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0050 BIRCHILL ROAD
. ` �� � �1; : . �< .� .. �. x � . - � . a � � . . .� .. o a e e r e � T G 9 ,. ._ I k� Town of Barnstable Building Department OF SHE ip� o Brian Florence,CBO Building Commissioner eAEuvsTAscE, ' 200 Main Street,Hyannis,MA 02601 MASS. � i6 39• www.town.barnstable.ma.us TfD A4A'�A Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: �- Permit#: HOME OCCUPATION REGISTRATION Date: I Z 6 1q Name: �J 1/� �,+�L l Phone / �21 0 Address: Village: f Name of Business: 1� You 1W 101 _ 11 K)&q_&6 Type of Business: rl� Map/Lot: l t/ INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. Z After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the O fvlowing conditions: W • The activity is carried on by the permanent resident of a single family residential dwelling unit,located D cc within that dwelling unit. U J • Such use occupies no more than 400 square feet of space. UO CO There are no external alterations to the dwelling which are not customary in residential buildings, and there W Z is no outside evidence of such use. 2 v.) U_ No traffic will be generated in excess of normal residential volumes. O 0= Z • The use does not involve the production of offensive noise,vibration, smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. F— • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess wof normal household quantities. J W CE: Any need for parking generated by such use shall be met on the same lot containing the Customary Home ® Q Occupation,and not within the required front yard. O Z . There is no exterior storage or display of materials or equipment. U< > There are no commercial vehicles related to the Customary Home Occupation,other than one van or one J a. pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to M 5 0 exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am regi tering. Applicant: Date: 1 Homeoc.doc . 10117 I Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Pre-application for Business Certificate Date �� �� Map Parcel Q1� Applicant Information Applicants Name - (2- >VbCk� �u W `W Applicants Address ���� � �'�.) Email Address Telephone Number EhL I �) { - V l J Listed ❑ Unlisted [°� Business Information New Business? No --------------------------------------- Yes Business is a registered corporation? ---------------- -----. Yes No . If yes Name of Corporation Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? --------- Yes No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business. Ln C/v�V) Y t Business Address �u �� � 1 l ��✓� Type of Business Co yls '(-` Building C�gmmissione ff ce Use.Only Conditions y l 'C - S Building Commissio r Date Clerk Office Use Only Town of Barnstable _ Builds g ."*..'7^:"" • •n P0st!,This Card So That it is,Visible From the Street Approved:Plans Must bejRetained on`Job and this Card Must be Kept j .nxvsraet� # a - MAR& ` Posted Until'Final Inspection Has$eenMade w` k * du u a= t y I permit Where a Certificate.of Occupancy�s Required;such Building shall Not'be Occupied until a Final'inspection has been made Permit jjj i ,x �. ._ .wfA ._ R - -,.� � .. ,,. . .:.. Permit No. B-17-4419 Applicant Name: NATHAN BAILEY Approvals Date Issued: 12/28/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/28/2018 Foundation: Residential Map/Lot: 189-026 Zoning District: RC Sheathing: Location: 50 BIRCHILL ROAD,CENTERVILLE ' , Contractor..Name: NATHAN BAILEY Framing: 1 Owner on Record: CROCKER,WILLIAM L JR&JUDITH A Contractor License:, 179410 2 Address: 50 BIRCHILL RD ±' '' = ,:-3m, Est Project Cost: $6,500.00 Chimney: CENTERVILLE, MA 02632 v. T Permit Fee: $85.00 Description: remove Sheetrock from ceiling and from some of the walls in ,, Insulation: Fee Paid: $85.00 Bathroom.installl new 36x60 Shower,tile flooring and vanity. New Final: sheetrock on ceiling and walls in bathroom # Date. 12/28/2017 Project Review Req: ,x ' Plumbing/Gas ti Rough Plumbing: ,yBuilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte.r.issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the-�approved construction documents,for which thi's permit has been:granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws arid codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thisfpermit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT T o Barnstable �. .s Building Town sta • Post This Card So That rt�s'Visible From the Street Approved'Plans Must be Retained on Job and this Card Must be Kept HAR"'^SABLIL Posted Until Final Inspection Has Been Made c ' F x • Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupieduntl a Final Inspection has been made Permit No. B-17-4419 Applicant Name: NATHAN BAILEY Approvals Date Issued: 12/28/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/28/2018 Foundation: Residential Map/Lot: 189-026 Zoning District: RC Sheathing: Location: 50 BIRCHILL ROAD,CENTERVILLE Contractor-h e'; ,tNATHAN BAILEY Framing: 1 Owner on Record: CROCKER,WILLIAM L JR&JUDITH A .k Contractor Lacense179410 k 2 Address: 50 BIRCHILL RD -" ` z Est Protect Cost: $6,500.00 Chimney: CENTERVILLE, MA 02632 i ' g�P dim tt Fee: $85.00 Description: remove Sheetrock from ceiling and from some of the walls in � $ ' Insulation: r Fee Paid" $85.00 Bathroom. Installl new 36x60 Shower,the flooring and vanity. New " Date. ., 12/28/2017 Final: Sheetrock on ceiling and walls in bathroom �x Project Review Req: r 4 = Plumbing/Gas - n - Rough Plumbing: Building Official n Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by`this permit is commenced within six'months afte'rIssuance. Rough Gas: �: All work authorized by this permit shall conform to the approved application and the;approved construction documentsfor which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. r U Electrical The Certificate of Occupancy will not be issued until all applic a dngan FreGfficaarBu e provided on is permit. Service: Minimum of Five Call Inspections Required for All Construction Work:, $_ r 1.Foundation or Footing : Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected atthe throat level before firestflue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t � LLII4 appiicaflonrrumb�r..............!. ........'............................... ' Pennrt Fa.1.. . ..0..................Other Fve........................ Total Fee Paid .......................................... TOWN OF BARNSTABLE ] ................�.1' 1��........ Pert Approval by...... ...... . ....... Map BUILDING PERMIT � APPLICATION ............ ....................> l......�.�..0............. ... Section I — Owners Information and Project Location Project Address S Village CdA' zrvil\y- Owners Name V I � C,(,6 c ,Jmr- Owners Legal Address i 1;` CrgcW ®�C c�a,\, Pg�� city M star J�1 �- = zip 6Z01 �n 5 owners Cell# J � �``�I-5og- )I-I�E-mai1 W L c- Section 2—Structural Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet Section 3—Type of Permit ❑ New Construction ❑ . Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structare) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar M)Renovation ❑ Pool ❑ Insulation Other—Specify Section 4—Detail i Cost of Proposed Constructions Square Footage of Project Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 11-0 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design N Last updated:11/7/2017 Section 5 -Work Description � r��. �.,�, ce,;1 Section 6—Project Specifics Vn g ❑ Oil Tank Storage . ❑ Smoke Detectors kP lumbing El Gas : " ❑ Fire Suppression ❑.Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane C Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes 0 No Last updated:-I ln/2017 The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumbers Applicant Information (� Please Print Legibly Name(Business/Organization/Individual):- N 1 2J Address: 5 CAS City/State/Zip: G;r �5 CIS � �{4 Phone#: 56& 3Go`G I R Are you an employer?Check the appropriate bog: 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.RJI 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' 9. ❑Building addition [No workers'comp.insurance comp.insurance.$ __ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.El other comp.insurance required.] *My applicant that checks box#]must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. ]f the sub-contractors have employees,they must provide their workers'comp,policy number. , I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: 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 certi yuj% rep and penalties of perjury that the information provided above is true and correct Signature: Date: Phone 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#: Information and Instructions f 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-contractors)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 cant'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 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 Com mQnwealth of Massachusetts De pare ment of Industrial Accidents Office of Investigations 600'Washington greet Btostan,MA 021 I1 Tel,4 617-727-4900 ext 406 or 1-977-MASSAFI, Fax##617-727-7749 Revised 4-24-07 www-m ,gov/dia 1 Commonwealth of Massachusetts Division of Professional Licensure �J Board of Building Regulations and Standards Constr,�ciibri'4'. ervisor 'i', CS-107447 E{��i res: 08/30/2019 NATHAN BAILEY 5 JONES ROAD. MARSTONS MILLS �lr�In=T�(Ot1 Commissioner C4 411 C-��ie�pomarcaozcaea�a�6�czcfucaeLta Office of Consumer Affairs&Business Regulation HOME IMPROKEMENT CONTRACTOR Registration:;=..`;:t79410 Type: - Expiration= WIM-8 Individual L' -2 1 NATHAN BAILEY NATHAN BAILEY 5 JONES RD — MARSTONS MILLS,MA402648 Undersecretary Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl License or registration valid for individual use only before the expiration-date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 i i iwalid without signature o' i - TOWN OF BARNSTABLE • PERMIT CHECKLIST Sign Off hours for Health and Conservation are 8s9:30 a.m. and 3:30-4;30 p.m. A complete permit application incl esf ling all sections 1-13 1. NEW STRUCTURES/REMODELING/RENOVATION/ADDITIONS ❑ Site Plan showing setbacks of proposed and existing structures ❑ Commercial—One complete set of full sized plans one reduced 11"x17" (plans may require a stamp by an architect or engineer). ❑ Residential - 4 Sets of floor plans no larger than 11"x 17" smoke/co detectors marked ❑ Worker's Comp. Affidavit and policy(if required) ❑ Res Check or COM check from the 2015 International Energy Cod Council (IECC) .11 Letter of financial Interest for new houses only(not required for rebuild after teardown) ❑ Performance bond made out for$4.00/foot of road frontage (new construction only) 2. DEMOLTION OF A BUILDING (NOT PARITIAL) ❑ Everything above plus shut off letters from following utility companies: ❑ Gas ❑ Electrical ❑ Water ❑ Sewer(if required) 3. DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS ❑ Site Plan showing proposed location ❑ Construction plans showing framing detail (if new framing), ❑ Pools—Barrier details,pool specs (engineers design) ❑ Workman's Comp Affidavit and policy (if required) FAMILY APARTMENTS ❑ Section 1 Plus: ❑ Family Apartments are subject to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned to the Building Department. Section 9—Construction Supervisor Name N c, 1 cn Vzoo Telephone Number Address o S City_l� n� MA5 State Zip b ZG� License Number CS `�� ��' License Type 5O v&' Expiration Date Contractors Emall Cell# ';68-3G0 .G V31 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required d the Town of Barnstable.Attach a copy of your license. g Date ��-`Z� Section 10=Home-Impr_ooement Contractor Name ��n �,� Telephone Number S 6� Address � Dorf 5 City_,�a tS S ��15 State P Zip B L(tj Registration Number Q Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachuusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation requ n by 780 andAhe Town of Barnstable.Attach a copy of your H.I.C... side - Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docunnentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE co�5 'e� Date Print Name �, n � Telephone Number �o `GI 3`L E-mail permit to: N 5 $S el �, .CoqM Last updated:1 ln/2017 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) Hi storic District ❑ Site Plan Review(if required) ❑ j Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section_13 C_ er__s-Authorization ay..- Cv0 v ��� , as Owner of the subject property hereby authorize o a��\c,, (Ic% pr to act on my behalf, in all j matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date W I \\, p4v�,. �rc,c.Kev� Print Name i s . I i Last updated:11172017 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main*St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: I l 7 I Fill in please: l` >> l APPLICANT'S YOUR NAME/S; - k."•;, `'"'"`Y W i r)' lw 34 BUSINESS YOUR HOM ADDRESS: � ) '9'"" +' 1t'`k= TELEPHONE It Home Telephone Number ssid��avd� ;� !� �" .+. •.+ ! EIN #: E-MAIL: CGlL`� -Ir NAME OF CORPORATION: 1112) NAME OF NEW BUSINESS `� TYPE OF BUSINESS�Snf t IS THIS A HOME OCCUPATION? ✓ YES NO ADDRESS OF BUSINESS. 50 � �l -��v Oe b2MP PARCEL NUMBER �g� I D Z- �o (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. MUST COMPLY WITH HOME OCCUPATION 1. BUILDING COM 5S1 ER'S OFFI E RULES AND REGULATIONS. FAILURE TO This individu I ha e i d of er .it e uirements that pertain to this type of business. COMPLY MAY RESULT IN FINES. Ayth riz i Ere** f / RO ENT j a On 2. BOARD OF ALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: d Town of Barnstable Building Department Services °FtHe r° Brian Florence,CBO Building Commissioner HAMSTABL&. ' 200 Main Street,Hyannis,MA 02601 MASS. 9 1639• ��� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: Name: J\J��1 ` .v A .• bbc&i/' Phone#: �- �%3 I Address: Q �� - �`-(_� Village: Name of Business: Type of Business: ,1V0-&k-( A-\ n=-, Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related,to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation: • No sign shall be displayed indicating the Customary.Home Occupation. '• If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall by employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. . I,the undersigned,have read and agree with the above restrictions for my Some occupation I am regist ring. Applicant: Date: t Homeoc.doc Rev.06/N/16 TOWN OF BARNST ABLE BUILDING PERMIT APPLICATION U Ma Parcel ®o�lfl ;pp?lricatti, n#P Health Division Date Issued 1b13 0 /y Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis -- Project Street Address _!0 rck"11 Roa�L Village Owner Cc/.�•� ; cTuc�, li Glroe�cr Address 50Bircli,% Road_ &"Aerv,71e. MA ©A43Z Telephone�O�-?.37-/D�.�' Permit Request /N,srgzL rRjd PA4 LS ®,y RDaFmFLX��'si�/6�; AMV u�araZo�ds sye� chFiedXy PE, 75,4 w. 4rcopmzatn 1N N&4 CLFd- Je_AL S9..f�M .3'VkcJ �o�tnels Square feet: 1 st floor: existing —' proposed `- 2nd floor: existing proposed -- To nevp- Zoning District 13C Flood Plain — Groundwater Overlay -ff''4 ; Project Valuation _13000 Construction Type A/e=gra•Aor, Lot Size Grandfathered: ❑YesA4U-do If yes, attach supporting # d9 rumitation. Dwelling Type: Single Family �4 Two Family ❑ Multi-Family (# units)Age of Existing Structure Historic House: ❑Yes XNo On Old King's llighway: �3 Yes ;4'No Basement Type: ❑ Full--,bawl ❑Walkout ❑ Other .Basement Finished Area (sq.ft.) --- Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new r' Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel:, ❑ Gas—ARP(3il• ❑ Electric ❑ Other Central Air: _ ❑Yes/04LMo Fireplaces: Existing-_ &^0VG Existing wood/coal stove:`Y4 0 No Detached garage: ❑ existing— w--size_Pool: ❑ exisvW Lnew size _ Barn: ❑ existinV4 L new size_ Attached garage: ❑ exis4mg4,01r mr size _Shed: ❑ exist*,,d n`6w size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # '-"" Recorded ❑ Commercial ❑Yes �d No If yes, site plan review# Current Use Proposed Use wa ewyti 'C- APPLICANT I'NFORMATION . (BUILDER OR HOMEOWNER) Name 591vo&l., Zrno Telephone Number 510-AW-P Address_,idro c:7& „�A Ayi alie, PocU 4LO License # es /D7"3 7e_w 'of RA Home Improvement Contractor# Worker's Compensation # "7dd 10i.19650a?� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a �uma.sfGr S SIGNATURE C� fTd A DATE �l 4 FOR OFFICIAL USE ONLY f ' APPLICATION# ' DATE ISSUED -MAP/PARCEL NO. ADDRESS VILLAGE E OWNER N • n t 4, DATE OF INSPECTION: ,,TFO.UNDAlI0N:r, crts,, %u �r?>� _ FRAME INSULATION: 4 'F FIREPLACE - ELECTRICAL: . ROUGH FINAL i m PLUMBING: ROUGH FINAL P GAS: ROUGH FINAL FINAL BUILDING;- ' DATE CLOSED OUT ASSOCIATION PLAN NO. • I DocuSigq Envelope ID:96F9ADCD-AE8F-45DC-9DDE-9DD84BB4CF13 NN\ ,C SOlarCl$ 3055 Clearview Way, San Mateo, CA 94402 Solarlease T (888) SOL-CITY F (650) 560-6460 SOLARC SUMMARY Date: 8/20/2014 Customer Name.and Address Customer Name Installation Location Contractor License Judith A Crocker William Crocker 50 Birchill Rd MA HIC 168572/MA Lic. 50 Birchill Rd Jr Barnstable, MA MR-1136 Barnstable, MA 02632 02632 *x r Estimated Solar Energy Production 0 . First Year Annual Production: 6, 453 kWh �, a Initial Term Total Production: 123, 109 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg. Inspection: e $0.00 n Estimated Price per kWh First Year: $0.1424 Annual Increase: 0.0 First Year Monthly SolarCity Bill: $76.57 Lease Term 20 Years 14 . SolarCity's Promises to You: Your Prepayment and Transfer 'Choices • SolarCity will insure, maintain, and During the Term: repair the System (including the If you move, you may transfer this inverter) at no additional cost to you agreement'to- the purchaser of your Home, as specified in the agreement. as. specified in the agreement. • SolarCity will provide 24/7 web-enabled If you move, you may prepay the*, monitoring at no additional.cost to you, remaining payments (if any) at ,a as specified in the agreement. discount. • SolarCity will provide a money-back' production guarantee, as specified in.- Your Choices at the End of the initial the agreement. Term: a . • SolarCity will warranty your roof • SolarCity will remove the System at no against leaks and restore your roof at - . the end of the agreement as specified additional cost to you. in the agreement. • You can upgrade to a new System with The pricing in this Lease is valid for ` the latest solar technology under a new 30 days after .7/15%2014. If you don't contract. . sign this Lease and return it to us on • You may renew your agreement for upto or prior to 30 days after 7/15/2014, ten (10) years in two (2) five (5) year SolarCity reserves the right to reject increments. this Lease unless you asgree to our Then • Otherwise, the agreement will current pricing. automatically renew for an additional • We -are confident that we deliver. one (1) yearEterm at. 10% less than 'the ' excellent value and customer service. then-current average rate charged by AS. A RESULT, YOU ARE FREE TO CANCEL your local utility. ANYTIME AT NO CHARGE PRIOR TO }' CONSTRUCTION ON YOUR HOME, SolarLease version 6.4.1, July 2nd, 2014 SAPC/SEFA Compliant .Document Generated on 7/15/2014 DocuSign Envelope ID:96F9ADCD-AE8F-45DC-9DDE-9DD84BB4CF13 a 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that I SolarCity will not publicly use or have received a complete copy of this display any images of the System unless Lease. •� you initial the space below. If you initial the space below, you give SolarCity permission to take pictures of the System as installed on your Home to Customer's Name: Judith A Crocker show to other customers or display on Docusignedby: our website. [ l�' Signatur 415BC9982FB24D2... -- or1l��wner's Initials Date: 8/20/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Customer's Name: William Crocker Jr Docusigned by: DAY AFTER THE DATE YOU SIGN THIS LEASE. 't SEE EXHIBIT 1,_THE ATTACHED NOTICE OF S, Latu CANCELLATION FORM, FOR AN EXPLANATION OF ME93178078B457_. THIS RIGHT. Date: 8/20/2014 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23, YOU MAY ALSO CANCEL THIS LEASE .j„SolarCity. AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR SolarLease HOME. 25. Pricing SOLARCITY APPROVED The pricing. in this Lease is valid for 30 days after 7/15/2014. 3f you don't sign this Lease and return it to us on Signature: or prior to 30 days after 7/15/2014, h'NDON RIVE. CEO SolarCity reserves the right to reject SolarLease this Lease unless you agree to our then current pricing. w'SolarCity. Date: 7/15/2014 SolarLease version 6.4.1, July 2nd, 2014 SAPC/SEFA Compliant "'SolarCity. 1 i OWNER AUTHORIZATION Job ID: Z 13 -00 ' Location: l3 AR iV 5 Y413L&C /S 14 D 2 6� z- I lam.. as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572/' MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized.by this building permit application-and signed contract. Signature of Owner: Date: 24 St Martin Drive.Building 2 Unit 11 Marlborough,MA 01752 T(888) SOL-CITY F(508)460-0318 SOLARCITY.COM rr• AZ ROC 243771,CA CSLB 888104,00 EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488,HI CT-29770, - MA HIC 168572,MD MHIC 128948,NJ 13YH06160600,NY WC24624-H11.OR CC8 180498,PA 077343.TX TDLR 27006,WA SOLARC•91901 The Commonwealth of Massachusetts ' Department of Industrial Accidents Offke of Investigations . ' I Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ' q Applicant Information Please Print.Legibly SolarCity Corporation 6 Naive(Business/Organizationandividuai): Address:3055 Clearview Way City/State/Zip-San Mateo, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): with 7000 1.X I am a employer 4. I am a general contractor and I ' s have hired the sub-contractors 6. 0 New construction. employees (full and/or part-time). . 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling h have ship and have no employees These sub-contractors8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• t 9.. 0 Building addition [No workers' comp.insurance comp. insurance. required.] 5. Q We are a corporation and its 10.0 Electrical repairs or additions s 3.❑ 1 am a homeowner doing all work officers have exercised their 11:❑Plumbing repairs.or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no Solar Panels employees. [No workers' 13.®Other I comp. insurance required.] *Any applicantthat checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have ! employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site I information. I Insurance Company Name:Liberty Mutual Insurance Company M: j Policy#or Self-ins. Lic.#:WA7-66D-066265-024 Expiration Date.09/01/2015 Job Site Address: 50 Birchill Road 1, City/State/Zip: Centerville.MA 02632 ! 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 MOL 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 l of up to$250.00 a day against the violator. Be advised'that a copy of this statement maybe forwarded to the Office of l Investigations of the DIA for insurance coverage verification. ! E I do hereby certify under the pains.and penalties of perjury that the information provided above is true and correct Sitn'lature• —""Z ✓1 �14JO,W Date: 10/14/2014 Phone#:. `7818167489 P O u:ial use only .y. Do not write in this area,to be completed by city or town.official. ' City or Town: r Permit/License# Issuing Authority(circle one): i 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: . A6 ,,� CERTIFICATE OF LIABILITY INSURANCE ��`M014 08129/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRooUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CAUFORNIA STREET,SUITE 1300 PNC N '(AOC�No); CALIFORNIA LICENSE NO.0437153E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC8 998301-MD-GANUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)9635100 INSURER 8:ubefly Insurance Corporation 42404 SolarCity Corporation INSURERC:N/A N/A' 30M Cleaniew Way San Mateo,CA 94402 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER.4 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. INR LTR TYPE OF INSURANCE ADDL SU POLICY NUMBER i LICY FJ=F �CDY EXP LIMITS A GENERAL LIABILITY TB2-6614w65-014 109/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Fa ocaarence $ 100'000 CLAIMS-MADE a OCCUR MED EXP(Arty one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,WO.000 GEN'L AGGREGATE LIMIT APPLIES PER' PRODUCTS-COMP/OP AGG $ 2,0.000 i X POLICY X PRO LOC Deductible $ 25,000 JFCT A AUTOMOBILE LIABILITY AS2-661-M65-044 09/01/2014 09101/2015 O accidenSINGLE LIMIT 1 X ANY AUTO BODILY INJURY(Per Person) $ _.. j ALL OWNED . SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident X Phys.Damage COMP/COLT DIED 3 $1,OOD/$1,WO UMBRELLA LIAB C - - OCCUR EACH OCCURRENCE $ i EXCESS LABH CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-06626.5.024. 091011201 09151/2615 x I WE sTATU- OTH- AND EMPLOYERW LIABILITYI ER B ANY PROPMETORIPARTNERIEXECUTIVE YIN WC7-661-06625034(Wq 09/01/2014 09/01/2015 1,000,000 OFRCER/MEMBER EXCLUDED? NIA EL EACH ACCIDETORY NT $ B (Mandatory In NH) I'WC DEDUCTIBLE:$350,000 EL DISEASE-EA EMPLOYE $ 1,000,000 Kra desalbe under 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCdy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearvim Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOReFn REPRESENTATIVE of Marsh Risk&Insurance Services i Charles Marmolejo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD A Office of C Affairs'and Business Re ulation Consumer g A Park Plaza-Suite 5170 Boston, Massachusetts 02116 Home Improvement.,Contractor Registration Registration: 168572 Type: Supplement Card . SOLARCITY CORPORATION Expiration: 3/6/2015 ' a CRAIG ELLS — -- - — —- 24 ST. MARTIN STREET BLD 2 UNIT 11t -- -- — -- — -- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SC AI Co 2r�ra u t Ej Address �� Renewal (-� Employment. Lost Card OfTiice of Consumer Affairs&Business Regulation License or registration valid for individul use only ' ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 TYpi, 10 Park Plaza-Suite 5170 . V."r Expiration: 3/8/2015 Supplement,-;ard' Boston,MA 02116 SOLARCITY CORPORATION ' CRAIG ELLS i 24 ST MARTIN STREET BLD 2UNI ! IUTAF2LBOROUGH,MA 01752 Undersecretary Not v lid without signature l "A3ssachusetts •Department of Pt blic Safet Wl Board of Buiiding Regulations and Stiiidords ' ('�rti�ti[� tlnit 5ttt;5,r��.,af tcense. CS407663 CRAIG ELLS 4 ' 206 BAKER STREET?. Keene NH 0343I t • ' f . r a C4tPtit2tr?€rt�{�:er 08/29/2017 0/nLret2y0y1, W uaetz t2 ��G'Gc�f,�� c�trcrile � - Office of Consumer Affairs 2nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration i Y Registration: 168572 Type:e: Supplement Card i PP •SOLARCITY CORPORATION Expiration: 3/8/2015 NILE MILLER r_h 24 ST. MARTIN STREET BLD 2 UNIT 11; MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA i Co 20M-05n1 ❑ Address Ej Renewal C !Employment L ii Lost Card ���c Tpru�ritr+rttcrr?n�/�r�r f�t�.'ar.�tc3r//' � = Mce of Consumer Affairs&Business Regulation� ,License or registration valid for individul use only " ~ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: i Office of Consumer Affairs and Business Regulation registration: 168572 Type. 10 Park Plaza-Suite 5170 =� Expiration: 3/8/2015 Supplement 1.-ard Boston,MA 02116 SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UNIls' UALBOROUGH,MA 01752 Undersecretary Not valid without signature r c Version#39.1 10,;SolarCity. tH OF 3055 Clearview Way, San Mateo; CA 94402 y p Y00 AN (888)-SOL-CITY (765-2489) 1 www-solarcity.com K September 21,2014 VE y No.4 7 Project/Job#026474 RE: CERTIFICATION LETTER aN�u. o Project: Crocker Residence ' `) Digitally S' oo An Kim 50 Birchill Rd Date:20 4.09.22 09:52:48 Barnstable,MA 02632 07'00' To Whom It May Concern, ,. A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category= II -Wind Speed = 110 mph,Exposure Category C -Ground Snow Load = 30 psf - 1 -MP1: Roof DL=7.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) -MP2: Roof DL= 7.5 psf,Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) r Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19069 < 0.4g and Seismic Design Category(SDC) =B < D On the above referenced project,the components-of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to,withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin.Kim, P.E. f Civil Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94'402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com' AZkOO243771,:GAGS48886704,00,E08041.CTH{G 06327?f}.DC H10 f1101466,:ifC Mt 71f0'f4$$,_1i'GT-29770,.MAiI1CIG857E,'MLI N7NIG iP_Br?4$,fV'J't34110G1Ci0W6,OR CCB 780493 ,PA 077343,Tit TOLR 27008 WA Cai•<L,50LARC'9,Ii1R,3k"X,}.?6i$Sglor4,.i`iY ANI3Eit�4a r*GiN cl. - 09.21.2014 SleekMountT'" PV System Version #39.1 SolarCity Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Crocker Residence AHJ: Barnstable Job Number: 026474 Building Code: MA Res. Code, 8th Edition Customer Name: Crocker, Judith A Based On: IRC 2009/ IBC 2009 Address: 50 Birchill Rd ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/ Longitude:, 41.656652 -70.357141 Stamp Req'd? Yes SC Office: South Shore PV Designer: Justin Davis Calculations: Jesus Santiago EOR: Yoo Jin Kim P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP assGIS, Commonwealth of Massalchusetts EOEA, USDA Farm Service Agency, A 2s • 2a 50 Birchill Rd, Barnstable, MA 02632 Latitude: 41.656652, Longitude: -70.357141, Exposure Category: C Y, 4 e , LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf � -- . - s Hardware'Assemtil :Wei fit s �_' �. PV System Weight(psf) 3.0 sf Roof Dead Load Material Load ' Roof Category Description MPi -7 -m - u Roofin T e =° ��.. =r ' + Coin Roofs 1,La ers �,. 5� _ 9-� Yp _ '° Y,,�,„)„,�. 2:5,psf; „ Re-Roof to 1 Layer of Comp? No .� Underlayment Plywood Sheathing Yes 1.5 psf Board Sheathin K•.` • . !None , �µ � Rafter Size and Spacing 2 x 6 @ 16 in O.C. 1.7 sf , w� Vaulted`Ceiling .��-'sa - 4 F;fi':,` r'. r" 3,—, c; 4;,�, ° ZT,ENO�Y . ,.. Miscellaneous W `Miscellaneous Items 1.3 psf - Total Roof Dead Load 7.5 sf MP1 7.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20 psf a Member Tributa Area A { , 0 Table 1 Roof Slope , Tributa Area Reduction r, M ,_ _ rY._ _. _..:.,P. -.. �Secton,,4.9�: Sloped Roof Reduction Rz 0.975 _ Section 4.9 Redu d'Roof.Live.Loadr� T �.7 ' ,.77Lrf a �. T, �,`:���4��1b(R)RZ)t',M& �e Reduced Roof Live Load Lr 19.5 Psf MP1 19.5,Psf V - rC 'mh G axW t - e tt fl • Reduced Ground/Roof Live/Snow,Loads Code; ' Ground Snow Load py 30.0 psf ASCE Table 7-1 Snbw Load Reductions'Allowed? MET t "'Yes'' '' .. . v � � : i Effective Roof Slope 200 Horiz. Distance from Eve to Ridges£ w E -- - - - Snow Importance Factor -, IS x 1.0 Table 1.5-2 - $. r , a � 1.E0x po a s�e'd� Table 7� �2 Snow Exposure Factor �,' All structures except as indicated otherwise Snow Thermal Factor ,: 4 Table 7-3 " A' 2 0 Minimum Flat Roof Snow Load(w/ � ,, °'rv - 1 4 N '+x: c ,..,,� ,� "+ .` ` N-5 ..21 Orpsf t " r ' pf min' + , •.. Rain on;Snow,Surcharge) ..,. *� °�, x, ; .3 :i Flat Roof Snow Load Pf pf r 0.7(Ce)(Ct)(I)pg; Pf?'pf-min Eq: 7.3-1 ' x 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-�oof, 1.0 Figure 7-2 ' Design Roof Snow Load Over Ps-roof (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-root 21.0 psf. : 70% • _ r *t�w ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed, Surfaces F Surface Condition of PV Modules z Cs_PV ,•�.r m,. 1.0 F Figure 7-2 k Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules Ps P� 21.0 psf r COMPANY PROJECT woodWolksSOFMARF FOR c0 MSIGN Sep. 21, 2014 16:30 MP1 -PV Design Check.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat Location [ft]. Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (16.0) * psf PV DL Dead Partial Area No 1.67 10.75 3 .00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 2'-6" 13'4" Unfactored: Dead 111 , 69 Snow 229 151 Factored: Total 340 21.9 Bearing': F'theta 457 457 Capacity Joist 2658 1029 Supports 4101 1758. Anal/Des Joist 0.13 0.21 'Support 0.08 0.12 Load comb #2 #4 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. Existing Roof Joist Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1.-Lumber Stud Wall, D.Fir-L Stud; 2-Timber-soft Beam, D.Fir-L No.2; Roof joist spaced at 16.0"c/c; Total length: 14'-3.8 Pitch: 4/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); t WOodWorkS® Slzer y SOFTWARE FOR WOOD DESIGN ' MP1 -PV Design Check.wwb. WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : r' Criterion Analysis Value Design Value Analysis/Design Shear fv = 37 Fv' = 155 fv/Fv' 0.24 Bending(+) fb = 923 Fb' = 1504 fb/Fb' = 0.61 Bending(-) fb = 193 _ Fb' = 1050 fb/Fb' = 0.18 Live Defl'n 0.31 = L/442 0.76 = L/180 0.41 Total Defl'n 0.46 = L/297 1.14 = L/120• 0.40 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt : Ci - Cn •. LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 ` 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00. 1.00 0.698 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' .425 - 1.00 1.00 - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 229, V design 206 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 582 lbs-ft Bending(-) : LC #2 = D+S, M = 122 lbs-ft Deflection: LC .#4 = (live) LC #4 = (total) _ D=dgad L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern+ load in `this .span Load combinations:. ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC.International Building Code(IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be(extended to the. middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. - p ', (CALCULATION OF DESIGN WIND LOADS M.P1 _ `_ _ ___ Mounting Plane Information Roofing Material Comp Roof _ PVSystem_Type,;{. .}• . • =' � . k _ SolarCity,.SleekM_ountT"° � .� ''s `$ Spanning Vents Yes Stand ff,Attachment Ha dwar i= RT K-77 f n. .W. Com Mount T e C witFi`Lifter, Roof Slope 200 �4R na tO a h*� .� � u �' ' * "' _..14kt"� - ....m.t -.a.a.,t.sn,u .w_�' {{ Framinq Tvpe Direction Y-Y Rafters I?urlin S acin ,„ h." M ems' X-X Purlins Only! Ty NA",', Tile Reveal Tile Roofs Only NA TiJe'AttachmentSystem: ~ a Nile Roofs Only—, IStanding Seam Spacing SM Seam OnIv NA Wind Design Criteria Wind Design Code ASCE 7 05 Wind Desi WMethod - ••-A F ;i- .. . 9 �n.r. � .: ,�; ;: -:: �, ,� `, �3�.�� ,$�.. �.:`�`�. Partially/Fully Enclosedeth Mod f-x Basic Wind Speed V 110 mnh .Fig 6 1 Ex osure:Cate o ' ' n,f 1 � � �. ; CtR -,Section2`165.6:3H, P 9 rye . _ W<., .��x= t. .� Roof Style Gable Roof Fig.6-11B/C/D 14A/B Mean Roofliei Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic7rakci6 Trt ' .MQk;Ir ., E Ea "'`c , , 100� v, ., coon 6 5 Wind Directionality Factor Kd 0.85 Table 6-4 _ Im ortance'FactoF? vs ._ . >, MV7.� ,I�K=_ �"._� � '."�,"�u,.,� "�.r..��:'��,.,.����`1:0�° .. �.�, =.n•�,s; ' � �Table6-1`�ti„� Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext.=Pressure Coefficient Down W � — GC.1--- „- �:n x 0.45 ' �, ., .. ,,.=:y Fig'6-'11s/C/D'14A/s Design Wind Pressure p p =qh (GC) Equation 6-22 Wind Pressure U 19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever ', " $Landsca e Standoff Configuration Landscape Staggered Max Standoffjributaryi4rea '� -' Triti " ; <. £ 17 sf :." : , `sy _ PV Assembly Dead Load W-PV 3 psf —f WiW---µ._ - ,: T*actual'= *em s � 307,Ibs Net,Wind,Uplift at Standoff. �� Uplift Capacity of Standoff T-allow 500 Ibs Standoff:Demand Ca aci `£ � '_'- s ire .�:DCR .���F �. , �, � � _.,°�.a61.5/o �� tea, ��� sa" .� s'z =..,.;. -;:,s =LsX;fa .:>�3.. :.�, s:.��� ro,..,r. �..N.'�"' .o 5-s. .tea X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever r"' 'Portrait ;R19" Standoff Configuration Portrait Staggered MaxStandoff,.TributaryArea Tnb.`=max ;. Y 21sf• _ `;.Rw PV Assembly Dead Load W-PV 3 psfm l� Net,Wind;aUplift,at Standoff; Tactual ' Uplift Capacity of Standoff T-allow 500 lbs St ndoffDemand Ca aci k�� I;"'d,!WjD—C—R7; —�} 11..7797%, �. .° 76.9%x1 �Mz '"�,�� 1�,, F���, i LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 _ _ Roofing Type Comp Roof 1Layers) 25 psf -- _ _.. _... _ Re-Roof to 1 Layer of Comp? ' No . _ ._ . _•... y Underlayment , _ _y _-� Roofing Paper ;,7.5 psf Plywood Sheathing Yes 1 5 psf Board Sheathing _ __- .. None---- Rafter Size and Spacing _ 2 x 6 @ 16 in. O.C.- 1.7 psf _� _ Vaulted Ceilingr _ ..-.__ . � No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 psf MP2 7.5 Psf ; Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo - 20.0 psf Table 4-1 Member Tributary Area 200 sf Roof Slope Tributa Area Reduction R 1 _rY -- --.. _-- -_ _ 1_ _ _ Section 4.9 Sloped Roof Reduction Rz 0.975 Section 4.9 Reduced Roof Live Load Lr 4= (Ri)(Rz) E nation 4-2. Reduced.Roof Live Load Lr 19.5 psf MP2 19.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9� 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes b Effective Roof Slope 200 I Horiz;r Distance from Eve to Ridge , xW � :` s 13 + k 1 Snow Importance Factor _ IS 1.0 Table 1.5-2 �. _. Partiall y E xposed' Snow Exposure Factor Ce Table 7-2 Snow Thermal Factor All structures except as indicated otherwise 1.0 Table 7-3 Mirnmum Fla-f Roof Snow Load(w/" Rainon-Snow,Surcharge) -m'" �` 21.0 psf 7 3.4&7.10 Flat Roof Snow Load Pf Of= 0.7(Ce)(Ct)(I)pg; pf>_ pf-min Eq: 7 3-1 . 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof `O°f 1.0 Figure 7-2 Design Roof Snow Load Over Ps-.00f= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-roof 21.0 psf 70% - h ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CI-PV Unobstructed Slippery Surfaces . 1.0 Figure 7=2 Design Snow Load Over PV PS_ „= (CS-PV)Pf ASCE Eq: 7.4-1. Modules PS-PV 21.0 psf, 70% COMPANY PROJECT Woodworks® SOFTWARE FOR WOOD DESIGN Sep. 21, 2014,16:31 MP2-PV Design Check.wwb Design Check.Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (16.0) * psf PV DL Dead Partial Area No 2.08 11.17 3.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width (in) 1 Maximum Reactions (Ibs), Bearing Capacities (lbs) and Bearing Lengths (in) 3.2„ 0' 0'-6" 12'-4" Unfactored: Dead 86 83 Snow 180 168 Factored: . Total 266 252 Bearing: F'theta 457 457 Capacity Joist 2658 1029 Supports 4101 1758 Anal/Des Joist 0.10 0.24 Support 0.06 0.14 Load comb #2 #4 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. Existing Roof Joist Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2-Timber-soft Beam, D.Fir-L No.2; Roof joist spaced at 16.0"c/c; Total length: 13'-3.2'; Pitch: 4/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); c6 WOodWorkS® Slzer SOFTWARE FOR WOOD DESIGN MP2-PV Design Check.wwb WoodWorks®Sizer 10.1 �� Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 40 Fv' = 155 fv/Fv' = 0.26 Bending(+) fb = 1177 Fb' = 1504 fb/Fb' 0.78 Bending(-) fb = 8 Fb' = 985 fb/Fb' 0.01 Live Defl'n 0.47 = L/318 0.83 = L/180 0.57 Total Defl'n 0.71 = L/209 1.25 = L/120 0.57 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci 'Cn LC#. Fv' 135 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.655 1.300 1.00 1 .1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4. «'f: Emin' 0.51 million 1.00 1.00 - -. - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 235, V design = 218 lbs Bending(+) : LC #2 = D+S, M = 742 ,1bs-ft Bending(-),: LC #2 = D+S, M = 5 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind i=impact-Lr=roof consntr. .Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations.: ASCE 7-10 / IBC 2012 CALCULATIONS: _ Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from, all non-"dead loads,' (live, wind, 'snow..:) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection., Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. , 2. Please verify that the default deflection limits are appropriate for your application. . 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been'determined .using maximum back-span deflection. Cantilever deflections'do not govern design. oa [CALCULATION OF DESIGN WIND.LOADS%MP2 �� � Mounting Plane Information Roofing Material _ Comp Roof_ _ PV System T e k aSolarCity_SleekMountTm Yp ' Spanning Vents _ _ No y Standoff Attachment Hardware •,* t , .. ., 2 Com Mount T e C Roof Slope 20 Rafter Spacing., : . 16 Framing Type Direction Y-Y Rafters Purlin Spacin X-X Purlins Onl "' 9.__ -. _ _ . y. _. Tile Reveal Tile Roofs Only, _ NA Tile Attachment System Tile Roofs Only _NA Standin Seam S acin SM Seam OnlyNA Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic.Wind Speed V 110 mph Fi 6-1 Exposure.Category __ _yC_ _ Section 6.5.6.3 Roof Style _ _ _ _ _Gable Roof Fig.6-11_B/C/D-14A/B Mean_Roof Hei4 ht M _ -h a 15 ft _ Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor . _ _. . .. _ Krt__ -__ . _ _ ,_ _... _ _ _1.00_ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Krt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf ` Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC p~,. " .. .`" 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p =qh (GC) Equation 6-22 Wind Pressure U ° -19.6 psf. Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever,.__ Landscape_ _ - —_ �_24 _ _ ._. . ,_ . _ .. NA_ ---- Standoff Conficluraition Landscape Staggered Max Standoff Tributary,Area Trib *. 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind.Uplift at Standoff_, ___. ___Tactual- -307,lbs, Uplift Capacity of Standoff_ _ T-allow 500 1bs _ Standoff Demand Ca aci — DER,- _ - X-Direction Y-Direction Max Allowable Standoff Spacing _ _ Portrait _ , 48" _ 64" Max Allowable Cantilever . _ __ _ _Portrait._ 20"-_ -. NA Co Standoff nfi uration Portrait Staggered Max Standoff,Tributary-Area,_ , _ Trib 211 PV Assembly Dead Load W-PV 3 psf _:_ _____.__ - _ _ v -. ..— . - - . - Net Wind Uplift at Standoff _ _ ��_T-actual_ u. - ---385 Ibs _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR . 6 9% _ -� �F"E�� Town of Barnstable *Permit# 2 Expires 6 months from issue date gpgt„STpg : Regulatory Services Fee , MASS. Thomas F.Geiler,Director a639 ♦0 ' Building Division Building Commissioner �� �'Tom Perry, g � Ar 200 Main Street, Hyannis,MA 02601 JU t Office: 508=862-4038 TQ , N , 0 �� Fax: 508-790-6230 VVIV OF EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY BARDS V ,Not Valid without Red X-Press Imprint rA Map/parcel Number O g-p d,4,4� Property Address J-� r , T�`N 1 le 'Residential Value of Work.0c odd Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Contractor's Name Z_// Telephone Number Home Improvement Contractor License#(if applicable) A2C74rT 9 Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner jilol have Worker's Compensation Insurance Insurance Company Name '� �`� Workman's Comp.Policy# 4;21 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to �i�• ❑Re-roof(not stripping. Going over existing layers of roof) Re-side �teplacement Windows. U-Value Y_Z (maximum.44) *`*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Pro Owner Letter of Permission. Home Impro m ontr s License is required. Signature 4 Q:Forms:expmtrg Revise063004 . . ✓(� Vr CZY�%iryA7�7 O�u�g�CL4442( � BO`AF p O,�BIIjQCD GRMMU=LATIO,t S r Licens G-OW97FRUC-ftrOMa�IUOFMRVIGA NU,in1 W 0714507 xless.i ffi 00'5 Tr.no: 348T- 6 . RZ f DAdVIIIDJ LINNEL&JJ, zr� Y'AR+MNOPH10®.Ft,T, IUI C"..1N2675 ,. iAd omf '�toF o ;i 'Re ulations and Standat'ds Board of Building g T CONTRACTOR HOME IMF ROVEMEN . Re fi to...z 912006 CINNELL ENTERPRSEB r DAVID LINNELLFr '59 FREE BOARD inistrator YARMOUTHpORT,MA 026Z5 Aden Town of Barnstable Regulatory Services i ,$ Thomas F.Geller,Director Building Division . TomPerry, Building Commissioner 200 Main Street, Iiyannis,MA 02601 wwwAown.barnstable;ma.us Fax; 508-750-6230 office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using A Builder, ` VA iii, k cywk�r ,as Chvner of the subject property hereby authorize to act on my behalf, in all rriatters relative to work authorized by this building permit application for; (Address of Job) S' afore of Owner D to A Lgley. Print Name34ftk - • � . rn.rntnsowT.771.TTCSTCIN'• .°9. , �T "N\ The Commonwealth of Massachusetts ` . . £ == ; Department of Industrial Accidents — Office oflnvestigations 600 Washington Street, 7 h Floor ; Boston,Mass. 02111 Workers'Com ens on Insurance Affidavit:Building/Plumbing/Electrical Contractors,.: .• y�., ••;.� , 'h��a'n�a'li��fi'a i '#'w61s�':�'•.$1 . -i e$' � � ����:i`4" +� �'s i �'�'t,� '. .��1 `� '�`�S`1' ..���t��� 4 �•, .';: �, r^'�- n' is , name address: city state: zip: phone# work site location full address): , ❑ I am a homeowner performing all work myself. Project Type: ❑New Constructio emodel I am a sole proprietor and have no one workingin an capacity. ❑Buildin Addition 'Al � i� �4r.am an employer providing workers' compensation for my employees working on this job. company name: �s�!/oL/�/J /J�I�Q/��/J•,��� address: i1/ city: phone#: insurance co. 1Dolic # Pci:.•C3ia`i5: '.:aa.tif• 1+r'ud'ra?iiSX+iZ:�'s Ka.;laiu:`�s Isis:r".' �R'0.'`:ih:4%:FL^o;L�t `^x r r,:` ,�det:'• ":�`'ev ..r .:.a` - . `sr�:>'�•��:i�;"..x3s�;;::�`:6�se�:z`:..�"a�`:�ir. �...'?:,r:iso�k..a�f'.aT.r.:.:;'`•:xsc�.-:a:::+.s�.�.:?r.�':ta•�r�.�an�.%: , ❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers'compensation polices: company name: ' address" city: city• phone M insurance co. policy# U::'�:'•�.'wrt""'�':•iyy.... {{yy d•S'rs•i ,,yyrr,,,,, °�,`Yld',+,'.i: .',-.b,..�. �.p,,,r.qp ;ry.{�'.s.'� '.w., o i- Y :.t ..'r''7G:YC'�: .�Y:F.'-4 J":.• i,r-� ..k°•�..`.7Sap�'A-T i.•'X:i.RYTkai•9•�'ir��•:`.�311.1.}5:�.... 6`+ "!i� ar•i.r:i.,,. ., 7. . i'„&';'a-i�3:.:$:.?s:cl:ai.:: •"•'.i�:•,Yr3';;*µ+.�i..:ar,.:��r'�0��� ;:�:ri.�:4!'''>"i'F_:7.�.�.;n�t,,:-r'tr company name: address: city. phone#• Insurance co. ��������� y� olic # 7 T4 o r a li�"al; ...et'�i'i����a y�` a N �k" +t i� +s #� Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties of a fine up to$100.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a' copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. t do hereby certify under the pa' s an ena!' of perjury that the information provided above is itrue and correct. Signature Date ` O , Print name ��c�/%r7 �i�/ / . 1�_ Phone official use only do not write in this area to be completed by city or town official city or town: permitllicense# ❑Building Department []Licensing Board ❑check if immediate response is required []Selectmen's Office ❑Health Department contact person: phone#; ❑Other trwiscd sC,L 2oaa) f 'Information and Instructions Massachusetts General Laws chapter 1.52 section 25 requires all employers to provide workers' compensation for their . employees. As quoted from the"law",an employee is defined as every person in the service of another under.any contract of hire,express or implied,oral or written. . An 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 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. ,19 E,�r� ,. ��.r .g , s sc r r�`.d5.'%a„'�E�,t...t3�+'' ."44`��.,..•,... .. q+G' {'. Applicants Please fill in the workers compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of 'Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the 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. r 4r+ ':4$. F.^,"V;T3. 1�� y. 'T- nR,r,-,: ,.� :�`.� {••.F`y:'STk. r n•t�'•"1v':=?',�; P.;` , �' { ',��tr .� }. t j ` -4t. •:r..r.,�'� i,,: ��b,-.r. •c:'.r, irrg•Fti. •• { � 'y�.h� "' ��i�3+��wa+r` '" -A=M::�,` "�, ;'i�,�� 2s�•F�.��'<:;�>;:';.,,.+��':'R: �,�r� 5'"ti='••Y�'„'�,D,� ��Lss.•.�.:[.:i,A;E.s�4+'".. , � City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. f� .:,• ;.Y :� _ - rr. d' tr' �• J' :%ii�,+:.'�i..• . � f{� :.�,.e.}yam�tl. r.Kn' e.ea: te�p dY'The artment's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`h Floor Boston,Ma. 02111 fax#:(617)727-7749 phone#: (617)7274900 ext.406 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NITS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT • PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: 28 AHJ: Barnstable s REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) ' • ad - � - CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 4 7 4 00 CROCKER, JUDITH A CROCKER RESIDENCE Justin Davis . o�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•,,,r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 BIRCHILL RD 5.1 KW PV ARRAY ;;S PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX SOLARCITY EOUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVRTER: T: (650)638-1028 F: (650)638-1029 SOLAREDGE # SE380OA-USOOOSNR2 5087371095 COVER SHEET PV 1 9/20/2014 (888)-SOL-CITY(765-2489) www.solarcity.com Ed PROPERTY PLAN Scale:1" = 20'-0' 0 20' 40' J B-0 2 6 47 4 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER \\,,`�OI���'� CONTAINED SHALL NOT BE USED FOR THE CROCKER, JUDITH A CROCKER RESIDENCE Justin Davis •A " BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ••� r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 BIRCHILL RD 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: T- (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER. 5OH7371 O95 PV 2 9 20 2014 (888)—SOL—CITY(765-2489) www.solarcitycom SOLAREDGE SE3800A—USOOOSNR2 PROPERTY PLAN / / PITCH: 20 ` ,: ARRAY`PITCH:20 .• ., P- M 1 AZIMUTH:230 ARRAY AZIMUTH:230 R MATERIAL Comp Shingle STORY: 1 Story �+SKCF PITCH: 20 ARRAY PITCH:20 P • �Z1 M 2 AZIMUTH:230 ARRAY AZ IMUTH:230 Y00 JIN � ' , = MATERIAL :Comp Shingle. STORY: 1 Story ce y No.4 r • AL .9 u � Digitall o Jin _ Kim y Date:2014.09.22 09:53:20 7'07'00' , .. •yz a e r a- ..- a. - ,.� . . .. �µ ` • _ "LEGEND E UTILITY METER & WARNIN • , , Y, �. ❑O �,) G LABEL - INVERTER W `INTEG TED DC DISCO K ` ' Inv 1 Inv &'WARNING LABELSRA w u =A= © WARNING LABELS C AC DC DISCONNECT & WAR G F, -1 © AC :. -- WARNING LABEL h B � 'AC DISCONNECT & WA S „ u `_ DC JUNCTION'/COMBINER BOX & LABELS M O a Mpg .ry &.LABELS DISTRIBUTION �PANEL. A WARNING u � Lc LOAD CENTER & WARN LABELS a.. . � � C + . �• DEDICATED PV SYSTEM METER ' •A,. - w. s 'CONDUIT RUN ON, EXTERIOR STANDOFF LOCATIONS ` r CONDUIT RUN' ON INTERIOR }: E , e � ``GATE/FENCE;: Q HEAT PRODUCING VENT ARE RED S 'INTERIOR,EQUIPMENT IS DASHED SITE PLAN 8" _ . Scale: lJ — 1� ,. 01' 8' 16' w FOR— CONFlDENTIAL THE INFORMATION HEREIN JOB NUMBER: II ^ ^ PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE IJB—O26474 OO GROCKER �� ��'!lSolarCit DITH A CROCKER RESIDENCE Justin Davis BENEFIT OF ANYONE EXCEPT SOLARCnY INC., MOUNTING SYSTEM: ,; ' ' ' �.,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C. 50 BIRCHILL 'RD 5.1 KW` PV ARRAY - g y. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION MATH MODULES BARNS IT ABLE, MA 02632 1 - It 11 THE SALE AND USE of THE RESPECTIVE (20) CANADIAN SOLAR`# CS6P=255PX St.Martin Doug MA 01 a u� SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME., SHEET: REV DATE 24 Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: L• (650)638-1028 F. (650)638-1029 SOLAREDGE SE3800A-USOOOSNR2 5 $7371095 :' SITE`PLAN : , PV 3 9/20/2014 . : (888)-soL-CITY(765-2489) www.solarcitycom S S1 1 —6' 10'-10" 11'-10" (E) LBW 6 (E) LBW SIDE VIEW OF MP1- NTS SIDE VIEW OF MP2 NTS -A g MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES n LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48:' 20" ROOF AZI 230 PITCH 20 ROOF AZI 230 PITCH 20 RAFTER 2X6 @ 16 OC ARRAY AZI 230 PITCH 20 STORIES: 1 RAFTER 2X6 @ 16 OC ARRAY AZI 230 PITCH 20 STORIES: 1 C.J. 2X6 @16" OC Comp Shingle C.J. 2X6 @16" OC Comp Shingle f PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER - & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH %%kOF ZEP COMP MOUNT C - __ _ _ POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. O? YQO IN Cf VI ?� (E) COMP. SHINGLE (1) (4) PLACE MOUNT. No.4 7 (E) ROOF DECKING (2) V INSTALL LAG BOLT WITH L 5/16 DIA STAINLESS (5) (5) SEALING WASHER. �' 4 STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES NSTALL LEVELING FOOT WITH Digitally igne y Yoo Jin Kim WITH SEALING WASHER C(6)F BOLT & WASHERS. Date:2014.09.22 09:53:27 (2-1/2" EMBED, MIN) 07'00' (E) RAFTER #_5TA_Nln7 /2" = 1' J B-0 2 6 4 7 4 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFlDENIIAL THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE UD FOR THE CROCKER, JUDITH A CROCKER RESIDENCE Justin Davis I,`�Oh��I�" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: "'A' r® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 BIRCHILL RD 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE MA 02632 - THE ORGANIZATION,SALE AND SEEXCEPT OF IN CONNECTION THE RESPECTIVE 20 CANADIAN SOLAR CS6P-255PX ' 24 St Martin b Drive,Building 01 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) PAGE NAME SHEET: REV DALE T: (650)M638-1 28 F:A(650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: SOLAREDGE sE380oA—us000sNR2 5087371095 STRUCTURAL VIEWS PV 4 9/20/2014 (666)-SOL-CITY(76.12469) wwwsolcrclty.cam UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: I ^ ^ PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE v B—0 2 6`h 7`t 00 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: CROCKER, JUDITH . A CROGKER RESIDENCE Justin Davis a SolarCi ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMt T C 50 BIRCHILL RD 5.1 KW PV ARRAY h. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, e r� I" ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (20) CANADIAN SOLAR # CS6P-255PX 1752 SOLARCITY EQUIPMENT. WITHOUT THE WRI111T1 PAGE NAME: SHEET- REV DALE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER: T: (650)638-1028 F: (650)638-1029 SOLAREDCE SE380OA—USOOOSNR2 5087371095 UPLIFT CALCULATIONS PV 5 _ 9/20/2014 (888)-SOL—CITY(765-2489) ,—.SalarcRy.wm GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N GEC TO TWO N GROUND Panel Number: Inv 1: DC Ungrounded GEN #168572 ( ) � ( ) INV 1 —(1)SOLAREDGE ## SE3800A—USOOOSNR2 LAB EL- A —(20)CANADIAN SOLAR CS6P-255PX RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43943426 Tie—In: Supply Side Connection Inverter; 38QOW, 240V, 97.5% w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W#234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER Disconnect CUTLER—HAMMER 100A/2P 5 Disconnect 4 SOLAREDGE B 20A SolarCity SE380OA—USOOOSNR2 A L1 290V 1 2 - - - g L2 A C. 3) N 3 Dc MP1-: 1x8 (E) LOADS GND _ ___— GND --_-------------_-------_ _ EGG ___ DC+ DC- - MP2: 1x12 ' GEC N pG - DC- EGC— ----—————————————————————— -- '--—— --—EGC -- J I N _J c EGC/GEC_ I I I _ GEC TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I I I r I I I I I I r I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Ground Rod: 5/8" x 8'. Copper 6 (1)CUTLER—HAMMER #DG222NRB Q (1)SolarCity p 4 STRING JUNCTION BOX —(2)ILSCO }IPC 4/0—#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC ^ 2x2 STRMGS, UNFUSED, GROUNDED DC Insulation Piercing Connector, Main 4/0-4. Tap 6-14 C (1)CUTLER—HAMMER $DG221URB PV r Q)SOLAREDGE4P30o-2NA4AZS S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Disconnect; 30A, 240V'C, Non-Fusible, NEMA 3R PowerBox ptimizer, 300W H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. —(1)CUTLER—NAMMER H DGO3ON8 Ground eutral Kit; 30A, General Duty(DG) nd (1)AWG6, Solid Bare Copper —(1)Ground Rod; 5/8" x 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#6, THWN-2, Black 1 AWG #10, THWN-2, Black �(�' 1 AWG$6, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG#10,PV WIRE, Black Voc* 500 VDC Isc =15 ADC O (1)AWG 06, THWN-2, Red ®IBF (1)AWG#10, THWN-2, Red O fsa;I—(1)AWG#6, THWN-2,Red Vmp =350 VDC Imp=14.38 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.75 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC LL`LL (1)AWG #10, THW N-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC _ _ . . . . . . . I... 0)AWG P.Q. THW -2,.Green, EGC. -(1)Conduit.Kit,.3/' .EMT . . e Copper. EC. -(1)Condui Kit;.3/'. MT. .. . . . . . . . .- 1)AWG �,.1IW - , Green EGC/ - t .( )AWG$10,PVWR , k Voc* 500 VDC Isc =15 ADG . Kt . .-(1)AWG G,.SolidBa . . . . . . . . O (1)AWG#6, Solid Bare Copper.EGC Vmp —350 VDC Imp=8.63 ADC . . .. . . .. . . .. . . . . .. .. . . . . . . .. . . . . .. . . . ... . .. . . . . . . .. . . . . . . . . ... . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0 2 6 4 7 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: S CONTAINEDD AL SHALL NOT BE USED FOR THE CROCKER, JUDITH A CROCKER RESIDENCE Justin Davis �.•e " BENEFIT OF ANYONE EXCEPT SOLARCIY INC., MOUNTING SYSTEM: 10.' olarCit NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C ORGANIZATION, 50 BIRCHILL RD 5.1 KW PV ARRAY14 PART OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02632 THE SALE AND USE OF ITHE RESPECTIVE N CONNECTION WTM 20 CANADIAN SOLAR CS6P-255PX r 24 St.Martin Drive,Building 2,unit 11 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PSOLARCITYERMISSION of solaRaTY INC.EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 R (650)638-1029 PERMISSION SOLAREDGE # SE3800A-1.11SOOOS02 5087371095 THREE LINE DIAGRAM PV 6 9/20/2014 (8118)—SOL—CITY(765-2489) www.sdarcity.com j Label Location: Label Location: Label Location: MM&1e o • •@BOOM (C)(CB) a Ilf�(1��3 (AC)(POI) (DC) (INV) Per Code: l�l�!`�'J Per Code: _ _ Per Code: NEC 690.31.G.3 0 0 0 0 o n •-• NEC 690.17.E • o e ° o- •°•-• NEC 690.35(F) Label Location: o :o •• • - o 0 0 TO BE USED WHEN O O O (DC)(INV) °•° ' - • -e ' ° • ' INVERTER IS D O Per Code: o- --o o UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o (POI) .o (DC)(INV) Per Code: -° -- Per Code: e - ° °- NEC 690.64.13.7 Am M ° - NEC 690.53 0 0 o e ell _ u Label Location: (POI) Label Location: - o o Per Code: o (DC)(CB) •-o •o 0 0 ° NEC 690.17.4; NEC 690.54 Per Code: e •L m o -• NEC 690.17(4) :o •- o•o •o 0 0 o o- e. e• •- MIA ONA •rye'' r� •�, ' 0 ' Label Location: o ttiW�7 (DC)(INV). Label Location: ' LAJV`�J Per Code: �rrnYvl (D) (POI) ° •-° NEC 690.5(C) ULIV Per Code: -o- • :• • ®;, •Sam NEC 690.64.B.4- t Label Location: Label Location: p (POI) O O O (AC)(POI) . -o - o - Per.Code: ' (AC): AC Disconnect e • o - Y C : Conduit D O Per Code: NEC 690.64.B.4 ( ) NEC 690.14.C.2 (CB): Combiner.Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect G1 (AC)(POI) (LC): Load Center •" -" Per Code: NEC 690.54 (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `�•••�� ®�®p® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ISEEIMEMIMA IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set SolarCit T EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� ®oLMM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o SolarCity SleekMounff - Comp SolarCity SleekMounff - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleT"'modules Proper Diameter for aesthetics while minimizing roof disruption and b 1 Drill Pilot Hole of Pro p labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL . Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps,combined with the addition / � � C }~' Q Seal pilot hole with roofing sealant � of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 t �' to a more visually appealing system.SleekMount as"Grounding and Bonding System" ©3 Insert Comp Mount flashing under upper utilizes Zep CompatibleT"' modules with .Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Q Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing _ upon flashing 1 standoffs required. In addition, composition O5 Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance shingles are not required to be cut for this with sealing washer system, allowing for minimal roof disturbance. •Applicable for vent spanning functions j _ y-- ,. � © Secure Leveling Foot to the Comp Mount '- using machine Screw Q7 Place module O Components © 0 5/16"Machine Screw B © Leveling Foot © Lag Screw ®D Comp Mount © 0 Comp Mount Flashing r ® �t _%bad SolarCity® January Janua 2013 FO U� LASTED � SolarCity® January 2013 - • t _ _ .e'�dgeDes`gn Nl� . ; CS6P-235/240/245/250/255PX ` 4e ougnFla0 Sr- ' CanadianSolar r . Black-framed' . TBteakco r •. 4 Eseetrical.Data � x w" CS6P-235P OS6P-240P cssP-2 fi F°A 45PXCS6P-250PXCS6P-255PX Temperature Characteristics ^ Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W Optimum Operating Voltage.(Vmp) 29.8V 29.9V 30.0V 30.1V 30.2V - - Pmax -0.43%/°C Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A '8.43A Temperature Coefficient Voc --0.34%rc Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 10.065%/C { ;F Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating--- 14:61% 14.92% l Temperature 45t2°C i s - I • 0 • 15.23% 15.54% 15.85% Module Efficiency Operating Temperature - 40-C-+85-C Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V UL Industry leading performance at low irradiation I Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an •T Application Classification _ ClassA Irradiance of 1000w/m to 200w/m' _ - M1 r Power Tolerance 0-+5W- - (AM 1.5,25•C) r, Next Generation Solar Module 4 / Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrumAM 1.5 and cell temperature of25'C ``a'.:". .' •�' "I^-<." '� r „ NewEdge,the next generation module designed for multiple ' EngineeringDrawingS r NOCT CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX types of mounting systems,offers customers the added Ya a Nominal Maximum Power(Pmax) 170W 174W 178W 181 W 185W value of minimal system costs,aesthetic seamless i. Optimum Operating Voltage(Vmp) 27.2V 27.3V a 27.4V 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A , v - # Open Circuit Voltage(Voc) 33.9V 34.0V 34.1V 34.2V 34AV _ { The black-framed CS6P-PX is a robust 60 cell solar module; Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A 1 g � incorporating the groundbreaking Zep compatible frame. � Under Normal Operating Cell Temperature,Irradiance of8OOW/m',spectrumAM 1.5,ambient temperature 20)C, , r The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding Mechanical Data - - system.The module uses high efficiency poly-crystalline cell Type Poly-crystalline 166 x 156mm,2 or 3 Busbars - silicon cells laminated with a white back sheet and framed "t Cell Arrangement 60(6 x 10) Key Features :m y y, I with black anodized aluminum.The black-framed CS6P-PX Dimensions' 1638 x 982 x40mm(64.5 x 38.7 z 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2lbs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop r J-BOX _ IP65,3 diodes _ - ffiffil installation costs in half Best Quality ^ - Cable 4mm(IEC)/12AWG(UL),1000mm I ' • 235 quality control points in module production.' t Connectors MC4 or MC4 Comparable Aesthetic seamless appearance low profile" • EL screening to eliminate product defects ` 1 Standard Packaging(Modules per Pallet) 24pcs with auto leveling and alignment Current binning to improve system performance + Module Pieces per container(aoft.container) 672pcs(ao'HQ) o • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's l-V Curves CS613 255PX i mounted,it's grounded Best Warranty Insurance ) o , - ( ro S ;Theft resistant hardware 1, 25 years worldwide coverage + s n I • 100%warranty term coverage s a SectionA-A. -- - ' Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights r f 'f T { f 35.0 and grounding system Non-cancellable (-• e f I • Industry first comprehensive warranty insurance by Immediate coverage l$a 6 it AM Best rated leadinginsurance companies in the • Insured by 3,world top insurance companies " t P r o a ona world _ -v°wdmt Comprehensive Certificates /m2 =25C • Industry leading plus only power tolerance:0-+5W �awax • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, a°_°"� 2 _ -85z - its F s 40 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS °a a to 1a is ad x,sa.40 ° I - ` " e 929 I o s id 1a_��a as aas ground mounting systems IS09001:2008:Quality Management System I ° _ „'�. - .. • -w fi 'Specifications included in this datasheet are subject to change without p for notice. ISO/TS16949:2009:The automotive quality _ ,._ _•,. • ,_.. . _ __ _-r.. " _..� _-..a_ , �. . - .. ;., _,.., .:.. ., ... _ •' »';. .. • Backed By Our New 10/25 Linear Power Warranty management system { , Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental ) About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 100% p g y-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 97% AddedV • QC080000HSPM:TheCertificationfor companies. As a leading vertical) afue Fro manufacturer of Ingots,_wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing so% m W Hazardous Substances Regulations arranty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. ,* "s • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide eo% ,< e ¢ 1 occupational health and safety k customers. Canadian Solar's world class team of o% s 10 1s zo zs REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. r� •10 year product warranty on materials and workmanship s ,`gt l E � 00 no -25 year linear power output warranty ail www.canadiansolar.com tEN-Rev10.17 Copyright 0 2012 Canadian Soler Inc. solar=oo �] solar=oo SolarEdge Power Optimizer ^� Module Add-On for North America IJoV P300 / P350 / P400 SolarEdge Power Optimizer { C P300 D350- P400 - Module Add-On For North America (formodule: DV (for 72-cell DV (foroduleI PV modules) modules) modules) P300 / P350 / P400 INPUT ^ ^ � Rated Input DC Power�'� � 300 350 400 W IU1 Absolute Maximu Input. .Volt...a c a ge(Vot lowest temperature) 48 60 80 Vdc r `ter m .. .. ..... ... .......................... .................................... ... ........ .. 1. MPPT Operating Range............... 8..48:........ ...........6.6D...................8 80 Vdc.... ............. .................................. ........... .... .. .... ..... ......... - Maximum Short Circuit Current(Isc) 10 Adc .......................P........................................................ ,................................................................................................ Maximum DC In ut Curren[ ......................................12.5...........................................Adc..... ........ ......................... ............... .... .. Maximum Efficiency 99.5 % ............................... .................. ... .Weighted Efficenty 98 B ................ % ... ....... ..g.....g.ry..... ... .... .. ................................................... Overvolta a Category II OUTPUT DURING.OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ' r1 Maximum Output Curren[ 15 Adc Maximum Output Voltage 60 Vdc / n_ OUTPUT DURING STANDBY(POWER.OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC............................................................. ............................ .... ....FCC Part15 Class B,IEC61000:6:2,,IEC61000 6 3 .... ......... .... ..... a•+ - Safety IEC62309,1(class II safety),UL1741 _ RoHS Yes INSTALLATION SPECIFICATIONS �" me Maxmum Allowed System Voltage................................. ....... ......... ..Di. . 1000 ........................... Vdc..... enslons(W xLx ... H) ....... .... ..........141x212,z 40;5/.5S5 x 8.34 x1S9.... ......... mm/in _ m. Weight(including cables).......................................I._ 950/2 1 gr/lb* " Input Connector MC4/Amphenol/Tyro !^: Output Wue Type/Connector Double Insulated Amphenol ......... .......................... ................. ... ..... ....... .. . , Output Wire Length 095/30 12/39., m/k ...P.......g......pg............g.................... ......... .. .A. ....n................................................... .........L......+..... ......... ............... . O eratin Tem erature Ran a 40 85/40 185 C/-F i Protection Rating IP65/NEMA4 RelativeHumiditY........................................................ ................ ............0 100........................................0'6.. �. Rene s*c co..e.o�me modwe.mmwe or eo.o«sx Rore.oae.Ro.e miwm. 1 PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE !'INVERTER - - 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 ........... .......g.... ..(......v.........., Maximum Strin Len h PowerO rinnizers 25 25 50 x — Up to 25%more energy ........................per S...g..... ....................... ........... .... ....... .... .. ....... . Maximum Power er Strin ______...5250.......... ..........6000...._.... ..........12750......... W — Superior efficiency(99.5%) ............................................................................... . ............. Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes . t f Flexible system.design for maximum space utilization — Fast installation with a single bolt - -_-Aa -......n• ,.< - - _ ... -......_.._ ....,,_.r Next generation maintenance with module4evel monitoring ' Module-level voltage shutdown for installer and firefighter safety ' USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.US 'zgwin FEZ c .. ..® BABISTABL TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO . TYPE OF CONSTRUCTION TO THE INSPECTOR OF BUILDINGS: The-undersigned hereby^applies for o permit according to the following Thfdrmationr ionLocation Proposed Use f Zoning District y.Fire District Name of Address Nome of Builder Address Name of Architect Address Number of tooms Foundation Exlerior Roofing f:\A.-Srd.. Floors Interior Heating Plumbing ..^ Fireplace Approximate Cost Difinitlve Plan Approved by Planning Board 19 Diagram of Lot and Building with Dimensions I I ij /V/^^f /?<£•'^>£2- I hereby agree to conform to all the Rules and Regulations of the Town of Bornstoble regarding the above construction. Nome Small,Alan No Permit for single family dw^llng-garage Locotion so Birchill Road Centerville Owner Alan Small Type of Construction frame Plot Lot #7 Permit Granted 19^5 Dote of Inspection .... Dote Completed 19 PERMIT REFUSED 19 Approved 19