECK JOIST 1_ _ — — STRUCTURE 4cu- 3/8 GALV- 5X5 PT POST co cu T H LAG BOLT 11=1 I I : .' :;=I 11=1! -�- U EA. BAY. . --I -. ,- I_ a' I . --11 EXIST, BOX/SHEATH. NEW LEDGE I:._.---- I" - �! 1X4 PH. MAHOG. - } DECKING X_-- TMI � nM,IE, - LEDGER @ HOUSE DETAIL 0o� A, SCALE N.7.S. 2 FOOTING DETAIL SECTION ' V � -- A 1 SCALE: 1/2' 1' SCALE: 1/4' = 1' In U � cS W CL.J 1 � o o z Y Y N Q co ¢ Z w J 3 Q ¢ ¢ a ¢ Ck�>- � >- r-a pq w ce EXISTING HOUSELL Al Z 12 AIT 4STS @ 1 O r- -- --' w L. j 2X8 PT OIS ® 16" O.C. THIS DECK° � z p p Z ° ' >- F— C, v 1 RISER. , co � �- V) w , HIGHER ' I' oc cs� NSTALL 1X4 PHILL , , w cv ¢w a MAHOG. DECKING -- - -- —2-2X8 PT BAND �- u� Li DECKING PERP. � � ¢ o z , I Z w V) w W 6 -9 6 -9 6 9 6, 9„ 6 -9 -3,-3„ 3,-3„ 2 o-' 02 Al ¢ NbL 34'-4" 7'-2" SHEET NUMBER, 1 FOOTING / FRAMING PLAN I SCALE: 1/4'=1' FILE NAME: TERRY