Loading...
HomeMy WebLinkAbout0141 PERCIVAL DRIVE t J C o � e 0 L i `l 9 i 41 A IN �aEcvuEo�o 0 UPC 12543 No. $pOS CpNSJ� iR HASTtHGS, MH 1 i i I 1 1' i . ------- ----- ---- -- - -- .......... . Application Number.......�..d...1.. .\�J.......... i BARINWASLY. = MAY 31 2019 Permit Fee.TqW' OF BARNSTABLE ........... MAM ........................... .....OtherFee............. i639• �� c �:..PLANNING&DEVELOPMENT Total Fee Paid................ ..... ............................... ...... p� � TOWN OF BARNSTABLE PermitApproYaal Y..,. &,�1�,.'4/,..............on... ... BUILDING PERMIT .. MV.. . ...........Parcel.....Q1 ............................. APPLICATION Section 1 — Owner's Information and Project Location - ,Z?roject_Address /y� �%1'CO j/lJ ,�� Village l,/esf 0 ewn rs"Name V cOwners-Legal Address ,City, We-5I �d�'J�?�i�/� State Iq t Zip Owners Cell # —5:?62 E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 — Type of Permit . ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description /1 Town of Barnstable Building t � Post This Card So That it is Visible From the Street Approved Plans Must be Retained on Job and this Card''Must be Kept WAS _ • 16�¢ � Posted Until Final Inspection Has Been Made.. � 'x r� Permit 19. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. i e Jlill Permit No. B-19-1773 Applicant Name: CHEGLAKOV,ALEXANDER&SVIATLANA Approvals Date Issued: 07/12/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 01/12/2020 Foundation: Residential M_a_p/Lot: 110-001-015 Zoning District: RF Sheathing: Location: 141 PERCIVAL DRIVE,WEST BARNSTABLE f Contractor Name: HOMEOWNER IS APPLICANT Framing: 1 Owner on Record: CHEGLAKOV,ALEXANDER&SVIATLANAI Contractor License: EXEMPT 2 Address: 141 PERCIVAL DRIVE - - - - i Est. Project Cost: $16,000.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $131.60 Description: Convert Attic Space Between Main Structure and Garage to Fee Paid: Insulation: ! $131.60 Functioning bathroom with sink, bathtub andtoilet Final: Date: 7/12/2019 Project Review Req: Plumbing/Gas Rough Plumbing: �\Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after-,issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I- -- - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: / Service: 1.Foundation or Footing 2.Sheathing Inspection _ �$ - Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application Number.................................................... Section 5—Detail ' Cost of Proposed Construction 16,000 , Square Footage of Project- D S�. J . Age of Structure 15- Dig Safe Number # Of Bedrooms Existing T Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectors ❑ Plumbing ❑ 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 ❑ Yes ❑ No i 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 Yazd Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated: 11/15/2018 Application Number........................................... Sec on 9= Construction Supervisor PLANNING&DEVELOPMENT Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massa chuusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number? Cell or Wo 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 documentation required by 780 CMR and the Town of Barnstable. Signature D S Z g APPLICANT SIGNATURE Signature Date Print Name ev ,,o/-60?/,4T-e.1ephone Number Z g V 2 (� \E-mail permit to: S'V e 4 ol-- /m es rzr�j I a A 00, t o m The Conunonwealth of Massachusetts Department of Industrial Accidents MAY 31 2019 Office of Investigations ly 600 Washington Street Boston,MA 02111 PLANNING&DEVELOPMENT www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 0 Pleased Print Legibly Name(Business/Ommiizatimtlndividual): X' Gt e de.4- Address: City/State/Zip: 01663 Phone#: <;C)�U Z �� S Z 6 2— Are you an employer?Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/orpart-time). s have hired the sub-contractors 6. []New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for mein any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp.insurat ce.i ❑ red.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. I�am a homeowner do' all work officers have exercised their 11. Plumb' repairs� right of exemption per MGL ❑ � or additions ysel£[No workers comp. emP p 12.❑Roof repairs insurance required-]t c. 152,§1(4),and we have no employees.(No workers' 13.❑Other comp.insurance required-] *Any applicant that checks box#1 must also till out the section below showing their workers'compeasation 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 subcontractors 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 isproviding workers'compensation insurance for my employeeL Below is thepolicy 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 fora of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify unde7/e� penalties of perjury that the information provided above`is true and CorrectSiDate: �/ 2 Phone#: ��(� 20 C) 2 G QjTcial 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.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I TOWN OF BARNSTABLE OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE STATEMENT OF UNDERSTANDING As property owner/contractor/agent for the construction at: 110/001/015 141 Percival Drive Map/Parcel Number Street West Barnstable Village Only minor changes may be approved by the Committee without a new application and a hearing. Minor changes include things like moving a single window or door or a minor change of color. All changes by amendment require the Committee's written approval. A request for change must be submitted to the Committee in writing. Approval must be obtained before incorporating the change into the project. For more than one revision to approved plans, a new application for a Certificate of Appropriateness must be applied for. Failure to comply with approved plans may result in the Building Department issuing a stop work order or denying an Occupancy Permit. I HAVE READ AND UNDERSTAND THE ABOVE STATEMENTS June 19, 2019 Signed: Date Signed: Paul Richard,Chair,Old King's Highway i Kelleher,Robert&Sandra,named buyer in a Purchase &Sales Agreement with Weir,George & Nancy,1680 Hyannis Road,Barnstable,Freeman Lothrop House,built 1873,inventoried Remove sloped roof on the south side to expose original Mansards and install roof deck and railing over flat roof area;replace,remove and relocate windows,relocate door,re-roof,replace 2nd story shingles and add scalloped pattern ***Certificate of AppropriatenessApproved as Submitted noting the revision to side four which changes three windows to one;Also the committee asked that the applicant install applied exterior grills to the window on the elevations facing Hyannis Road*** Cheglakov,Alexander,141 Percival Drive,West Barnstable,Map 110,Parcel 001/015 Change roofline between main house and garage to accept 2nd story bathroom ***Certificate of AppropriatenessApproved as Submitted*** Any person aggrieved by a decision of this Committee has a right to appeal to the Regional Commission within 10 days of the filing date of this decision with the Barnstable Town Clerk.- All certificates issued will expire one year from the date of issue, or upon the expiration date of any building permit issued for the work, whichever expiration date shall be later. The committee may renew any certificate for one additional year,providing the request for such renewal is received at least 30 days prior to the expiration date. Date: June 20,2019 cam, O D Z.X PQ o to O 4�% i BARNSTABLt TOWR CLERK{ Town of Barnstable Old King's Highway Historic District Co ttee DECISION § M 20 At0 Z4 Wednesday,June 19,2019, 6:30p n The Barnstable Committee of the Old King's Highway Historic District Committee, acting in accordance with the Old King's Highway Regional Historic District Act, Chapter 470, Acts of 1973 as amended,has held a hearing and made determinations on the following applications: CONTINUED APPLICATION Ordway Properties,2211 Main Street,West Barnstable,Map 237,Parcel 137, Smith-Jenkins Homestead,built 1775-1780,contributing building in the Old King's Highway Historic District Revised front elevations-change from doghouse dormers to shed dormers ***Certificate of Appropriateness Approved as Amended as per the revised plans dated June 14, 2019 showing a shed dormer, the removal of the entrance portico, and addition of a 3ft wood fence at the front elevation *** APPLICATIONS Meldon,John J.Trust,Barnstable Inn Realty Trust,3180 Main Street,Barnstable,Map 300, Parcel 048 Replace bay window on the front, east, elevation from 4 over 4,with 20 center panes,to 3 sections of 4 over 1 ***Certificate of Appropriateness Approved as Amended—the window will have permanently applied exterior grills with a pattern of four over four *** Murray,Damion,in a lease agreement with Sundelin,Richard,970 Main Street,Barnstable, Map 156,Parcel 026 Install one 6'high wood sign,sized 38"x40",held by two 4"x4"wood posts; install one 2'X6'wood sign with vinyl lettering mounted to the front fagade ***Certificate of AppropriatenessApproved as Submitted noting the 6'sign will be installed within the boundaries of the property and located in a place that will not hinder the sight lines of vehicle traffic*** West Barnstable Creekside LLC,1095 Main Street,West Barnstable,Map 178,Parcel 004/003 Paint building white;paint existing,1st story,shutters black;add new black shutters to the 2nd story,front fagade;paint front door burgundy ***Certificate of AppropriatenessApproved as Submitted*** Kelleher,Robert&Sandra,named buyer in a Purchase &Sales Agreement with Weir,George & Nancy,1680 Hyannis Road,Barnstable,Freeman Lothrop House,built 1873,inventoried Demolish attached shed and remove 2 masonry chimneys ***Certificate of Demolition or Relocation Approved as Submitted*** r r I) MAY 31 2Gi9 'I Barnstable Old Dings Highway Historic District Committee NINaop ,Str<gt�H is,MA 02601,Tel 508.862.4787 Eml erinaoganntoxv i.barnstable.ma.us APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts,1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for. Check all categories that apply; 1. Building construction: ,❑../New Addition ❑ Alteration L�2. Type of Building: House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting roof ❑ new roof ❑ color/material change,of trim,siding,window,door 4. Sign: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date NOTE AH appGcadons muu be si ed by the current owner ` Owner rint: t l t�6 Q/ ��P L'*/—J tele hone#: �L/F 2- 9 �� ��.� (P ) P yy Address of Proposed Woric ` Pb• i village 1/UQ ,U a)4 L/aS1�,P- Lot# //0 015 Mailing Address(if different) Owner's Signature Description of Proposed Work: Give particulars of work to be done: Coh (/e*- 4-4 i d -fir u c �u r� d Gto'a o ce- -(U 11 if 0 ki t,M ha-1krr-)o` i Agent or Contractor(print): 1 OC!Ae o: 7 i D S h 4 a Telephone#: 2 ',9 0 *3 1-3 Address: Z Z_ f2 d 23 Z 6 �( Contractor/Agent'signature: For committee use only This Certificate is hereby APPROVED / DEFIED Date MembM signatures E® JUN 19 l 2019 Conditions of approval Town of Barnstable Old Kings Highway y 1 OKff 2017 Cert Appropriateness.doc 'k71 IFi 'f E l+ APPROPRIATENESS SPEC SHEET Please submits CO 1@ d F1 2ationNhe4a20if?'e)q0s61)(material-brick/cement,other) S' 'ngType: Clapboard, shin e_ other PLANNING hf8tI55M* t( ed cedar white cedar othe lor. �✓ Chimney Material: Roof Material: (make&style) G T - ?G/1/j�'/'� Color. Roof Pitch(s): (7/12 minimum) (sped on plans for new buildings,major additions) Window and door trim material: wood other material,specify _ AOC4 Size of cornerboards ,AZI2 size of casings(1 X 4 min.) color Rakes Ist member . 20'member Depth of overhang ff Window: (make/model �) My material /h �do .� color l✓Gv (Provide windowschedule on plan for new buildings,maj r dditions) Window grills(please check all that apply_r true divided lights_ exterior glued grills_ grills between glass7Z removable interior None Door style and make: material Color. Garage Door,Style IA11461Size of opening Material Color Shutter Type/Style/Material: /'�/ Color: GutterType/Material: al(VAU6701 , Color. f� Deck material• ovoofl other material,specify Color: Skylight,type/make/modelh / material Color. Size: Sign size: Type/Materials: Color. Fence Type(max"6')Style /v _material: Color. Retaining wall: Material: A Lighting,freestanding /y4�" on building illuminating sign OTHER INFORMATION: [I'HE ATTACIIE1)CItECK L1ST.MUST BE COMPLETED AND SUBi'4'IIP["I'ED,' Please provide samples of paint co o ma actarers brochure of windows,doors,garage door,fences,lamp posts etc Signed: (plan preparer) Print Name A OKH2017 CerlAppropriaieness.doc • ' ,,,, , ,� 1 Legend `#34 #•30 CJ Parcels #3 " Town Boundary #12. 060 #291 #271 1 259 #257/ #255 -` Railroad Tracks .--� 249 Buildings 31 C1 Approx.Building tr• '�'�.� ./ ,.�—__�L ':y' .,,� 10 Buildings Painted Lines 9241 Parking Lots r 0# #`94 f 2 Paved }�• � — c.'^'�^+. -•: Unpaved 1#280 #260 #-239-23 Driveways l_...- 0 Paved h�•1 ~��� 1� t Unpaved 4 Roads l•L_ .•"'�y- .`ti.•Y:_ f� - ? �^-�- -_ � �( C Paved Road `\. #114 1 f #230 ff Unpaved Road #210 r l / ®Bridge / ( :r•`�,. - ! f iN Paved Median r ! #11 ;� ' t •_` r�- Streams f,,•• i= _ - ', ,/� �:•-:; Marsh J i /':'• f ` i ,`` ` .::., '. r 4 Water Bodies #0 �t `�' ^` ,. • #140229 � •4.. / .. ��-:�. ,fir' 215 #121 #. 60 #190 ~� #149 #350._ r �`• 1 '• ��• lr #159 \\ - #0 #0 #46 0A 0 Map printed on: 6/4/2019 This map is for illustration w "#5' e► t purposes only.It is not Parcel lines shown on this map are only graphic f adequate for legal boundary determination or P Town of Barnstable GIS tint i Feet regulatory representations of Assessor's tax parcels.They are p i6� interpretation.This map does not represent not hvc property boundaries and do not represent 367-Main Street,Hyannis,D1A 02601 333 0 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects a the map Approx.Scale: 1 inch= 167 feet cartogreflectraphic current conditions,and may contain such as building locations. 508-862-462q cartographic errors or omissions. gis@town.bamstable.ma.us , � ECEIVE TiC MAY � � . , md King &'DEVELOPMENT ■eii'lii — '!��i' ='�ii�� 'Ciii�'= i t t i CCIJELL: �'- 00 LEFT END ELEVATION FRONT ELEVATION -rowTmM 00 00 11 —'■■ ■■ • 1 ► ELEVATION i . r 1 _ O 5 G D `�� MAY 31 ,2019 pLANNING&DEVELOPMENT T a; APPROVE® °? I I I I iI I I I '-` JUN 19 2019 Town of Barnstable Old King's Highway — p Committee Q G G J— �c I 0 S sz T Qi G Q 1—� I I I 1 � 1 � c !O I I bedroom 1 MAY 31.2019 PLANNING&DEVELOPMENT �90 Tow 9�� vv oyao/earn 1,,9 i co,�m;y;9hw iv n -_ eve ay o� 6 o S 6, O-3 °o 0 G -Z. r ll ne- 11 � u 7du� �. :� �� Ilia * �► II,LI � �:,�. WOOL P C �-w Ott' �'��14i7 �aVi�"•' � _. - 1r MIS 210 iN.SIB'milt mini ice! iL3 L-I" ' - C,, :IQII �'..�i\ �/ �•.�t+a.��1, '�r fir - r t Ceti }� �P 0/c, 1 I plyW00cl . Y\ Oki 6 s tide P, e v 0 V) . } `'Y►Cl T -/ / e�. Flo cep Py / Per( ; va l Pr - WeS-� baVi,s4rfbl e, "A i J� 4 ar W ky - C> CXiSTih JOIST a� 16 o/c, i R3(7 QXi5Tih� ► hSWLA I IO/I I 12. new woo ct S U U /0 q �ue ArHR00M LO0R Town of Barnstable Building rZ PostThis Card So That it is Visible From the Street=Approved Plans Must be Retained on Job and this Card Must be Kept, M'S& Posted Until Final Inspection Been Made. i6��' � Permit r�,�+• Where a Certificate of Occupancy is Required,such,Building shall Not be Occupied until a:Final Inspection has been made. Permit No. B-19-1590 Applicant Name: MY GENERATION ENERGY INC. Approvals Date Issued: 05/28/2019 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 11/28/2019 Foundation: Location: 141 PERCIVAL DRIVE,WEST BARNSTABLE -_ Map/Lot: 110-001-015 Zoning District: RF Sheathing: Contractor Name:",-�MY GENERATION ENERGY INC. Framing: 1 Owner on Record: CHEGLAKOV,ALEXANDER&SVIATLANA'� � g� Address: 114 PERCIVAL DR Contractor License: 163006 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $ 10,516.00 Chimney: Description: Installation of 23 roof Moutned solar panels.45#oa,3#/sf'47st , Permit Fee: $ 103.63 each.Total of 391sf. 6.75 KW system a i Insulation: / Fee Paid: $ 103.63 `Project Review Req: Rack attachments at 48"O.C. + t _ Date: .` 5/28/2019 Final: Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within,six months after`issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,Public inspection for the entire duration of the Final Gas: 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 this permit. Minimum of Five Call Inspections Required for All Construction Work:) ,` Service: 1.Foundation or Footing ,- 2.Sheathing Inspection I _ __.. Rough: 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 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: I I� -0� 1- C�IS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION F )`Map '� � � Application - l Health Division Date Issued Conservation Division G®E,'�pplication Fee n /_ Planning Dept. MAY j® ZO Permit Fee 19 Date Definitive Plan Approved by Planning Board T0�1 1 ot,Wr- _ Historic - OKH _ Preservation/ Hyannis �RNSTAeCE Project Street Address HI 261-G V A-L I) I V i= Village 1/\,1 ESf Owner 8\A flit,►" CAAV�l.ft w'Nr Address lul PCl�P, qm_ba- W l tw A!�Mjc, Mpr Telephone 5QR- 2RO^ S2tp2 Permit Request �YISTIA'l l f'MQNQ OF 73 RMF-M LAIQ R(AW— C\-& - (4S•*-W, '�*Ak ` I� C�r �i 1 U�� l.0 ,Q'�Il A ��• � ��O 6-!�J L 7.-��`�C-�� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $J0, �I(o Construction Type SotAV,,- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: O Yes >fNo On Old King's Highway: )4 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name GeY\azp me (m F,-V1n2(, Telephone Number � 9' (Ogg- (PR Address o l ikmfl ft bs Lkl ln 12 License # 6 q q Y-7 to S1� � uO)m .\'�)A WpU O Home I'mprovement Contractor# ite.30b(D Email ^�-ma C VY\OmIOA a�,hw. CgsN! Worker's Compensation # 211 S UPS 8 2'A 018 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �1'11S TA�An��El� �'l�n o►� SIG NA DATE 5/9 119 1 - FOR OFFICIAL USE ONLY ` APPLICATION# F - DATE ISSUED y MAP/PARCEL N0. _ ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION h FRAME INSULATION FIREPLACE ELECTRICAL: ~ ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - 1 FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. •`i i is ' 4� �is ` , dJ. 'as _ flaw a�dori d a +,�s ., �itb�.utiet; YP . i . C1 . •rPr -.L...N✓',.6"L.w�r.Aa.! ' "4+ea' Y1 }'AL; ��IYTI-{1� 2� J�l LY aI" nnmAnIM� a 2. \13 PAA —SA _ v^ ROO r APPROVE '. MAY 0 8 20 = Town of BarnstablS Old"'s Howay Cof{7Ti teo ' ....'d at�� .s>Sr.�..wY,.tk, i.r...f Ni _�'i+ J ......�.�n. :-tr.:...• i• '-yid _ • � .,� t .. � drtF6�tAt�1? Town of Barnstable Regulatory Services Rkhard V.Scall,biredar Building Division Tom Perry.$nlldiux Comn&aonrr 200 Main Street,Hyannis.MA 02601 www.town.bwrastsble.ms.ns i ' Offirx: 508462-4038 Fax: 308-79M230 Property Owner Must Complete and Sign This Section f Using A Builder i T ,as Owner of the subject l property hereby authorize to art on rnv behalf, in ail matters relative to work authorized by this building permit application for. C, (Address of Job) *' Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Aljna�hf Owner Signinm of Applicant _ VI Andrew Wade Print Name �Priat Name Date Y Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, M chusetts 02118 Home ImprovemgQntractor Registration Type: Corporation MY GENERATION ENERGY,INC. z Registration: 163006 Expiration: 05/03/2021 3 DIAMONDS PATH UNIT 2 ' SOUTH DENNIS,MA 02660 h o a w 'fit,✓Q�� S� /*�w Update Address and Return Card. SCA 1 O 2OM-05/17 .l�isf UiN7�d7ec�U/�s.,aC✓�y n�./�b.k�/J,c/lli.11..l.�) . Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only fi Coraoration before the expiration date. If found return to: Re Expiration Office of Consumer Affairs and Business Regulation iz _� 05/0312021 1000 Washington Street -Suite 710 MY GENE Boston,MA 02118 7 ANDREW WAD _ ' ,3 DIAMONDS P — Not va A y ' '�!'r>d SOUTH DENNIS,MA�`02860 Undersecretary lid Without signature y . o i /,✓ rr/. Mgt The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/individual): � LQ 1p L✓��F p{,1� Address:�� �1�AMDlVt1C k�-ATN t 1.1t.1i( 2 City/State/Zip: S• CXN N o S ►" tYZ!oto t3 Phone#: Are you an employer?Cheek the appropriate box: Type of project(required): Ln 1 am a employer with employees(full and/or part-time).* 7. Q New construction 2.[]l am a sole proprietor or partnership and have no employees working for me in 8. Q Remodeling any capacity.[No workers'comp.insurance required.] 9. QDemolition 3Q l am a homeowner doing all work myself.[No workers'comp,insurance required.]t I0 Q Building addition 4Q1 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole l I[]Electrical repairs or additions proprietors with no employers. 12QPlumbing repairs or additions 5 I am a general contractor and I have hired the subcontractors listed on the attached sheet. 13.QRoof repairs These sub-contractors have employees and have workers'comp.insurance.; 6.[]W,are a corporation and its officers have exercised their right of exemption per MGL a 141ZOther S Q L A(Z.. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] $Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of'the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company.Name: Policy#or Self-ins.Lic.#: Expiration Date: Job site Address: 141 Percival Dr City/State/Zip: Barnstable, MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL C. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under t p ' and penalties of perjury that the information provided above is true and correct. Signature: Date: 5/6/19 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 d.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Workers' Compensation Subcontractor List Homeowner or Contractor,_ �i 4Sdr�c Sob Location 141 Percival Dr ;�iaS �c�j�Si[ AS D.B.A. �i�C� Print name Print name of business Will be workina for the contractor or homeowner at the location listed above. 1 am an employer that is providing workers'compensation insurance ibr my employee Insurance Company &< Oe C1 * Sul\`"iC�-\-\ Policy 9 1�1/`r 31 7-7 If I have not provided the insurance information requested above l am a sole proprietor or partnership and have no employees working for me in any capacity. I do hereby certify under the pains and penalti5W per y that the information provided is true and correct.Signature .--r"' �,, _ �_Date D.B.A. Print name _ Print name of business Will be working for the contractor or homeowner at the location listed above. I am an employer that is providing workers'compensation insurance for my employees Insurance Company --..._. Policy# If 1 have not provided the insurance information requested above tam a sole proprietor or partnership and have no employees working for me in any capacity. . I do hereby certify under the pains and penalties or perjury that the information provided is tnie and con-ect. Signature_ Date z ------------------------------------------------------------------------------------------ D_B.A. Print name Print name of business Will be working for the contractor or homeowner at the location listed above. i am an employer that is providing workers' compensation insurance for my employees Insurance Company._._._.,._. _ Policy 4 If I have not provided the insurance information requested above I am a sole proprietor or partnership and Dave no employees working for me in any capacity. 1 do hereby certify under the pains and penalties or perjury that the information provided is true and correct. Signature Date_ Construction Supervisor Form Job Location 141 Percival Dr Property Owner Sviatlana Cheglakova Construction Supervisor License Number Address S-1 CA,,-AP 0Vc.CYiCC VIC> . ��'� Phone Licensed Designee (if applicable) flit for Responsibility o Work: R5.2.15.1 The license holder shall be fully and completely responsible for all work for which he/she is supervising. He/she shall be responsible for seeing that ail work is done pursuant to 780 CMR and the drawings as approved by the Building Official. Responsibility to Supervise Work: R5.2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair, removal or demolition involving structural elements of the buildings and structures only pursuant to the State Building Code and all other applicable laws of the Commonwealth, even though the license holder is not the permit holder but a subcontractor or contractor to the permit holder. Notification of Violations: 5.2.15.3 The license holder shall immediately notify the building official in writing of any violations which are covered by the building permit. Willful Violations: 5Z15.4 Any licensee who violates the State Building Code, shall be subject to revocation or suspension of license by the Board of Building Regulations and Standards. Permit Applications: 5.2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those engaged in construction, reconstruction, alteration, repair, removal or demolition as regulated by 780 CMR 108.3.5 and 780 CMR R5. In the event that such licensee is no longer supervising said persons, the work shall immediately cease until a new licensee is substituted on the records of the building department. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with the State Building Code. I understand the construction inspection procedures and the specific inspections as called for the by building official. Signature MYGENER-01 CMISKAVITCH ACORO° CERTIFICATE OF LIABILITY INSURANCE DAT/2412D/Y 124/2019 `--� 9 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C NTACT Deland,Gibson Insurance Associates,Inc. ja/co,No,EXt):(781)237-1515 FAX No):(781)237-1805 36 Washington Street Wellesley Hills,MA 02481 E-NAIL .info@delandgibson.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Ataln Specialty Insurance Company INSURED INSURER B:Evanston Insurance Co. 35378 My Generation Energy,Inc. INSURER C: 3 Diamonds Path,Suite 2 INSURER D: South Dennis,MA 02660 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CIP344630 1/2112019 1/21/2020 DAMAGE TORENTEDn $ 100,000 MED EXP(Any oneperson) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JEQ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBI d n SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident S HIRED NpN WNNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ B UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 �DEDEXCESSLIAB CLAIMS-MADE EZXS3004736 1/21/2019 1/21/2020 AGGREGATE S 2,000,RETENTIONS I I Aggregate $ 2,000,000 WORKERS COMPENSATION ISPTERTUTE I I OTH- AND EMPLOYERS'LIABILITY Y/N A ER ANY PROPRIETOR/PARTNER/EXECUTIVE F-1 E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Barnstable is named as an additional insured as required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I powered by ff 1 Qw E LK G4 1 28572 5 11 It I I I I I 1 i SOLAR MODULE With its top performance and completely black design the new -�■ �■"" Q.PEAK BLK-G4.1 is the ideal solution for all residential rooftop applications thanks to its innovative cell technology UNTUM. The world-record cell design was developed to achieve the best performance under real condi- tions— even with low radiation intensity and on clear, hot summer days. LOW ELECTRICITY GENERATION COSTS G Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 18.0%. INNOVATIVE All-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti-PID Technology', Hot-Spot-Protect and Traceable Quality Tra.QThl EXTREME WEATHER RATING QCELLS High-tech aluminum alloy frame, certified for high snow Topaawgw- ""°SECURITY (540OPa) and wind loads(4000Pa) regarding IEC. ' V401-SPOT PROTECT � use 2016 MAXIMUM COST REDUCTIONS �* Up to 10% lower logistics costs due to higher module capacity per box. � Phninn I A RELIABLE INVESTMENT oNa!_lity Teed rdcEus- • mgd_.dM Best pdycrymodulst2014 Inclusive 12-year product warranty and 25-year "°"°°"' solar modme 1p,a ` ..arao-sx:35.. linear performance guarantee2. lo.40032587 APT test conditions:Cells at-1500V against grounded,with conductive me- tal foil covered module surface,25°C, THE IDEAL SOLUTION FOR: 168h s See data sheet on rear for further Roolto®residential information. � residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 65.7in x 39.4in x 1.26in(including frame) (1670mm x 1000mm x 32mm) Weight 41.45lbs(18.8kg) + °.0.mlh,pdW•41 D'Mb••1 + Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology o-„,�,,, �• n Back Cover Composite film Frame Black anodised aluminum + °�,i°° + "°°°••' Cell 6 x 10 monocrystalline Q.ANTUM solar cells Junction box 2.60-3.03in x 4.37-3.54in x 0.59-0 75in (66-77mm x 111-90mm x 15-19mm),Protection class IP67,with bypass diodes .,rmpWpma toting °' """ Cable 4 mm2 Solar cable;(+)2:39.37 in(1000mm),(-)a39.37in(1000mm) . .....,......-_...................._._..-........, Connector Multi-Contact MC4 or MC4 intermateable,IP68 ,,�a„-,II �••r ELECTRICAL CHARACTERISTICS POWER CLASS 285 : 290 295 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/-OW) Power at MPP2 P (W) 285 290 295 Short Circuit Current• I°c [A] 9.56 9.63 9.70 E ; _. -­_ .... .. .._ __.... _.._a_ . .__ ._. - _... .._ 11 _. E Open Circuit Voltage* Va IV] 38.91 39.19 39.48 Current at MPP* IMPP [A) 8.98 9.07 9.17 -.__.. .. .... Voltage at MPP* VMw IV] 31.73 31.96 32.19 Efficiency' q [%] Z 17.1 217.4 217.7 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOC' Power at MPP2 PMPP [WI 210.7 214.4 218.1 E Short Circuit Current* l,c [A) 7.71 7.77 7.82 E Open Circuit Voltage* Vcc M 36.38 36.65 36.92 Current at MPP• I- [A] 7.04 7.12 7.20 Voltage at M __ ___ ....__._--___..,. ._.............. ........ __�._...._.,..._. ....,. ........._.___...,._. -._ ----_�.._..__,_.__.._.-.._ _....,... ... _... ._.__... ._.. , PP* VMw IV] 29.92 30.12 30.30 ...__....... _ 1000 W/m2,25'C,spectrum AM 1.5G 'Measurement tolerances STC t3%;NOC t5% `800W/m,NOCT,spectrum AM 1.5G 'typical values,actual values may differ - O CELLS PERFORMANCE WARRANTY. PERFORMANCE AT LOW IRRADIANCE octus At least 98/of nominal power during first year. , , , u -Ipm,.pywpe.rorolpa,.,.,puw Thereafter max.0.6%degradation per year. W P m - -------------------------- At least 92.6%of nominal power up to 10years. z At least 83.6%of nominal power up to 25 years. 4 _ ________________ W , All data within measurement tolerances. -- -----r-----r-----r----- u Full warranties in accordance with the warranty S terms of the Q CELLS sales organisation of your respective country. m u IRRADIANCE(WAn2l a z n i sumw rmm.aw,,.mppmmp rawwn,wple YEARS Typical module performance under low irradiance conditions in .IUN•plpid prpWcibn npedry In Ml.fn pL Spb,Mw t0101 comparison to STC conditions(25'C,1000W/m2). • W TEMPERATURE COEFFICIENTS 0 Temperature Coefficient of Is, a [%/Kl +0.04 Temperature Coefficient of Va P [%/K) -0.28 Temperature Coefficient of PMpp Y [%/Kl -0.39 Normal Operating Cell Temperature NOCT ['FI 113 t5.4(45 t3'C) N Q PROPERTIES1' SYSTEM DESIGNc7 Y Maximum System Voltage V,,, IV] 1000(IEC)/1000(UL) Safety Class II x Maximum Series Fuse Rating [A DC] 20 Fire Rating C(IEC)/TYPE 1(UL) a Design load,push(UL)2 [Ibs/fN) 75(3600 Pa) Permitted module temperature -40'F up to+185'F h on continuous duty (-40'C up to+85•C) Design load,pull(UL)' [Ibs/ft2l 55.6(2666 Pa) 2 see installation manual e QUALIFICATIONS 1 CERTIFICATES PACKAGING INFORMATION UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 32 IEC 61215(Ed.2);IEC 61730(Ed.1)application class A ..................... Number of Pallets per 53'Container 30 t C ♦ SP® Number of Pallets per 40'Container 26 0 �,,,m Pallet Dimensions(L x W x H) 68.7 in x 45.3 in x 46.1 in c us p r]4] (1745mm x 1150mm x 1170mm) [solo Pallet Weight 14351bs(651 kg) NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use - of this product. n Hanwha O CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us Data Sheet Enphase Microinverters Region:AMERICAS The high-powered smart grid-ready Enphase Enphase IQ 7 Micro'' and Enphase IQ 7+ Micro'M Q7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy'M, Enphase IQ Battery'", and the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple Faster installation with improved,lighter two-wire cabling Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable Optimized for high powered 60-cell and 72-cell*modules More than a million hours of testing Class II double-insulated enclosure UL listed Smart Grid Ready Complies with advanced grid support,voltage and frequency ride-through requirements A Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) U� *The IQ 7+Micro is required to support 72-cell modules. To learn more about Enphase offerings,visit enphase.com E N P H A S E. Enphase. IQ 7 and.IQ 7+ Microinverters t . .INPUT-DATA(DC)._. IQ7-60-2-US/I97-60-B-US I97PLUS-72-27US/IQ7PLUS-72-B-US °Gornmonly used module pairings' " 235+N 35q 1N+ 235 VJ' 440 Ws+. ffil N Vi Module compatibility 60-cell PV modules only 60 cell and 72 cell PV modules Maxlmum;Input OCkvoltage 48 V 6'0U �� '. Peak power tracking voltage 27 V 37 V 27 V=45 V • �'t1-menus -.J.�+s.ta,_ L�:,a' ..i �� ��i: 'S��'+ .y�'�:s�ss�L,, rtr_C sc'5:...:_..:e...f+..�_:. Min/Maz start voltage _ 22 V/48 V 22 V/`60 V •Overvoltagq.cliss DC port 11 II Vr ,aribsc,,aw, diunt` ray configuration 1 z 1 ungrounded array;No additionarDC side protection required; ' AC side protection requires maz 20A per branch circuit • -OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter Maximum continuous output power 240 VA 290 VA Nome al(L L avolfage/ranges 240 V/; 208 V/ 240 V/ �� w Maximum continuous output current .1.0 A(240 V) 1,15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) ' N,o iWfrequen'cy 60aHz Extended frequency range 47-68 Hz 47 68 Hz AC short circuit fault^current over.3 c cles`_ 5.8Arms. °5;8 Arms Maximum units per 20,A(L-L)branch circuit' ' . 16(240 VAC) .13(208 VAC) ;` '13(240 VAC) 11 (208 VAC) Ovge class'AG port III 111= + i , AG port-backfeed current 0 A, 0 A Power'factorsettn' Power factor(adjustable) 0.7 leading..:0.7 lagging 0:7 leading,...0.7 lagging EFFICIENCY - @240 V @208 V @240 V, @208 V Peak C C eff deer cy � 97 6 &05° 9IT'3 5 CECweighted efficiency 97.0 97.0% 97.0% 97.0% MECHANICAL DATA �;,:n«AmbienYtempeeafure[ange �� �� '�� � �t40 C to+65 G_ �, " � ,.�'*. { , , , 11��� ��,� * , •�;, � .:...�5:..az u��.s.«ax. :ur�..«�..r ..,R,.�,ya:-ck:»c„� .,w..u...._,.}:a...,:a...�a:a:cc.,,n,:.vvax,a..Y,R..:,,..,.,..«»,...:,:•.•,.:l.:w�m,..»k..,.a.;:ru.,....a,,:.w,,...�..:o � „>_..?,,.:.....__,.. ..,:..X._.._„ - Relative humidity range, 4%to 100%(condensing) . onne�� IQ 6�0�US, Q7 7�2,�2 US) MC�,'4�(o- h ne oI�H.4, T�X�h�a` dd'I�tio�nal Q;D 5adap) �° e� •�" �<w" �i -Connector type(IQ7-60-B-US&IQ7PLUS-72-B-US) :Friends PV?(MC4 intermateable). . Adaptors for modules with'MC4 or UTX connectors: ,. P•V2 to MC4::order ECA-S20-S22 -PV,?to UTX:order.ECA-S20-S25 "Dimensions(WxMxD)• „ 212 rnmsz 1111 5mm x 30 2emrn(without firacket) � ksb:�� Weight 1.08 kg(2.38 lbs) Netural`con:vection" Nosfans:: a _ Approved for wet locations Yes �Pollutio degree '� �P03 ;• "�� `� `I• Enclosure ' ` " Class ll double insulated,corrosion resistant polymeric enclosure FEATURES'; Comrrinnication �Pov+ier Une"Communication`P...LC) Monitoring`. Enlighten Manager and MyEnlighten monitoring options: 'Both options require`,installation of arrEnphase IQ Envoy.'.. Disco a tr g eans' T e AC a D onnecto`rs havebeen evaluated and app ovednby Ul� as`th�a loadybreak Compliance - CA Rule 21 (UL 1741-SA) � - " `' ' UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B; IGES-000" CAN/CSA-C22.2 N0.107.1=01 ' This product is:ULl fisted as PV Rapid Shut Down Equipment and.conforms with NEC 2014 and NEC 2017 section 690.12 and C221 2015 RUIe 64 218 Rapid Shutdown of PV Systems,for AC . and DC conductors,when installed according manufacturer's instructions. "1.No enforced DC/AC.rauo,See.the compatibility calculator athtt sp .//enphase.com/en-us/supsort/module-com afo ibility. 2.Nominal voltage'range can be extended beyond nominal if required by the utility.; 3.Limits may;vary.Referto local requirements to define the number of microinverters per branch in your area. . To lean more'about Enphase,offerings visit enphase.com'. E NPHASE ©2019 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc , 2018-05-24 t T R E n G I n E E R S VSE Project Number:U3232-0003-191 April 23,2019 My Generation Energy ATTENTION:Nathaniel Blois 3 Diamonds Path,Suite 2 South Dennis,MA 02660 REFERENCE: Cheglakova Residence: 141 Percival Drive,West Barnstable,MA 02668 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Design wind speed for risk category II structures: 140 mph (3-sec gust)per ASCE 7-10 Ground snow load: 30 psf Existing Roof Structure Roof structure:2x8 built-up trusses @ 24"O.C. Roofing material:composite shingles Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The member forces in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. Because the increase in lateral forces is less than-10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition. Thus the existing lateral force resisting system is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U3232-0003-191 Cheglakova Residence O � 4/23/2019 E n Is T E R S Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails, etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC OF WELLS t.. HOLM ( .a MVa.54240 tt +----- AL slg�e mes 04/23/2019 Wells Holmes W 1 00005788, STRUCTURAL TRCTR7ENNEERINGLLC C=UUSR Wells Holmes,S.E. MA License:54240-Expires:06/30/2020 Project Engineer Enclosures WLFUjsl I 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U3232-0003-191 TSUBJECT: GRAVITY LOADS E n O I n E E R S PROJECT: Cheglakova Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 3.0 Composite Shingles 2.1 1.03 2.0 psf 1/2" Plywood 1.0 1.03 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 10 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 20 w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 3.0 3.0 Roof•Slope [°]: 14 14 Snow Ground Load, p9 [psf]: 30 30 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed- Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II. ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 20 20 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No. Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.93 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 25 1 23 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 23 JOB NO.: U3232-0003-191 TSUBJECT: LOAD COMPARISON E n O I n E E R s PROJECT: Cheglakova Residence Summary of Loads Existing With PV Array D [psf) 10 13 Lr[psf] 20 20 S [psf) 25 23 Maximum Gravity Loads: Existing With PV Array (D+ Lr)/Cd [psf] 24 26 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psf) 31 32 1ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psfl:l 31 32 Ratio Proposed Loading to Current Loading: 104% OK The gravity loads in the area of the solar array are not increased by more than 5%; thus,the stresses of the structural elements are not increased by more than 5%. Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. JOB NO.: U3232-0003-191 SUBJECT: SOLAR LAYOUT E n s 1 n Ez E R S PROJECT: Cheglakova Residence i c-a y� 141 Percival Drive, West Barnstable Site Photos Cheglakova s 0 d i �i My Generation Energy Andrew Wade — 141 Percival Drive, West Barnstable Site Photos 'Cheglakova M, W K OAS MyTQS +9 TQS DA BMT 1 444 mp My Generation Energy Andrew Wade — 141 Percival Drive, West Barnstable Site Photos Cheglakova Y / Pre engineered truss system. 2x8 rafters 24 oc. My Generation Energy Andrew Wade — 141 Percival Drive, West Barnstable Site Photos `Cheglakova - Solar panel = 41.45 lbs per module 23 Modules =1146.55lbs Inverter =4.4 lbs per module Proj ected Area of Array = 391 sf Associated hardware = 4 lbs per module Added dead load = 2.93 psf Total = 49.851bs per module Ground snow load = 30 psf 780 CMR.TABLE 5802.5.1(5)-continued. RAFTER SPANS FOR COMt1ZON LUMBER SPECKS (Ground snow load=30 psf,eciltn attached to rafters; L A=240) j DEAD LOAD = 10 psf DEAD LOAD=20 psf i — - € - _ --- RAFTER , 2x4 1 2 X 6 2x8 2x1012X121 2 X 4 1 2x6 '' 2x8 12X10i2x12 ,SPACING j SPECIES AND GRADE 1 Maximum rafters - _- -.,T....— _ __. _ (inches) z i Meet i (feet ! (feet- 1 (feet E {feet- (feet 3 {feet ('feet- (feet (feet inches inches)[inches ._) inches)':,inches inches)j tactics)..Inches inches inches _.w_ .. ,..-__.. ;Douglas fir-larch SSA-7-3 11-4 15-0 19-1 R 22-6 ( 7-3 ! 1 t-3 14-2 ! 17-4 20-1 ;Douglas fir-larch 411 7-0 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 iDouglas fir-larch #2' 6-8 9-9 1 124 15-1. j 17-6 5-11 8-8 11-0 1.3-6 15-7 ,Douglas fir-larch Fr3 5-0 i 7-4 i 9-4 I t-5 13-2 4-6 6-7 8 4 i 0-2 11-10 Hem-fir SSA 6-10 10-9 1 14-2 18-0 1 21-11 I 6-10 10-9 13-11 17-0 19-9 !Hem-fir 01� 6-8 10-2 12-10 15-8 1 18-2 6-2 = 9-1 y 11-6 14-0 16-3 j !Hem-fir �#2� 6-4 9-7 1 12-2 � 14-10 1 17-3 5-10 � 8-7 i 10-10 .13-3 � 15-5 f Hen,-fir K3! 5-0 74 9-4 11-5 1 13-2 4-6 6-7 8-4 10-2 j 11-10 24 ;Southern pine SS 7-1 11-2 14-8 i .18-9 i 22-10 7-1 11-2 14-8 t8-9 22-10 ISouthern pine 91 7-0 , 10-11 14-5 17-6 20-11 7-0 10-6 13-2 15-8 18-8 ;Southern pine #2i 6-10 10-2 i IM 15-9 1 18-5 6-4 9-2 11-9 14-1 , 16-6 ;Southern pine 93! 5-4 7-11 1 10-1 11-11 14.2 4-9 � 7-1 9-0 10-8 12-8 Spruce-pine-fit SS I 6-8 10-6 13-10 17-8 20-11 6-8 10-5 13-2 1 16-1 18-8 ISpruce-pine-fir 0 6-6 9-9 124 15-1 I 17-6 5-11 8-8 - 13-6 15-7 ! 1Spruce-pine-fir 6-6 9.9 i 124 I5-1 1 17-6 5-11 8-8 11-10 13-6 1 15-7 ;Spruce-pine-fir 5-6 -1 4 3 94 11.-5 13-2 4-6 6-7 � 1.0-2 11-10 Maximum allowable span-11-10" Actual maximum span — 7'5" My Generation Energy Andrew Wade - i 141•Percival Drive, West Barnstable Site Photos Cheglakova Calculations for array (6 panel run or greater) pmet ffi5 _AKzti pnet3o pnet(psf)=Design Wind Load A=adjustmeatfactorfor height and exposure category Kzt=Topographic Factor atmeon roof height, h(ft) I=Illportonce Factor pnem fps net design wind pressure for Exposure 8 at height=3 0, I= 1 pnetm(ns =18.1 Downforce - 21,.8 Uplift A=I. Kit=1 net(PS-0=1ai&21,-8 P Jpsf)-I-OD+I.051(downforce (df)case 1) =35 P 105 =I-DD+ 1.OPnet(df case.2)= 23.1 P(psf)=1.OD +0;75SI+0.75pnet(df case 3)=.38.5 P(psf)=O.6D+I.Opmet(uplift)=24.8 0 tread Load t04 =5 w=P812- 98-5(downforce)66.96(uplift) P=.36.5(downforce)&24.8(uplift) 8=5 4 ft(length of panel) L=3.7 Maki um Point Load R(Ibs) = PLB/2 (36.5X3.7x5.4)/. .= 364.6(downforce) (2 t.&x3.7x5A)/2.=247.75(uplift) For 5/1 V lag into,SPF#2 2d5 lb,per inch (pull out capacity) ofengag d thread En.gagad.thread -.2.75"{for 4" lag Pull out strength - 2.75x2O5 = 563.75 - My Generation Energy Andrew Wade - Roof Attachments SNAPNRAcx 6C WOSITMV L FOCIT CHkJ EL WT Ss Pi�rR CK WLIT ASHER STAISMAn RAIL SS. FL t1FiE NUT SWfOACK CO�VCISiTION . ROOF rLASH]NO S,S. LAI SCREW VITH FLAT VASKR (SEE`ENGINEERM IMMUMENTS FI3R BOLT EN'BEONEWT RE TjwiEgrS. Z a' 14N..EMSEMEJ T IS TYP(CA..L) L FOOT F.AS'E . SEAL.PE 7ET ATION AND lJXD£R. BASE,WITH: APP-RupkiATE ROOF"SEALANT. '-RDOF BE KJt+;G T'YP. R4fTE:R'TYP, , / ��� �' • '� b �`''`� i£cx r K APPROVAL STAMPS NOTES& REGULATIONS FOR 3,d PARTY USE Ot•EY: FOR UST OF ALL APPUCABU CODES ARD RECAaOONS 01 O O ® O SET PACE 12 A OF C)AUTI ASSURANCE YANUAL .w.x•ame .o 2.•(mn vo-..n MODELS =-- CH mworn I.,n m +�' Q W A SINGLE LEVEL UNIT CONSISTING OF Two TO SIX MODULES.PLACED ON gFIr4Ml d:NNFp Atpp�ILCAIb aoA.m yR VH EI CRA-THER A CRAWL SPACE OR A FULL FOUNDATION. .TTAG. mrrewr.-4-r— -RANCH mgauc lgX; =�.— A FOUR MODULE SINGLE LEVEL HOME.PLACED ON EIMER A CRAWL 0—m:wi ® ep SPACE OR A FULL BASEMENT FOUNDATION. 0—IF eay'm y,a 8I-LEVELT-LEVEL or SPLIT-ENTRY A SINGLE LEVEL UNIT CONSISTING OF TWO TO SIX MOOULES.PLACED ON EITHER m--Owl mAlanP:.O- A GRAM-SPACE OR FULL BASEMENT FOUNDATIOI •M1N A SPLIT ENTRY.FRONT FOR STATE USE OILY: ACCEPTED .s,•.? MOOULE AlN OVO.—C FOUNOATION 24-MAIL. APE COD, GAMBREL or SALTBOX rawalnNwXXLO SAna mg�M;t=tog W 1Bc A TWO TO SIX MODULE RANCH PLACED ON A FULL BASEMENT OR CRAM SPACE 6uTADIowsAuc XRAMoa/ ....�� SPACE FOUNDATION WITH (CAPE AN UNFINISHED 12/12 ROOF PITCH MIr11 M 4 A>O DMMO TE INCLUDE FT FVLL SHED DORMER,Ie. SALTBOX). OR GAMBREL ROOF SYSTEM. EXP MODULE COLONIAL At�OIDF A•FI p}IW101 as � �: A TWO TO 51% OOULEVIE RANCH WITH A PANELIZED 2N0 FLOOR F AND A 6/12 9�Ia NAVIN11 aNw U.•.a U1Ld[ •m.Avrs ROOF PITCH,PURGED ON EITHER A CRAWL SPACE OR FULLFOUNDATION.. FLWHICH OOR OAYE HAVE FIRS FLOOR.)X.CANTILEVERED OVER HANG FROM ME 2NO SAMPLE FLOOR PLAN APPROVAL COVER SHEET FINISHED CO(DNIAL or CAPES A Two TO SIX MODULE RANCH WITH A FINISHED 2N0 FLOOR —0 A 7/12.10/12 FOR P.E.USE ONLY: OR MODULAR 12/12 ROOF PITCH.PLACED O A CRAWL SPACE OR FOUNDATION, ICATlI1.EVEIIfD mL FLOOR 5 NOT AYAEAALEN/fC45FFD L'OIONAL 011 CAPE IIDDaI DESIGN BASIS DESCRIPTION MODEL SYSTEMS MANUAL (AgR�O�a wT�D�4^ I NEW YORK.M ASSACHUSETTS,NEW ENGLAND STATES AND LB.C.I 2 TTPCAL EIE im TNRSES 4m R. ocm IAf tDN MASIBY TIDpB .R-la ow IEAD Lao s YID113G70 ILA OIODAL gain wog w R-tln01 GM RM t6U ! AAFIM NYAO R.IA4 Id0 g RR•DFM Lpm CODE REFERENCES g _ CBLm JOTS 1STO&WE) 10 iTPCLL A O.M.K/A ONUT.OLUWA N6AAI5/L n'L lu IBLUb\ =romg Al R P AMAI AOINT.W. II- NIWOf FIM&X704QI FM Um B p6 ULM IMF DO 11M N IM- FLOWS xs! 6TaRS amKa�n Itf C38J 1 IamR$y71EM P�saa>®R g�IML BUILT THE MAIIE WAY SINCE 1977' m R.u po amgc ¢As) mmy RD A ROW OF SDI'(W KAF(HA 9 D IN Of COMITIOT O TTAIE 11 P.O.BOX 167 • OYford. Maine 04270 ID R MX4L(g@w2'M�AfI i-BOOM((vvim¢IM RAJ L W 0.5 1 AJ OF D ►O LOAD �u�1•gA 120 MARRIAGE MALE HELM DETA TEL.:(207)539 44T? ar+(�nR.r.wdmsk A con_ NT 06M OFIA I I A I KAS SDrUD'rOR NBUSTION/IBACIY RSW OF RL Sk iK(M NOTE ALL SHADED OR PARENTHESIS NOTES PERTAIN TO NEW YORK ONLY. v iDn:v Rama a ID DfRg4 taUM(WDDW ROW I114L"MaBli FDM.aLC WA.WiL VIE ITSL MK AID 071017. - S-C .STSl06 i mP%!.T SO IIA��Ap 11 RESIDENTIAL I A 2 FAMILY DWELLINGS GENE AL O S Is 17 USE GROUP CCM6TRUCTION TYPE THE ENCLOSED PLANS AN,SPECIFICATIONS ARE THE PRCPERTY!OF OXFORD HOMES.INC.. flIF MEMOOS OF CONSTRUCTION If TAILED ME-R3 SB WITHIN SHALL Be KEP"ANFIDEmnA ANY UNAUTIIOR12:D USE OF C THESE DRA—CS WI THL:UT CONSENT OF OXFORD HOMES IS PROHIBITED. I•Fi-R4 UNPROTECTED LIGHT W000 FRAMING OXFORD HOMES WTL_BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, SUPPlY1NT:A BUILDING COMPONENT TO A GENERAL LA-r•A�tBI 1-0 VT.-R3 SB CONTRACTOR OR BUILDER. THE SPE�FlCA TIONS ENCLOSED ARE FOR Aemwggt DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED MA.-R4 58 BUILDING MODULE AND ITS CONSTRUCTION.COMPLETE BUILDING PROJECl' ��pIF(5� UDC OPL CAPE►Aral POBL7 OETADS DESIGN(IE. SITE FOUNDATION.DECK OR PORCHES.ETC.)SHALL BE BY �IL7� �1Pn• IEO MDLi�.Tgltl COIORUL pETADB RI./LB.C.-fl4 SB DTHERS. ALL NOTES PERTAINING TO IN-FIELD.ON-SITE.OR BY BUILDER/ •lOA70giE,gg� CT.-R1 SB DEALER SHALL BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR. 22 S¢illg THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE ALL 12 UAIR DUOS NY.-AI 6 A2 SB DIMENSION LINES AND NOTES SUPFRGEDE ANY SUCH REFERENCES. BAR® tl a RA it THIRD PARTY AGENCY SHALL BE PFS CORP. THE LABEL SHALL BE MASS MATNIG no LOCATED AS FOLLOWS: STATE INSIGNIA.DATA PLATE AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINX.(NOTE: MASS.. / -A g mo nH, AND I.B.C. REOUIRE(1)LABEL PER MODULE.) 1 •% .:T�D-OB O-EI-R! 1-2S-Ls PAGE:1 SMOKE DETECTORS O.K. DARNS7AULE UILDING DEPT. U■■u❑■ goo , -■■■ t t ■■■ ■■■ _00j' LEFT 1 ELEVATION FRONTELEVATION I (_ ■■■_ _ ■■■ ■■■ ■■■ ... ■■■ iii ■■■ ■U �■� ... ■�= 11 ■■■■■■ u u u 1 ELEVATION REAR ELEVATION # „ i sL'-O• 65'-0' 17'-2 1/4- 11'-1 3/4- 9'-3 1/4' 16'-4 3/4' 1, 11'-D' 26'-0' 3036 3036 3036 67 a suow°cuss DooA OI �❑OR U1. I� Q ..•.............. ......:.....:•.: .'.60".':.':.':!z ........................................... ....................... 3 BA..Tti.2.......:. Btt...:. s ........................................... :; :;:; :::::::.::•::;•::::::::::::::: cu+c.eno SAti✓®4 omuDm i ......:{(7'. ......�.�.�.�.�.�. oa�ero® I.CHE.................. BEDROOM 1 1 Via:`.` .... .......::. ::::: :PlOI<:::'::: IB'-6' z l ::. Y 1:::::..':::::::::: ::: WARDROBE v 4:.30" ...............&:::? ..,....,....i:ii(':r:(ii:ii:ii?i?i:iaii?::ii: r:?: c:c:'r?isc:?:•i:'r:ii::iir:::isr?:(�:•i:'i:�:c:iF:iCiiiF:C. b .......................................................................................................................... s - .......................................... ::. :::: I:;::_':::?:; ;: ....... GARAGE 3861 EC. 4'-0' s°f�TE ........ CHASE W P 42 -�u PANTRY 4'X24• OPEN TO •�� LIVING ROOM AA STAR DINING ROOM OAK RAILING 9'-D" 3'- 3861 3861 ENT.CA s0 r 861 3661 I 18'-7 1/4- '-4 1/2" I6'-0 1/4' 38'-0• REVISION C: 12/05/03 sLMG* & EPG (12/8/03) oo= DEALER NAB: PLEASE SIGN k RETURN: S¢E/STYLE 20 s38/65' FIN CAPE FILE NO:.STURCIS RESIDENCE DATE 3-8-03 GCS INC. 24' %28' GARAGE A.,Tm"..WAY "m wn• CUSTOMER NAME: SERIES TITLE 7 Onni ems I—•PA!c T•od t r.wno-" NOREASTER D]L1TTN BY: EPC STATE MASS own do-"It ru:Own W-Am FNtST FLOOR PLAN 9l'-0' 17'-d' IT-10 1/2' 9'-1* 15'-0 1/2' 10'-d' 26'-0' i___________________________________ 3881 3030 3861EG ----- 3861 SG 3881 30" .v.c.i...,or. NI FIRST FLOOR •. ••.•....•. :• BELOW ; :::::::::::: O FIRST FLOOR IA Tm 1"'ma CID ONLY BEDROOM-3 ��' ''` BELOW GARAGE 1-4 BEDROOM-2 '2CX32"ACCESS 30' i T'ACCESS W 30' " � �• 2ND FL OF GARAGE IS COMPLETED �b p ® ON SITE BY OTHERS ` -- - - ----- - - --- -- -- -- -3" ---------------------- OAK� v i RAILING nsI FL10'—d' i 60" 3� TO DORMER A BELOW A„ 3442 DORMER DORMER ------------------------------------------------------------ 3442 3442 i REVISION—D: M.I WINDOW LOCATIONS ..12-9-03 REVISION C: 12/05/03 sLMGx & EPG (12/08/03) DEALER NAME: PLEASE SIGN&RETURN: SIZE/STYIE GCS INC. 28'x38/65, FIN CAPE FU NO:.STURGIS RESIDENCE DATE 3-8-03 24' X 26' GARAGE star YIZ NUE WAr arCt3 an CUSTOMER NAME : SERIES TITLE . t a.&"Bm_L_.FA S.M.0.*4 W cam-" (wn as wz nx (mr)00-40u XXX NOREASTER SECOND FLOOR PLAN DRAWN BY: EPG STATE MASS 2X4" RAFTER BRACE INSTALL ON SITE BY OTHERS ®16" O.0 (CUT 30 PEICES) N • 2 3/4' AI 2.C4PF 0 2 RIDGE RD. - S �is•,54.3' r 12 a (CUT 30 PEICES) ��\�� 4'0- 15 1/4" 7'-5 7/32• ♦ b KNEEW 5'II V2 --�I Q b' a 4'-0' I DISTAII 214 BRACB N (0! I/2' C10NS [ITH IDd NAD9 _ m m I•_4• _ _ _ q9 � TRUS MANU CTUR O' � m c 2%4' TDC ? U TR S FOR 9PR9 H 7- TS �j�� IDD # �/f\Q 0 2X6 CEILING COLLAR TIE INSTALLED / 2,4 ai n c s ®16" O.C.. INSTALLED ®MANUFATURER - -�a� ASTEN TO RAMR o 0 MH 4-10D NADS s S w 2x6 Cheek Wall c� ? R� 2x4 SPF/2 KNEEWALL W/ ti Z 5? STUDS SPACED Wo.e -M 1/2'PLYWOOD GUSSET c +0 EE— Z GLUED 100%COVERAGE �:D AND►AS17O7ED 1-(32)-7/I6'x0 I/2•,16 GAUGE STAPLES 5 6'-0" 12'-10" CD c � w d 2x10 SPF 1 2 FLOOR JOISTS®16"o.c. SYSTEM 2000 FLOOR TRUSS a 1 0 cD 0 2x6 SPF 12 CEILING JOIST®16'o.c. 2x6 SPF #2 CEILING JOIST®16"o.c. z F � w Do W o � _ s w QD o s m E2 o a 12'-10" 12'-10" MID SPF#2 FLOOR JOISTS®16"o.c. 2xl0 SPF # 2 FLOOR JOISTS ®16"o.c. 27'-5" 27'-5" WIDE (4) BOX CAPE fBalDv,sSi WvaaS tat E9UYA4DfT 1 w I/r RT•.m O T/M'OSG.2W afAEIWI w A(-•)11 fm Rum g.ED P=IS[RIMED u<eP LOIIdI Di „N..,fig 13/RlT uv0•�rJ1TtIC1T.OR LOIATALLTT NAnPAL 7/12 ROT P.101 CN VORVER t'�a•amuL A-JE IALtAraN IN Arne AM P OGY z aaw f ar fACA W/•D:TL vtxtr- $Ms)R cum ,F GL mr E4R �GpITt1Ws Y.M SOITIT _ ca.2"1 neetaAu sl:+m Ea.n 1 ! ? t c o WE: NAA„SZAL EF 1!67ALLlALLE L 9Ti 8Y Le E1D t� DD.•ilE h16 MT Ism As RAQ Olt -... S•A2 8E v4,IEL I_D. Z p AND 2 M.FUM MDDL`,L! I FcLft D OR T_E'D.S.I. . u ca a••at E b ML 9 EAW.q Z im 999.D Y ego t0 w/4 b• f lFAI m p � 1 16 fAOA � 1 OQ 7 4% O LmNL ` m ' a•o sris)p'n.L r,LA Jl6T ,Ij xa •aa�¢vTc asl i I,s/a'e»vw Dcaxa L�mv nA CJ f 1a6 IXT.'MI:l v z's or.II'ALL Z � •34"mtn, 'Ole 4A71R'A.;E WILLS to u•3s"neL •J xl 1 � 9"min.:+UJ 1 d FLOOR ' I/vavn.R15E o Di--• -•a ia�'�I .aE•T�rea�atalmsrM . ] m LRRFL_ ar•:ms G Ee)Tp(rpre•.. I.»taY(E;�arr�L � p !-3 1/S'CONCRETE E:SFD � I _ Nat JFJL ,- c •JE'n+�. [ LALLY CD:IIAINA'-C•o.unat - 1 i rutwiT �PT•iL:IFJD 7 �; "'1a(MtCAS a:W ? b ia I r`J A•OL AOA.ATLT)) A E� I rTay.L r:•ncT.AN i T >- 'm'o.1REA03�•-0" •Rmm amcat pert; n • K t�� tr/OX_'A-.Ac I I i �R:•9.-x sraf Im oUv a i71 aLs� I:al I V-. EVitM FG WFE:V--N 1 -) eaL m P.e 1 C SITE dl ou•.1 i n =I t f � Trim sTO.•_na a+A•ri V 3700•AIO"LFELY 60.LI1N St)PP4aT FCOIN0 °.�E PA•�E 12.UfTtill Cy J t T.;,E: 4-FCX CAA X- =W', !C i. 3y:EFC F^ NO.: !CATE: a—n—as , W—V 2s'—W NOTICE: r°lorl49 iuror E"oRLL µa�No�lAeiuTY RQ/1�A TO 9FN��yy ISA 71DEFFE RUATERwaml. ao � ANYDF ATI NAND OR�� TRPUCOHON FISAIE�S RELATED ` I32n mWm �Y 49, 1 ACKNOWLEDGED GARAGE PAD —11L�6,-6° �61_611 61_611 �6'-6Y1731/2' 61-6° b r____, ry/Y 0'-Y' C7NCiElE 1 FILLED LALLY COLUMNS - 1 ; SPACED AS SHOWM 1 Of 1 1���� � 1•�l L ` i - cmum q6 L 1 DRJ1�07m - - - --___--'---------- - iWGnl MIS - -- IR --------- DRAT NAME: Um plit SIGN BEPUM Zgyyg ear PDi CAPE FU IQ-S?URGIS RMIDBNNCS DATA 12-8-09 aar M rw war�■vr• CU9TO1Dil6 NAME. rrr ram•rar.wr•eri �ww MUM BT ECG 9T115 mm fMr f� ffi NOREam FOUNDATION LAYDUT •t: •0 SUPERIOR WALLS SYSTEM. THE FLOOR SYSTEM MUST BE ADEQUATELY ATTACHED TO THE WALL TO SUPPORT THE LATERAL SOIL FORCES FLOOR JOIST SILL PLATE o 1/2"X 5 1/2"BOLTS I - 2 1/4"X 3/4"LATH NAILER 0 1 3/4"THICK, 5000 PSI WATERTIGHT FIBROUS CONCRETE FACE. ` NO EXTERNAL DAMPPROOFING 6 MATERIAL REQUIRED. 1"EXTRUDED DOW ST.YROFOAM NOTE: FINISH GRADE WILL. r VARY BY JOBSITE. 1"HOLE FOR PLUMBING . I` AND WIRING MASSACHUSEi TTS - �,Z•� pL r�1 S�• �ii .: �� ..,.. `•'�C fib 2 1/4"X 6 3/4"CONCRETE =III=III=III= STUD(SPACING 24"OC) (-II I=III=! ! N ���;r1�,�� c' I I �—� � �—� i �—I I :�•; No 33�31 ��c I—BACKFILL :I I I o �'�,,� o`'•.R : j 'V�`'`� 911=1 I I-1 I I=I I : � OPTIONAL: FILTER MEMBRANE x- ;, �Q' WILL IMPROVE DRAINAGE BASEMENT SLAB °o o�� o°o°0 °p 'J� ��po �' '" CLEAN-CRUSI-TED STONE I=III t i —� 11-1 I I—III I-111 !I I I I -I ! I=11 I-1 I VIRGIN SOIL fDRAIN:EITHER INSIDE OR OUTSIDE WALL O 2001 SUPERIOR WALLS OF AMERICA,LTD PAGE 1-3 I � , f i SUPERIOR NAILS OF AMERICAL, LTD. .THIRD PARTYINSPECTION II The precast wall system is to be produced per the Superior Walls of America "Quality Assurance Manual" (latest edition) and inspected by, and bear the label of, PFS Corporation, an independent third party inspection agency. Exceptions: Nitterhouse Concrete Products, Inc. I Has been designated a PCI certified plant and as such is 'inspected by Ross Bryan Associates, Inc., an independent third-party inspection agency retained by the Precast Concrete Institute, and I shall bear the seal of PCI. Superior Walls of the Rockies I Shall be inspected by Geotechnical Engineering Group, Inc., an independent third-party inspection agency. The PFS Seal of Distinction recognizes and represents building products and materials that have I been tested and/or inspected and have met nationally recognized standards. The manufacturing facilities and quality control programs are periodically inspected to reinforce I the manufacturer's capability to consistently produce units conforming to SWA standards. i SUPERIOR WALLS New Holland, PA See BOCA®research l report no. 98.4 THIRD PARTY INSPECTION FWS ® y NER QA251 1 PAGE 14 ©2661 SUPERIOR!WALLS OF AMERICA,LTD . Y Application to �. ® Rinq'o 9ftbbjap Regional 3�isstDriic Aliotrict (CommFIRe, ., L' In the Town of Barnstable u tl CNN 0 4 ?004 � CERTIFICATE OF APPROPRIATENESS HT�NOFB4RNSTABLE RESERVq 11ON Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for. CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: New ❑ Addition ❑ Alteration Indicate type of building: House ❑ Garage ❑ Commercial 0 Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence El wall ❑ Flagpole ❑ Other l TYPE OR PRINT LEGIBLY: DATE ADDRESS OF PROPOSED WORK ytfc, OA ASSESSOR'S MAP NO. 1 1 0 'OWNER Cn a \S ASSESSOR'S LOT NO. Co Cat HOME ADDRESS Q S (TELEPHONE NO. 5 fS-� FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners acrosq!:Cany public street or way. (Attach additional sheet if necessary.) 031 - -- wn I M w 00 AGENT OR CONTRACTOR c Osne& kV--V .s -S TELEPHONE NO. '31,.a ADDRESS 1 0 c DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. BLease include locations of proposed signs. c- M Signed 4e— Owne tractor-A ent F P For Committee Use Only This Certificate is hereby DatTP Appro ed enied 7 Committee Members' Signatures: j . . F Town of Barnstable DECEOVE' Old King's Highway Historic District Committee JUN 0-4 2004 SPEC SHEET TOWN OF BARNSTAB�E HISTORIC PRESERVATION FOUNDATION CANCf`Q--.Vp- �pSflm� wAAV,- C.e-Aqf YA 13 ~ SIDING TYPE C�� ay.f C _ COLOR - ' see Slne A\ CHIMNEY TYPE lljr►t.� . COLOR S EQ A.Z ROOF MATERIAL COLOR fr 3 PITCH WINDOWS COLOR TRIM COLOR ���� DOORS �eSjWIC, i`�1 COLORS �`f\(� �Qe 1 SHUTTERS �Y,h 1-p-- COLORS Svi -see-A . GUTTERS P�&V\%V\08^ \ COLORS DECKSO,(tY\Q1 '1�1' 1`�MATERZALS GARAGE DOORS 'I c71�Q., 2. ��O COLORS SKYLIGHTS D; �y\�_ SIZE COLORS SIGNS 1 Y�fY�'e COLORS FENCE COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 i Affidavit of Substantial Financial Interest 1, } �S _of 10�5' e�n��c�e, S on oath depose an�st tea s foi ows: 1. 1 am an applicant for a building permit for the pro�erty located at Map 1 O , Parcel i—p The address of the property is 2. 1 have �b % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date,which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 1 oc I s�v�eanexl�e, �� l y 03 -> �rese��' `ire Ws�•e�� 1M caa�`� 4. Within the last twelve months, from today date, which is , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, 1 have submitted © building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted © building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted © building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju this Id day of , 2003 r 2001-0omaffin 1 O/LOTTERYIAFFIDAVIT NOTE: OUTLET PIPE NOT CONNECTED TO DWELLING �y�` '1p' -P.\ N/F d '� CDREBAR WEEKES CROSSING 0 COMM. ASOC. LOT 35 SET ASSESSORS 111S 001-069 !/�l w 'p s ,,i ERNEST & DEANNA CASALI �p ,OPEN SPACE p SiS O z #129 PERCIVAL DRIVE DRAINAGE A p� tkF. Y ASSESSORS 110-001-016 �� EASEMENT �'L 9 00 (4 BEDROOMS) 0p • �` m 26.6' EXISTING REBAR Q \ REBAR WELL SET SET 141.5' UTILITY CLUSTER a 1p' 1,500 GALLON ' ��� EXISTING SEPTIC TANK Ao, ��. WELL • LOT 34 0 EBAR 35,216 f S.F. LOT 33 22 7 SET 'D"BOX 041.8' �N PS.�p COURTNEY & ELISSA PALMER S�'p REBAR g. #149 PERCIVAL DRIVE RS•o SET ASSESSORS 110-001-014 `�s' 4 Fop (3 BEDROOMS) 55.4' 12.8x33.5' 381 OPEN 6 S.A.S. WITH SPACE S9. A ' OAROUND VERDIG "AS— BUILT TIES" � 4'srj� 'L°'.�g�•y� ELEV. A TOP FOUNDATION 62.08 Tss s�9,, chp OUT FOUNDATION 4- REBAR 1 IN SEPTIC TANK 52.16 34'-4" ' 9GT�GSF� OPEN SET 2 OUT SEPTIC TANK 1'-1" y 'Q SPACE 3 IN D—BOX — OUT D—BOX 49,55 4 IN CHAMBER 49.45 _ " 7'— BOTTOM OF N THE CERTIFY THE TOWN OF BARNOST/ABLE ING STATEMENTS TO A S— BUILT" I HEREBY CERTIFY THAT THE LOT SHOWN AND PLOT PLAN THE BUILDING THEREON CONFORM TO ZONING BY—LAW WITH REGARD TO DIMENSIONAL REQUIREMENTS AND ANR PLAN AS RECORDED, IN THE LOT SHOWN DOES NOT FALL W THINAA SPECIAL FEDERAL W. B A R N S TA B L E, MASS FLOOD HAZARD AREA AND IS DESIGNATED AS ZONE "C". SCALE: 1"=50' DATE: 8/30/04 PREP. FOR: Mr. JAMES STERGIS THIS PLOT PLAN IS FOR BUILDING PREP. BY: EAS SURVEY, INC. PURPOSES ONLY AND IS THE RESULT OF AN ROUTE 6A, PO BOX 1729 ONGROUND TAPE AND INSTRUMENT SURVEY. SANDWICH, MA 02563 508-888-3619 �, IA OFt1�Ss9 REFERENCES: EDWARD cyc ADDRESS #141 PERCIVAL DRIVE o A. R+ OWNER JAMES & MARY STERGIS STONE y REGISTRY DEED 5325 / 320 po�.p co' 23980 o� PLAN 413 / 99 s "sT ASSESSORS 110-001-015 i L ZONING: RF SETBACKS FRONT 30 SIDE & REAR 15' EDWARD A. STONE RPLS #28980 g;�'' a-5� '�"^•`- A092, ' $-<`1-t'"�i -+ ?Y', U+^w e� •S' ,-u6 ;.nc.., ,r,,,�ti a.t^.. .. �. �,.��• Y,�r•. �? ?_ _ �.. r: ca .�w. EIR`��h EXTEMS'M.ICGR`Al�t` ED = ES1` �.. ,PIZV. 4.+r y , :f" .n''�ae`FSS �'k� `3n# F L er `� * t 3 - � i�T� ��1-1"J �0�� T f -.,'��3 ,� ��. ''4.��y(.w A�"�L.Ar�!`fkk SS��•x�'�. .fin r:Ai> ; OEQL LII} 38$5r(1 -: . a y.r- Mpuk* i s + ;FPvk t naa ka� 3 r fed 1 � �t iA t a y 7y s n. �ADRESS4 PEER ��IA : r RIME :!. 'Ys ,1 _,b-�f; �[ ;w `''•sr.4u:a- sr.<e'"'.iF7' 'ri�7 y��tfaD-,s��a:F.r��..srr�r��tt,,�..,.nYS.. , .✓. - °^,4.f .r,., 2 P.HO LN n/ t�.Et�tlLy i r f �` t W y t �a r•{.1tiA'.4> a.; c 4- ' 4 N ( }_ ..y't4 'rt. .� y� �S C .�.�F - �?� al'�' .•s v�,'�jj��� „���4'h�� �t'�y�� i��r'3`��. '�'�^'Y�!�1";•`�Gt�P�"4."�Y�'��,��fw.r,�3. ��•^�+.a'S��' ttr '.+.r•.;�., u r'Y� )} ,k, iy R'; a a �-F•�.t 7� ��7.4:�"� f y,�fi^�..�.,.Yncu r11r. i,.`d.' �t '•� �# �S `� `�.��'t 34 � ��#���� �= � �' � :� d� '�•c�,-��3;fir���� •�e7•[� •��-•�>� `>'�ss�';r a�, � .�.:sts� ,.�•;. ..�a. l��q �4j r_ ' �m � .-.tom � �'zc�".�.r���i `-��.rA�f�P�';S.t�+,•r�r 't�i��+,. 3 '�' S�?�-,�-. - -'• �4; r r a'�` R `94'u z'" f F a c r w q o oi>_ � r. r� s � �':x+v •� - . � ��� �,�'•�%�` T3�E{�IEF�N(�.'1�„'�,�7� �'�� {r, rz ����''s� ��-, '��S_- '���s �.j����c.�-�-a� ?.__ 3 _ rY:,' 4 k_.. x+�'',r�`.• '" ;�. d�s,+L [,�S -�6 ,,;,,,s:,' � S tots' k•R� •t y,,�,�,�; a •�;s'x'�t",.SSAEF'OP�H�aiR�����.TACh��.�E_�,y a.�C1?�i'-ceT.0���:. M.'9_. •_.-"et�.kt�.].R G r t��6�.�S+n=�aq�s"y1�e ae Ju+SEi+aa'eu�a'�-,k.��gr�����_�»x i�•+,��r.u.s��h{-�{`��'t m*I+v574y�&._-'Ba s�'!+.�•°�^9���"".E.un,..�sz.E,.k;,'��►�;�Dyu������s:tT.v,�y.TE�`F a1....A .TE`rla �'.`v�Swg.'sYRe_Io c gt,tA`tt e a;vE�#P.+a&��!:il 4Irc��;'aY�'`r.i"��''�`�,5t.•G�±y�4en��,r'����n',3'7�E',�i�l"^��"?1v.�rot'IIi?,..RS,r•f�, >-;"rF��si c�t.... -WIT Be Ei 1� 3 iES— 1 Yr ' "I' 04%. .y Deparm 9 � " ma. '. y. Regul>�to !�4� rr,, 4C, `}y 1 �f' - ��i } {{,r,ij�q , `, jt� i 1. t •� S r txN+F. 1�1:3�•3Tb�.L 9%` 'f• .�, <T' _ .F��µ" b �j,"'�"'°<u} '' 'nfYZ_ .�.({,'. $ 'f ! ! J �.- y ..� r• � .�Y." �i �d�"1.!��.(•���� � Vr 4. '�Ih�L.YW�C�.y „a„a� � �� .J "{. L�1 ^4 .Y '%n �''ky'(( .}�- T.ar ry "�_ u - •saz •.,�",,. 'i `"s -,.S{{ ;a � V'� G r f'�`,tc"r,•jC{1„y["r"' �w'.ic.�Ta wJ f ,..'>�-"k"••. r+'f -''�`}-� 1 _N_- �.' .�' -.ry'�-r^'��a- -x. ..^:-,,7••y,'F,;wok a...:�.�!``3'�x�na,} ;y{area. 'w' eN.a. :'M� r'-S:�•'�=zs•tr�•^'S-�4" 'gcz.;l d''-..y�_ �'� �.�i •.�a1=^ �v :r-s ".4rr ., VE'J. a !, '�-• F�; FA 'y::, yr.p,q� /� f.y F c�, ..� "l� a �,�I �A iT iTF`4.d•.a,.. s a MAIN �.,C�Yrri+Yl.i�YRI�A�." .�!^r. •J J', 2s 2a �f`f•+,.a.... -•.c" c ,„ .•�t���x.S.:T+y}lc`pr��n'.Yw r�M c l° y •e�� 'Y` ._.�..�,� ti' s ,. ,�""e -'4a•rcara a^Y�-cw -� � d K e,•vFs.w3i ETA°CHE3 �I PRI�F�'PL ea,'.•zi-4rv `;�'+ ''"',��e.11r•s�^,�' , fx rxk+rx + g �, kr � ti 3dn B sue.. 3 a tt;� �x sw BARN9TABLE,�_f���777i — ..'r.c 3'1 ; ^-a.�-. wF-r`•!'c.tt�:� .tv., i�•�F Q 'wJs�,v 't �.�traa, SrtL n-nzs+ ♦ C .w ze 57'. ..i������IC,� ';��$. .�'1', v+�� ;.a�" .r°i a'�a �`L' » t=PT d.ad i fi!1.�3�' +i�>•f 3 t '9'yt �.` rt. Y.1.a'°rw '4 3 To" ' ?'h a.3, t %'i.7'�'�'f6�Yi�.•.'rCr _. .•rin +. 5 y ,put ;: '' t. 4r 8 � �' �w - rr4 rsti7;z r S. a5�i°J :GY�7 3{ar rx �+ r?t�?l t. =dr :� F�r�u *41 ,.• kt . •,.. n: rf �':an` Y y. "'sv.�'rK` a#° "!'..YQ'rP.kp c t, Fa -..r - •'�w. ,.i+, tc i',N �r : „yt�, ,f � A � 7s �.. .�ir<` �;:,.•� ..;r.,;,, p A � � r. ,.�• %�',G• '�-.�,;._;.,- �'� ,arc ,,.;. 'hi �� .�S�ra�,�2fa=;r�CC:'�.�'r`���5'��^ •r ..<'�' G '$ �F "q+- e`er._ ,�•y� ,r �d"e r ��,`s��iJtt �cu s•' ��•i:'r.:-Sfi3tr .Sw.15K'e"ua ;XC4e:^` E - � ��L��ta��.Ti.'t�.ri�:+"...^.i:^.F:cxe.e� t � ., � :. 'cy mF �s y�' ,P Fi.,taarc«s' k �'.,EiR f ;:.� r r� -r � } r ,F �° t a '.::v� r 5�j'',`&,-k4. '•.�'� '.�.Kr ��..�.,.,� w �� :��z�,�f��- q��3�. � �, r ' ,��F,����.- ,� ��LTILDI��T;„G.�DI�SI,ON�,gp,�,,��.� r , 'r t•3'�k 7 xr ,.o= .3' 7.. ri '11 N f'.{ ,, F-s• t,. T ,}, vF•^ SL t•; q, ,Nr _..!rt ee1�;.t�,�':.�.'i*i• �' ,. 't.ttr--...^1f •h') see` r c .!.r=� I r.- �� ..L1J v:. t R��X�>.. }'t,.9aF'. Y;'��'•s.:-L.,aY°'"�i'ir�a��� �' �A.:4 � •�"' • sue.+' ,��, a•' �C�•7. GfJi€�l 6�?°` '�•.-�.�rr�- 1> � K xst.:aa•�e�ri�-,,t err ie� t'`4 _. ��r� �d §r v-.. � '' s,-ri:' .. �f„y'4,s. < .."�' :'� � ;:ch r'�'E'�j���i."'O*���-= ra}'G.rY.,c..�,��;p4k:S,�+f��` Ei-"vm�•Y�'�}iFr'-�'+:w a.:.°+j.. .,t- i 1 .�'r �'}' S S 'mil . _:1'rF t: y- ^'�{ 4 __ •� T-_ 1. f i- rOW'V'OF'9 RNsr laoy ABBE May. 25, 04 JUN_ Pq 4. / 4 To: Thomas Perry, Building CommissioneP,4 ��stable I would like to request a six-month extension of the permit for 141 Percival Drive. Some unexpected health issues saddled my family down over the last few months and delayed the building process. I will be in contact with your office to obtain the appropriate documentation. Thank you for your consideration to this matter. Sinc rel , VU James . Stergis The Corrimonweaith of Massachusetts ERR Department of Industrial Accidents Office ofloyenfoo Eons _ 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit 1 �] `,, •'yam �ocfltzon \n phone# S I am a homeowner performing All work myself ElI am a sole etor and have no one workii is ca act % /G� //%///%/%%%%/%%%%//%%���%/%%%%%/%%%%////////////%%%%//%%%%/%l%%%%%%%i ❑ I am an employer roviding workers' compensation for nab layees working on this job. _ •4^C:{: •'.•{r•:?::;a.•i:r,#.'v+}v,«ra;,. :: hy,.}::S r•}s;•.{;•'"? F " ;3av,..f+..:,:,.?x•'.d.'``'u>,'Yvt:r�79•?y♦^`'r^�-'t`£?5>i•�.Cwtr T'+',Zt"'v`a„.�•y£',•;,Y>>"<tyf.'+}tX'`.tt}}bt.:•�>."?.+,:£',5,,v.:>:3'iY"t,•C:'''.r o.`h«s:Y'c¢;:P;E?:�^£s+�..,•f."•'.�:,,'•£G.`y^,,+,';r�a;fg^Y`u,'F.i}tSt:,°,.+k'.:+t.w:•«.§{• PINES ' }•b.�5'•J�>.:;.,�+.4,a}Cyfi.�g.Cs},;:.:{.?:x�.k•£}�!y,.3;•Y,,<;,.'•>.;•{c::,£.A?3`'•;`1i�3..'t}i+'+,a"t}'£•{H`fiY+.•r i�Y�+fn�iw,>Y:'•t+tr?.}r',"'G'•^'G:A.£'ugMc?•>:.v;�cTt^'.;H,;:'f<^'£<•`'^'.f'::�r;�?.t:;;??s ;. <Y> ''.S '\ `3 .? .•?. H.R.'?::.5 " f+i �,•--1-•:�8.•:'✓+S•;•�:-\?s'�33�•�u.{��, -t+a °.:a.�..: .;%;•3f<A'�.>�� ,ti•r ::•>�a Y.';,t;,i .,�)'2•k ,t ti{}.•.?a4�:tn'.?`,�.'@n s�{;�j :xa •.:,\; t �.:..:J'S�.'+x•:. y,. r....� .t `2�+'> •.. t �c•;Ji-,.•{.,;..:.+ .•.,,+., '''o-{•'S•'�': �t.:i w} •,£').? .ati�.;• S^To-�,',:..aT:..ti:.h ?S •\tt i•.yi t. kv?V"'?w:•..t.t v: :COlII 8aY�hflme•:, J.y..r.;7t ^�> .}:.,r:v�ha >tYo-:{a..G;,.�:..••:{t�a:+:.2i,.J%•:I.£:•?fktr:'.:��. F.;-.». a::t•r'+::y}�{{{:w.a•:y+ tr£}'�c;'j,'tl'C�S•'•iy"�:;a.•!Fa?•y?}• •a?:.:u-;:{{. •,.a;;:.+•;•Tw u;.£•i.':Gt£;f;%;:•;v{{`}' ;w ;r•:v3r .�?'••.{ti#y::' tS,?3{,�•„•: tvh+ww,',,,}F•,+-^{;?+ � £' '�>: £'�,?t�',?,•..+ +:at+•^:, ..hy.. .,-.,••'4}w:J, .:>r•r..,i,:,•i?':.>?>•''2�;%!.;. ..f;.d.<ti rb� t .G�{ao'`�.„Y.,� t?N t`t{2F >+:Y:aS �;,:\'4fo'3;\b+:t},��•?r.�t•.fi•..:v+•ti;. :✓•y,y•• •;,.t .:.:i>::r.'q.{',tfi}%<t»..;.L3.;ti:n•tT ,r t.3,.w,.'•.�.-:},pr.�/�. r.u.;{..a�T "f>�•3•,• :.:y.:,eo:+>. •`k., ,??}k'?"{,.e,S •�`'}}+u:�,:CS+:, .,�, +'•:ah�:S�'h�!3.t i'tun:f•:: 3 :�...;f:;3y:'�tiS?r0: r>f>• v+.4.n•' •Y.• •.«{ •Fvl.:2ti:+.P::'far..,•;:. ,2w"- $'� .,.3.9,.' .t:'.,n..?.: a.,..aw:.'�w tr°b:?o.,.:..•r.•% ,::{,:.,.}y. .£ .q .H.';.. :Y' +?;G,''.�•.,.,'.?3:. :b :.T. .,, <•. o-{r'�•,,'i::•;2•• a. .,Sn:.}J. t P:v:.,.,.y. .'t:..`3. ! .,'., 3.' T;} £;». i,.t,:g• .. tbr�'%,:•:... ,H.w:..t:+r`;3't .fi,{•. +:,.y :). :•.>; t,y...rv::.tt:�. }\{3•r. ',y o'a?' r:, ,{•'•f,•v:;S}}J:rt,JPS,v :yfc...h ti'+•'i:3�?••Y+.t•>'r{a J �:h't:a '.Y£.• S:tis,;.,c:•a.•:::$ !�„SR?+%<S•.R,yr'!�na. H> ,rA'`�,i�£#,".6.y. ;'.fir, H':\� .i''jv :}2�.�+:' 'ao�'�S:a�4f',`. S�y-?�ut�: .>,.a�t�'l��:S3eY�{+�•',33tya�.,�^�c� ;�>�U�±^xo�2�:J:f�br}F;�.�G:.r,.+fiR6(^e;;3.'t•;,a+w.;��r+...`£v.?�::a},•:£.^:;;?;.:?{.r;: �` ''33i�•y'4:��'�btr�°yjS4`t' < �'�', :�y?fy��,a�a� •»w':xt/a.tS.:�.�v2•SM'v`% o,.,�'.t�..t•.rgLy.,'x ,. .. .r �r;r't:»!.y;f •C•:,;oa. 3>,+{,ty:.o}•. •?`'.ptt{,:Sy},y,:r.4:,•{r,;y;uy>,'?y,4yc,�.:«.txST:tFGg•�C«:2;t�Yi'`'�..: �.K, ,�'}•M^s�'•''' {'•a?a :« '«: v!Y`k .{ !v{ `"�:?r zµSa•?�:wti.,,, +a•�',G;J;4�i�/ %2+v;>x'x',';$?F: tuJ.,; •��i `2•:;.a+W,'',t'� ';R}�i�:�t;:},o-;'S. :�„ 'fi �.•{,'¢:.;fir': cam. •!•,al.H•>r4",•:'-.{•R�,>"�.�,��F'a9y,'+•:?.'N',.,+"?F f'}{:n i" -£`• 'fjfi•v'a.«.,�:...y?�, >.aco-^��•{+::?rf <f:,:�•tt\'•;��'!� H} `•:�' v?:£. a S, /.;:"w,a^.�, ..�'.`;.•�}}!.,•, :2'/'<^;'v �% :. ,:tom; .,,f. .�•a:C�:<u c,;;,•S,Y:w{:rv�•4n:.j, t;F!C�">?S•a.�4'� ,<.s'+a'?•y }:\:�G,ar,.;.; ':$t,;{>�,.'r:'\x�y,•x�r{�R;vkf: '` „„;>;•;;� �,•.6. ::� +o�r•.;;`-'> y:{;^�{N£;'t•:�•v:; r;Co +R. �qi�'.:. ,,Clt t?� ,� ,F•L{,•..• %r^f!•,:{;y,;{:y+£:.},• .ct: f;.�.>ro... '}' r}.'R. !.:4''�-�:a^w:c�`'tj•:t•`,•.r.�,`�£yr,.� :�,�p}�fti%4t. �8��:C'a-�°'t,!, •,A..�?.y.?, �>:Fh:{ }£ ^�c'r.;�;•!�:�q�'.3'{ ^{C,,'S � Y:yru{;.+:? ?+.3?•:• :.�,?Tt�.. #<.t, a�.,- R�' ? -i �ml���..t ::�:,.:�Y2:....ry r..tL.�,c• .+.9:.L'*. .lq•."��J?a�^�:Z:r,'r;:i37.rr9`,5���5!��'CRa� >{2i>,�b`C,'4yy,£`?}+St$..,•'>??w.v:�`�•r•a�%•,vR?a.•.,PnH�?Y?.:{?i. ... rl:ay.��p:}.�.{:•,.,4 ,{tt,y, }Y'Y ?' �J•. fi r "O::• •A,�o: .w}+n:. ''1'f+,tn-'i.}�•$}�\ji'<5 w,.• •tea%•>r•.t,y, .:?:£{»},.;:.t•:•,,.+.• ¢'t.e .y}`}wR. y' s: 4A.;?"gy'34Y;C::.t,.:: .. t \ �r•.J"'ih>ty t::R• o-•. s's:N?•�. �.3"^'+'•f+• fi" :..n .+as?3 :":a<s'•iE''•',`ti'>ai•.$;.,.. > J .,,,Ca.,.,, !t;»•'?/,tc:,,}>.;.?'}S:F.,,,?;jr { Z�•£.:y,.yf:•.( t;.y.i;:.a3:S,+•'.' }`�,:Hy£'?'S£ F '•.^":?,tt{ty+'' t3;Gs'vf3'+;;iai: r••jr;?cy, •!n.'o-.,�?Rk"�`' ':av•..},:y` •:.xv.3xb::a>�ra":tr: y. .,': .t '��fit ,�.J4} :.H,-.}i�{�•',{:S. .T �:, }77Yf...:r•.',�1,...?;+3 %�;: :.;ey .,r.{F ;r'+rr „y k;{.:�;••fi;,::• .:rr. -Pu••,•r:.y; .'•.'H?.«.?:.:;,.;q.,w.y f't.?���+�'• '•}. >%;F:•Rt:HC v�X••.,:t:�'f• +t�.. .;,•. ..&;:`a,,.,'!`r.`$k. ;.:f}vf:�:;£?x::;:?. '{.£•':r;+�k'',£a„n4 o�..,,y..;L�.� <.: �,paii ?:Fi,,, •.a.Y.�C}-rt.cT�^••,•.;;b]„!.,CPy,.:L Y„•��P:,'.:c;.,;,o.. tt,'.{t}•:.t??; :+,,, •.. �,�•,Y vfi,".}.}.. .� `i,?;3 },`'�•:f'.:i f :far, :t£arr.-t?L''•+3^:•:••::•`•�} r£? -r}•:!/3 '•>>:>T3.^.•.">;R'c•.•r,,ayti}. a.3:.�'P +:^y.. :•.�,,.•.�:k 2:t. 1 ,�t•�' .�., ? '�'•• wt.%R;y,,:£'�yw:r...,.J.s:,a�:SY2:Yd.' ?"xtH:„ . .Y,w .\ {}..:..:...,�;r�T...F.;:T r,r t�;.+. •• {� ',rt•::isrit;5'+a:�0��axr>,<,:;::3�},.d:•+S:%:'s,'y! .:•£t,ldb}2•:•:t?;;: :okr..y '�ll�'ffYt•�}-.�:•t•. �x:..ay§'�:,,? 't :4�nsuxaxce•ca_.F.:{r j ❑ I am a sole proprietor,general contractor, or homeowner(circle ones) and have hired the contractors listed below who have the followin workers' conensation polices: n% ,,, «a} }+ g .}!.ya>}},•;,+ :•»•0:'{?:;y'w•t••'+.£'•:£;£•'.:•r{m+.fiw:. i+' �°0 .2'S\fi;?:;;ram:<•i''`;•'{\'. a"-i'�,.C:t`'••N•�:}i N'•i:•,�{;',�;�';.`•>•.}ti.~;• u t:.Y:::YtT{a. r{S'yi�G �%Y ?2:£:?;{ t }: S JY£?::,.< ?f:•.;.y,a y>a.}: >,;. \ ."? :.�:>;>Sx Str;.::i> +cRC o,>d .,ffi>7...+,t: r• t, •H} £: ,.`wxr•,y:y,:t.• : ,t;:k•}..P.,:.., ''t«fif'. 'y`:2: r 9 '3•. }y}y S.., .,,> ti ••:..,yr Sy£;r.`�{+G{•'}C y"J;: "•1� :',fi tiS.s v3• \�`::<t:> :t;%SS>? ":.}rf•,t, ;s'}•.,g�),"Nix;. z4': f';,:},c dd��...{{�(��� ';? •. ;.,�"• i:�:2.t r ...111•• r; Y nv^ ,,;,+;, a. •., •�>,,•.c. <•�$• 9� r.!t ${: Y'f#;•75- CO•. ;}.!.•3?'ft•:t, : .of 9*• ??'• G'v.£� r '.•r.. t�r',' ? }sf � > ..r.. , s?J,}. Not . >. •.�:•''•a*:pA !l;t,.S' � •w �w.�o-;'•.fir;: � �k�'/.•:•;�:,..:???a,�c'.4.r.•:w�7;;.?S�t,•Xf3�::.•SS}.{�+.x,.t•.>i3``„vs<„�:.'r`Y.�r.:•:::. .f[18mf=5}�.,?t,{, , k,•f;24Gy�"V„'�''•`,'• +.tiR: }r n:K^..ft.a }}+:•C}T r :}Sa... :LOm ari > .:. .. , :::;... t{x'•?::;:. {r.. {:v,' .t::.vS?;ff'r••: ^`%;»,^.fiQ,;k�J:";,}:vi osf '`f;}:fiivrt::{'F.iuFf:}•.. r;,yyrt;Y{,�.{S+�}l .� }..r::t•":r .r " :?.{tyr ISO u ',4 fr.£,?4Y.:r r.3.{t,;F,2y',p�(?£,\ .C,' �At.•}•,".''{.{,{:y.v^: ?•j.:�.:? r>% f}..µy W.?'.Y i +c,,t t, .a, n ?y^ .tt:"b-T:li .i•`'t'J.a;;'kr'F+�^ H3•a+'u; C:' .�".,F.{S°? +::+n >? \vi::., <. .oar$`•,. .Y� }ate +•y{{•.. 2..s.:. .f? aff{J :i} {i#{ ki3s :S R. `:, £ h ^4� M.''4l,(t;: <•G, +$ '${••+st, •:•t ..+S�.rt},:,; '� :,:.•:. P• \+}: } v •i$£ S "t�' 't } vt• 4 £+\3S•'o• ��}t',ti. n�>„ ;,+'�'w rtLi• av�. { yt ?r• >J,..',•.',,::�r'y-2 r„2?•.•! .L.L: e�y �,' "�C•}�N}�{�� �t^•��'�.ifx�t`�y'y':cC•'�'` -�•'+'�rf.'!::u :-�G. .',?•,{S?b'nf,.�}•`;;.igJ'S�n�....1;.tia�,u }:a27;,; t.{•'.CixT+9. .?. ' ��R"•`�. \ R ar W i itt r+lH' /•• ?a ♦ .v'': ,mac t ♦.�. \ ry £b >:lu ta> •»i .f.. r o f. y 4•+a> •t/ -Y '4v. 2 f. {Or .f•:;n}«r,•iy; H3: A .�.: do-.. / 4+ w'+,` ',£{• ✓ /.,:�%:?a} .'i4. •t,''•:;4 .y, ac�A`+✓13?x�i+���iRc*�?�p��C�l�•.<.:''±��� ;"•'t(-+F'L.{!.t' .r :� ..:{:r..L.. .. .. ....,.. "r•x {�••'aty;xS>':cii} ;F?};rx.'S:;.. ,•.f.,: ,f, £{t::• '•'•y•S;Y 4{{qa,(H{;2 .}y. •?:•,?+,Y� .:•'�..?'•' .�ii,5,,•,.} £i rr {}?, f;.. �'�Yt SS;v•Ly �•?r.. ,.-',�'o.. ,+�faC•:.J+ 4 f•. ,.{. , ''t$x ••fi `•£•f: .o,`tW 'k"�'.-, .. rr'�• M� •.�•'L?.v.. > Cf:;... �:'•y ..r�`v}l,.•., +� •'iY: ^•' r+• %S .'�F•0 41a+w 3+t `t,n•T }.iu.:"t;":'3d :f�tl-'I`fl�tC@..CQ:c;rwiw.; .,.' ....+.oc• £:.} ...... �... Y'r.•-'�•%"� ••'�: �.,•M ? `H�:•s,, }fiS,P•'v O �GiF'k�l£:3?.+K�!#R�FSfc�•3'r,'.` 2�c7'.'•.tS}k$:,.,�-':ts�'"�t•..°a?Y'.•.'i£n?i'?•'•$:: "t is•y.;:: :•.i f:: }. "R •+:nro G ".,,r•w:�'•':}�'•,fiTrG.:o+ „'G.£}' : fi �,tvf"v a .£{ ,r, C''.,. •.S•.^ F-¢'ur' w, .•ry t2-; y� y :{. •.•;:: .;•;;;`• r«..:,c,',y. ..�:x,' .u:•'' •.,F+ .y+� �,,y}4• � .�• ;7�tF ..% •?'.; ,6 . �x a'v�.tt�t%;;x;•:•Y ::l' a +'{: .ru.;,t`•,to-} .a:'. :4Y'.S�',yrr ?c.•,Y, �,y ,�c} •}.3''•. L3'�,. ?F'.t?�`s•Y, { r:c•v�3•...a .}. .�:-."` L>`,A. .?P:. •{•::o°c-.t'L:+t. '•i' FO.X.•. S. �?P 3x?••;;•>• F:a✓ {:,,',.`y '•.JS¢reas :>�:"' •3• �'£+ t .y,. ,r .".a: � .:C`,.»,;;. to x.Jr+`r• M•f�•, f .,.•:c"F:• t.A:-i. '•'�a4r•,•Y%ti '->''}. 'G f.. ^-ryoa�:•.kk :x+'£t4, ;:t�Fu �:.v£} <`:'♦ .,; fY}}" v<fi^.��•• F'•-:F .i, :n: •:•£r"`'yi�'N..,.; •W`: �.:,.2u `'�}'':•:.• •.£?a�-,:h;�"} +'�;1:} •{.�:?,£t•:Py .;•P`.•fit;.`•:h+,•{.�?.y;f•.!•�'�'..�! �to-�^lt'.��' >(: - .:..'. .:a{. �;�;} +t'�:k�:?.Ck.�.;£{4•Sc�M{C S' ..Y.t��r,\...t,.... ahi►.'.natttenv". '..4.:{n3:: �,:y�:? . .'-',,, ,.•;•ur%i•{`r`•y"• •a..trta:: ,::{•?;?>YCv.3{a�$'1CvJ,`AAe'.;'•,;Y2>•�'-cr"•,'a::: •Y£:r•?-• ^,1 L':i''}+•' w�' ...,•:,{, {a ••P.'.,A:{.�.,�,y }a+>��p�,,4 ,ity 04;�£� "T �GS .`�/.R�..:{^i;;>�R •:'m vo•c{:; :;c5<?�nw•. .;�:. >?''+io`:"`ka"%:2•sv' iy, ,.. ya ,'w;�?ty: "{ :Er,' .L>iwx.. ff}'%c•<S',..•„• ,t, `'".:3c#}:. F ;£•,•"�,'•>'�`?R?�r.; •?�Y°; .. :,c.tr? ;^.L. y::r .n.3} .a , 'ny++R}t!},. .£"h ). 3r• ? 9 •>•:• ONr ?. .••: .3• a+t:. a.'+£wf? b t•..y«>'n .o';w{r•�:. ;.,4' y.;.' 2;Y: £'•. .''O>d� £ f � }; C » ,9(?a,{Y•:.., •,+ :.ya�::o} .• tio-:?% a.,R�,: '' a:••:::•2'r<•+? +f: '. 'I;t ".3{C�:•%x,- fc+:' :.,�Tt•r4t{;:•F+}ttJ,f• rti: }'^q• t °'ftit'ffMo-•'.';s:'}u #�f` �'k'L>''S' H- Via• 2• ;,,;},Xk• ,kF"}S2.a:r• ! �• > .-�"�•�"`'' H� 'S'r!.tK`�3f'iF?r?!;'�f' r'�! 'ffl:•a. ..'yob'? v',afck�:c? :aY•w?':afi�4''c�S�:S; a s4�?�.A:.S,�w'�L�i>n."3fa:.:S i': i�Id�1�3S:{>^•J>: r.,,•�:.v..,....:�.{t}� � �� .•'.ci:;:4,6;:-"' � -}zf�r;{;• .,{:}:.;..?,y'~£;H,.•.w;•' 'G; . 'C: •+R{tti{;3`' :��yy�'af;.t'•�y�HO.et>'���T Yi^}{z,?.�',,�..:vS�'.y}:itst; at....,y:•o:;{r:.•q::ti::+•fq:c,K;;:::?�:qGi{:yti:>Sf<+«�-w«r'c;:i?: ,i•.f`+?:+•;71.,:.oatJ„at,'?:?::�yky��}7y, .firo"•??Sk}'r'.fy,�r":,{•. :�°:>.::t?•?, .tRa', \2 :.�..G rS✓. ??R?• !dc:'r,£3'+Fy «;•kya,•• yw.t .� r,y ,{•:• "t,A:}.} ,.J, <S' 'l,-. '<' b»:.�arf;!. .x.� :?:£%•H::' ?;i'•�:; '•fyx'.•: .>, 2'`)•^r%.+:C?;?. £'t• .,Q.y,.o- '?:: M -.t mac.` r�:{. { + •.0,{4`'•'' txKf}} { t ^F' 5:' o:v.fi? •'? ,C2'a7\\'. +t�'•'}£' y f < '•,i•• j. i 'cta,r$�F.y`' r.ij;•y ��i,};`•• 0 4, ;''f"a£: ''{'...t:{C,y'; ;a•;{rP£•L£;r�• £'> {£ s'};'b•y ;•r '.�it.` G•; <^ T.•i?.^,•'G?r.•'•Rv 9..F•t"+y>>xN•. , 'fr�r`'! { ," `F:."va'�'•� o/?•'�.r• .{;hr.-'�.3,..: "^.!.C• II�1I�: :.•:. yY••:{�,�:. .,w.,- -�:4?;£Y•'>'•'•,a.?'fi:t#.S' S. ,r<,••>rxn.j,t9:;;;;:•xLt'tT.:•s•:t;:f4?33a}3x.{•:+.t•,,yrt{y.�^:nS�;f:7M ti�+:r::;vC•;;+•.:,''Y,� .{ J .y: r.£t ux{'•+>iy'f'G9C;?f: r nl' '•� ..�,'' :: ,a�:: �tCC S�' 3'o-: r'r�,�••,3.•4'? ''..x{:':\'S+'>ar;3:+•�tti4`r�,'::F r;,a%'•%Fyn"ly,.ri„;y�.. •N:::5�?''•",•i{S{},•�+:�.%�.''•3�:?a :•,aa8£.• £•.,•,+�. `,�},U',•�•.'{jF-,•:'ii��..�.'j:3•�•'. {�^�".•::4`v.• „�a�: �'';4S?>' �r �ro-3.•�• �'•• > 'Z:.•,�' L.: {. £a>;g'•£3: k ut, ?... .4 t.�t.$ Hi ':.,by .�'•• k ti.;t ,J? S rrQQQ••'''yyy,,S`��•ff�.t�'�y' `r,§•"io•}' G: •rf ,:,�! •�?'• ,;:o� v:�}y •8:• : h.? .}y a{r....,, x�Fl�{•'r✓.:?.'t;�%�Sy'�'y;:,�•r{�:CX-Fh,�c,.S�x }'.w.j-'.70.\''\�:i' •:�i„v.�.'/. }`6�.i"rT��•:X•y r: !Ja 'r ii>f: ` x'^ �°£ ,£>'�' N'{eti-��•o+�•arw. , ,;iG�'?;N�s, �•,atb,Dt••S;:a}�{4bk•�Si>; ,xsb;.:..:STaT v '+.. .%a.•.z;M:,�x... O�i `:' iT`C:fSn<x0i,•'I..t. ....' •H:• nSA'r9i2GB�Cb.,+•rF•3i�H. .. ,+,:. .... Faihae to seems coverage as required raider Section 35A oIMGL 152 can lead to the imposition of eifminal penalties of a Hue�+to 51,500.00 and/or ons yeah'f7nprisonmeat a+Hell e3vH penalties in the form ota STOP WORK ORDER and a fine of 3100.00 a day against me: I understsad that a copy of this statrmeat be fo the Office of Investigations of the DU for coverage verification. I do hereby certify p and penalties ojperjury that the information provided above is tr . eorr Siganature—L 7Date •• - •Pont name k r Phone# o e only do not write in this area to be completed by city or town official city or town: peradt/IIceme# ❑Building Department ❑Licensing Board (]checkif immedtate response is required ❑Selectmen's Office OHealth Department contacipeison• phone#; — ❑Other_ orelsed 9195 PJ/) SUPERIOR VALLS PANEL NOS. 1 THRU2 ARE 4'0' HIGH R5 VALLS, TOW 8 -98' by Jo..to Line, LLC. PANEL NOS. 3 THRU 6 ARE 4'8' HIGH RS VALLS, TOW B 0' 301 Nott Street, Buildingg 346 PANEL NOS. 7 THRU 16 ARE 8'2' HIGH R9 VALLS. TOV 8 0' Schenectady, Nee Yor5 I2309 Noln Offico. <SIB) 688-0290 Nnln 0ffice Fax• 151B1 688-0129 1 1s 4.0' HIGH FROST WALL UNDER THE 812' HIGH VALLS 15 14 13 4 12 SUPERIOR VALLS - - CUSTOMER'S APPROVAL FOR PRODUCTION I .. x----------------------- Approved as Noted Date- ll x------------- SVJL Prod. Appr•vl Date 9 8 Project, STERGIS MODEL HOME 10 . O.nor, JAMES S. STERGIS Budder• Memo- AJ BOUGOULAS r8� Deslppned By, AJ BOUGOULAS Great.d, 8/12/D, Lost Mad if led. B/IS/01 $• I ocetion. 141 PERCIVAL DRIVE DREVSTER, MA File Nana• ,015/.STERGIS 5 4 Reiner Associates, [nc. PNB R20 40 7, 31 -H Tilghnnn St. - A1lentoon, PA I8104 Tel. <610) 395-4849 i SUPERIOR VALLS Nr�o,.p fuuorp 11 ect by Jalnta LIM., LLC. _ 1. SUPERIOR ALL PANEL MUST BE INSTALLED ON A MINIMUM DEPTH 30l Nptt S<rev t, HulldlnpC 316 11/11 N KII./Iuel. Or 8. Of 1/ OR SMALLER, CLEAN CRUSHED STONE FOR A PROPER St M nectady, NeN TorI 12309 1 Snoopp.a l.epoo Ia.l lop 1•-1• r00TIM0 TN IA2[Of THE STONE f007i MO MUST BE SELO.LOCAL Mal, O/Plce, (318) 888_0230 3Mul t1 duel rR027 Lf NE ITN PROPER IRA IMAGE* Mal, Office ra M. (91BI 699-0129 e. THIS FaU DATION SYSTEM IS TO BE INSTALLED IN ACCORDANCE GI 13 V.11./1...1:It"./• L....,feel.so- VITN SUPERI R VALLS BUILDER GUIDELINE BOOKLET (S/eO01 1/117 I.oelo Ity.•/'-f-V/L.dpe Li....foot,W-V IMCLUOINO R VIf ION!) 10,1013 V.11:11m.1.gtpr,1'-I- Woos fool,113'-11//• 8 t. or AILS TO HAY[A MINIMUM DEPTH Of le' OP 1 e' OR SMALL[R, CLEAN, CRUSHED STONE/01 A PROPER Net.1 f00TIN0 iX BASE Or THE STONE rOOTi NO MUST BE BELOV LOCAL Y IRO3T LINE ITN PROPER DRAINAGE. I'•�RB• - """""" /. REAR VAL If MOVED IM BY 1/2•, BUILDER TO OVERHANG OM SILL PLATE ON RC R VALL BY 1/e•, 31LL PLAT[ OIM[NSION FROM FRONT 70 REAR VA L IS R]•]• OVERALL LIMOTH. jib I Oel 1.1c�-�-_-- VIdM ",IS" ",do, I Do N-71Y01 107 0 I I Cud 111 11 C SYperler Well.reued.tle.. 1.0• NIGM rROfT VALL UNDER 0 1 V1. 11_1A IN_1/1 IS NC B'e• NIOX VALLS t 1 VIe 70_l I1 1/_I/I 11 Project. 7TERGIf N00CL HONE T B N! R-i1." tl 0 0...r. JAMES 1.STERGIS G 1 Yu Nt 11 1 lullder. V I It it NO 11 ( fa awew Al 3OUGOULA3 leano.d 1/, AJ SOUGOULAS Cn.feO.B/le/04 eRer. Loc.1No.!I11/1 PERINPIL 1111E. BB' IREVSTCR. MA 41• Aw.r,ee. rile Me— /013/STCRGIS —.two. 23'1• - ue1T e1e MOT 70 SCALE eee I3. I 'ee• 8•D• Th...1-1.1l e.Doo bv.d for oel pr:du< olo.a 111uanU0 ❑ ud e.I ubl.ct to<M.q.. _'` 00 V � ❑j U 0 PANEL MOS. l TNRUe ARE 1.0• XIGM R3 VALLS, TOV a-88- PAMEL MOS. 3 TNRU 8 ARE 1.8• NION RI VALLS, TOV/0• q PANEL NOS. 7 TXRU IB ARE e'R- NIGH RI VALLS. TOV/0- n D or O le' - EXCAYATOA SEC NOT[9 = T ALL R-5 VALLS I e• •• 8.3• 9'3• F LP L e'18..1.//' ❑r e•B• ❑U e ELL '8 1/e• T•1 1/e• PMBM#2O7. 3 lA 0SBNTl IRnna, St. n4' A—,...Groot—.3917 1011ii• T'3• Allentown, PA 19101 Tel. (810) 393-4849 1/• 11.8 1/e• EB'8 1/2• v.r. LAW OFFICES OF PHILIP M. BOUDREAU 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601 Telephone:(508)775-1085 Telefax:(508)771-0722 E-MAIL:pmichb@capecod.net Philip M. Boudreau Philip Michael Boudreau Mark H.Boudreau November 21, 2001 i Hand Delivered Peter F. DiMatteo, Building Commissioner Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: Assessor's Map 110, Parcel 34 Lot 34, 141 Percival Drive, West Barnstable Dear Mr. DiMatteo: As a follow-up to my correspondence of November 6 (copies of correspondence and enclosures included herewith) and per your request, enclosed is a copy of the revised plan prepared with respect to the modification to the Special Permit in question. You will note that the revised plan did not involve the locus lot. I would appreciate it if you would confirm that the above-referenced property has retained its status as a buildable lot at your earliest convenience, either by acknowledging the same on a copy of this letter or by separate correspondence, if you wish. Thank you for your assistance in this matter. Sincer , Cf , lipMichael Boudreau PMB/hcg Enclosures j am' V mein -A-ME ■.■ loom M�I Moon evil won 00110 ■I oil —00 small- mot=— ■■■I■■■� IN_ow P Sim i o LAW OFFICES OF PHILIP M. BOUDREAU 396 NORTH STREET HYANNIS,MASSAC14USETTS 02601 Telephone:(508)775-1085 Telefax:(508)771-0722 E-MAIL:pmichb@capecod.net r i Philip M. Boudreau Philip Michael Boudreau r Mark H.Boudreau November 6, 2001 Peter F. DiMatteo, Building Commissioner Barnstable Town Hall 367 Main Street Hyannis, MA 02601 -� Re: Assessor's Map 110, Parcel 34 Lot 34, 141 Percival Drive, West Barnstable Dear Mr. DiMatteo: I represent the prospective purchasers of the above-referenced property, which lies in an open space subdivision created by Special Permit Enclosed are copies of the deed to the current owners, plan, Special Permit, Modified Special Permit, Covenant and Release of Covenant. My clients wish to obtain a determination of buildability of Lot 34 from you prior to their purchase thereof. I understand that your determination would be limited to zoning and will be subject to any collateral issues, such as permits required by the Board of Health, Conservation Commission, etc.. I would appreciate it if you would contact me in this regard at your earliest convenience. Thank you for your assistance in this matter. Sincerel , Philip Michael Boudreau L PMB/hcg Enclosures i BooKMZ PacE 320 70743 John M. Kelly, Trustee of-High and Cedar Streets Trust u/d/t dated October 30, 1985 and recorded in Book 4802 Page 143 of 301 Main Street, S. Yarmouth, Barnstable County,Maaeachusetts in consideration of NINETY THOUSAND AND NO/100 ($90,000.00) DOLLARS t grunt to JOSEPH J. TOZZA and MILDRED V. MASCIOLI �p y C� of 29 Bellevue Street, Winchester, MA 01890 �,,�t, ry'VOalttt� ttasd6 Barnstable (West), Barnstable County, Massachugo ta, 3 AEMPed°as follows: NORTHEASTERLY by Percival Drive as shown on plan hereinafter mentioned, Fifty- Nine and 89/100 (59.89) feet; SOUTHEASTERLY by Lot 33 as shown on said plan, Two Hundred Ninety-One and 44/100 (291.44) feet; SOUTHWESTERLY by Open Space as shown on said plan, One Hundred Fbrty-Two°and 59/100 (142.59) feet; `- x NORTHWESTERLY by Lot 35 as shown on said plan, Two Hundred Forty-One and 72/100 (241.72) feet; { NORTHEASTERLY by Open Space as shown on said plan, Seventy-Three and 39/100 (73.39) feet; and ' NORTHWESTERLY by Said Open Space as shown on said plan, Seventy and 00/100 (70.00) feet. Containing 35,143 square feet, and shown as Lot 34 on Plan entitled "Weekes Crossing Open Space Development Plan, Subdivision Plan of Land in Barnstable, Mass. for Nabil Boghos, Scale 1" = 100' December 9, 1985 Doyle Engineering Associates, Inc. 47 Morin Avenue, Falmouth, Mass." which said plan is recorded in Barnstable Plan Book 413 Page 99. Said lot is conveyed subject to and with the benefit of "Weekes Crossing Declaration of Covenants, Restrictions and Easements" dated February 24, 1986, recorded in Book 4990 Page 131. See Schedule "A" attached hereto and made a part hereof. Executed as a sealed instrument this 26th day of September 19 86 �f� HIGILAND CEDAR STREETS TRUST ! f/ � -''�' - � y`''' • ,'- B John M. Kelly, Truate �205. 9 = f the CaumtotitlleA4 of �RassAahuaettz f BARNSTABLE ss. September 26 1986 i Then personally appeared the above named John M. Kelly, Trustee aforesaid j and acknowledged the foregoine instrument to be h f e a red d Before mr. i r .. Nomry Mfk j N�} �f hfNar of rM Amer 71—��] f r My commission e:pircs 2l._ 19 sc1EDULE „A„ BoOK5325 FacF 321 Said lot is also conveyed subject to and with the benefit of Barnstable Planning Board Special Permit Decision dated February 10, 1986, recorded in Book 4990 Page 127, as amended by "Modification of Definitive Plan in Special Permit pertaining to Weekes Crossing Subdivision" dated July 7, 1986, which said modifi- cation is recorded in Book 5233 Page 36. For title, see deed to me recorded in Book 4990 Page 150. RLCORDED SEP 26 86 I u sees . . OOOKQMPIGE UO { THU COMMONWEALTH OF MASaACHUM4TM 19263 ............of...........0.ak u.t.u.I.9..................................... FORM D COVENANT The undersigned ...Frank B: 1'aX�t III, ;trustee under.zP. Declaration of T-ru,t darted..11.20./..6.9.... a.n.sdPd...in....Reak...4.1.5.1...1'.>ae.4....>.U.a..................................................................... of.....................................................:.............................................................Ila.rnstable........County,Massachusetts, hereinafter called the"Covenantor',having submitted to the.......Ctarn.s.table......................................................... ..........Planning Board,a de(nitive plan of a subdivision,entitled.........WeCkCs..................... Crossin O en S ace Develo anent Plan ........sens .........P............. .............................P..................................................................................................................... ci doted ...P.Ccf:.misssK...9.e....l.9.0�)................ made Icy ..... oY..less.Cngrocer.in.....nssoci,at...... ...Inc. doer hereby covenant and agree with said Planning Board and the successors an office of said Board,pursuant to G.I.. (Ter.Ed.) C.Ol,See.81U,as amended,thot:-- 1. The covenantor Is the owner of record of the premises allows,on sold plaint 7. This covenant&hall ran with the land and be binding upon thr esecutars,admininrators,hdrre,politics of the covenantor,and their sacceaton in title to the premises shown on sold plan t. The construction of ways and the Installation of municipal services shall be provided to serve any lot Ica setordanee with the applicable Rules and Regulations of sold Board before each lot may be built upon of conveyed,ether than by mortgage deed; provided that a mortgagee who acquires this to the mortgaged premises by foreclosure or otherwlsr slid any succeeding owner of the wort`stied premlres or port the real ma'sell any such lot.rubJrrl only a,that portion of this Covenant which provldrs than no lot so sold shnt�hr built upon until such ways slid srrvlres have been provided to serve such lot; ti. Nothing hereln shall be deemed to prohlhit a cartveyanre ssbJert to this covenant by a tingle deed of theseentire parcel of land sbnws,on listssubdivision plan or of d1 Ion not previously relented by the Planning Dowd widmul fist pinciding such wois and srrrlre,; S. This e—moul shall take eff-I u,-un thr ar,proval of sold Pfunt 6. Rrfnrnre to title et—nant.ha!I Isv es,tt,.d opun said plus,uud this covenant&toil be recorded when raid plan Is recorded. Theutnlersigned .... .. . . ........... . ......... .. ................................................................................... ........... .............................................................................wife, husband, of the covenantor hereby agree that such iutcreat me 1,we,may have in said premises shall be subject to the provisiow of this covenant and insofar as is necessary release all rights of tenancy by the courtesy, dower, homestead and other interest therein. v F, EXECUTED as a sealed Instrument this......... ..l..I........day of..............tT.dxtNJFY.. .................19..R6.... ... ,...................:..... ,........................................................................................- .............................................................................................. .............................................................................................. comhWis— e 0' Rarne ab:l�,........aw Less/.. .......... 19 .............................. Lyy Then personally appeared .......r .Ellin.. ..... b / +`I1tS.1;GG....................................................... and acknowledged the foregoing instrument >! ;;j frith.4IcV and deed, before me +�; i .• ) i a y o ;•dole �aDlle ��''• a,: 1 MARTNA MCCANN 1 ' NOTARY PUBLIC OF NEW JERSEY •sees�,.`,.�...,,••"� r.ns e FORM sou Noah 6 wAaan+.IwC.. hE�I��L�MA����� MY Commission Expires March I?. 19W ' BP'68776-0249 93-09-13 1 -49 C54833, RELEASE OF' LOTS' UNDER COVENANT- .... Barnstable, Massachusetts: "&4i P 3 19 The undersigned, "being an authorized agent of. the Planning Board of Barnstable, Massachusetts, hereby certifies that the following lots owned by Nabii Aoghos securing the Covenant dated u•V/- 13/ 'L9-1L1r arid. recorded in Barnstable District Deeds, .Book_ _ s/g&,. page 130 ;, (or registered on Certificate of Title No. Document# ) , and shown on a plan entitled"_WFF.KFS4 rRnRRTNG nP FFT nPj.FNT PT eU nF TT AkT TkI 8118a1STA8774..ASAae and .recorded with said Deeds, Plan Book 41 s & 471 , Page o_o ,57 , (or registered iri said Land Registry District, L.. c. ) , are hereby released from the restrictions. as to. sale and building specified in said Covenant. said lots are designated' on said plan as follows: 1 through 37 and 44 through 51. SUBDIVISION# Sas ; Authorized Agent Planning'Board of the Town of Barnstable COMMONWEALTH 'OF MASSACHUSETTS Barnstable, Massachusetts, ss Qom- A,3 Then personally appeared_ �►'1u11°_ -� the}P— an authorized agent of the Planning Board of the Town of Barnstable, Massachusetts and acknowledged the foregoing instrument to be the free act and•:4eed-of said Planning Board, before me. i0TARY PUBU&; o' ;,. ' After recording, return to': . My commission expires: Town of Barnstable Planning Board Town Hall 361 Main Street Hyannis, Ma. 02601 I - BARNSTABIE REGISTRY OF DEEDS Form G. .Rev. 3/30/ . aooK4990PacE 127 � 1(•d 11 Rl,1,, ., Barnstable Planning Board Special Permit Decision At an advertised public hearing held before the Barnstable Planning Board on January 6, 1986, which deliberations were continued to January 13 and to .January 27, 1986, the Board heard the Application of Mobil bodhoe (Bodfish Marketing, Inc. ) for a Special Permit for an Open Space Residential Development pursuant to Zoning by-Low Article T for a 68.35 acre tract of land situated off of High Street, West Barnstable. The parcel 1a shown as Lot 1 on Assessors Map 110, and title to the parcel is in Mrank B. Faye, III, Trustee under Declaration of Trust dated June 20. 1984, recorded in Barnstable Book 4141. Page 181 The hearing on the Special Permit was held simultaneously with the public hearing on a Definitive flan I entitled: "Weekes Crossing Open Speoe Development flan ' Subdivision Plan of Land in barnstabla. Nunn for hat,ll Boghos Scale 1" = 100' December 9, 1965 Doyle Vadineerird i. Associates, Inc. a copy of which plan to on record at the Planning Board office. After reviewing the Plan and hearing all tertismany and evidence, the Board concluded that the parcel not. the Jurisdictional requirements of Section T as well as the required standards for Density and Intensity The N.,ard also determined that the propnsed plan showed only twv avrb outs, that unreasonable traffic congestion would n.,t result, that safe emergency vehicle access woo rr,rvtded and that the soils and subsoils were ousted for the intaled purposes. Further, the Board received a favorable rep•,:rt from the Board of Health, found that water tests proved favorable, and that all other design requirements of Subsection 5(c) were satisfied. In additi.ue• the Kk and found that the site design respected the nat,.ral feat..res of the property, and that the Declaration of ::t.venonts. Restrictions and Easements. which were reviewed by Ttrwn Counsel, were suitable. BOOK499OPPGE 128 Based on the foregoing, after concluding that the plan satisfied all requirements, and was deemed superior to a grid type planoted ously to issue Special Permit�pursuantthe-BoartovSectionnT, subJeot to the a following 1. ) the recording of the Declaration of Covenants, Restrictions and Easements; 2. ) the repaving of that portion of High Street abutting the premises; and 3. ) the notation on the Subdivision Plan of the 180 foot setback from wetlands. This decision is dated this loth day of February, 1988. // 46,.V" t° Chairman: �yl�,„� Cu*t 11 • `l e— JJudy Fr noh Twenty dnys hove %If, *j dO Nlpc eh(s decision was filed in the"off ice of the Town Clerk and rw 4 sal h—a- 1-11 Iled. 1R'f�lutant 'rows Clerk KtCUhUEU oat{31 Ot, -16 COOK4990 PACE 1,29 ... ✓✓. LE .ai OFFIC8rof 401UdG ND DEVELOPMENT 367 Main Straat Mvannta.Maae.0780t (617)775.1120Eat.160A 160 ' January 29, 1986 Mr. Frair:is A. Lahtiene h Town Clerk ! "���I/1'T• o , Town of Barnstable �' Team Hall p '� •'�r��'' �' I , ' 367 Main Street '' n .':es'. .: Hyannis, Klass. ,�ti 02601 � '�.� �0"�•y� De: Subdivision N585 Nabil Boqhos "Weekes Crossing" West Barrstablc Dear Mr. Lahteir> : i At a meeting of the Barnstable Planning Board held on January 27, 1986 it was voted to approve the above subdivision plan subject to subdivision rules and regulations, aid conditions of the Board of Health. A special permit under Section T of the Town of Barnstable Zoning bylaw was granted subject to the mutually approved of and agreed upon acca;Ipanlying doctments. 150' setback from aetlard to to indicated at lots 39 6 40 for septic system, which is corstant with the nest of the plan. Plan is entitled: "IC-ekes I Crossinq" Open Space DevelonTient Plan Subdivision Plan of Lend in Dkerristehle, Mass. for Nabil Boghus I Scale 1" = 100' necanber 9, 1985 Drawn by Doyle Emineering Associates, Inc. 47 Morin Avenue Falmouth, Mass. Yours very truly, (� t c l./r4v��it�-�r+7e� :rrk of ti-e roAr u ,J �•'f'���` [S::r.'..t:!:' L:.. �•... .:ar c uo i_c of npP'�.ty•1 th J ench i� o't'i Itable Planning Board I:c t h': . .,: i.. . :. t . . ,. is c u•J JJF:bdl such r.:mipt 311: cc: "Weekes Crossing" - Nabil Boghus L/{� Doyle Engineering Associates, Inc. Tl1bViV CLK:IK c ht0hL-[U MAN 318 i eooK5233?!GE 035 56138 \Y ',' 1 Chi (���••••;;;•� 1 OFFICE OF PLANNING AND DEVELOPMENT JL' _y lh h '�tI r_�t•j ���•7�ftltNt� Xo a'•'u. . J (617)77Stt20 367 Main Street Eat.160 6 190 Hyannis.Maas.02601 July 8, 1986 t Mr. Francis A. lahteire Town Clerk Town of Barnstable Town Hall Hyannis, Mass. 02601 Fie: Subdivision #585 Weeps Crossing West Barnstable Dear Mr. Lahteine: At a meeting of the Barnstable Planning Board held on July 7, 1986, it was voted to approve the modification of a previously approved Defini- tive Subdivision Plan and Special Permit of Weekes Crossing. 711e accotg,anying plan is entitled: 'Modification of a portion of a sub9ivietion in Barnstable, Mass. for Nabil Boghos'. Scale: V-50'. Dated: June 15, 1986. Drawn by Doyle Engineering Associates, Inc. Yours very tr y; Joseph E. Bartell, Chairman Barnstable Planning Board JEBtbil" i cc: Nabil Boghos Michael Dunning 1 BOOK 4110 M. R. PAGE [Uts P-�-ac : :'Utlu % W. i � �i.neC'crk at lFc Town of A -C1. m. rgcMblc,htr�hy t'cr:i.y.ti:a. t._r ru:ic Of oP9�vtil ? ; F and 00 iw has �.Con m iv .�� mit:lltor = 1 t.� : �n I, oc gVGh roa1Dt cad r::u:.�.. '•,.-V ; owN CLERK I5=5233 KGE 036F. MODIFICATION OF DEFINITIVE PLNN• Aft 41111 5; SPECIAL PERMIT PERTAINING TO WEEKES CROSSING SUBDIVISION At a meeting of the Barnstable Planning Board on July 7, t 1986 pertaining to an application by High 6 Cedar Streets Trust, (Nabil Boghos) the Board heard an Application to Modify the Definitive Plan and Special Permit of Weekes Crossing Subdivision, the plan of which was endorsed by the Planning Board on March 10, 1986, and recorded In Plan Book 413, Page 99. The Applicant Indicated that it wished to alter the location of a portion of Ironalde Drive, as well as the lot lines of . several lots with frontage thereon. The reason for said relocation was the discovery of an area of possible wetlands within the original layout of Ironaide Drive. The Board u determined that, as a result of said relocation, one lot would be lost and additional land would be dedicated to "Open Space". Based on the foregoing, the Board determined that the modifications were within the spirit of the original proposal and j I Section T of the By-Law. Pur,Unt to subsection 9(b) of Section T, the Board voted as follows: (1.) to permit the Modification of said Weekes Crossing Subdivision, as shown on Modification Plan of Weekes Crossing dated June 1986; drawn by Doyle i, ' I BooK5233 ME 037 Engineering Associates, Inc., which said plan is to be j endorsed by the Board and recorded at the Barnstable Registry of Deeds. (2.) that said Ironside Drive is to be constructed 1n accordance with all applicable Planning Board standards, except, if required by the Conservation Commission, the Board agrees to waive the paving requirement. (3.) Areas shown as "Open Space" on original plan which are shown on revised plan as included within Ironside Drive or a lot are hereby released from the Open Space i provisions of the Declaration of Covenants, Restrictions and Easements; areas shown as a portion of Ironside Drive or a part of a lot on the original Plan which are shown as "Open Space" on Revised Plan, are hereby specifically submitted to the Open Space provisions of said Declaration of Covenants, Restrictions and Easements. (4.) Applicant may install a 30' by 50' swimming pool in that portion of "Open Space" adjacent to the tennis court, as shown on sketch filed with the Board. C I The d�difj.catign is dated July 7, 1986. •may.• r`�,. VIM am �~�S BARNSTABLE PLANNING BOARD I. OWE B L, a rman ���AN AUG 6 86 Tf0 Chin A¢P-d+x 1 Table J3.2.1b(coatbmucd) gated With Famil Fuels preserip&e Piek.ga for Qat sa.d Txa-F="y"ldantba$Rildiags MiTIK •HeWng/Cooling =p=k&ge Floor BaC�� p�met� Equiprmenc FMcicnc? ceiling Walt 'U-valuz' R-valaz� R-vlue R-value R-value1 A valuer 3701 to 6500 Resting Degrre Dam 6 Norural 33 13 19 10 6 Normal Q 12'/. 0.40 30 19 19 10 6 6S AFUE R 1ZY. OSZ 13 19 10 Normal g l2•/. 0.50 3� 13 NIA 6A Normal T. 15'/. 0.36 19 19 10 15 AFLTE U ISYA 0-'6 33 N/A NIA 3E 13 25 6 is AFUE Y 15%, 0.44 1 9 25 19 10 Normal W 15'/4 0.32 30 19 NIA NIA X 19% 032 33 NIA Normal I9 25 NIA 90 AFLM Y 18y. 0.42 326 6 13 l4 10 90•AFVE Z; 18Y, 0.42 38 19 19 10 6 0S0 30 AA . • \ .� fir` I. ADDRESS OF PROPERTY: 1.1P ' 2. SQUARE FOOTAGE OF ALL EX'ITRIOR WALLS: g, SQUARE FOOTAGE OF ALL GLAZING: 4• c/o GLAZING AREA(#3 DIVIDED BY#2): '� g, SELECT PACKAGE(Q--AA-see chart above): Z,(OTE: OTHER Mon INV OLVED ME ODS OF DETER &XWC'ENERGY REQUMEMF-NTS ORMATION, RE AVAILABLE, ASK US FOR THIS INF A BUSDING INSPECTOR APPROVAL: NO: YES; q-form3-t9 80303 a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel-- ._AppIicati(5h,# "Date d Za Health Division e Issw ,IC Conservation Division pApp I ati6h Fee > C? Planning Dept! -...'Permit Fee- Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address J41 ; P&?- -QVAL- v_,V-6 Village b0r=:S1,, AUA/S POE-�1 9(�LLJ 5 btz ! )Owner Address Telephone 568 362- 291 lo Permit Request MARS Exrswl 15P4 CE OoOe X 2r.,' 6-A1-A&C- 4:�� FA Sq-'uare feet: 1 st floor: existing proposed .2nd floor: existing proposed -44LTotal new Zoning D�istrict. .-Flood Plain Groundwater',Overlay Project Valuati0 413700 Construction Type LJ64 fM&AC- Lot'Size Grandfathered: C3 Yes Q No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Ll Multi-Famil (# units) Age of Existing Structure (0 qcco Historic House: C3 Yes Zo On Old King's Highway: Ll Yes (111'/No Basement Type: tdFull Ll Cmraw'VWalkout L1 Other Basement Finished Area (sq.ft.)* Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 3 new Half: existing new Number of Bedrooms: -3 - existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: EJ Gas L] Oil Ll Electric Ll Other Central Air: U Yes Ll No Fireplaces: Existing J- New Existing wood/coal stov L3 YesNo Z Detached garage: Q existing L] new size—Pool: L3 existing Q new size Barn: U 6,11sting Znew�size 1-i Attached garage: Yexisting Q.new size Shed: U existing Ll new size Other: Zoning Board of Appeals, A,-thorization Ll Appeal # Recorded Ll Commercial Ll YE ;TN o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CAPE AZ550Qtqre5 ZA)<-'. -,-- Telephone Number SOS -342_- �770 Address Po **M)( . (03+ License# C.,S 'N,9441 �123 pj� T Home Improvement Contractor# ?A F-A S-M B L-C-) MA Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7_6WO 0 SIGNATURE� DATE i� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED e MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: p FOUNDATION ..FRAME INSULATION -FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL . FINAL BUILDING ry DATE CLOSED OUT ASSOCIATION PLAN NO. r _ Town of Barnstable Regulatory Services ` Thomas F. Geiler,Director o ; Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.banistable.ma.us 'Office: 508-862-4038 Fax: 5087790-6230 PLAN REVEEW Owner: Map/Parcel: 1 G ' "W/ 619 Project Address �y� /�evc� �rcly� J,�JB Builder: *100 � The following items were noted on reviewing: (Q/ 4X -7?0 5MIK S-so?- 2- 9l( 4ur4Les Reviewed by: ��- - Date: Q:Forrns:Plnrvw r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name(Business/Organization/Individual): CAV:�— �S50ClS -L^/�L Address: 3 ZZ 3 M A m) D MC-Gr p City/State/Zip:13Az V57p Qc.E m4. O 2/,36 Phone.#: Ar ou an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-tim.e). * have hired the sub-contractors 6. EIVIew construction 2.❑ I am.'a sole proprietor or partner-' listed on the attached sheet. 7.. Remodeling ship and have no employees These sub-contractors have 8. '❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'-comp. insurance 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.❑Other comp.insurance required.] 'Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: AL m M U--rt1A L_ Z tJ St.RA tJC6-. Q Policy#or Self-ins. Lic.#: Q�Oo3`f'3 3`�-p2 Expiration Date: Z D I Job Site Address: 141 parr V A1,- b p l J� City/State/ZipA r _9AFJ• TA 8tC ✓n8 021& 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 tip 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 cerlify under the pai d penalties of perjury thilt the information provided above is true and correct. Si ature'� � c-"`Date. 3�j-�� • 2 Official use only. Do not write in this area, to be completed by city or town offu iaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health I.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions ` Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute,an employee is•defured as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a.dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be.an employer." MGL chapter.152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable.evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),addresses)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department.of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the 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 maybe 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 io any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to-thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations,. 600 Washington Street \ Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFTCICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: CAR- A556QAT�S IX41f- Site Address: 141 P�&t yw_ Z)kj 9 print Town: Applicant Phone: �6� 36Z —Mz) Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R49 R-10 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: `� REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ i ADDITIONS'OR ALTERATIONS.TO EXISTING BUILDINGS.OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b - a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is.<40%.uge the chart below. If glazing is> 40.%o roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and Slab Perimeter Fenestration Exposed floors Wall Floor. Basement Wall R-Value U-factor R-Value R-Value R-value R-Value and Depth .39. R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compress d over exterior walls, and including any access openings), SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) I CREScheck Software Version 4.2.0 NJ( Compliance Certificate Project Title: Percival Drive Addition Energy Code: 2006 IECC Location: West Barnstable,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 141 Percival Drive Cape Associates West Barnstable,MA 02668 Compliance;Passes Compliance:1.1%Better Than Code Mabmum UA:78 Your UA:78 Gross Cavity Cont. Glazing UA Assembly Area or R�Vailue R-Value or D.. Perimeter U.17aptor Ceiling 1:Flat Ceiling or Scissor Truss 403 30.0 0.0 14 Ceiling 2:Cathedral Ceiling(no attic) 221 30.0 0.0 8 Wall 1:Wood Frame,16"o.c. 483 21.0 0.0 25 r Window 1:Vinyl Frame:Double Pane with Low-E 45 0.320 14 L 05: Floor 1:All-Wood Joist/Truss:Dver Unconditioned Space 520 30.0 0.0 17 QQ Compliance Statement. The proposed building design described herd is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in l� REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Room over garage �V �v Project Tile: Percival Drive Addition Report date:02/04/09 Data filename:C:\Program Files\Check\REScheck4.2.0\Cape Assoc-141 Percival.rck Page 1 of 3 r REScheck Software Versio i 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-tactor and SHGC requirements. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the wamv in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated Rvalue without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Project Title: Percival Drive Addition Report date:02/04/09 Data filename:C:\Program Files\Check\REScheck4.2.0\Cape Assoc-141 Percival.rck Page 2 of 3 Air handlers,filter boxes,and dud connections to flanges of air distribution system equipment or sheet metal fittings are sealed and • mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. 0 Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment NOTES TO FIELD:(Building Department Use Only) Project Title: Percival Drive Addition Report date:02/04/09 Data filename:C:%Program Files%Check%REScheck42.01Cape Assoc141 Percival.rck Page 3 of 3 20061ECC Energy Efficiency Certificate Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 Door Water Heater: Name: Date: Comments: oTa�ti Town of Barnstable ' Regulatory Services . • a�xxsr,►sr� • eusa. Thomas F.Geiler,Director i63� �� �E16.19. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, l 1��� I S� , as Owner of the subject.l property hereby authorize CA PE 4SSOC—/A S -�/y� to act on my behalf, in all matters relative to work authorized by this building permit application for: l71 P6ZCrVAL (Address of Job) Signature of Owner D to Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERM ISSION P�oF zto:r�� Town of Barnstable „�. Regulatory Services BARNszwsr-e. ; Thomas F.Geiler,Director MAIRS Building Division �plFD µA't s Tom Perry,Building Commissioner 200 Maig§treet,_Hyannis,.MA 02601 vrww.to wn.b arnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOI%EOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": C name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to- be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that.,he/she understands the Town of Barnstable Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements., Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section.(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor... Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application. that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a fonn/certification for use in your community. Q:for ms:homcexempt 9 30 w `` s' 2-k(o (�?trsr Ems- 50cSTFM r Scope of Work 141 Percival Drive, West Barnstable Map# 110, Parcel 001,Parcel Ext 015 Finish existing space above garage, work to include the following. Build 36"x 72"platform at bottom of existing stairway opening flush with inside flooring. Re-frame stairway opening length by approx 36". Stairway width to remain as existing. Opening to be re-framed using double 1 %x 9 %2 versa lam with appropriate hangers. Engineering calculations on separate sheets. Install new stairway. On front wall frame a 2x6 knee wall 48" finish height. Re-locate 24 x 32 access to facilitate new closet. Build 72"wide closet as on drawing. At top of stairs a %2 wall as located on plan. Strap ceiling. Electrical to code, including new smoke detectors and CO detector as required. Install proper vents and insulate to R 30 in slopes and ceiling joists Insulate exterior walls and knee wall with "4 Underside of stairway to remain open, insulated with R30 New drywall installed upstairs. Drywall under stairs, at upstairs common wall and at garage side of stairway wall to be 5/8 h"firecode maintaining firecode envelope between garage and rest of building Install new 3'0 x 6'8 door from stairway to "nook". j ,� �//t9 V/NyJ7/I!ClYILCIIECaLI�O ✓[�GCCJdCLQiLIIOHLl6 I1II ?'" ltoiii d of Builcting RcgdlaNur and Staiidnras ' 4; Construction Supervisor License 7 Llepj�sg CS 76441 E r`alo ;1 6lZQ09 _ Tr# 12875 •5 .. .. 3 ` 0 722-1 f Egg ^PETER A KIRCH 142 OLpREbtOP t BRIE P,MA 02631 t " ` Commissloiier z r r r I ✓gee {foairM'mam aN 00W�d"'dea Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ='N Board of Building Regulations and Standards Registratiphi 100110 One Ashburton Place Rm 1301 Expira-lo_n__-�g/2010 Boston Ma.02]08 . r,..=._^,ST �•'Su'.'lement Card CAPE ASSOCIATES iNC 1 PETER KIRCHNE R n� 345 Massasoit Rd N.Eastham,MA 02651-'---,` y Administrator Not valid without signature 72e [�aminzaruuecz�C� o�� aefu�aell'd Board of Building Regulations and Standards License or registration valid for individul use only lugHOME IMPROVEMENT CONTRACTOR before the expiration date. tf found return to: `,•, Board of Building Regulations and Standards Registration:, 100110 One Ashburton Place Rm 1301 Ezpit-;'..;_;1. ..010 Boston,Ma.02108 Type .Sup,plement Card CAPE ASSOCIATES-,`INC. : PETER KIRCHNER 345 Massasoit Rd N.Eastham,MA 02651 Administrator Not valid without signature f g1W Boar o ui m e ulaVi s/a�nMnar s g g R One Ashburton Place - Room l 30 T Boston, Massachusetts 02108 Construction S;iipbrvisor License s ; License CS: 76441 Restriction: 00 Expiration: 12/6/2009 Tr# 12875 PETER A KIRCHNER 142 OLDREDTOP RD BREWSTER, MA 02631 Update Address and return card. !Mark reason for change Address Rene11•al Lost Card 0PS-CA1 Co 5OM-07107-PC8490 I GATE(IOUDWYTYY) ACORD., CERTIFICATE OF LIABILITY INSURANCE 0W20008 PRODUCER THiB cEIMFICATE 19 RMED AS A MATTER OF INFORMATION R098t9 b Gn�r Ini-So.Dennis HOLDER. AND CONFERS NO RIONT9 UPON THE CERTIFICATE MOLDER.11.0 CERTIFICATE DOES NOT AMEND.EXTEND OR 434 Route 134 ALTER 711E COVERAGE AFFORDED BY THE POLICIES BELOW. P.0.sox 1601 $pMth tennis,MA 02660.16GI INSURERS AFFORDWIS COVERAGE NAIC• IHctn>� rojM k MGM Insurance C n ppo Associates,Inc. IY1pim B: A.I.M.Mutual Insurance P.O.BOX 185E INSkIRER c: North Eastham,MA 02651 ,p; . Ixsu'>au e COVERAGES THE POLICIES OF INSLMtANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLJGY PERIOD INDICATED.NQTWTTMBTANDING ANY REQUIREMENT.TERM OR CONDRION OF ANY CONTRACT OR Mgt DOCU M W WITH RESPECT TO WHICH THIS LERMCATE MAY BE ISSUED OR MAY PEaTAIN,THE INSURO=AFFORDED BY THE POUCIES DESCRIBW HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND COT40MONS OF SUCH POUCIES.AGGREGATE LIMITS SHOWN MAY I WVE BEEN REDUCED BY PAID CLAIM. LTn TYPEOFNSVWCE POLICYNUwE7t vGLselr WWATICH tnrtTa A GUIVALLrAeatrY M3041163 Oi/01�08 oiro//08 EAeNoavRHE>ree f100 0 COMMERCIAL GENRIIL U064m PRE 7D :50 DOD X PI)Ded•250 PE ONAL A ADV eUM s1 o0 GENEMLAGGAEL�T>: 12 060 0D Gm#zmQATE L$0 ACES PM PROoutTs coMProP/wc 000 7...7m = A AUTDROWLIABIL!" M9041163 01/olm Ot101/09 COAwwSINGLPLWIT s1,000Q00 (Ea tt m") + ANY AUTO ALL OWNED AUTOS SOCILY RJURY n 7 DCHEDULEDAUTOO tPervsnon, x Nhto Am$ BODY INJURY s 7 NOh•OwMEOAVTW (ftewes11 x DrtYO Othor car LM9RITT A"M ONLY.EA A=ECBfr I ANYwUTO QTMF M" exAtx S Auto ONLY; ,= I A e»+ursRE I A UABOXY CU041163 01tolm 01/91/09 EACW OCCNRREMS: 0,000,000 X OCoup F I CAM MADE AGGREGATE 113,000,000 HDEDUCTMLE 3 X RETQNTWON a 1=0 0 13 wO►tl UCO9M3ArOHAH/ 00003431342 081YA�08 OW4109 X WCSTATU. DIM. EMPL/'101.YLIASUM ELEArHACCIDENT SS 000 ANY PR4PRIErQNPARTNE1t9(ECUTK OPf10ERwEy1!>Bt OGNIDEDT EL OISEASE-FA EMPLOYEE 1500 000 11 rmo + e.bw F L al5mr•POUCY uNR s500 000 QTMEH --T pt3CJbrnpr Ot O'ERATIDN M r LOGYt01lI!YEIACLP!/EXCLUS101,a ADOEO dY ENO r 9Pfl:lAL PROYBIOH9 Workers'Camp and Employers Liability No Excluded Officers or Proprietors CERTIFICATE HOLDER CANCELLATION SHOULD AHr OF TIE A=VE DFSCXftD POUC=ee CLNCSAID SWOU THE WWWWON TONED of B*mBt W DAW T>,Fnnaar.TK WM%MSURM ML WMVOR TD WA —10— DAYS warTe9 200 Mahn Strest HDTICE TOYM CV11TVICATB HOLIER NAMED To THE LEST,BUY FRAU"TO 00 00 60" Hyannis,MA 02601 OIPOK NO OftrArOM OR LABILIN OF AIIY 100 UPON THE VOWJA RS Arm"OR 11104 R WAT1VIl AUMOR»REPREWZWFAW& ACORD 25 IZ001/00)1 nr 2 MFF 6 ACORD CORPORATION 1980 r+e•..�• rrrT+.rerorx•r CTAn.r—V7—I"=I v GZU="'W Yb-CT QV09-47—I1r1M i ' r SMOKE DETECTORS R VIEWED lee- BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 0. Qps�- CARBON MONOXIDE ALARMS MUST BE INSTALLED PER �t I ID MASSACHUSETTS BUILDING CODE 3/4" 11'-0' 26'-0* 6' SUDwc GLASS DOOR 36u Q� Ssar 3'-0"x6'-8' .......... s....'.'. .'.' '. ............ , .......... PA.-If [LI AANGE ..'...'.. OPbJ.I1J6,• I ` �..'. ... Eftamm ................... ....:::::::::::::N Of<.......:...:.:...::•_.: ' T {y •:.,. � GA ::'j�NWE• �.:.:...'.'.'.'.'::..'.:.::.:.:'.'.:.'..'.:.'.'..:.'.':':: .'..'.'.'.. a ............. :................. ............ ...... ..... .... ..... .............. n1 ...... ... ...� ..... 3'- 8 CHASE �`�� STAIR G1�I�l� JCOtI u PANTRY 4'x24• `3(p�i X TJ 2 �pN©r,�l(, AT 6t5-mv V ROOM L -------------- --------------------- 3861 '-0 1/4" — REVISION C: 12/05/03 *LMG* & EPG (12/8/03) SIZE/STYLE 28'x38/65' FIN CAPE FILE NO:.STURGIS RESIDENCE DATE: 3-8-03 24' X 26' GARAGE TITLE: FIRST FLOOR PLAN. DRAWN BY: EPG STATE: MASS - --_- - C 1��� �� f I ' i � 'j i t t I —0 1/2' 10'-0" 26'-0' WIEG ----------------------- 3861 SG 3861 i r 1/2 nu I/pm UP f G(0 FIRST FLOOR BELOW GARAGE BROOM-2 z' ACCESS r1 a J 6 W > 2ND FL 'OF GARAGE IS COMPLETED b ON SITE BY OTHERS � N - ---------------------- r. DORMER 3442 A " ,� T, RMER � JUO - � L---------------------------------------------- -- -- ------Tut - 442 -------------------' m REVISION—D: M.I WINDOW LOCATIONS ..12-9-03 REVISION C: 12/05/03 *LMG* & EPG (12/08/03) SIZE/STYLE 28'x38/65 FIN CAPE FILE NO:.STURGLS RESIDENCE DATE: 3-8-03 24' X 26' GARAGE TITLE: SECOND FLOOR PLAN DRAIN BY: EPG STATE: MASS The Commonwealth of Massachusetts Department of Industrial Accidents Office alloyesaffatlaos 600 Washington Street �3 Boston,Mass. 02111 s Work ersI C nsation Insurance davit name J t7l�Y1e� 1� c ks \5 ovation: j hone cityff I am a homeowner performing du work myself. ' ❑ I am a sole netor and have no e war do in ca achy % %/G%G/%/%on %//O%%%///////�O%%%%///%%%%/%%%%%%%%%//%%%%%%%//%/�%%/�////%%%�//�i,. Droviaiin workers' compensation for emlo�ees working on this job. 4 a. Inmanr!� em I r.a.•.YK+;,KW:4+r;f:i}:2+'-:?ai fi:sd>5f;'rr`i}?rC:::2:F,+.F;:?{\,aj;?';C;:Y'.,'t. }44"t�4\�t''•,'.trv.`•.Y7y:;r{ p `J" b :}}+:ta;: v,•;{.} nM:rt4:+51.\: v,. .:A.B •{,ti•a•}, vv`•i:a}.Av.,•R} ..{,. {t4Y:•4v.:aiw.L:{;�n.. ^,.a:.}•4v n .:• .,•: r•.,•,:•::•r•n;ry3:.4»}+•-}•a:{}:?{:S:'.cL::......£rd:•... .x. ..,.... �y:t••R„:.`•.... ..f}.•:::2'•:t,+`5:.. .\,. .Y:\,Y• r.+ot",•: 3" �'•.„ .,;y..,:rr:}.:...St.., .Y...., .'f.: ,:.r•;;o•:+,...\.. xa•,,:.t.}.. .,....:•:•::n:•:rn.• :•:::..}:rrr•:;•Yr:;•}•r.. r.. •.,.,: +•: ,:{:,:.}..�-?•::., •:.:.,. \•:.,t:x}}.;2;.{;,..%:{;::.. ..fi. .YY•::.:..rr.... rr:. a,..d.:,,....,•r-:.,�: r::.,,a..},,,, .,,..+.•...3.:•:. rra,•,.: .,;E;n+' fi•?Y}•L.rv:•r.:{.p.rx:Y:•:••}^2•u:{u:•s?yv,:•u;;.}:?-'};Y3r;'0ffvYu-£a•r.,:r :•-3^fy}:::.-r:•:::•:tr9?$..,r .vs{}.:tv:.. .y!y: .Yi:+::. .'it�:f:.,\fv . .}rP .r.. • r.. v..n ,:,..r•i v.v-:r..;i•xi•:Y.. ,a ..i v:x:s:ii iw..�v::+rr: K,'r{y}'•3:y;.}} .::...r4•:.v ,v L''+.+' '{.: � .}.::.•.�:y: ..; .r.. /.r., �r m..}.. ..K•Yv.t,.. ...ar:.. rfi.J.. f<:..)::.. {tf•{. ...;{�-.•+[:,a4'•3'••.ri^.-Y'r :•r.�r:C. i?:::•.�2,.K7f6{.}.:::}k:,;{•.�+;n.•{;:,;.Yu i. ..F.•f{ruv .G 4sr;•S%y:+•rir.: .!.}:;L:... :,,2,•,C,•i -f.a.,,.. :Y..:�£:�t\F::r :`L\.r:.r .5+.. .,L.....,:^ ..{•.,:• f:`!if:•.y•..r r:.Y},.y a:r a.r, ..an.. ,:t?v.n. ...L.: , ,,.�,+,rr.:\,.Y...rn,..,:n a:•?.<:.. n<��::�?;:2 .,£..::?r{ ,•},,..q.;S,.y;:t••�,}:rSr. : ,.r. •!:M:.. ......::. r \,x .....r.•\ .v... ... .:L+}......n. {,' r,}:•r,#fi.:.,•..nri Jr....;;{.hL. .:.}:nvt•r:::•.. r.i.:2•:n£:Y::•.`•rr}.•^ ..:}::L., :?•$:.. }y:R•�\;2•r.,,ny. :•: •:•v} ..r.Fri;•:{?i.'.�{';i::•'::f:•'.•t},{: ,:.}..L}.•v.}fly;,x:+r'•:4?.rt.r.:.yS.::!:.:,v4..v...v,.;}}:r:•.4+.r...:n::•::+if!:•.r:....{•::{•:,•:,•:.v:v:vP`{..... +:}::., 2� :.4....v..::i•:•:::::rf,.,.: ...rW:.:n-.v:£c..r +'..,.\,. r.. .......4. .:•r.....^.^. ,.,•,•:rn•.nKv..:;....r;:.,•x•:::.,•.. 2:}•;••{,•.•:.. .:n3<:•}x.K.;r;+,.:5?�:•r::'?}:;":aY.,•:::nt.i.,•::..r....rrr:•:c}........,..G:,+'•...n... ...:•:r::�•::•r:}},::. ,,,.+,:...•,:::.,.,•.r...... ,,:•:t{.:.,•n.....•.:. r ..Y•,:,,••:•::r::{i•:+:•:{:.;•:.;,;,;y ry+„':`:•:'•:;+�;2};:{;�E' r••:,;?+Lh�;;.: • eQvneme.,......,, r....:.<:..r3. .:.;.;..,y,;1.:•;c•:,:,••v.•,::;: ,..: -;ii,{?•t}F•:,•, ti:\a; 4.4y: t v .TOnI ..- r.;}:}.y:� •i•:•r•�;,}.•- :}• .;o".{':.,�4}{,;,':•!:£,.:rr:n 4.•{:;.<•::.:'`.,.•.:z\-.,4,.. ........................::::..... ...n+:•Y••::':Wn. „ ..,., :Y:•;.:tt;:;:•:F?:;.};:•}•:•'rti::..L b::•:.,::r.:J'L:••:r. ?s,a{:.:,3,:,•<:.:.;:};•`:}.42;,.�.;:�t£�;;�;. n L•'$i�3cK';vk;�.;. r:;:: ...............•.:..::•.r. •r•... ••..:....r..,vn•:.r:..........r.r:.a} :,.. r.,..:.+•r:,:,:.y£. ....rE,.;y...Y,ta;{.}.,.n•:}•,.•.,,•4s•rt•,x:n••.; r,^...•., •,ar. ...,T.•..: .r.4::r:!�.::•:-v .G;.,•. f..., ..rr +cyaS,}:,,<. :r£?"•+.;}:•;•.v}Yn;:.,a:3.}.{?}.?,�:;o.,:,..LWr;?,:4r4}.4ar,c•xS1?h;,• �!i:2?}F:•:YY v:3 +.:•rffi{{,?i;y •+rYr.•.,{. t•.{...,,,..,...}...4,:{•f;} :}.L:.n r:'tn '+n}r:.,•+.,a.{•.:•:.., :a•.r r .,it••.,.:.,•..:n.t. ,y:t,+r.r. .r}:x!?}.?,'•:drt4v`t?5•54+,. .fK•a:• G%tr':....F:.v. »....... .,},,::•.... +,r^^.,.. r .... r.+.n....r.r. .r.:•,.•}:::•Svi r.s .r. :1..,..., .•!• ......t.,,t....r a,.�:;•:•:f:r;SY-,?.; ;-:`•t^.,••r,::. a:Y:r.;r•.'•:;i.f`9r4" .ti,:t+.^•:::•;:.. Y..r+., ..#.. .,{f. Yv. .£ }: Y v.5:.v. � v:{l'f48.;J{r:•••nl j{�x3�:�-f M1t i^4}C:W:i�ti Y{,LY. rb �:•.....t:.cG:vr.,a•...n•:.a.. .:.....•� ::•r. -r:•.,+f•..r ..4}L{{,.,:.,r•.....r. < n..,....�v., .... x,t r..... ,.,a�:ora'fYh•;':•`.;?:its+•:+Yx;+•:#$�:, .,.y.. W`,;+`.:;:••r^ }.: .,a r.:.. 7{.a^`+c:..•f-::r:•r,ffr !•r:r••.,..;5•:;.:,,k,L.,1�{.,r,,,+.,};£f.,,.} a.v:r i...•:•.}:.,.r..:::+'vc;, ••:..x}-. 3):}t•t�:4.}.;.{„ Y.,+,{.•,•:.�.,, xF?,.:,.r.:.r:,Y:.�.:i•K t^,Y.;L ,..<{,:a,..}..,,..}..�:r.<.:..�'i x+>........,: by:.,+•:•.:,hf.gL•:+,"R' Y•}++3.•. 4•.v.n\v;f,.r.�.;. :,n.,n:..5iv:2;L{:n !K.:ha\i.a. 'y�4^Kv.,.}�\v.} /- ,..?} n`�Eck ,. .;:i•:•:}.,,:r...rn2:HYY,+;•: .: .4 h.{yr r.Sa.nN..v {i•Y ...,v.�.n'}v:r..':f.. ••x•:+,�QC:?2}.i4nv..t•:Y•.r{::{;:2{r{ya:.:. .4:}.yv{.::?•}:r.r.Yn.Vitv;.:}..<v..v,..,Y,........, .2.. vr:{:x :.{ r �:•• ,•:•{`{»SYy. f.{}}.eL•::s?n,,S:�n}:t:y�:n2+;C;}�.:;S:.vn:J.,...nr...:n'r5... ........ .. � '..: ,, .K;r.•r.':•:Y;G�:fi•�;:'f•4: �• .;r, '!w-Ta•.>.......tn:a.::}::,:•:�^:.x y:a+:5^•.r:a•.}-, }Ya,,?"s :ta:a•••ft};2'•:•t;,�ryN:s'Ata:,vY;i;.{. ?q:;•;a:F-n;•+ c•3•:•.5.•i,, ,R,CF: 4 y,4.,:., ::y.;•::- ?:.^:5:d`<:z:J y�k•\,b'f.r ::a#W {•3'.::;. yY•raw+•:"s,•..'v':3i.:Y.c;;?^!::':K:p.. ,:S'fy+'•;:<vi: ..:r,•t•Y•x:.#.a.,.v:�3:r:••?%., x.. ..,or::.:•.i,:.:.,•::3.<,.ar.,:G,.,W\:tC .\:,,.:. !.r},<•L}-.:y:5r,.<•:N':•i:ir}r'•'r?^'r+j:r'�i#:•.. ,.v:\•n+{,'.; vj;....,+.;\, ...,Y,...•.2#?S>,�}:5:•}?5'':•;\. .,,.}.\y\,,, J.x :.:}•.<•Y+•„ ..ra,>...... ,. ?.. .f.,f3+.x v,.{., t., :/.•:4t32#5'C,'+•::ff::`:?2+-..r5:,.....:+.5. ;•,-•{•}.•,...:.-.,-.•.:.n. ,.,{\.xr I.M r.,•• v:+ti•a•.,•::N;.,•t{5•. :.U' ...L.c.. .•$x,Y.; yy y../:..n$1;}.}. ,+k..r.:: :.v.... rR..;ng,•,:.,..}.,,•:..•+r.•..!..nd�a.5:;:;y tS:.,•i'�a}, 'krr:.-,d:r. �,•::.n,,, tiCW;R�:L y},;?,?4azY .x':f.•... •rN:r:....i•.G.}v:tiv{:i v.v tw.. ^'f�S:{E,v}v,'{{.}f.{t2�:4::Ay•;•,>iriti•.^ ;{:2•..,.{, 'vv,.;,.�..,f:•}.v.nv v^.vx-.•......J.%h.};rt.l,•r.4.•... �v:•'..{}:.vt{^,v,{.•,!..}ri., vi:kv..•.r.. •,}'•: .(..,.{ .-:•R., ..r.,., ..?,n-.�:•':;ri. r...a':k.•:-::>,a...:,.;•:^:..r n,x. , ,.;5•.r.,,..a.,,. .n',2v,•:.t r:o+:?;•.L:Y•}a,.S ~! ,.}'f•y,;v:: y:•rxa+S?.'•;.r.. •«^•. ,::a::y..:vrr.,v:+r•.,,.;.. ' :•.v.,wr.:,.R.}:2{..;;;t3};}{...{.q::+.^.iy•r. r:�.. •{:...L,{.:x. , ':iL•.;}•}..;•.,•, ,r,.x y.�r:;;r.;:,. v.•:::n:v:}•::nrxh vyy••:i'xY:r{:?4? vr.• n.....n ..r.r...., v•. .... ...•:..'hr. 2 .: r.rr...n.... r.......r....r.•::.a}.:;..,.:::::::•::....:.:r••r.......L::.;Y^^:2...,.5.?a••:. ..•...:; l.f,?<�+°••:<S••:a. .v.a••.::..{Ly>x:{:,;.v.,;::;:2.}:•r`.yf:;.f3^{.{-Y�?i,;{.:w�,r3;�t;fy�,v£M1:•+.•:::.;. +6,r.ss.},..+Sr:•:x<-:;•aY::nrY::f;}fyr.:..?,r:•:.,.r.;:•.,;{: .::.•r••2.YY{•x•r.;!;•:t•:?O:•:o,Y:4�cL::.:ia'{;..;,}�:•:•^+cA+':?>•f:::}3{ai•:;<+.;;Y.,.t,i. [14Q�•�..,:..rr.,.....r.•:...:,. l.•:•.ct •.:rT,.•.y:.: •f:.....ii,::}•:4F. .yw.y.v.: ,..:.y.•:.:.w;!.;.. •r .,..: ..... Yy:::•SS:rf:>:;,tS•}'•rr..!/,,.Y..,+f3f::aE:ar.{G:K.,.r..::•:.a:n:.r `.•�:::. ,:•.w:r {,::. .,,.<r.,... h :xt:••.,•:r:,.ss:£kF:fi•R�f'`Y+':2+S2r.C:✓.•:;v:•}{:t+;#}:y:;,t.'3•};:rri}G?';:x�:,;;n:E:?:zti:{S{ v yr.%.�'•b;:^±2:?h}w;'�:;: ...s••;: �::f, •:.t;,. .,),.. .,Sty:.ti,r..,�.;. :,n.?,}:�:at�yfa3.?4k2rY '•.•Z.:•L 2�:•:4.v: „...... ....,,•}3•<•r.4n..,r•.i.::.:,......e...,:. r... ,.,• r.... r.r. ...,... ,...:...... ..{••.:n:•. r........F{•.K:•..+•)•w.>.L•Y:•;.};!.,r+"y::i•}r.,•.,•. Y•,�.a•�+.a.:.., ..{ -•r..•n. ... ...v.,r ..v. : .. .... •tvr ........ :........r. .,.:::••:... .... ..:..y ....,<...:r..,......,.:.:..;..r. .4.+••ri::v:•}•• ?•{+k'a r:•:4:.y.y.,r,n,:,t,t•.;r.Y;.:,}22:;`E o•.: {.Lf:nkrn•:>....lar .:r-..,,....r....,4.:.. •t:. ., ,•:.2••, :.K.r+r.a:.?n,rfi}tir;::<::$ '}:::%ii.,:c:'.'•,:+•r,•t:''. ,. ::+,;t:,:;{.•'rv':;::.rY^t!• ! ..'fr A.y....;•ff......1. .a:•sr:v....r..rr:x-:::Y: .,...4 y,.,,}.,,..:r. ,.,.. ,.,... +t..r... ...,. .ik'.. n :::..ff}i�•:•'t^:+.,`•.-:•.:R•p:tti~ar\•:+r.,n�,;43cfv:•?2y:::r•. ..r.?!•r:fi:rr:. ..�a.f..fr...rr:r.t •.,.r.{;r...,aa3v+i,..,}a.;,.;..;L?•r:•r n•.f.+...nn•n?• .,•i^b:4.3,>.;fixS•i�''t•Y:? `4r:y:Nr}S.. .,•s !.L...;,, r.,},r.,.;,:y.:x. '�?}.:. ,.y;, a-rf+Y:+•,•:a .r.: S.f.. .d} 9;::•�d,,,t, .'RK52++ !r\w fiy .:}.. ..f?Fir:^: '•{: {{{i• .:f;•:C r:,v.r .s•h �1i3'}.:^f;3,}•.''••::y:/i•:•.,+. r•.�L. .Y..#•:r.•''iwt.4 .v Y,•}2`•`,:•Vi•'\`::{:}•.};:::.;xy•..:xyv:n• ;J: ,..J '•.:., n {r.. :.,.2E#??n irY.••.{?2L .::�iF.. x> v r... L:.,r{.+-.,.:t{!•;'^^}:r.•l.•:`.;:.::±k'+;aF�.•:•r:..::x 33./4,.}:..An4{4fc.#�.:?:.,. ..r f•;:3••. :x:•.. ,{;•.;~.?•::::•: r.+rraa,::-.r.•...t ....,....,... r...{. ,::•+'.t:GY;•Y:22E;'• i�tv';;:{•+:•:;:C%F:,..,;�':F:?:; :+t.}... •..t.. :.\?S{. .,{ : .rt iY.. ...:{y,+.t,^:4: rf.:f::•::.Y•.,} ;�{}}•n;�::. -U�tom:: :in�LtT:'d�ICC`C•:C�rf•Y:•}•• u•r:.!;::Y3::;..nf•.x{;.;:r,.;"•a.w:}.!{tv;RS.. ..:i.r....,a. ❑ I am a sole proprietor,general contractor, or homeowner(circle one) and have hired the contractors listed below who have rollowln walkers' co}}��ensation polices K. M0 W Kr M % S the f .. .+•:n•.•n,•.:•:.,,,•r..,, a.+:ryr3}:y.\v¢+a ,W%L:r';FvrK,ta�'�+c ,:::5;. 2J?24) g -T... .»s:LYr}:e•?} }:••r :5.? :.r+' Y•;. .F<+ "}`:n;£?3�•'Y .,rt.`.?!,Y.?3J`,2{`;�+K,3#y';3'�;;'++t',:k ,`• .. ...... ... ,w••n.. ,. ..r.:..,:x.. ........ ..r..............}•;4,;:::•,,,:^•::.:.{•....., :.r.}••:try<•::.,{. •.ma y..... .........:: :�f..4•F•::,,,n f;•.; ;.yh0, 11 1,1 v:• „....,.:nn{.y{..n...nth.nr.,.{?, .....;..... ..,•:..c..,,........:.,..:.:. ., .....:.:::{........r..,:.,+.. ....:,:..fir: •', :t., ::t•. .. 3.Yfr,•. v :,,..t{{.. ..•.....:..... ...::.....3 .. ....:.....v••..Sfi......n.r,::.........r.r.• ......:. .+?•....,....,.....,. .1:.:.)..}.�.. Sic?3:•tr {rY. { ,;:::): .t:.. .,1 ...•.,.. :•r4;i:oa.. fL•};}••:i:`o'+...:. `I.:r.^:y'.�•. \v.�#:��. ..fi::;•::•., ::•.:•}:••:::n•n .:•r>: :•.t•i:Y-:,n,:.;r.. ,:;•{x•}: •?y,.::r:•:•.{.i. :.Y.<.. .:.4��cr nr:•r•2•+•':s%'•• .2. v;•�r,„••..+.,•.+.:, .>}•:•Yfr'::�:...+ '•2. ::.o:x•r';2:5;L :. ,.,+::;;•,;•r..}....,...a:.!v{L•.. Y .�•:. f.',2,-. ..#.:+.,G.x•��i�- aW.� ,•. ..i,. :-:.::•rr tit•r....,., :•. ,..;r..,;tr.. : f'.... .. !• •. •:�••}•:. r•::::...:: r{3 •:;;..;..:•:.. :.};;:7£, r:.� ..Y'f},.y.., ..:,,•n%•.S. k 4.%?':yr.,•r y;h•:+: �':i. .y?,r .KY:?..,yrk.. :YK.y. •4Y. .,2.. ,,.�,., ?'cC:a..2 ...v..t•i..r...... ......{. ... .i}.•., ,.. „ .; r ••}•++ s:•Ft,.... •• y.•fZi +;�5:?<,:#E:fn%E?} .,.a.t•2•::.,i^•:..rx,wYrrr..,.:+}.,,, .v•., r.. .,?;. .:.,,•:•:.. ::c•r::};.>r:rf. 2• ..,•., r ,. - x•' :.. "ir. Lc.{:•.¢;x•<t::•ti' .;.y;;;:rif':2;`.32 w #'•.'.'F?t{:ySi:.,.t,,,,"'::;;;., .-•r..:,:t•F: .,�FY,.?,\„•?rir}f.,o}.:......::{.a..,..:::..;i,.,• {rv.,.,..;, - •.r.�:�?£ S. ....:..,}:}i}:�4.�.bn•: a�"•.:;v:.:rr..:. n•.. f...,+::+:.�.. ,�.v:.:.:::-•}-tn•::.�^}:Y:...y:.,.-. 3... .. �'^?', f{\ti�.i:"`••::;,;:v Z.Q` IQ .•n..a„{+{:.�.,•..,;:•}.,,...: .yr.., •'r'xS';•-';;�i'F•SS:ttit'o.+'::E:,''S+{;;:{i .2>{2. +•rr.W4{>.2S..t. • ....... ... .. ...•,•.v:::. ...vv}A}•n.n•r•v+•{:v:•:.}};}: :;r}.v•,y•Y:; f'n,'•:L;:?.;........... .}:.;r,+,v}.x:;,,.•{i}t ::4'-'. v ••Y}-.L{•L\•'r'%.f3?#}K:#•r{::r::rtrr':••ik�. n?�:�Oh <}}. }�-+ r.} x.a..;.�.:•:i:2,to..,:r....C4?.}xa,.ft,f, ,r)•{ . ..};{r.r,rv.i•fi ,�;4}•. ..t :4n, :-.r•nr:;;;y::f,:i•,.:x b tf:+;Yy+Oy` }r:�<x i:a•.:{.: :syCt: 't::L;;).}£,may.+r?:t;:.. ..?.... .r.*'a,.rr,{. ;, ,•.c.:rna, ...,a)� .ty,:. it•;:<:}:�{{::tv'•:v:. ,[• x•?,r :,.c.. +},?f'�r{£\-:..;r3.y:.:3•r;4•;2?r:3(::i:x`i ..fR"�. ...:� •.;:-}.., :!Cr.Yr' ..\•r+:n••.h..n :n•h�•:n.n.t. ..�,.nt:.:y:�C, .S:.Y;of` rf, {{{. .{,... .ri.i�n:;�•: 'F.: :r.3:•x.;}:� +rtr}`i3 ...acn)o• £$�::„ .x., ny34i'.!`oF<:x:E`...t•..:...r. }n .r.n.n.i{•.:•.., .}r ..{:,...;r,.'••}S•r.?•..... }'R• 3 ,:.Yx. ..\).:+ \, .}...¢{:?,a.w•.... .,.tcu,. :'•�:}' +'•}'o':,, {!#b;,, ti.�i{ .., ..4. r.r r•r}::r:•::q{.,:!+ ::aF:.i•., 3t,f .3 a °f.'?2to3, .}A•:•:;•^ f .) t+•??Kf'3:• :,•.c:t•.,•. {.{{.,. .sJ?'2 ...2.N:}aSZ',`.4dC!L'4nK.:::,�s.3:?: Fa sr Lc:ff•!(5.... ^,.irv`4:xL 3 ��'`� `ff$<:;?! f 3{ tt,:}�tz' !r>tF ft... .rc€.r ,::z•;};-:a:.:4:L:... S Y ;JJ�•i'� � ,n' �� Sf>5 {4f:. .3,.?f:••9{f o.�� R 4N'f' i f•�.. {.:a L t M � h v -- �q�' a ��.y� .7W h ^K" r y a ^i Ei a1 Y e \4 2 rr; r.t fF' YY 42. ;r:L3: '3ii:S }S.• rxt � �Pi+`'•�Yrr '•.f•.f•inv', W:•r\{y:+^j ''S'or;•':'{;{$ .rir. }2• .r< ra '.r,.,,,,ry., ...,�..,, •.taY: 'L ••,^;y4 ..� �tOlYG�.an.. •:rnry{}i,:i•?riFiv}.:.'+f; :{4. :4,'{•xy:L. ?fs 4• :t!t•:•..„ ,•?`R:�?.,, •x>.<.}}?4:;;4t-+.^: .�:c•.,:":• ^;-yt{«x bt Ca:f< • ,,,?•,•s}::r.rQ 4•...L n.r.: ::.. .. � }{',•.rn :f•. .., ..: ..{\l ..meµ.`: •Y: 5L•}}.:.:;:.y::. r:'{i' f;22:<r'a:'F':`iY r.$ .;.y:.::•: ,,2 .;fr:{r.:rir. {}:.v-.{;:v.•.nv} !, .. .:,, +$...i\ hr:,.. ..5•},: ,}•f,>„'::£r >.:+{y.£#L: •'3y{S>i•:F•!r`:2:,s4.v. }rY a•#S�r:, "2`GKT;:^::^r`;;•{.�.,.:Y:.v}:2?s:;:;;Y;;;:..f.,s.?;;5:'.$:y;?•/,:,•$;?ivi' n.a,..:...Sr.. rrf:i ::•rr^}'E'Yn ;•.f<y.+G.. -•x .,,xrr:.<r: '•^?,• ++X.: ff +Y.y+�d,.• ,,:+: }xr;{:,: 'u:.v•t:Khr•Y Sw.tt{f::.S y;•.+: r... A}•: ..W,{.. :f7#'�a+4':�r. a :W.,rr!yY• ...E.,?::ria'rr} {'.�;;: � �..:5,,,:r aY .3?•.:JLW�a��c ':•2�•�:E: ;;.., .+7.. .;,,2, ,...t t. v,. :+fF { V3.\+i .W.,,• ?�,,v,:6,.nf,... .thr �. f..f.;} r „ ,.t... .. •,5:.:..,r.+Cr:J.-•:SR^ r./t , .;y% L. +`3'LFri #Y;#f•.. ...4vf:. ...'3}a,...!, .L};J,:••f. a`r£:.t,,•..:f•:4.-.,w•,.?v yK:r:¢.2:r•;\f.:. .!, Y'•r•.,•},L?,3•-ya• ,R•+g:•x ca•G,• •7n:.L33Y2., .r4.., ,. .;y,Y:3..::3 t• :.f�;»•r:}}•,:r •.,n -x:... ',. yKu-4{, ,.j,4.y. ,•E:•:;+ ,:#•. .vx„..,f,L. : ,x :.. YC•:::.G•::nf�Y-lr,. .;•c3i:}'}•:^'Y+.r,. ...L.: y {{ nt ..n. +::y: .,?� }2 +'''K>'Y#+�'f�#:ti?{r}•.ri:�{f.^3i: R:v.;F.L4�+,';n+i:�;a kyryJ}x.tii��:•Yn+:�%}•\):;��ti�f}:i?•4}:"v:,+\.a.x•MT.,-;:•xi•v•::::ri {2^tir{`.vY ri:ti:?,.•.x:i Y..;..�!Jviv r�{.'rnx;.}2i3 ;:f '• r '?i:v<:',��,�.v,:{}:{L�;;?{Yj"f•:•}A?:n ry vE+;•�.^2`•::A y :,•r i%•u,.f�•?b�sr:.+� i '•"•2: r:.W.:.t4.:c•.....Yl....,....,.,�,... qq ypy,p!�,f :..,� h3ht`h#teawcaxai:,aY{.: �•�l/I�� •rsw;;{:5{:;.x;r••• q'„ti 5•:r:{:Ys:,}:..•rnrJ:a�<?Lo?< :?<�tF::;:y'rLK•r;•f�i?{i{{S'fi•?in<:G:%i:;:'•,+,' "L•}.•r}•:•5{{.:;r}. ,`'f}'Y"'C:'fY.\•';a:•'•..,}+:.;;?ri r•};•::;;{?5- `at?:+Y';•isf'�;{+.i{{{•.2?••tx?•2v.+:J}:YraS::$';.k:,i,:;�. •+}�•'•' :�.<•.}.,�.t;?Ja;;ii.,;.£rt r..::•r::•.r:v:r.:•n r. x:v vn♦ ,,ry of:% •:i� vv}.v •{:;•::w•.:. \..£..£;iaY.•"ii}i;?•:r3 Y'r`•Yri.4N. ,.;+,rt!., n'f r:t•:n4`+'., M. ..,.#r•?�,4{v�r%v{:mini.,.•.;}{.\n...YT'^}Cry:.1'''.�.• +ri,+YQ•4?}: ,rh$ r.,.N.:�v1•r:�v:i:y:• ":9:f{3. r.) •:::}4+ayr.•k. .:irt+':}..). , $: .::}4••22y ,ia. :fiY:••:�,, •..Y, rr.t•••n•!::nK,..+•..,.Y:•.:.J.;^+.., ,4.:.,Lx :h•. :+rYYS`}fF':'•;i�:F^;?.:F:nv�;yYr .. $Y .:.4/.�.. ,!;••:.,-:.`,..,fr{. .r.}.r.r.. .. ..i?,n ?.f•.t a.c.i\.r rfi/..ffS3.. a£•r YF.7 r.\•ti•n;{}:}}.r.Y.$�:..,;'�� :��. `?tt:ans{: :.:#Y.• ..yit.a r.t� }.}-:,,}, •�' `r::+ S•.r::vKF „rn•f<,•:x::r:•Y3:,-,..:r:.r::,••: x. n, u• ...r ..r.5•Y}+: •.v:.,.:. , :, Y,rf:{;rr,. \?, r..f. ..;:..r: ♦rn.. r4.... \. .{, ,:••xwx.K;;:? ,,.$::::iy" ^F;E.�:+:rv#:2Kr,•::':iti:'ry�E-\fin•.,.�a'•{{L¢•,\�'.?2.�:::-j�;iaaG'#;:t?2 . ;/,},• '•{r.ih'y�?%>.;`:-:.• ro3 :•{ :.G } ,,?2r?}•.'•�• -Wn• '•'.}}::4#'?r.}r`.�-`.-'Es•:iai{.::•.y•\sY.uY.f>Y .tx... v....�:{;:.:•£+:;L::tY:i£r:, .. ti •a?�.�i. :•..'}.. .. .., i:53 f':i',��,,`` .3•:�• ' �+�ai .S.#..:.� .:ii •.vv name:.,.:::.... ..... ... ..,::...;� ..:::;•Y{r••:t4,+r:;:ia}K4•N:£<:?{•;�;:?{? •,:.:?}}2Y;F?t<;<:u'^nx.�k�� y:�^:}:;i{{.-;.,;�' ........... ............ a•.w:::::r::•:-:.:4•'a:}-.}::nr}:•:'v:v,• y.a;•r,•: ,:•'f.•Y:+k'•4tf..•.}•.}}!ii}+:w4.;{{;��:::•r:f:::.�.rtr:l.}; Vrv::}, x t :fi.' .a.....: .n•Tr.. ::}. ..x. .\.v+H'.- 4•r:::• y:,W,,,;fy+•}.; ,�:;•.{•..r:+'^^}• p��S -•:S,r.,4}3:4QP +>r/.v•.v v,v.v ..a. >r.rRna+.,•:?••:.. ,^.'J:•:?L:Yx .Y.•.v..vu 1 {r}a}:...?n4r..{vn4.•...<v.•W:!:isi`.t5+3:+Yy`•::a+<.'l�'v+•:y:�:•w..".:•v}:f•'•}:•: •...:•::.,•:.:...::::::.F'.}:,:.:•,i.r.•+•:yi:ai•........,....:xk:fir}x'r ..... .;y+}...,na,}•r a•.;f. r.':.,. .•r, ..rr....r. ,.. ,...,., rr. r.....,.L ..,:.. :.... {:.:rr•.;}y;.;..::•.v:•::!•r.•.,••r ,. •.r;:^';;rt,, :.;. \•.•.,:•::r}.:•• x•:,y+'??tfu,£;: ,5..:, ...a!r..,.,.,..r .},.y.... ..{.. .,;r.:•. :. n.,t..:r: r \. r:•a?:••••K•. r.+•.{.::.}•,n;;}:�:?Sr?:•r,�;•.;••3•+,rir:};{ri:•.a.. .{F:s,}y.,.h:Y.}y+. "3•`•:r..b.r:%•••..n r3. .r::?tL:!.•r, n•% :}:f•Y}+:t;.,;.,+y•. ...5 }:}r:::4,y{. ... ::r W:.4•{';.,n...q.5:C3.'}:t..,. •:.t.;.,>ra•::.:... .r;.,:.{.,:{.;• n.,;,C•}''t, ,•:�J•.; :.,:, •:••},..,•,r A,<::4' 'if{:.;rn}4:•. ' ,.>.+$rv::....#+4•:/,r:'{'GY ,..T,.r•:;?•..,::r,,.r...;}.{•.;;:x:,f ,3r::f3.'kv'•?S:n,n S:::;•. �+%c.t•}YL•433:•i:••l•.L:f{x;?.:::.... .r,:n.} i.: K�:,...:. ... ...{n:.. } y.;:.s,:•{:. n '•:`�fa:.`' 2ZR,{S�r ...<y,.,,,y.; .r.�n.,?,.^:?+.'•`•+•}ttyrt•.•:.•r..x.:y::rY•:::.•::..,t.,.:n,..to..,? :{s. \4! Y h av k fl{ 5 Y +^ h f {C Y' Y E,\ f e3 S v 'Ya..Y..v 4fi.. •rf. .{ \• 2L•.w+ QQ }:?ti{r#r''?•:ry:?.y, :vT' N.. :2:2}C Yi:+:. .,?:>yi4:?:;3:.... +f;f.. n.t?•:}'a .fi ; iyF:• ..Ya, .J:?,+. .;�:•;?':<#., Yee!••.. ..,f. •K•• .!t..^nr,{+,;+.ter., ..r•.: n .r.,.::. ,}., f;.;..} ,+r:Y:::.ia�,..ny:::.�-•:.:..tin .;.S::;r.••{^ #. ::}.: .Y:t� :.y};.,}{nr:i;: S.. . r ...,.:... c. r .'+•.`.: :?yr?•}+r:?hrr:,}3•.}.,•:•}.:::. , �,r ;.}::',••2{4{•`••.,,:.,,{.,y.n..::: �1A11'L��.:.::: ..{.;r..... .r. :•:r.:. ...r..•.tv•::. ..r. :. •+. .,•... ::}.•:}:.,::...:,ti;:;:::.;;•:,+:;}:i:•,. :Y .,. r.:kf"4 Y #2SoY}`.#c::% .:/':.{}.:;;nr::.3.. ..,, .: � ... .. .. :..... '} ?��'• ,.}?'L•: )•a4`2{,',},'•"r••...'•Fic;..v>,..:: ., 11 :.:ar•::}...o.::..r...r..far:.,, .. ..... -v .,n;:•fi+:•};,v:F.,{. `••Y::++? :'n'�:<:$•:y:f`/.•.f.,{•4:X.,'{f?:#F:}.�r...v.'.5.;.:. t..}Y:t }v{•.;}4y.ti.4;:!''t{:v£:-•:,v^,{•,^:\•:5•{ia:+^.}f;fr`�:k-.v{ry•::•rnY;.r.{r.:.:{S•.v.•.i••., ..?:CL:;..r:.i+n \:�'•:xv:+�v\}'+'.{.Qk$•if"tb: {:.??Y2:FF:2:{..:SS3?{: ;2;{.';:,-y,Yf t.....:Y:}}. .?.> .h. :-}Yr.�:•r:•:•rry .;$}.. +.,J ...n,...?v,.;r.;3?. d}•e:' `:33''ti :3Yf.•..r. }Y.}?;y,{.•iY4:::{'vfY:}i; ••\.:}•K•F ' ...a..r..:v'.,a}..,} n r:J\ T -rS.Y.v..Y:<:v::v.: ti.,•t}YY.%Lfi Y.x '.� ..3.;+:; ^..+{:;:•:: ..i:+::• ..••Kt+„•: .3o:7E:. .3R. %{4•:• ...�..,: .{y,. n.,r.•.�Yy}r,+:t+:�•{,::aY t;:+r.. ; rF:,.:{yrtrrrf. :.r�..a 3:„#::,:;:##::%#?;{ .f'L?2�£Y�, .a.,v.}}'•rbn+:••,�.:::.Y:a .,.�yi- .,ca:.�.n `-r`•.gg..:t2aC;ilr'+. .5`,r r...,r:r+x.xnv,at••:••::{.,..:.•..n....x .;..tr.n. +S?.r•3:"' >•:4::,•:LY3.}%; •.,'v. ,••..,.,..:...S,SS{\:•.}r.:.n., -::,},i.;4„t:vn., +•\••r •::•... .....r...n-r:....•.,.. ..r...\a.. r.,...iv•r:+:f:+tr:• .•.{} \^.x•:.::. r. ,r.^{n,n+• •. rn n t:}•:iF}:a 2sLa:,{ ,>:•).r%:{+ : .,z..r:....f-:., v ..�.f::,::.. }::+,•. r! +.:'2+�..•�~;..t}�-.,,ti:.f:Yt;ns..}};y?3{•;,: :.�:. :,K2t:.n....:,.4F.YSx;;`%;'?S:<S:}%r+:••:.nv.:-•:..s. f• \. t`. ,v..:.. +.L✓:a;+•r Y.,.,,,fi:r:y}:ry,;{,•�.f..K. ..s. r.{ •, c+,c•Y:r}:t:.: .Lr:;rtoxf:•r,:`'?C°}. :i;.::t;•:}•:.•k,::�::A';•:.ts},t,•a:,^F:}:wy.4}:;x}}•:n{tir}*�;f}s;;:hY.}..•r S2.'?.4.a},...: :,;.:,•.}..>4;<•},';r{,N`.r:t:;U.ri::r•,!...,.{{%%rr.'• �rys;3ry?n:�' ?:Ft,�i::};�;<:+i2!.3Y.�.'t?.;:•:{:i?a.:vri. OLL� ••:: •:.r Fai>IIre to secure a coverage as required under Section 35A of MGL 152 can lead to the imposition of erladnal p enaltia of a 8ne up to S1,S00.00 amdlor one years'imprisonment as wen as civil penalties in the form Su of a STOP WORK ORDER and a e of$100.00 a day against me: I understand that a copy a this statement be fo the OiHce of Investigations of the DIA for coverage verification I do hereby certify p and penalties of perjury thai the information provided above is tray an. corn d Date � - Signatu e Print name A)/ 4o'I'SPhone# o e only do not write in this area to be completed by city or town official petndt/liceme# ❑BQffding Department city or town: ❑Licensing Board ❑Selectmen's Office ` ❑chec k ifimmediate response is required OHealth Department contact person: phone#; ❑Other onited 9195 FIA) Affidavit of Substantial Financial Interest of oath depose and state as fol ows: 1. 1 am an applicant for a building permit for the proerty located at Map 1 O , Parcel t-•p The address of the property is 1-14 ( 1 e C-�Uu\ 1>,C%Q - 2. 1 have �b % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Flame Address ,rneS M,,. ��'e �s 14F1 skov\eane e, �Yt 1 I 1 L1103--> 1?resen� v oa(,z \ O r\s kyw, �.�eror, 1,26t 4. Within the last twelve months, from today's date, which Is , 1 have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address I 5. Within this calendar year, I have submitted 4 building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted © building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted © building permit applications for property in which I have a 1% legal or equitable interest. B. Within this month, I have received O building permits for property in which I ave a 1% legal or equitable interest. .19 Signed under the pains and penalties of perju this 16 day of , 2003 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT I Application to ®'Ib Aing # A9igbbiap Regional Ai0torcc Ali dVCbM Ue In the Town of Barnstable 1103 JPl-H 26 Pik 3. 26 CERTIFICATE OF APPROPRIATENESS pplicabon is hereby made,with four complete sets,for the issuance of a Certificate of Appropriateness under Section of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described.below and on plans, ravings,,or photographs accompanying this application for. :HECK;:CATEGORIES THAT APPLY: Exterior building construction: ZNew ❑ Addition ❑ Alteration ❑ Commercial ❑ Other indicate type of building: House ❑ Garage N Exteribr Painting: S" :. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign o -v 1. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑Other w v w DATE t'YPE OR PRINT LEGIBLY: 3 ' f 4,f— ASSESSOR'S MAP O. ADDRESS OF PROPOSED WORK OWNED �5 ASSESSOR'S LOT NO. ODI HOME ADDRESS TaL t 1 TELEPHONE NO. (o,2 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street orway. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR TELEPHONE NO. ADDRESS DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Signed — 4.4 1,7 Ow ntractor-Agent For Committee Use Only This Certificate is hereby Dat i t pro enied ` Co ittee Members' Signatures: �� �J Town of Barnstable ` Old King's Highway Historic District Committee SPEC SHEET FOUNDATION CCU C�(Qe �c sY�c\ W. N\kv- C-eAa� Y1CAVc�"\ SIDING TYPE Cyn Ck"( C COLOR CHIMNEY TYPE Y Ic� COLOR c A.2 ROOF MATERIAL COLOR A.3 PITCH WINDOWS f'tnC Rl &O`n 'COLOR �,}��\'C SIZE 0(' TRIM COLOR DOORS COLORS �14'7 -5 Qe A- SHUTTERS ,J y r 'e- COLORS S yV r qq- 2 e-A k. GUTTERS P&&V\ COLORS UYIn 1.� .DECKS.` 2Qav' ' MATERIALS GARAGE DOORS � 40 of COLORS SKYLIGHTS SIZE COLORS SIGNS COLORS FENCE COLOR i NOTES: Fill out completely, including measurements and materials/colors to be used. Your copies of this { form are required for submittal of an application, along with Four copies of the plot plan; landscape plan and elevation plans, when applicable. SPECSHT Revised 11198 _ i J. ALEXANDER WATT Attorney at Law P.O.Box 881 Telephone(508)362-1900 3267 Main Street Fax(508)362-7912 Barnstable,MA 02630 Email: law.jaw@verizon.net December 4, 2003 Building Commissioner Town of Barnstable Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: James and Mary Stergis Map 110 Parcel 001 Extension 105 141 Percival Drive Dear Sir: The above-referenced lot comprises 35,143 square feet, is located within the RF zoning district which currently requires 43,560 square feet and is identified as Lot 34 in a deed attached hereto as Exhibit A. Lot 34 was created by a subdivision plan recorded on December 9, 1985 at Book 413, Page 99. Accordingly, the lot was conforming when created. See Plan 413, Page 99 at Exhibit B; Special Permit at Exhibit C. Thereafter, Lot 34 was conveyed to Joseph J. Tozza, et al. by deed recorded on September 26, 1986, and then through mesne conveyances to the Stergises. Because Lot 34 was conveyed within eight (8) years of its creation by the subdivision plan, and the subdivision covenant was released (Exhibit D), it is grandfathered under Zoning Bylaw §4-4.2(4). Alternately, I certify that since September 15, 1986, Lot 34 has been held in continuous separate ownership from Lot 33 and Lot 35. Attached hereto as Exhibit E is Town of Barnstable property map showing Lots 33, 34 and 35. Attached hereto as Exhibit F are Town of Barnstable property information sheets showing histories of conveyances which I have checked for accuracy. Building Commissioner Town of Barnstable December 4, 2003 Page 2 Accordingly, Lot 34 is grandfathered pursuant to Zoning Bylaw §4-4.2(1) as well. Thank you for your attention to this matter. Please call if you have any questions. Sincerely, J. Alexander Watt JAW/kjh enc. Dec 03 03 03: 36p James & Mary Stergis (508) 362-6595 p. 2 QUITCLAIM DEED Christine I. Cueroni of 131 Fay Road,Framingham,MA 01702 in consideration of One Hundred and.Ninety-One Thousand(191,000.00)Dollars to me paid grant to James K=Saergis=and=Ivlazy�� S:feLgis husband and wife, as Tenants by the Entirety, of 47 Oakmont Road,-Barnstable{Cummaquid)MA, 02,637 with quitclaim covenants The land in Barnstable(West), Barnstable County,Massachusetts,bounded and described as follows: - NORTHEASTERLY by Percival Drive, as shown on a plan hereinafter mcntioned,Fifty-Nine and 90/100(59:89) feet; SOUTHEASTERLY by Lot 33,as shown on said plan,Two Hundred Ninety-One and 44/1:00:291.44)-feet; SOUTHWESTERLY by Open Space as shown on said plan;One Hundred Forty-One and 72/100(141.72) feet; - NORTHWESTERLY by Lot 35 as shown on said plan,Two Hundred Forty-One and 72/100(241'.72)feet; NORTHEASTERLY by Open space s shown on said plan Seventy-Three and ; 391100 feet(73.39) and NORTHWESTERLY by said Open Space as shown on said plan, Seventy and 00/-1:00-(70:00)1eet. Containing 35,143 square feet and-shown as.Uo. -on a plan entitled"Weekes Crossing Open Space Development Plan,Subdivision Plan of'Land in Barnstable, Mass for Nabil Boghos, Scale 1"= 100' December 9. 1985,Doyle Engineering Associates,Inc. 47 Morin Ave.,Falmouth,Mass."which said plan is recorded in Barnstabl&Pia Book 4_1_3_'`�' � _ Pa ea99 Said lot is conveyed subject to and with the-benefit of Weekes Crossing Declaration of Covenants, Restrictions and Easements"dated February 24, 1986 and recorded in Book 4990,Page 131. The property address is 141 Percival:Drive, West Barnstable,MA Dee 03 03 03t36p James & Mary Stergis (50a) 362-6555 p. 3 For title see deed recorded in Book 14595,Page 39 and Death Certificate of Francis A. Cueroni recorded'herewith. Witness my hand and seal this Ath day of January,2003. Yr'L- Christine I. Cueroni COMMONWEALTH OF MASSACHUSETTS Bamstable, ss January 14, 2003 Then personally appeared the above named Christine I. Cueroni and acknowledged the forgoing instrument to be her free-=and-deed;=.befbTe.�e. Notary Public - NIy Commission Expires: ---- eooK vua ��--- /cBR sii✓ T,wvs Trir wLwN N.ro wPiRe rw[ !/NOIR as as r.eio.v Nall 23,F-0 -- rC � �� _..` - IIIN PRB.o.�R/O /i✓ oeN/ORNrrY CONIRe[ Lwl✓ AS .QMQL. JL> , / ^//GN s'n¢/Bs ,w •� R '` yirN r.YI Rusin --Io AfiurRrioNl Y�rr �' >aR S.__ •,s.. . EET ` C�MO i� N OR NwJ04 — t Iw19NSX141"I A[-M --6 I0.0,fR \.� - �.1[.•�/�1L•_ .aa.a 2 0`• ',�� ��.[ ':">.,T. 4 /siR riw r rwr rNr.- Je.wN wo.a.v.+cr �c�"v'�''/_ IA wcoLJAwc r w...o swr slvi o.~ Y v � .,h oowvrs aroTrN eN rJYI iiRN jr-� raT h `' ON rJ✓I <4AeLJN� o a'•�rr. _ JSN RIm/sTi Io LwNo 3-L- 86 Lba.vrr rrr✓,rs.ava..s i� ..•O JCS/J � y•���oa�0 ✓,Or"'l /,s'.•.OaJ l�r ! (d a'd'Jay� •fa -ra s rr N'�� s O,rvlw O..- Ot O. /, c4am-0I 1. ll,.O> / .i /R R /iIY QL' .CIy1N Or IRRNII,./I�i w q' r,vY i 0lVOrl` •�• .r•�t b•,y1 fr T• /. /s ' M a 'N':fa �V ?•oY w�I4.cr. awl Tw NOI/C/O/.IYI�OYAM. -w ` ``, '+y., I+r i�^• w ?`•,K' ✓ d/ � M /M�f t +> O' -'"G1v0 y NM.t �G1/M1f N Aa.wI A C'N i0.I.w.e AI/IC.O�O L �d•o�H i!!r i [os•T( I ,,."b>,�>w.y -v.� .rr►wr aa`—ll.wl.w..w. Ar a .O-Wft H.v,.vxa a JI' l4 IY7/ ► l�� / a•Jnn ' 1, asa./ .w• ..,a^4 �.....^ )rJ.I JrBe.J✓io..vA-ar rar-01 aww .!r [giIY1 ,� 1¢ Ja •�/JV/ {d ; ..,oN'p"" Q �_�'.Q�� "' 4-v !•{.. ;Y��.. 1... i i a,.wa rI A/l'•�w-r.-.ao Jvcafa N/Y.w>ns-i * 1 !r',~ , .� � > .K//I/ / �. b. �j k�t` J��® 2 -V� � e-•'�� � Owrl, 0 8 � � �2 >..,r'va•re'c.w•.r� f -r �IG/irL.�� y,,- ' Jroa.vwe erJataav `l t 1 (p� ;a 8 O ♦ �/rl �1 Y• '/K«7/ •s a a.w+.�If1Y ry7vlJI " a uiv r0'•c Q W�'� p `.. •�� � JllG7f �:`�r ® , ., �F u ° ap i 1 v a' J+CIIi/ sv✓JY CtIAR Z Hsnrnz'c l�, • .6 .'••!.'t J'!•�' M / f ! < y 4.. ! dp rf /, ,aefC/si1 JlMNLi?L a.J o � �/ \:.J f J�iisf ��,+! E� 8 ^nr "' � � f �'� / �_ ti� /JvsB,w.r✓ cNR,er JINlJNs ri Y JlJAf/ �':oo �.y'yi>. >f / �� 'i O J>'-A� 3 s / ,�/ [,•' y'a 1 wRL..sr roris n►wcr!!«K/ _IOGLtON/•7RJff.r � ,° b 1 wwli er snYwa r r(rFii.�.t7>f//w `.\� ••r!b> 'a( w.vw eI✓�TY.wL+ /As"f-taw � Hwr.nri•r C *.i O © ,/gflAf o ..'s OPEN f .«e!w w w.wrvoa wj . . .. -pro �' t �. ♦' �' J�/GG/�,f / i �a !i f a � ` JPwO L � t� � wetlw n/PYN—t/s.«j .Iif,37!/•as Nye / �� / 8 +/,7Nf � � )! �/ .of 1•{ � 8 ..allwi ei costs�-w�: . ..:!NAM► wcNs ois✓e iLL..� a�' � Jam°° 2 •'r°° `/��v v//0 ` a`'/.Y y � %g**W 1 f/ 1 t�`.:d r/i•/ © 8 �t a.. ZONfo. Rn Nla cvv,•L 1 2`;�w�` °�. If / L s N�•a`°8 ,'U�+f! a ' ( ,d. •>yCA/Y/ io A,d .nva clw . . .v... . . .JJo ~\ t, o° 0. .... ® {� JZJKf / wv/ 1 �.� ,pdii i G >•" NN.IRK NwJG SRO it`�� p © v.�.>�lA/�4 `�+a� 8 C ••?rp t`B s i 1>iiv.a �H •.,.w�. 8 4 , ��.lar.xi ev�Y w•or! �� 8 ,x 770/ �� ` i, •. ♦ ,!+°O ..� z ® i •,cvww>rra c s.v Aar`1 a wro•aa•.r axt o>aver,y,c!wrJ�.wo .Hiiowctt tel Hwwerr 1 �� .. ed> « � / .` * ©a �1 } �1, •�C/ll/ ° .....e G. - -_ 8 �/' vL• J4009I� ., w' - .:tn,.•..,• �7 8•c_ ,J.fi411/ CJ � � � 4 © >.>bLI�/I `t 'a''„'u'i �o� PPEn/ t •, e_ .e^'va a „ s r 1 S 8.kAasi 2 `tee • 8( y pp" � sPJ9CE •tea►. `, a ''e..,,,,,'►r !. 'a .m. .. � � ,� � 4 .a!•c ' ✓'�f ' INlsl/! ;. : ® !, + .,1 f �•.. ,.. 4 ` 1`. •r -f,yc/p/ p - �..`aQ Pro It. Jh./IG! y © q,.`` a 1 ,., ..+,..,r',s ti �.> •.. G - ----- - d e.t �' y t m f / o�<.,• .. > • r e ./' •. ® 8 a a 1.• V � SD .. � -.�.w .•' Jt4l/I/ ... ^ „ "z. .tee. j �;I't ' � Z L 4 f C 1>. ^, t � \t�� •� ® `'. � � ♦ti � a�IOJr��oN PLRN ow �.�No NL.•ao•w-! '�0 pp�p o�`. � � �t, � e 4 � °�s� 'Z � 1.T a.© �'�...naw,il t � © �1 "' ? .N ( Y 2 rw.ray..) Z i \, .,Y R ✓rm/�� § s ts�oss/ -�S>•�iI .aconf +1 �b+�7/cy H,gRiV3Ti9BLE,/`1J IN wuYNO..J>Y � 8 r �YS4! 'n fe.f O9 p — — --. NAB/L 906/IOS V N k• oo' Se' a✓ >u w. � ./urNORJT Y_y/ "'••'�'.'•' .lw SSw GNr/SCTTS "'•'� •'O i.OY -- --- —.�i.� � JCw LC/-•A?D' LaeG•aSN�.R 1,J/If _ -'-- .'- --— >•,•,Q:•:""' - - ..I f twR� / .wri..w aoT.a sw,rwr nr>,:i.w ncv Lsh e.or TRw!/{fRJ],rILNJ .�>1N[K/rY JFR[w..! CO.(•HTwroN I I PN[/ N. � (wJ/I/ >Mr o��rfR.OlM AL L wJroJ BLNJORIALJ LVYlsOINlNI J1�np'-itl.M11 _ SGW/orb Ir•J/Y OI nvI rG,.M Ote,..pr- -' I I ' JTML!JM•IIL[ v I.MJT'wK J(.IO•rioln LaOYte INi/NIIR/NG AJJOCJwTBJ, / 1. ' _Or Aq.f.�/ RYLNi/! IG/a lfgf/TM NwS.Z - Y13- t All ' 192,F'7 .8004990pl' Ik' Fu f Barnstable Planning Board ' t Special Permit Decision At an advertised public hearing held before the K Barnstable Planning Board on January 8, 1988, which ^t S f deliberations were continued to January 13 and to January { 27, 1986, the Board heard the Application of Nabil Boghos (Bodfish Marketing, Inc. ) for a Special Permit for an Open k i Space Residential Development pursuant to toning"B'y=Lay Article T for a 68.35 acre tract of land situated oft of High Street, West Barnstable. The parcel is shown an Lot 1 on Assessors Map 110, and title to the parcel is In Frank B. Faye, III, Trustee under Declaration of Trust doted June 20, 1984, recorded in Barnstable Book 4141. Page lei. �= , The hearing on the Special Permit vas held .'� `^. simultaneously with the public hosting on a Definitivo Plena vJ entitled: "Weaken Crossing Open Space Development Plan_ Subdivision Plan of Land in Barnstable. Mao* for Nobll- Boghos Scale 1" = 100' December B, 1985 Doyle Engineering LU Associates, Ina. ", a copy of which plan fad on record at this � Planning Board office After reviewing the Plan and has ring all to*tlmcaay and evidence, the Board concluded that the pegqncel met the { J Jurisdictional requirements of Section T a{s well an thq required standards for Density and Intena ty. Tho B"H ' also determined that the proposed plan showed only two curb outs, that unreasonable traffic conge*tIan would not 0 f t result, that sae .emergency vehicle access was Provld and that the soils and subsoils were *ulted for the Int.. i purposes. Further, the'Board received a favorable report z from the Board of Health, found that water tests proved j favorable, and that all other design requirements of Subsection 5(c) were satisfied. In addition. the Board found that the site design respected the natural features of the property, and that the Declaration of Covenants. r Restrictions and Basements. which were reviewed by Town Counsel, were suitable. , F � r _ DOOK4,OP'GE y 17 I Based on the foregoing, after conoluding that the plan ' satisfied all requirements, and was deemed superior to a grid type plan, the Board voted unanimously to issue a ! Special Permit pursuant to Section T. subJeot to the. • following: 1.) the recording of the Declaration of Covenants, Restrictions and Easements; 2.) the repaving of that portion of High Street :y t abutting the premises; and �+ y 9.) the notation on the Subdivision Plan of the 150 j ;i foot setback from wetlands. :� This decision is dated this loth day of February, 1986. " y Chairman: ,y _)Judy Fz*nch Twenty days have %kfi cosFhipc this decision was filed in the office of the H i Town Clerk and no q= ha2, filed. r/Or4:,� 7Attest:Ij N xj.r ~e �lrit J %A' istant Tow Clerk kEC�RDEU MAR slab T LLLL .t4 ` • , .iJ1 `• t �,i i r > ._ ...__�..,_...-.-._.....cs......__......��..�-J...-- ,_._. -.ter...-T FORM G DOOK5670 flbl 00 4 CERTIFICATE OF PERFORMANCE 5519l �- t (Covenant Approval Release) E f, Barnstable Massachusetts, July 31 In 87 The undersigned, being an authorized agent of the Planning Board of Barnstable, : Massachusetts, hereby certify that the requirements for work on the ground called 4. for by the Covenant dated June 11 19 86 , and recorded in Barnstable District i Deeds, Book 513Q Page 187 , (or registered on Certificate of Title No. Document B have been completed to the satisfaction of the Planning ` `, Board as to the following enumerated lots shown on Plan entitled "-WEST PARRISH ACRIV p Open Space Development Plan'Subdivision_Plan of Land in Barnstable, Mass u w t Owned by Nab Boghos recorded with said Deeds, Plan Book 418 Page_ 55 (or registered in said Land Registry District. L. C. N ) ' and said lots are hereby released from the restrictions as to sale and building ?' specified thereon. Lots designated on said plan.as follows: : The entire subdivision ?tjt�L�� Authorized Agent k SUBDIVISION H David ff.' H. Martin. Chairman Planning Board i . 603 of the Town of Barnstable COMMONWEALTH OF MASSACHUSETTS II Ildhistable, Massachusetts, so August A Then personally appeared- navid A- H_ Mart-in• rhairman an authorized agent of the y Planning Board of the Town of Barnstable, Massachusetts and acknowledged the fore- i going instrument to be the free act and deed gif said Planning Bo d, before me.- ary Public ' After recording return to: My commission expirQB Dp,Cp!lbet 22. 1989 Town of Barnstable Planning Board 4j� Town Office i3x 367 Main Street o"* Hyannis, Mass. 02601 �ooU Ei l RECORDED AUG 587 y. - --. ._.. ..fir,.—• -- ,.,, - .- -- � - - Wednesday, December 3, 2003 TOBWebMapmedresK.asp Page:t - i•ruuvru-rr- Al 121 J;• 4"� 1 i�• ff �� - 71 Lo - i.111 J�° 1.1000101.4: r 1 Zoom`In Zoom Oui 73) http://www.town.barnstable.ma.us/ Webmap/assessorsK/ i Wetln y,9eeember 3,2b03 B—tahle Assasiag S—h Results Page:1 NXE '4PyJ ra9M �Qrreoet'. ill YAR'1SMAW •~ 16YA e� +' >< �/`'/ �—•� �P r'',' tMrlsr9Ylri d�tl-. •��r£ �,t a' ~�� ..{�,r V�(� S•L�+'�-SWa�f���r� �* ,- .1 n, New Search'. thew Seat_i1; 149 PERCIVAL DRIVE _Print Page 'Punt Page / d PALMER,COURTNEY C&MELISSA S v` Map/Parcel/Parcel Extension / 110 /001/014,, Mailing,Address PALMER,COURTNEY C&MELISSA S 149 PERCIVAL DR W BARNSTABLE,MA.02668 2004 Assessed Values: Appraised Value Assessed Value Building value: $ 165,400 $ 165,400 Extra Features: $2,900 $2,900 Outbuildings: $0 $0 Land value: $203,300 $203,300 hueractive Pro)ert• Ma 1: 1 S I Ma re wires Plu Totals:$ 371,600 $371,G00 tack For, 1 have visited the maps before Owner: Sale Date Book/Page:., Sale Price: PALMER,COURTNEY C&MELISSA S 11/17/1997 11066/291 $ 187,000 BOULAY,DAVID P&PATRICIA 12/15/1993 8957/104 --__,__ $40,000�i MANFREDI,JOSEPH L& 9/15/1986 5326/333 $90,000 KELLY,IOHN M TRS 3/15/1986 4990/150 $0 Town Tax $2,456.28 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax W. Barnstable FD Tax$505.38 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $73.69 Hyannis 2.03 West Barnstable 1.36 Total: $ 3,035.35 Due to rounding differences these values may vary hltp://www.town.barnstable.ma.us/tob02/Depts/Adminisl rativeSsmices/Finance/Assessing/Assess03/ t di8p1ayparce103.asp)mapper=110001014&SearchBy=Parcel Wednedday,December 3,2003 Barnstable Assessing Search Results Page:1 IKE ea�ie tL1R\S YARLF:, �. //%� '// )�` • _ �� ,,;yyr,fY i. r$P` t 19. ^yb' tJt�/' V (✓ /.iA t' yr iMwi�wr� `w !t to A NewStiarch' New Search'j141 PERCIVAL DRIVE Print Page` }Punt I'age�i / CUERONI,FRANCIS A&CHRISTINE I v' Map/Parcel/Parcel Extension Nc I10 /001/015 av Mailing Address th CUERONI,FRANCIS A&CHRISTINE I %dSTERGIS,LAMES&MARY 47OAKMONTRD YARMOUTHPORT,MA.02675 2004 Assessed Values: Appraised Value Assessed Value Building Value: $0 $0 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $ 163,000 $ 163,000 Interaclive Property Map: Map requites Plug by Totals:$ 163,000 $ 163,000 I have visited the maps before ldC ':For F U: sl U1 M Al i( Ph. am Owner: Sale Date Book/Page: Sale Price: }TOZZA,JOSEPH 1&. _ 9/15/1986' 5325/320— `- $90,000; ''KELLY,JOHN M TRS--" 3/15/1986 4990/150 $0 CUERONI,FRANCIS A&CHRISTINE I 12/18/2001 14595/039 $ 115,667 Town Tax $ 1,077.43 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax W. Barnstable FD Tax$221.68 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $32.32 Hyannis 2.03 West Barnstable 1.36 Total: $ 1,331.43 Due to rounding differences these values may vary I hilp://www.lown.barnstable.ma.us/tobO2/Depts/Adminlsl rativeServices/Finance/Assessing/AssessO3/ displaypa rcel03.a sp 7 mappa r.l 10001015&Sea rchBY=Name Wed, �aeember 3,1003 0—sable Assessing Scareh Results Page:1 eQ�1.f,�edG�. irL JARNSMAl 1. 1337. N�, - t `i f�y�' ` •r�s4�-9i�,.+r�.i�irw 1Yew Search New Search- 129 PERCIVAL DRIVE Print Pages 'Riot Page CASALI,ERNEST J&DEANNA E Map/Parcel/Parcel Extension 110 /001/016 Mailing Address CASALI,ERNEST J&DEANNA E 129 PERCIVAL DR W BARNSTABLE,MA.02668 2004 Assessed Values: Appraised Value Assessed Value Building Value: $210,000 $210,000 Extra Features: $2,900 $2,900 Outbuildings: $0 $0 Land Value: $203,800 $203,800 Interactive Property blip: Ma re wires Plue in: Totals:$ 416,700 $416,700 1 have visited the maps before ri)■yc/�k/J:')For Owner: Sale Date Book/Page: Sale Price: CASALI,ERNEST J&DEANNA E — 2/5/1999 12046/153 $253,750 HORSEFOOT HOLDINGS CC INC 5/15/1994 9207/267 $480,000 'DUNNING,MICHAEL A TR 5/15/1994 9207/265 $1 DUNNING,MICHAEL A TR 3/15/1994 9079/153 $1 KELLY,JOHN M TRS 3/15/1986 4990/150. $0 Town Tax $2,754.39 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax W. Barnstable FD Tax$566.71 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $82.63 Hyannis 2.03 i iWest Barnstable 1.36 Total: $ 3,403.73 Due to rounding differences these values may vary htlp://www.town.barnstable.ma.us/tobO2/Depis/Administ rativeSomicesiFinance/Asses.ing/AssessO3/ displayparcel03.asP?mappar=110001016&SearchBy=Parcel TOP CHORD 2x8 SO \µ2 :T2 2x4 .SPF Stud: DIMENSIONS IN PARENTHESIS ARE FOR OPTIONAL 12.9.0 SPAN. BOT CHORD.2x4 SP ,d � ... �- WEBS 2x4'SPF tud :W4 20 SPF Stud: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -"LOAO.ING ON'THIS TRUSS'TO BE VERIFIED BY THE PROJECT ENGINEER "- ('•) SPECIAL PLATE POSITIONING REQUIRED. EDGE IS LOCATED AS SHOWN BY CIRCLE. r SPECIAL TOADS•.,. NOTE: THE PROJECT ENGINEER SHALL DESIGN THE SUPPORTS (WALL AND/OR BEAMS) TC 316 'L$;Eonc. Load. at .12....W (LOAD FROM PEAK FRAMING). AND BUILDING SYSTEM TO ACCOMODATE HORIZONTAL REACTIONS ("Rh/Uh") WHERE SHOWN. ATTIC LOX'D:ii 0LIED IN ADDITION TO STANDARD LOADING)..: (R) HORIZONTAL RESTRAINT IS REQUIRED AT TOP OF THE VERTICAL APPLIED TO TOP.CHORD/86TT06 "CHORD: 5 PSF (DL) FROM 5.94' TO 13.5' WEB FOR HORIZONTAL REACTION ("Rh/Uh") SHOWN. 110 MPH WIND, 20.DO FT MEAN-H.G.T., ASCE 7-.93, CLOSED BLDG, LOCATED (G) BEAM AND CONNECTION TO BOTTOM CHORD OF TRUSS FOR REACTION ANYWHERE IN ROOF, O MI FROM COAST, CAT 1, EXP 0, WIND TC OL-5.0 PSF, A L SHOWN, SHALL BE DESIGNED AND SUPPLIED BY OTHERS. WINO BC OL-O.O PSF'. y 16# REGISTERED j, f CIRCLED NUMBERS INDICATE'.TYPE 'O.F, FIELD CONNECTION REQUIRED- SEE / SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. T16HT FIT IS REQUIRED PROFESSIONAL (2.3.6) 3-0-3 28HPMH•18(NO GAP) 14 BETWEEN ALL-MEMBERS AT THE JOINT. AECOMMENDED.CO'NNE.CTION IS AN ALPINE TRULOX NAIL PLATE OR EQUAL (CONTACT ALPINE FOk,SIZE.ANO'NAIL QUANTITY) DAAD L. MCADOO 28HPMH-18 a 1 ALTERNATE JOINT CONDITIONS (TO ACCOMODATE NAILERS ANO'PUATES AT MEMBER �1„ gap) T2 W4 (R) ENDS, ETC.) -AND ALL'FIELD CONNECTIONS SHALL' BE DESIGNED BY THE PROJECT ENGINEER ENGINEER AND CONFORM TO UE HOME. MANUFACTURES• INSTALI<AT,ION DETAILS. NO.PE-30250• 6X6 0 WARNING: FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY 1-8-12(1.9 12) RESULT IN'INAOEQUATE STRUCTURAL PERFORMANCE. W 3X 6 B (G j FIELD CONNECTION SCHEDULE.:'. 0 11 2 3-8-4 W3X3 I MAXIMUM LOAO(1Ds) ('•NOTES: (2-11.4) TYPEI AXIAL. I SHEAR I •T-TENSION LOAD. aid! W1 .5X3 III 13 9 12 R-365 U-480 1 1 371T'/ .348C.1 .1 '.-C-COMPRESSION LOAD. yq �y Rh- 1 10 uh-1 nn Ar (X) OPTIONAL 3/ n 4" X 3 5/8" DADO OVER'KNEEWAI. W«� 4lr '.� X ALTERNATE LOAD G 24.0" O.C. ALTERNATE LOAD G 16" O.C. ^•� - I ( , 7-11-0 ............. �( cry S I I TC LL 27.0 PSF TC LL 39.0 PSF KNEEWALL AND CONNECTIONS TC OL 10..0 PSF C OL 15.0 RSF .ya +- . is I BC DL 0.0 PSF OL 0.0 PSF BY OTHERS� .i5 •� �..�� �z` � I TOT.LD. 37.0 PSF .; 'y L05 54.0 PSF �t10F �.• SS iz'893th'4t�194� R-888 U-1240 W-3.5„ 74 MCAD ' �' 5.11-8 r -9 D) r�-s STRU � CTURAL i r- 13 6 0 R-349 U-825 ' No.40790 'y Over 3 Supports ^� W • 'flF Rh-110 Uh-1160 W-10.25" Of PLT TYP. Hin e,Wave TPI-'95 Design Criteria: TPI ST �. �! P 1 R - Scale -.25" Ft. -'WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING• INSTALLING������(((((( BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND SPACING). PUBLISHED BY TPI (TRUSS Pl�f T L L 42.0 P S F REF R 2 6 38-9 0 3 2 4 INSTITUTE. 583 0.0NOFRIO OR., SUITE 200. MAD ISON• W1 53719). FOR SAFETY PRACTICES PRIG 1T7�J PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT.. Be O TC DL 10.0 PSF DATE 01/05/01 STRUCTURAL PANELS. BOTTOM'CHORO.SHILL HAVE A PROPERLY ATTACHED RIGID CEILING, - --IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE BC DL 0.D PSF DRW TYUSR2638 01006002 PRODUCTS, INC. SXAII NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUR It BUILD TNC TRUSSES IN COHF00.HANCC VI TH TPI: OR FABRICATING• HAND LING• SNIPPING, INSTALLIN4 A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE- BC LL 0.0 PSF TX-ENG GMT/GMT SPECIFICATION PUBLISHED BY TUIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 52.0 CONNECTORS ARE MAOE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR TOT.L D. P S F S E O N - 16173 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. DRAWINGS 160 A•2. THE SCAT ON HITS ORAUING INDICATES ACCEPTANCE OF PROFESSIONAL I GIN(E o•• pyQn D U R.F A C. 1.15 F ROM SM Alpinee En inecred Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V Grand Pmixic•TX ISO't COMPONENT1F0. ANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.O- 1 -y (SIMX-T• SH,{{;---"6-5 NY 110) S DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY MFR. TOP CHORD 2.4 SP1,•y2 •:T2 2x6 SPF #1/#2: _rr MPH WIND, 15.00 FT MEAN HGT, ASCE 7.93. CLOSED BLDG, LOCATED ANYWHERE IN SOT CHORD 2x6 SPF #1/#2 ROOF, 0 MI FROM COAST, CAT I, EXP 0, WIND TC DL-5.0 PSF, WIND BC OL-5.0 PSF. WEBS 2x4 SPF Stud :W1 2x3 SPF Stud: _ :Lt Wedge 2X3 SPF Stud: I SPECIAL LOAD S DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ......(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. TC From 104 PLF at 0.00 to 104 PLF at 12.71 SC From 40 FLY at-- 0.00 to 40 PLF at 13.63 (F) NO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF 1" WOOD TC 130 LB Conc. Load at 12.54 TO WOOD CONTACT WHEN HINGED SECTION IS RAISED. CIRCLEO'NUMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED- SEE NOTE: THE PROJECT ENGINEER SHALL DESIGN THE SUPPORTS (WALL AND/OR BEAMS) SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REQUIRED AND BUILDING SYSTEM TO ACCOMODATE HORIZONTAL REACTIONS ("Rh") WHERE SHOWN. BETWEEN ALL MEMBERS AT THE JOINT. RECOMMENDED CONNECTION IS AN ALPINE TRULOX NAIL PLATE OR EQUAL (CONTACT ALPINE FOR SIZE AND NAIL QUANTITY). (H) HORIZONTAL RESTRAINT IS REQUIRED AT TOP OF THE VERTICAL ALTERNATE JOINT CONDITIONS (TO ACCOMODATE NAILERS AND PLATES AT MEMBER WEB FOR HORIZONTAL REACTION ("Rh") SHOWN. ENDS, ETC.) AND ALL FIELD CONNECTIONS SHALL BE DESIGNED B-Y THE PROJECT f+ ENGINEER AND CONFORM TO THE HOME MANUFACTURES INSTALLATION DETAILS. "OF 4fp (X) OPTIONAL 3/4" X 3 5/8"(MAX) DADO OVER SUPPORT. WARNING: FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. `;� 1130# u 1 MCATJ00 it RE&1&T1 RED MAXIMUM LOAD(1DS) I NOTES: -.. o. FIELD'CONNECTION SCHEDULE: o 6Af'•.1J�ia yV` PROFESSIONAL I , ��� Y TYPEI AXIAL I SHEAR I •T-TENSION LOAD. Q. �'�fi. , 28HPMH-18 o�(F �' 1 I 930T / 916C� I -C-COMPRESSION LOAD. /$�jE�. �(, g-3-p ) DAVID L. McAD.00 �C"+" I -DESIGN CONNECTION FOR COMBINED I AXIAL * SHEAR LOAD SHOWN. lI �. ENGINEER ALT5 NO.PE-30250 E .... LOAD ....16" o:c. pR®V� 5 f— 0 6-13 -. TC LL 63.0 PSF kW 14 20 T2 N'}.. TC DL 15.0 PSF BC DL 15.0 PSF SC LL 15. W3X6 0 PSF N 28HPMH-18 �(F) (R) p� TOT.LO. 108.0 PSF (A) (A) 1 (H) " 2-0-0 W3X7 inswolf� °� �!yy. W3X6(Al) w1 1-5-12 P. 0-4-0 W1 .5X4 III (X) 0.0.0 To 0-9.0 — ` CANTILEVER l_ 3-4 14 _I_ 10-2.10 4� ell 13-7-8 Over 2 Supports R-1014 U-380 W-3.5" R-978 U-370 W-3.5" +. Rh-168 Rh--168 PLT TYP.. Wave ' ' Design Criteria. TPI STD fit► PA - 1 F Scale =.375" Ft. "WARN BRACINIG G.REFER TRUSSES H 19.9DIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANOq,��';' ;C/ C 42.0 PSF REF R2638-90516 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT INSTITUTE. SB3 D•OxOFR10 DR., SUITE 200, MADISON. VI 53719), FOR SAFETY PRACTICES PRIOR T D C 10.0 P S F DATE 02109101 PERFORMING THESE FUNCTIONS. UNLESS OTHER ISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHE •• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,T '"PIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINES ( BC DL 1D.O PSF ORW TXUSR2636 oloaooez ROOUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE ':�L BUILD THE TRUSSES IN COXF ORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING BRACING OF TRUSSES. TM1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE BC L L 10.0 P S F T X-E N G D WA O WA A L P I.N E SPECIFICATION PUBLISH EO B1' THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TD I. ALPINE t / CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR TO �a.• TOT.LO. 72.0 PSF SEON - 25166 EACH FACE OF TRUSS. AND UNLESS OTNE RYISE IOCA T ED ON TNIS OC SIGx, POSITION CONNCCTORS PER /DRAWINGS 160 A.2. THE SEAL ON TXIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE R F D U R.F A C. 1.1 5 6 AI ine Engincered Products,Inc. RESPONSIBILITY SOLELY FOR TXE TRUSS COMPONENT DESIGX SNOWN. THE SU17ABILITY ANO USE OF TNIS VVV P Gran PrBlilt,TX 75050 COMPONENT tFOR ANY SECTIOICU14R BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGN ER, PER - SPACING 24.00 110 TOP CHORD 2x6 `s 4 650f•1:5E MPH WIND, 15.00 FT MEAN HGT, ASCE 7.93, CLOSED BLDG, LOCATED A. RE IN BOT CHORD 2x6 S}—#1/#2 'RVOF, 0 MI FROM COAST, CAT I , EXP D, WIND TC OL-5.0 PSF, WIND BC DL 5.0 PSF. WEBS .2x6 SP.F #1%#2 (G) BEAM AND CONNECTI:O,N...TO BOTTOM CHORD OF TRUSS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR REACTION SHOWN, SHALL BE DESIGNED AND SUPPLIED '` ' BY OTHERS. ��T O ALT. LOAD @ 16" 0.C. LVt REGISTERED PR ................... PROFESSIONAL TC LL 63.0 PSF..,... so" DAVID L. MCADOO . TC DL 15.0'PSF (e c BC DL 15.0 PSF ENGINEER BC LL 15.0. PSF' 44„ ' 0.PE 30250 TOT.LD. 108.0 PSF ' ii.ay' tat"�!� �t_'•5��,�1+ .�' . Ss, W 2 X 8 III a,•r:v,.-.,.: 10-0-14 3.54 2-10-3 3-3 11 W4X6(D1) 0-5-8 W2X4 III (G) .,;,APPROVE® BY 1 1.2.2 02-2 20 ON l_ 9 1 15 _I 9-7-15 Over 2 Supports --� R-790 U-420 W-3.5" R-595 U-380 w PLT TYP. Wave TPI-95 Design Criteria: TP PA 1 - F Scale =.375" Ft. " G 4.jr BRACING. REFER UTOEHIS-911R(HANDLING INSTALLING E EXTREME CARE IN BAND ABR BRACING). PUBLISHED IBYITPI IN(TRUSS NDL 41 T L 42.0 PSF REF R2638-90575 INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MADISON, V1 53T19). FOR SAFETY PRACTICES PRIG 710 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTA�tTC DL 10.0 PSF DATE 02�14�01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, iQ "IMPORTANT•° FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN D0.000CT5. INC. SXALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUR T BC DL 10.0 PSF DRW TXUSR2638 01045003 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING. ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS VI TX APPIICABIE PROYISIOAS OF NO (NATIONAL DES - 1 % BC LL 10.0 PSF TX ENG DWA/DWA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2DGA ASTN A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR TOT.L D. 72.0 PSF S E O N - 11764 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A DRAWINGS 160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEE ING /S _ D U R.F A C. 1.15 FROM SM Alp' Eng�neered PtoduoLa,Ino. RESPONSIBILITY SOLEIY FOR THE TRUSS COMPOx FNT DESIGN Sx0V11. THE SUITAB 1liTY Ax0 USE OF TxIS Gland ha1nE,TX 75050 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, DE0. ANSIITPI 1-1995 SECTION 2. SPACING 24.0" O I TOP CHORD 2X6 Y 650f 1.5E -MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, LOCATED RE IN BOT CHORD 2X6 S'�--- #1/.#2 rvcwF, 0 M! FROM COAST, CAT I , EXP D, WIND TC DL-5.0 PSF, WIND BC DL-+-:O PSF. WEBS 2x6 SPF #1/#2 (G) BEAM AN•0 CONNECTION TO BOTTOM CHORD OF TRUSS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR REACTION SHOWN, SHALL BE DESIGNED AND SUPPLIED BY OTHERS. SPECIAL LOADS -- ---- (LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) ALT. LOAD @ 16" O.C.. TC From 104 PLF at 0.00 to 104 PLF at 11.15 TC L. 63.0 PSF •.. ����G STE., `Q'\ BC From 40 PLF at 0.00 to 40 PLF at 6.71 TC DL 15.0 PSF BC DL 15.0 PSF:.;.`:;' BC LL 15.0 PSF No. 5991 TOT.LD. 106.0 PSF :. PAOFESSIppIp� �•'i� �A� Q"� �� .• ' O A 0 QAW1D �. MCADOO a�sS/UNAL &&WEER 0.PE 12-0-15 5t— 2-3-9 W2X8 III APPROVE BY I� 4 ,tw! T 2-4-3 2-9-11 W4X6(D1) c. ri 0-_ 5-8 .._,,..:. . .. .:,: . . W2X4 III °�pg Y 0.10.8 0-1.8 A 6.10.0 ��►���'�� `�. L_ _{. 4-3-13 -r-� �6 10 0 Over 2 Supports 0 R-404 U-180 W-3.5" R-980 U-710 PLT TYP. Wave fiPI795 Design Criteria: TPI STD . ' :1 P 1 F Scale =.375" Ft. —YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND ;. j,,. L L 42.0 P S F R E F R 2 6 3 8-9 0 5 7 4 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT INSTITUTE. 5B) O'ONOFRIO OR.. SUITE Z00. 14AOISON, W1 SO719), FOR SAFETY PRACTICES PRIOR Pf RF ORMING SHE SE FUNCTIONS. UNLESS OTNERYISE INDICATED. TOP CHORD SNAIL HAVE D0.0PE 0.LY ATTACN TC DL 10.0 P S F DATE O 2/1 4/0 1 STRUCTURAL PANELS. BOT TOM CHORD SNAIL NAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE BC DL 10.0 PSF DRW TXUSR2638 01045002 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING A L P I NE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE :�• BC L L 10.0 P S F T X-E N G D WA/D WA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS a0.E MADE OF 20GA ASTM A657 GR<0 GALY. STEEL. EXCEPT AS NOTED. APPLY COHNECTO0. TOT.L D. 72.0 P S F S E O N - 11761 EACH FACE OF TRUSS. ANO UNLESS OTHERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PfR DRAWINGS 160 A•Z. THE SE AI ON THIS PRAYING INDICAtES ACCEPTANCE OF PROFESSIONAL ENGINE 0.1MG �� OUR.F A C. 1.15 FROM SM Alpine Ett ''IIeeted Products,lnC. RESDOXS181LITY SOLELY FOR THE TRU55 COMPONENT DESIGN S NOW N. THE SUITABILITY AND USf OF THIS GX8i1d Pieltit,TX 750$0 COMPONENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIRILIIY OF THE BUILDING DESIGNER, DE0. SPACING 24.0" o C q (� 0 r ANSIITPI 1.1995 SECTION Z. TOP CHORD 2',""__ ')F` #1/#2 :T3., T4 2x4 SPF #1/#2: 0 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG-., -,a'CATED BOT CHORD 2i,,_.,rPF #1/#2 :82 2x4 SPF #1/#2: '--ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I , EXP C, WIND TC DL-5.0 PSF, WE6S 2x3 SPF` Stud' :W2 2x4 SPF •Stud: WIND BC DL=5.0 PSF. DEFLECTION MEETS. L/240.00 LIVE AND L/180.00 TOTAL LOAD. (S) 2X4X4'0" SPF Stud SCAB MEMBERS. ATTACH ONE SCAB TO EACH . FACE OF TRUSS, CENTERED ON SPLICE BETWEEN BASE AND CAP FIELD SPLICE SPECIFICATIONS TRUSS, WITH 8d COMMON NAILS (2 ROWS - 3" D.C.) . TRUSS TO BE BUILT IN 2 PEICES ATTACHED TOGETHER WITH PLWOOD GLUE GUSSETS AND SCABS WITH AFG-01 ( e.g. PL 400 ) STRUCTURAL GUSSETS ARD SCABS AS SHOWN, ADHESIVE AS PER MANUFACTURERS' SPECIFICATIONS. (P) USE 15/32" , 32/16, APA RATED SHEATHING SIZED AND PLACED jK OFq�,¢s AS SHOWN. UNLESS OTHERWISE NOTED GUSSETS 'ARE TO BE PLACED ON BOTH SIDES OF TRUSS UNIT AND FASTENED WITH 8d NAILS O�� SCbTf L.. �yG FROM BOTH SIDES IN ALL MEMBERS (2 ROWS - 3" O.C) STAGGERED. o� SCHlJRWAN ` C.' CIVIL (P)12X12 No.3= W3X5(R) III po,�Es�'ISjER��k 4-0-0 7 s/ONAL E� T 3 4-0-0 O R EGISTERED p • � W 2 X 4= W 2 4 V oaoFEssloNlu - -n WU8=.(S) B � ' (S)2X4\ ScmLINDER SCHURWAN ENGINEER 7 f W 8 X 8 tq.387" W3X5(D1) W1.5X3 111 W3X5(D1) ; ��N3YLVP� • W3X5= W3X5z�T 0-7-7 -J 3.31 3.31 L— . 0-7-7 y W1.5X31II W1.5X3III 1 to SEAL Q APPROVE® BY 026 � 4 20 —2-8-7 3-9- 3-9- 2-8-7—� 1-15 1-9-9 9- - 5 4-8-b-6-0 fftTERNATE LOADING WI - < 6-6-0 3-4-1 -1-15 � STOpLL 63 PSF DL 15 PSF fE 13-0-0 Over 2 Supports BC DL 15 PSF R=936 U-210 W=5.5" BC LL 15 PSF O R=936 U=180 W=5.5 TOT LD 108 PSF DUR FAC. 1.15 SPACING 16.0" P L T TYP.. Wave TPI-95 Design Criteria: TPI STD QTY:1 NY - 1 - R F Scale —.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND I,• BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I L. T C L L 4 2.O P S F REF R 2 6 3 8-9 0 4 6 2 INSTITUTE. 5 a 3 D'ONOFR10 DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO �NOER g PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L 10.O P S F DATE 02101101 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. q **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 0 0 • • i gC DL 10.0 PSF- DRW TXUSR2638 01039002 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A = W BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MANGLING, SHIPPING, INSTALLING AND g C L L 10.0 P S F T X-E N G C W C/S L S A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNui SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t� CONNECTORS ARE MADE OF 20GA ASTM A653 GR00 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO "gyp�0 B1•A1•� TOT.L D. 7 2.0 P S F S E 0 N - 24770 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 90�S$10NQV DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Pro4LCt3,I11C. RESPONSIBILITY SOLFLY FOR THE TRUSS COMPONENT DESIGN SHOWS. %E SUITA8ILITY AND USE OF THIS D U R.FAC. 1 . 1 5 — W. Earth City,MO 63045 . COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. SPACING 24.0" Q ANSIJTPI 1.1995 SECTION 2. (SIMPLEX 13-9 _.„,90X CAPE UORMER) 3 troll rntrnntu rnun L.VPn'u Itn Inru, (LVnva n III Mena I Vna7 auom IIty 06 nr n. i TOP CHORD 2x4 SPIL d ACTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. BOT CHORD 2x4 &0 ud 'WEBS 2x4 SPF Stud :W2 20 SPF Stud: (C) ALTERNATE BEAM AND CONNECTION TO BOTTOM CHORD OF TRUSS At Stubbed Wedge 2x10 SPF #1/#2: FOR REACTION SHOWN, SHALL BE DESIGNED AND SUPPLIED BY OTHERS. SPECIAL LOADS ......(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) (F) NO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF 1" WOOD TC From 104 PLF at 0.00 to ' 104 PLF at 3.10 TO WOOD CONTACT WHEN HINGED SECTION IS RAISED. BC From 40 PLF. at 0.00 to 40 PLF at 4.50 TC 165 LB Conc. load at 2.90 NOTE: THE PROJECT ENGINEER SHALL DESIGN THE SUPPORTS (WALL AND/OR BEAMS) AND BUILDING SYSTEM TO ACCOMODATE HORIZONTAL REACTIONS ("Rh") WHERE SHOWN. CIRCLED NUMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED- SEE SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REQUIRED (H) HORIZONTAL RESTRAINT IS REQUIRED AT TOP OF THE VERTICAL BETWEEN ALL MEMBERS AT THE' JOINT. RECOMMENDED CONNECTION IS AN ALPINE WEB FOR HORIZONTAL REACTION ("Rh") SHOWN. � TRULOX NAIL PLATE OR EQUAL (CONTACT ALPINE FOR SIZE AND NAIL QUANTITY). W ALTERNATE JOINT CONDITIONS (TO ACCOMODATE 'NAILERS AND PLATES AT MEMBER ENOS, ETC.) AND ALL FIELD CONNECTIONS SHALL BE DESIGNED BY THE PROJECT REGISTERED ENGINEER AND CONFORM TO THE HOME MANUFACTURES INSTALLATION DETAILS. ,.ad�e�fri+rr�#/^s1c>ii�iF 165# PROFESSIONAL WARMING: FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY o�h vri � o, DAVID L MCADOO RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. FIELD CONNECTION SCHEDULE: �. ENGINEER I MAXIMUM LOAD(lbs) I NOTES: 3-0-3 (F) NO.*30250- TYPEI AXIAL I SHEAR I •T-TENSION LOAD. 28HPMH-18 1 1 OT / 211CI ...I •C-COMPRESSION LOAD. 97 I -DESIGN CONNECTION FOR COMBINED I AXIAL + SHEAR LOAD SHOWN. "' 1•L�6 •., �J 4 •�'� --I ALT, LOAD 0 16„ O.C. ................... 18(1" gap) 0 12 W 2 TC L'L 63.0 PSF �i��� TC DL 15.0 PSF 1 (H) BC OL 15.0 PSF W2X3 /i BC LL 15.0 PSF T 1-9-7 7 1-8-12 TOT.LD. 108.0 PSF �' '• . . . .,..,1s 1-0-4 I .. . . . sql' (O) o: DAV1D L. APPROVED 13" �: McA[300 ; W3X10(G1) III W4X4(R) III srRvcTLIRAL yF P 6_�, R�O.40780 _ 3.1 1-13 'U pfSTE�L.0 �4-6-0 Over 2 Supports 1� I SSfOR1Al '\ R-399 W-3,5" R-268 W-3.5" O Rh-135 Rh-•135 TPI-95 Design Crite D � 1 R - Scale =.5" Ft. _T TYP. Hin e,Wave "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND �� T L L 42.0 PSF R E F R 2 6 3 8-9 0 5 3 8 BRACING. R TO NIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE REFER 583 O'ONOFRIO DR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PER-FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •11 X* C D L 10.0 P S F DATE 0 2/0 9/0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL.HAVC A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C DL 10.0 PSF DRW TXUSR2638 01040007 PRODUCTS, INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To BUILD THE TRUSSES IN CONFORMANCE WI7H TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING A 0 a" C L L 10.0 P S F T X-E N G D WA/D WA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS IN APPLICABLE PROVISIONS OF NOS (NATIONAL DES] SPEC IFICAT ICN PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE \P T O T.L D. 72.0 P S F S E O N - 24691 oz CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL, EXCEPT 45 NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POST i1ON CONNECTORS PER DRAWINGS 160 A•; THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF D0.0FESSIONAL fNGIN(ERING y`A D U R.F A C. 1.15 Al utc En coed Products,Inc. RESPONSIBILITY SOLELY i00. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P EYfaTl r(81I1td P{ duc0 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" G O `� 1NS117PI 1.1995 SECTION 2. r ncrnncu rKuM LUMVU1tK INPUT (LOADS 3 DIMENSIONS) SUBMITTED••=a' TRUSS MFR.TOP CHORD 2x6 /#2 :T3. T4 2x4 SPF #1/#2: V^ • SOT CHORD 2x10 ';. -.,1 MPH WINO, 30.00 FT MEAN MGT. ASCE 7.98. CLOSED BLDG. LOCATED WEBS 20 SPF #11#2 :W2, W3 2x4 SPF #3: "ANYWHERE IN ROOF, CAT 11. EXP C. WIND TCDL-5.0 PSF, WIND BCOL-5.0 PS LOADING DESIGN CRITERIA: ��LZN (0)F f IN LIEU Of RIGID CEILING USE PURLINS: TO BRACE BC @ 24' OC CODE - ASCE 7.98 $CC>TT�• yc DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. GROUND SNOW LOAD - 45PSF @ 24.0'. 67,SPSF @ 16.0', 90PSF @ 12. �� $SCOTT L. E`�'e+ ` j;IIIIgIFj, ' SNOW LOAD EXPOSURE CATEGORYB(PARTIALLY(EX;OSED) CIVIL C I� EXPOSURE FACTOR Ce 1.0, THERMAL (ACTOR Ct 1.0, tin CIRCLED NUMBERS INDICATE TYPE OF FIELD CONNECTION REOUIREO• SEE �� ��o a•°a��/',�," IMPORTANCE FACTOR(1)•1.0 No.32020 SCHEDULE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REO1�,C`�'�E� • • •/ BETWEEN ALL MEMBERS AT THE JOINT. CONTACT ALPINE FOR ALTERNATE �INT • Q�tOFESS/0"%9 THIS DESIGN HAS BEEN ANALYZED SEPARATELY FOR BOTH A CONDITIONS (TO ACCOMODATE MAILERS AND PLATES AT MEMBER ENDS, ETZ. a`�J ��° _= BALANCED AND UNBALANCED LOAD. (PS-1.5) �0,- C/$TERM t„" Fff/UNAI ENG� AND ALL FIELD CONNECTIONS SHALL BE DESIGNED BY THE PROJECT -- •A� �• ENGINEER AND CONFORM TO THE HOME MANUFACTURES INSTALLATION OETSILS.6F� N o. 8766 ° >�3his design applies to residential construction complying with o_. 1 -a ::RC section R301.2.2 for Seismic Design Categories A, B. C. D1 and D WARNING; FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY RESULT IN INADEQUATE STRUCTURAL PERFORMANCE, L �� NwEglr �.�O,,Aa •aQ FIELD CONNECTION SCHEDULE: �i��/ i.o a a o•a o MAXIMUM LOAD(lbs) .. I NOTES: �i� � sc� �� REGISTERED I►►1►►� ` 2 8 14 U 'n TYPEI AXIAL I SHEAR I -T-TENSION LOAD. -.Sells PROFESSIQNAL 1 I 621T / 144CI I C-COMPRESSION LOAD. ����CRR�// �no��!`tnrp pp��ptMAu 2 1 125T / 144C I 1311 -DESIGN CONNECTION FOR COMB Mp C A -SC OTT 1 11'IJCI{ SC 11RAlt AXIAL + SHEAR LOAD SHOWN.o� {�`SSi{//�__? IY CENGINEIR���7777 �1 TT T4 0 6 9 o.3879SP � T3 2 / `, (F) NO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF 2' OOIL �� A 2 - �NSY Lv P`TO WOOD CONTACT WHEN HINGED SECTION IS RAISED, vV� 5 0 0 12 2 ' ALTERNATE LOAD @ 16.0' O.C. ALTERNATE LOAD @ 12' O.0 ` �, , � 4 12 1I '� � 1 .......................... ._-_......_._...._....__. C TC LL 40.0 PSF TC LL 60.0 PSF `I�(1 1 TC DL 10.0 PSF TC OL 10.0 PSF vv W3 8C DL 10.0 PSF BC DL 10.0 PSF W2 BC LL 10.0 PSF BC LL 10.0 PSF --- 28HPMH-18(F) i TOT.LD. 70.0 PSF TOT.LD. 90.0 PSFT I 28HPMH-18(F) �/ 1 (X) OPTIONAL 3/4• X 3 5/ P C)1 DRIB I 2X5 III I 1 2X5 III 2.2 1 -►-. D_z... 2X5 m 2X5 m 2-2.1 -L DEC 0 5 2003 -�0�4 -_-•-- 0-9-4 3X4(D1) = 3X4(O1) _ _T_ (X)._...., R=726-U=554 W=3.5" R=726 U=555 W=3.5' X 1-3-3 � '- --3 5.9 ----: - .-__.._.4-3.8 --- --3-5.9- 1.3"3`� -1. ) ----- --6-10-8---- - -- '1 6-10-8 I INC. �__ - - ---- 13 9 0 Over 2 Sup orts - PLT TYP. HP288,WAVE TPI 95 Des1 n Crtt: TPI STD 6.00 Y:1 NY 1 R 'WARNING• TRUSSES REQUIRE EXTREME CARF 1N FABRICATION, HANDLING, SMIPPING, INSTALLING AND Scale =.3 7 5 M F t. •BRACING. REFER ro Mie•9I (MAMDIlNG INSTALLING ANo BRACING), PUBLISHED BY TPI (TRUSS PLATE •�Fi� F y TC LL 20.0 PSF REF R1433- 65077 INSTITUTE. SB3 O'ONOFR IO DR., SUITE 200. MA.IS.N. MI S]T19). FOR SAFETY PRACTICES PRIOR TO r•�� 6 0 PER RFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALI NAvE PpOPEa11 ATTACHED ! C'I•G STUCTURAL PANELS, BOTTOM CHORD SMALL HAyf A PROPERLY ATTACHED RIG10 CEILING. I 9 TC DL 10.0 PSF DATE 07/24/03 ••IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r • '�L p(� PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2 • ` W BC DL 10.0 PSF DRW MOUSR7433 03205004 ALPINE L P I N E BUILD THE TRUSSES IN COMFORNANCE WITH TPI; OR FABRICATING. MAN OLING. SMIPPING. INSTALLING ANO y2LF - BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE OROVI5I0N5 OF NDS (NATIONAL DESIGN • C BC LL 10.0_ PSF _M_0•ENG DLO ---I SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I -C7 - [ /C W C CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO h�• , ♦/ TOT.LD. 50.0 PSF 035H139- EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A BCB'', �v DRAWINGS 160 A•I. THE SEAL ON TNI$ DRAWING INDIEAT ES ACCEPTANCE OF PROFESSIONAL ENGINEERING 9��EsStoNa (� C Alpine En neeredProducts,Inc. RESPONSIBILITY SOLELY FOR THE TRU5S COMPONENT DESIGN SHDWN. THE SUITABILITY AND USE OF THIS DUR.FAC. 1.15 12P-9.2` EBrIClty,MO 63045 COMPONENT FOR ANr PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1•199s sECTIDN z. SPACING . 24.00 HEEL Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename: 04-0629.rck PROJECT TITLE:#04-0629 CITY:West Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) WINDOW/WALL RATIO:0.14 DATE: 07/22/04 DATE OF PLANS:JULY 21,2004 PROJECT DESCRIPTION: STERGIS GSC,INC./SPEC WESTPORT 26-7 x 44'-0/56'-0 DESIGNER/CONTRACTOR: SIMPLEX INDUSTRIES,INC. ONE SIMPLEX DRIVE SCRANTON,PA 18504 570-346-5113 PROJECT NOTES: MODULAR PORTION ONLY COMPLIANCE:Passes Maximum UA=410 Your Home UA=370 9.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1375 38.0 0.0 41 Wall 1:Wood Frame, 16"o.c. 2480 19.0 0.0 123 Window:24210:Vinyl Frame,Double Pane with Low-E 23 0.350 8 Window:3048:Vinyl Frame,Double Pane with Low-E 95 0.350 33 Window: 3048-2:Vinyl Frame,Double Pane with Low-E 32 0.350 11 Window:3056:Vinyl Frame,Double Pane with Low-E 91 0.350 32 Window:C23:Vinyl Frame,Double Pane with Low-E 12 0.350 4 Window:2442:Vinyl Frame,Double Pane with Low-E 19 0.350 7 Window:3052:Vinyl Frame,Double Pane with Low-E 17 0.350 6 Window: 838: Other 2 0.350 1 Window. 1852:Vinyl Frame,Double Pane with Low-E 10 0.350 3 Door:3-0: Solid 21 0.160 3 Door: SIDELITE:Glass 17 0.280 5 Door: 2-89LITE: Solid 38 0.280 11 Door: 6068: Glass 40 0.340 14 Door:2-8FIRE: Solid 18 0.160 3 Floor 1:All-Wood JoisvTruss,Over Unconditioned Space 1375 19.0 0.0 65 Boiler 1:Other(Except Gas-Fired Steam),80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load speci m ections 780CMR 1310 and J4.4. Builder/Design e- Date 7 I J 72. B.OAR'D OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 11 Number 047919 I3lr''d to 031Q871 — �s0 xpir: �q /OB 4 Tr.no: 18513 Rest cte� '� r 1 JAMES K� STERN .47OA +° t �5 KMONT ROA � i. YARMOUTHPORT, 1►i►, Qp y5 �i�.>. jAdministrator l Sep 01 04 07: 5I2.,a-� James Stergis (508) 362-8362 p. 1 NOTE: OUTLET PIPE NOT �1�a0 < A CONNECTED TO DWELLING ja �0' 'P.NF REBAR WEE ES CROSSING����' LOT 35 SET COMM. ASsoc. ASSESSORS 111-001-069 s s N/f L? As O ERNEST & DEANNA CASALI o �-.OPEN SPACE s Z a #129 PERCIVAL DRIVE DRAINAGE 1c)- Y. ASSESSORS 110-001-016 0* EASEMENT (4 BEDROOMS) 6 < 0 m 213.5' �� EXISTING REBAR REBAR WELL j SET J ,-)'I, � �' 1 a � �•� SET 141.5' UTILITY �p CLUSTER 1,500 GALLON N EXISTING SEPTIC TAN.< ' Ap. G � WELL • LOT 34 \ (,� LOT 33 3 5,216 f S.F. �. EBAR �^ \ +\� 3 1 22.7' �O N/F SET 0 D"B X 41.8' �1�' a,. COURTNEY & MELISSA PALMER s 9� REBAR #149 PERCIVAL DRIVE ASJ SET j ' ASSESSORS 110-001-014 6� 4 F�� (3 BEDROOMS) g� QF �T 55.4' 12.8x33.5' 33f 1' 1 OPEN S.A.S. WITH SPACE s9. ALL ROUND "AS- BUILT TIES" b TOP FOUNDATION V A rss SA9, c,�a .08 OUT FOUNDATION �gyc'y'b, REBAR 1 IN SEPTIC TANK 52.16 34'-4" " gGso�'s� OPEN SET 2 OUT SEPTIC TANK 1 " 1'-1" SPACE 3 IN D-BOX - - �Pi� 4 OUT D-BOX 4 77'-7" BOTTOM OF STONE 1 4 I CERTIFY THE THE TOWN OF BAORNSTABLE STATEMENTSLLOWING 1'C A S-B U I L T" I HEREBY CERTIFY THAT THE LOT SHOWN AND PLOT PLAN THE BUILDING THEREON CONFORM TO ZONING BY-LAW WITH REGARD TO DIMENSIONAL REQUIREMENTS AND ANR PLAN AS RECORDED, IN THE LOT SHOWN DOES NOT FALLIFY WTHINAA SPECIAL FEDERAL YV`�,/. BARNSTABLE, MASS FLOOD HAZARD AREA AND IS DESIGNATED AS 20NE "C". SCALE: 1"=50' DATE: 8/30/04 PREP. FOR: Mr. JAMES STERGIS THIS PLOT PLAN IS FOR BUILDING PREP. BY: EAS SURVEY, INC. PURPOSES ONLY AND IS THE RESULT OF i%N ROUTE 6A, PO BOX 1729 ONGROUND TAPE AND INSTRUMENT SURV='°'. SANDWICH, MA 02563 508-888-3619 A °'`0. s4� REFERENCES: o� EDWARD cy� ADDRESS #141 PERCIVAL DRIVE A OWNER JAMES & MARY STERGIS I u STC\E REGISTRY DEED 5325 / 320 9 No. 213980 PLAN 413 / 99 po �� ASSESSORS 110-001-015 ZONING: F SETBACKS FRONT 30' SIDE & REAR 15' I EDWARD A. STONE RPLS #28980 'R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 O Parcel 0 i 0 S Permit# 7 Health Division � I Date Issued I# 49ee lo® ° 00 Conservation Division ) lJ' O3 Application F vra� Tax Collector Permit Fee Treasurer 4� / 'r—?T;C SYSTE►1 RZIIST DrE Planning Dept. o�s' ,oa7�o .i,�;Y UN T -lE® IN C0��1PLlAlI�CE M- TF;TITLE 5 Date Definitive Plan Approved by Planning Board o nd`�✓`` S ° �;�O eNIENTAL CODE AND Historic-OKH Preservation/Hyannis /p3 TOWN REGLDI AI. OsrJS Project Street Address 1 1 ?Qv—u `q v\A \�T2 Village �' Q()►�f 510� Owner Address \00\ 56ae (\E"1�G� Pt TelephoneZ��(e Permit Request \ Square feet: 1 st floor: existing proposed '2nd floor: existing proposed � T Total news Zoning District F• Flood Plain C_ Groundwater Overlay Project Valuation c�,lyo.O[7 Construction Type Lot Size_ __3� L (a'= Grandfathered: R<es ❑No If yes, attach supporting documentat on. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) x Age of Existing Structure Historic House: El Yes ❑ No On Old King's Highway: ❑Yes O;No � c� .Basement Type: ®'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 'S Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: O'Gas ❑Oil ❑ Electric ❑Other Central Air: L Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ElNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing &(new sizea6AZ4 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use _�eS�OQ, cA1 \CQN& Proposed Use C. BUILDER INFORMATION Name Telephone Number 5 Q2--3CcQ —T��� Address IbS License# C S O 1-4 19 19 Home Improvement Contractor# Worker's Compensationn''# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 15�2� e&AM eYA*ny% / A SIGNATURE DATE 12 16 i FOR OFFICIAL USE ONLY i 4 PERMIT NO. DATE ISSUED - t MAP/PARCEL NO. ADDRESS VILLAGE is OWNER' - DATE OF•INSPECTION: FOUNDATION i t:3 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL 4 s GAS: ROUGH FINAL FINAL BUILDING j DATE CLOSED OU h �I } ASSOCIATION PLAN.NO. i RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE e� New Buildings,Additions $50.00 SO. Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE r �ss square feet x$96/sq.foot 80 x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64.1sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) QQ C �A square feet x$32/sq.ft.= �� x.0031= r2 I�'1 ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00. >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck k.x$30.00= —Zc.007 (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) ' /q Permit Fee projcost ENERGY COMPLIANCE INFORMATION MECHANICAL INFORMATION - MANUFACTURE'S INFORMATION BUILDING COMPONENTS INSULATION VALUES(') ATTIC VENTILATION SIMPEDXIIN LETDUUS RIB I"CC, MASSACHUSETTS CERTIFICATION/056 -RIOR WALLS R-19 iROOF/ aMAII D CQLING R-38 VENT ARCM So.FT.PER 300 SO.FT.OF ROOF TO,(s)Ol 3.0-1- EXPIRATION OF CERTIFICATION APRIL J0.2005 ROOK ••• R-19 ROOF/CEILING AREA:27'-6-.50'-0'- 1375/300-4.58 SO.FT.OF VENT REWIRED 4auNw1 w .�ocwx�� PoUNDATK)N WALL '• R-10 PROVIDED FREE VENT AREA:3.56 SO.R.AT EAVES+6.50 SO.FT.AT ROOF RIDGE SLAB EDGE INSULATION R-10 TOTAL FREE VENT PROVIDED:.10.06 SO.Fr. (1)PP IcouM sLE noon P1Ax (1)Rm uw.c uxlr(lrwOl sWN G.BNETI cLA2INc w.L. R-2'9 METHOD OF VENTILATION ENTRANc DooRs W.c. R-3.1 THIRD PARTY INFORMATION (•••)INDICATES ITEMS THAT ARE TO BE PROVIDED BY OTHERS IN THE NATURAL MECHANICAL COMBINATION X o FIELD AND VERIFIED FOR COMPLIANCE BY THE LOCAL CODE OFFICIAL, MASSACHUSETIS AUTHORIZATION/ TINA III ENx¢Rs.P1ANxEm a roxaA,u.ns (W.C.)INDICATES WORST CASE INFORMATION ` LIGHT/VENT CHART >�8O1 i°°""°P"'EL WE'R"0 VALUES DE7ECH BY COMPLETING MASS.CHECK ENERGY SHEETS TPpl,(s).)nYM)3 EXPIRATION OF CERTIFICATION: APRIL 30.2005 sEE coPlEs ATTACHED PROPOSED BUILDING INFORMATION HEATING SYSTEM INFORMATION ROOM NAME. FLOOR cuss OF VENT do OF ,AREA AREA FLOOR AREA BOOR IROP05[D eunDPc Laarw oNl4R/PRLMEn x"I¢ SYSTEM TYPE:ELECTRIC BASEBOARD FUEL:N/A KITCHEN/NOOK 3.0• 41.50 27.20 21.OD 13.60 11 zrzRm Csc.uK/sPrc z- ...-1-/se•-s- HEAT OTHER TWIN ELECTRIC LIVING Roo. 187 27.80 14.98 13.80 7.48 C°•''"wA[ ulgL I.D.r MASONRY CHIMNEY BY BLOR. N[Sf BMx6TA®F w pI66R - PER MA.BUILDING CODE FAMILY ROOM 206 35.10 16.48 17.40 8.24 OR METAL RUE PIPE DINING ROOM 196 .1.70 15.53 20.70 7.64 CONSTRUCTION INFORMATION (UL 103)- BEDROOM/1 288 27.80 23.04 13.80 11.52 IF HOT WATER BOILER @ OR HOT WATER HEATER IS INSTATED IN nw55�K.Vo' u5[woVP Cus�C"nox BEDROOM/2 148 '16.16 11.60 9.02 3.84 _ szR.cK BASEMENT,THEN EITHER THE BASEMENT FOUNDATION WALLS MUST BE ]b IRw uT LRlS INSULATED PER MA BUILDING CODE,OR BELOW THE FLOOR WATER LINES BEDROOu/3 120 16.80 9.60 8.30 1 4.80 n.w MMalRIc URiDSm vOwla(N.rtJ C[awtD ocavAln LD.D MUST BE INSULATED PER MA.BUILDING CODE. zsW SD.n. 20.660 N.n. 12 aawNc NDaO w naves xo.w rtn EOUIPMENT INSTALLATION INFORMATION -r AeaE roMxD.Tw 7 smwrs A6o+r.ouxo.11w "/• CODE COMPLIANCE: DESIGN LOADS APPLIANCE INSTALLATION INFORMATION TO BE SHIPPED INSIDE THE UNIT THIS UNIT IS CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING MASSACHUSETTS CODES - now Roor/alw .NIs/NPm c) s�Ma 1n..o Py :s vsF(xoxr 1> :1 Pv(xaxc o m. Psr 1. 1997 MASS. STATE BUILDING CODE - 6th EDITION - W/1996 521 CMR cwRoo euca.Es uaMc oTNu ARCHITECTURAL ACCESS REGULATIONS. � w Ps(1n r.MAn N/• +o Psr(.mo s1aRN:q 2. 1993 BOCA NATIONAL MECHANICAL CODE. SPECIAL SYSTEMS 3. 1994 MASSACHUSETTS FUEL, GAS. AND PLUMBING CODE. TIRE NARx srsrzM RRr sMPPREsvw srnm 1 oraR sYsrru 4. 2002 NATIONAL ELECTRICAL CODE W/ 527 CMR'12.00 MASS TMola� .n q„rdDEERrc1 x/. N/A AMENDMENTS. DRAWING INDEX REOUIRED INSTALLATION DETAILS FROM APPROVED SITE INSTALLATION MANUAL oPANno xo. wANvc oEscRmwN ORanNc orz aEwsnx wrz . uAss wvrR carer 1.OBTAIN A COPY OF SIMPLEX INDUSTRIES SITE INSTALLATION MANUAL MOM THE BUILDER. 2.READ THE INFORMATION ON PAGES 2,3.4 @ 5 PERTAINING TO INSTALLATION CONTROL:ON-SITE EKRRpR ttNMX1N5 ABv z1,2004 AVCusT 3.zDW WORK BY OTHERS;FOUNDATION @ INSTALLATION PROCEDURES FOR MODULE ERECTION. 3.NEXT READ THE SECTION ON PAGE 6 LABELED'ERECTION INSTRUCTIONS*1.CRANE SETTING - rIDOR Pw9 Mr 31.2oD. A1XAFr A THRU E. 4.NEXT GO TO SECTION MARKED'MODULE TO MODULE ASSEMBLY ON PAGE 6,7 h 8 - � sueersreD rlMRMrRx rE"H,PLNmRID snXb4nn ARr 21,2DD4 AND REFER TO I THRU 17. ,uID PAILM:sttDDN 5.NEXT GO TO SECTION MARKED'RAFTER/TRUSS ROOF SYSTEMS SET SEOUENLE•ON PACE 9. FOLLOW THE INSTRUCTIONS FOR 5/12 AND 7/12 TR1155 SYSTEM ITEMS 1 THRU 6. LunRXAL Rua AND sn9.ana AAr 21.z6D. AVW51 s.2lD. B. FOLLOW THE REST OF THE INFORMATION ON PACES I THRU 18.THIS WILL FINISH YOUR MODULAR UNIT ON THE EXTERIOR AND THE INTERIOR. TRUSS APPROVALS Il.sscNuscrls REcrsmmN s1.uP MAssAaArsETrs n"rz usE wLr uwuFAnuREO 9r Siin�o%x r.NNMAI NOTF_ R 1'< IndM9llil9 IDS. ( 6MALEA6 w WAIRY NOME6 `t "Dn a�HocT"asv[D C�a�.la rt mR Rnifml[NRm vRmw"Rz. KE6V v IN O MIA.PARK ACE v1L rDiaurK�mn rn FUN.r 9CRANTON,'A 18504 _ oa /td�¢Rm xRND Nw � S1ER r5 n rMNR�E14wYe 1�RmL INp)ENu•/�titttit)>w.aWM e"RAO'Lm�cMmS nGToMR R 1[�1D¢W�9IaN�R"rn1 1i®AmtM1[O1x AM[14I»(�a.R(.^.)"rcas NMaAlu W le[ "NE0.•61nT11 PORf 2)M'-N60).6C. P EC A 04 .1 a..5•bb_-4.+6 e S � m4•6 r2.T. atl M bwi4 ar Yr w. NaIRRCIRH�MNY.w u1 CVO .P^>AF mol•4'n.Mb .ocws Mm aRa 1°"�MAc°0°N,N)v)N`o1a. APPROVE)BY N.Nwo m.M�1.1 n m vMnn1 as _ _ b Seml[A•RAMKrPeS.IK. IA5 _Vcaw lEOEeN z -a • O ...ems '9°dEN`&57.H:'YI• m ....e.,W,...mm m•m•, .o..................... v v— m n r r rrrr - ! --- - i i!I..„ iiil!ii in I a ' i • FROM ELEVATION 804-0629 RIGHT SIDE ELEVATION NO4-0629 w.,^—.. ____^`=Jam'_=J1_______ v®rnn�n ..e mrc.... —_—ii .sm�(•�ewu ® ® T— •> ,� I I r ' 1'.���lii ♦Lm M 9R aq .warm ua UU I --- �- -J -- •.::: .ow 1...m,m n 1 r .•wno r-1 .—.�........�r-r a.�mc�.a uwam. REAR ELEVATION#04-0629 LEFT SIDE EI EVATION 004-0629 a vrt. �• noa rwn>rve v ooaet.>wo emo s'�¢w�i.1°"vK�:rm u.en v Korc. ♦+Qivv m."�v+"r�s.`e�.o®o en: ,'�um«.r m.wuncrursEo eT Si�n/o%x ✓nrmara Intluelries Inc. r BUMS Or 0—HOMES Kms v11lET IupU5fRW1 P♦ w ros9i[epee mw«.GC SuivIF1 DBM $CRN.iOn,ve 1630♦ P W erven IS CSC r pip. 31 AS NO 0 )S♦ � . 4 0.. woimom zo•-e•..:-o• KELSIFB[0 NKKIEn/m Eleun :a•-H, a,-e^a u«w we A F ROVED BY rm.•.w.n m sonra'noumu3.x. AUG 9 2DU 2 5 I =' O a BEDROOM/3 _ ..,,...I-� •+^..n ,• .SR.BATH T p- 4 _PZE 1.ED SHED WALLS _ ' Y4 BEDROOM 11 1 • 11 0 e j ----------— =s---------, + - e ti'I t i q BEDROOu/2 a & -��- +�- -- !I II GA PRE No.WP 3805 GENERIC — ----------------------------------' `"�..,,,,.,:"�.•_.......�.�r,......v�.......,..n `mom' .v.• I SECOND FLOOR PLAN #0p�4Frtrt-06(�29N�STERGIS GSC. INC/SPEC �"^V "r vN>0a BPAaIFR V,n/FNLRCI NUR 7 tOFSP MOOR ALOTSF %D��R pFUFR4 NOTFa "T V•I �+� o a :epppp - = 3 3s a fi KID .a ti URNNOO� t e iJi ` s 0 FAWLY ROOM o :?Q i mar�� � 1'� � �.«..�.. Ima w,m.m,nrw.npm.lan•-uwuw°c s •� m..... 9 .�n/S - - I i � � �R v,c."`a,.p'Oc..'"`Oaris.n`m t>a 0. 1 P' "ALL + ------- P�®ZE�GM�A�E—_—_—_—_ _ } . a (, ;-NI .v,w�� DININD R00M I ROOM uOBURDERs OF OUAL(IY HOMESgOK VtWPMol PANELIZEDPORCH RI WFSTPORT 2 -B-,ee•-0'11'-0- I --------------- ------------------------ ____,__-__ __- _______I mil"'a vp"slp w APPROVED BY m sosltx.ousmrts.olc faro m m�r FIRST FLOOR PLAN 404-0629 STERGIS GSC. INC/SPEC m, AM 2DU 3 ..R i .& e'-p'c wacs �" sacr T �a.mT.cc«n+P,n c-PPppyy R. [5 AEI C WM 11 fvfiI On[nm VAPoR 3.FRIFA PNNTI TR�.Y GSKER TOTAL BNM LO55 • URRD p INC J -------=------------------- ---- ------------------ -----------, ------------------------------, 1 ------- 12 yr GARAGE 5 • I yrt _ _ -------_---J 14 T�(ec' --P. -R C X i ' fir= - ee � 1-s.1 amoc ' Iw_ ..am.®oar®uw Mss' v.a aura u,.°I w mac.,m .•:••• pm� i i vmnn.un.raa. ` y___. ______________________________J I "...—.... ' n I mm Mi_cruJ l-1 I ' ••••• •• P 0 R C N RAY( �,•• �_.. —' "—^" ➢q7e.Tire.wJ.slwE4errte oN Tw FCX-A Nw SUGGESTED FOUNDATION PLAN N04-0629 A.ewaEcr To Plor -PEr(A ro TI@ .-. N•— FOUNDATION GENERAL NOTES: ' ---- --=- oorsws4a ormER Mm m.onM a.m v4n w s4c uwnNc ancurs ME vawwn roa v.xi sv.css _ - Mvaw4s. w,N aunty EouwN(Nf.s¢nccrlac.[ ra rouNn.;wN o[s¢X sNowN a oNu rc m4c s..rolwwnoN rw[a ro w•Iu4NUN w 1. wroaN.m.NEc[sswr raa Nwuu swum ^--n ---n a[owNol(xls..allo N.rz w.0 co,owvlun°Ns raX Innorn Nos,womw wmw,E srNnuraN ron rNac svcarc Nooln,a.,oNswc uNlrs.onr rac vza ° Nw ava[-.nvaw o°°�.°ui°Dw,.s[u$4r»¢n a •Au a iumwii.—e.w I woowras..mOA PARTIAL CROP aEu peE.w ra rol>.wroN oEsrr,svu v1 °u 1Sitt.sum ruw io.Im wcu ono c°K1wwl'�m.c°cooEs. ,••,• [z[C,n[O H/tN[euaKR'°UC[N59 DMm+L(R w Mc4rtc..rtx acv[cr ro sac sty ormnca Nm ,o aE an rw slu Mo Nralrcwc oowu�Nm m WNan6,MnU68[C r [oo (IN.ppl uro Na uCCNHO 4KNrt[R OR[xa,EFN C00L°.MO....wXfA MPUGBIL ACGIMta,a.M([C TO u[(f UUTfwC 501 CONertlgll M RCSPatpB a M(50.ttx 1XE eall%A'[MO Na lKEtaCO C L`etw(E0. 9. Nl uE 51M[YENa Y6(ipu f°['E(K rWNw1gN U Bu[wa.3 Mc'° ,m[C,bu..(,at2'I MO SaE MD/Oa CCN2a UXC4. ' 'ow.°*Ncz.rw.0 rano.raN tyro oEvui caoss sccmxs 4¢onas.amroaauc salmuus. roornlo.swam.w.u,coXaaT[ n[wr�oNs LI I/[ ' . ' Y'�,�•) LU4RINf NOTEC_• 'n 1�rc �� ,A T.vru-n I • rrr '.4 ss,u,..br `b m. b.to r Li'u°m..�rm L y;�Y n r n•PIrJI SXONFA TWIOt L.V. iYPIG'L KIrCNFN SINK mwb...i°a',.i'ub.w q.b.n s um rr Ka.rt.. .°wUf°CiUREO Br _ OR..w/VFM ➢ILVN/VE ORNN/KM u/vFNf �•f ol �t> -�dlt ., ..e.(-I2n n...,m.n....m,l,n. Industries Inc. .fU y r..m•>�,x.umub.Ir w.LL..a..s,ue. A. NO WIN Or W411T M-a [IIp(,' 9v ' I rw.•Ow t' —sm V4CFr ww51 PM ru' w av M b r rw.....Mt<row.. ��� rt c,..9,�a[.TPaa 1')fwt .Oa ressOtL,KKO PawPc[. SCRWfw1.P.IBSO. r N" T molA 9NY,°OSwC�i M[ t IC } !.�~ i �'� +°r ..M i w.m M r tve../s.a-m.°Wbem••, es aR Nn,arw rma� ,//!w�^^`�� • 'r INC. PC.t c s I i I cd io.«a.,. . ..°./°.•. ter. sa➢ a._„: /a•i�xru I — AL ➢a4rri i vrNr ';,N u.M..,m e..w••w.,......m `` .ae s„e 00 0'." wEsivwn n•-e',..•-o•s°•-°• - I m;, s°'"0a..:....Ia..L.r w..>•,.m.m.' Nw ,N, b«..w."�••••���.mm���,a,wn lam.u m°L laasrzam Mc �v.E.n.Nv, a.�m b.n.vNlr.,v.v.ol...i. TjY,TICAL SUPPLY SCHEMATICS Trvic u4 Nr/ N`"-"'°""""'°""'m' I nm� ...au.. xiui°. ••v'°�'b'°`I'r•tea In'- I' ...,ab. m•.....b. io nnn�n M s,a.«»�n..a...�iw a°n�'.. I,...N"[ snm[n APPRov®er m sIwIL1.'.Iw°rn[S,r(b1' �WICAL D.W.V. SCHEMATICS na, e' AI1G s MU 4 .�NN a oa Na 4aa ro a Nao BMWs-Ws- 5.. ELECTRICAL •• yyeCIRCUIT SCHEDULEp LEGEND C ...e M b O Kw Tor wn e so.�-sol•wem _® O Si .02k _ wmn/wu xv .w mw s -•���••� NgLL xe ,,,�vmea ,mcw Io•x a $..,� I BEDROOM B3 eoaNa - a°l,a al'ao ... BR.BATH En e - rtoaad./, T lNW. myeBEDROOM 01 e 7 11 ,e wW vrvan rynl a CM It m 11 x ,a 1W - - I .�. _ ___ Ia xnarN(rn) MnCOV,,c. rr .y_—_ '�•�c� - _—_—_—_— a .,ma tw11.1 NIMUo t...l • w�,.� \` BEDROOM®2 ] y'*' �•, .�i � I, I - -__ ��• I �.ry•:.••roc-v�i�_�•,._._.. gC,OQ0 FLOOR ELECTRICAL PLAN #04-0629 _,•�, „e• ..`r" ' ENERGY vuErs e ew�r.s2. .qpe pppp - - a •x> 1 fi l oc NO: x•1 e --------- . �• K "Lti ij Ito , a I I ") KRCHEN'Ixsl y I 1 BREAKFAST j O \ ___________________a 1 n s_°., \ NOOKII ». �n,xma ave,ca Mmn[n,oas[ I FAMILY ROOM 1 1 1 • II 1 ( .x,��1•�1 nru I ms."..fl• I 1 m -- 1 1 `\ x � II ' I ,K se v2 R..Aux COo6. x ',/ R.1 1 a sm.•xv Iwo coca. PANELIZED GARAGE rrias� _— _—_—_—_—_—__ . .�non'w.ns)nn A .. - -------- a m A MNG ROOM ` I tnl DINING ROOM L \\ I I I _____ ec uaut! j I IsTlxREo Br I FOYER 0 ar�nc. m_ S—�_--_---- sc. �.. � Industriea Inc. _—_—_—_ ^ reawxU 9aAD co.sA,mia BUEDEAS OF W.LIIY NOMU, •on rwm,w,oux wwv.numl I .ea [ram t0�ws ,o L .EYSER vIll2Y X OUBIRMI PMF yuP .PORNE 1 SCR]Nf(IN. BSW I I q OI dean/0.an: wn 5.. NC. RSq•a'°' B eR j { PANELIZED PORCH ROOFS(•) { 1 v '• G" L____________________________________ ___________ ------- smom a-a- FIR T FLOOR ELECTRICAL PLAN 404-0629 aECTs,Enm r .«_ovya�a- CNERGY GASKETS I b roI b e.e°q.a w.a• APPROVED BY u B•mxEn wlxrsm®.as umn •�mI%�maxoirt�u ONC AUG 99 2OU IV91 t9 TwP we 5 • RaRB FM [ACx'e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel..,, 6o ©- [' J"Applicatiol # .�GY�P7g Health Division Date Issued Conservation Division " `-Application Fee Planning:Dept! E 'Permit Fee Date Definitive Plan Approved by Planning Board ; Historic - OKH Preservation/ Hyannis '. Project Street Address q/ P��c j V0, ; Village mip SL 136k m e of I Owner Clo l��w5 : Address Telephone S Z Z J Permit Request ��f—�~ o r;•. � 4'«'7 fir; � Square feet: 1 st floor: existing proposed ,2nd floor: existing proposed TotaFnew Zoning District' Flood Plain Groundwater:Overlay Project Valuation Construction Type e Lot Size ' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family,10 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing! new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name " �' �j ZS 5 t01- 1 /o)W- Telephone Number so? 367 33q 2- / 1 /y� f Address 2-2 G L/M l 1 ' '111 14CJ License# q83 56 &A1erU I,e /VA OZ 2. Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE / //0` 0 3 FOR OFFICIAL USE ONLY c APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION t 4 FRAME Mw INSULATION 8./N S -71-L �Pnt L�Sr r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT _ l' ASSOCIATION PLAN.NO. - f p s g S� I I The Commonwealth of Massachusetts Department of Industrial Accidents r Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov%dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): rl-I Z, cTrbsCl /erti [a el— Address: 77 Lu r, /V &aJ City/State/Zip: v c Phone.#: (�06) 36 ? 3392 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2: I am a sole proprietor or partner listed on the attached sheet. T.W Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other cbmp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Idontractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. hsurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage.as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 DU for insurance coverage verification. I do hereby certify un p nd p ies o erjury that the information provided aove is true and correct. Signature: Date: 7110.102 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#: i - - ✓srz Board of Building Regulations and Standards .t License or registration valid for individul use only /l before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR - , l Board of Building Regulations and Standards i Re isteition: 161869 9 'i One Ashburton Place Rm 1301 Expiration:;-s_12/3/2010 Tr# 278382 i Bo-ton,M.a.02108 Type: individual MARK C.GROSSU .N MARK GROSSLEIN 77 LUMBERT MILL RD.:::;'..' C�i _... l --wit - t signature---- - CENTERVILLE,MA 02632 Administrator Not valid without signature :. Mastiuc usctts-DeJviftMcnt o f Public Sufct� Bo trd'of Buil(liny 116gu ions andStand ads Cons#r�u 9 License GCS g8850 r AM,: Restricted to '.tG >s MARK C GROSSU. 77•LUMBERT MILL RD. CENTERVILLE MA02632 v: Expiration: 121312009 Tr#: 2725 ('oIII missionet` 'Town of Barnstable Regulatory Services saFwsree Thomas F. Geiler,Director f�► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �Ao '/ 1L C—rp S SI e n to act on my behalf, in all matters relative to work authorized by this building permit application for. i v .7 v iy L , t,� . .3cLx v1 Abu', M (Address of Job) i Signature of Owner Date Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. ;, Q:FORMS:OWNERPERMISSION Town of Mrnstable o Regulatory Services Thomas F. Geiler,Director BAarasr BLE, atnss. 1639. ,�� Building Division ATfD I��A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 �^ HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: number street village "HOMEOWNER": name home phone# work phone tI CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as ' supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner i, Approval of Building Official Note: Three-fanuly dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC �pFTHE Town of Barnstable O ' Regulatory Services s a r s soar a MaS& a Thomas F.Geiler,Director y ss. 0 4'p�en�;rA�e Building Division Tom Perry,Building Commissioner j 200 Main Street,Hyannis,MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR owner of property located at r L� 2 V-((<'Ja\ D�2 �J-Q , hereby certify that )6 R(!V1 n� is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#a.0 0076G_M__1�T_ issued on O 2000�. i I understand that.the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. -7 JiL41 t,9 PROPERTY OWNER DATE q/forms/newcontr reference R-5 780 CMR rev:080102 Dec 23 03 11 : 13a James &' Mar!:j Stergis (508) 362-6-595 P. 1 sr Homes Cape FAX TRANSM17"AL Country FROM 47 Oakmont Road DAMES K� STERGIS CummaquW Ma- 02673 Bus. (508) 362-8362 Fax (508) 362-6595 E.rndil: james@countrYcapehoine",.cOm Date: ------- Co: F X:a of pages . RE: & = Conunents: 0 If you have trouble with this tr mT,�;sion,call the office at 508-362-8362 and &%k tbr iI James. Dec 23 03 11 : 14a James a Mari Stergis 1508) 362-6595 p. 3 i Y (LASHING 1/2" x S" BOLTS W/WASHERS AT EACH END , HEADER I 12% O.C. OR 5/8" x 6S" BOLTS 0 18" O.C. (STAGGERED) CKING E 4FLOOR JOIST SILL 2 x 10 JOIST 0 160 O.C. IM JOIST �OUNDATION DETAIL "V SCALE: 1" 1' 0" . ?,,self-5LjL -�-o 2 SCALE: VA° m 1'0° -o Dec 23 03 11 : 13a James & Mary Stergis (508) 362-6595 p. 2 ;r--2 x 6 CAP % -4 x a 2 x 4 SEE DETAIL "Co 2 x 2 IF 2 x 4 DECKING W/ SPACIN 2 x �o JOIST 9i 16" O.C. ,? x/;Z RIM JOIST A x & COLUMN BASES (CV-SERIES) ` r � I GRADE VARIESA ! 4 x POST I i 6° MIN. i I I i pCCIC ��TAIL SCALE: 'i" 4 IV «° x 54" i ei''N'"`2."r?'e ��'�"'..'i�'�'?!r''�y.:,.r'y:�'�.%+4...,,,�., •�:s�:,yry�,6�hCK,�' e.�;1.."Trsf';y tifiv _` � �,:^i.t:". `oF,NE Town of Barnstable • BAR A-QLq E. Regulatory Services MASS. 0S. .. .� .._.. �D,FCMa+ Building Division 200 Main Street, Hyannis,MA 02601 j ! Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection /y/ �f,Wc/CifL Permit Number� � ZOO�� 7 Location �7_,/,, Owner 7 -Oc-(-4 Builder �� �G�� One notice to remain on job site, one notice on file in Building Department. The fol owing items need correcting: i� lNscc� -ram gAav� S,N7-�oc� env 6>R�� ? I o4 Please call: 508-862-4 for re-ins7 pectio . Inspected by /v/ C 7 Date a r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET 7/ NEW LIVING SPACE 7,F �Fp 7 ;7— /.V&r—)square feet x$96/sq.foot= 2—,3A�;"OZ2x.0041= d plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) I GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 RESIDENTIAL BUILDING PERNUT FEES APPLICATION FEE New Buildings $100.00 d 0 O' Residential Addition $50.00 Alterations/Renovations. $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ,2 O G square feet x$96/sq.foot= a YG 0�6 x.0041= % k %• 3 / plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.004-1= plus from below(if applicable) GARAGES(attached&detached) n 02 y square feet x$32/sq.R.= 6 x.0041= t3 l- SAC ACCESSORY•STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf - 50.00 >750 sf- 1000 sf. 75.00 >1000 sf; 1500 sf 100.00 >1500 sf-Same as-new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= G_ OO (number) Deck..-. ... _ .. . x$30.00= (number) Fireplace/Chimney . x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) . Permit Fee Projcost Rev:063004 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'S ? Map i Parcel OM 01 sell-, Permit'#- HeAh Division a U k �/Y-'' — ate Issued O Conservation Division 9 0 O /V Application e ,Po- � J / Pp o� Tax Collector / f01� — o � t�/� Permit Fee 7• T Treasurer e` 7 Planning Dept. OR Date Definitive Plan Approved by Planning Board 0 f—�y 3 �ny� T70 IlS Historic-OKH Preservation/Hyannis � Project Street Address 144 7fw"e- Village w2ss Owner eS &Moovu Address e�►e�Ge )rtuD e Telephone 5Zp>I�,��. � r � �. `� ""cyq fv� �� -9 �— cue Permit Request W1 Square feet: 1 st floor: existing proposed (.5DD 2nd floor: existing 130 proposed Total new Zoning District R Flood Plain C. Groundwater Overlay 7 Project Valuation 15;�O:cT(50 Construction Type &,AcS�km Lot Sized Grandfathered: &<s ❑No If yes, attach supporting documentation. �1 Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: O Yes ❑ No On Old King's Highway: ❑Yes O No Basement Type: I"Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) f S� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Z Total Room Count(not including baths): existing new / First Floor Room Count Heat Type and Fuel: &G-as ❑Oil ❑ Electric O Other Central Air: ❑Yes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing El new size Pool:O existing ❑new size Barn:O existing ❑new size Attached garage:O existing CM/new si� Shed:O existing O new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded O Commercial O Yes ❑No If yes, site plan review# _ (� Current Use ASZekIC.I l - V\S - Proposed Use BUILDER INFORMATION Name c Pam`^ J` �i� Telephone Number Address �—t L� Sc �^ ����}@_ License# C-� O`A rq1� \�aC�ev.45 Y c/`� 1 A 0 C-,�1 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RES ING FROM THIS PROJECT WILL BETAKEN TO k�15 V 110��1G`G"C�YI�� SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED , MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION 41 FRAME f.-( �'i Td Aiis�%^ ca"a k ®fie / INSULATION FIREPLACE ELECTRICAL: ROUGHM FINAL PLUMBING: ROUGH Q FINAL GAS: ROUGH FINAL FINAL BUILDING dn 14 N C/!! y �� - > DATE'.CLOSED OUT ASSOCIATION PLAN NO. f t i-1-77 P.002/M F-00i Commonwealth of Massachusetts Board of Building Regulations and Standards � Njanuf actur,!d Buildings Program �3IRD P:.RT'lc'INSPECTION AGENT CERT'gICATIDN BILK LABELS This 5e�ctiu:n to be comvieted by Third Party Inspection Agency Please print or hrpe-tiNITS MAY NOT BE SHIPPED Ci Ji'iL jUS CERTMCATION IS COMPLETED and COMPOI�'EN'TS ARE LAEELLD SEC+ICN , - :.vi.,%.OF aLiURE'R IN'ORMATION (BLrs',rorms2\zr.fgthirdpar:yceri-AuriL 2004) Nlanuiacturer :Jame L1S-A C, M.C# C S ;dress E SQL U � .d-If- 54 T�levho7,� - 4 ri 5/� 3 Fax �70 3410 3>3 iVI3:ii.-'_ress SEC I';ON 2- "BUILDING LNTORM ATIOI\i BERS\DP5 I.D. # �� T� - d . SheAf p D S S � -Se _leap Construction Type L_�17T'lll1; ��_ `:���:[� t',•I::,�,,. hereb`' :_erdiy that he units idenafieii on this form have been ins•eected and arc !-.e I UowiAg codes,as app:icable. �'�assacl�ti;er,:� State Cade (7,0 Massachusetts State Elec-.r-cal Ccde!527 CNIR 12) �lassacruse:ti.:ia�.e Fb ibing and.ueI •issachus-2m.: chitectural Access Ga:; Board Regulations (321 CNIR) t7:S Home ( print Name) Thad :-'BThl Inspector(Pi:nt Narn2) 2f�NK �S R O RoBG2T Po�4i 5 IN ' tt ec:cr`s �ignai.-iare Third Inspector's .�ignatuxe a .N.�.,...... Sc:=.TIO 3 -BUILDLRjDE LER/CERnFIED INSTALUm.INFORti1ATION Bail:ler,'r:=ai�.r rj`TE (r(• S CC!NST UG?lGN� 1I.P--dd.nss / aloe 90J jE — 15"(ACl'b?- 4lS-S 02& 3 Certified insta i•eT - Uj E n&g ees Licen-,cd Cons.tnicti:�)n Supervisor W p-T%Vj% ,E License Number: 107-3-3zqML. SECTION 4•- LA EL.t1701F l MTTON;Indicate number oi`ooxes and number of labels required) `•:i,mb?rof'Trics Label - umbers Issued: 4 r.:c1raChtYer',::;pric=.1 7640 V�nujn.c:ru:�Pr:::'via l wapal G. AA, V 4 Designutic:_ Dal At+ OF/4 4 Theo ginal form shall be mailed to the 13BRS/Department of Public Safety 167 Lyman Street/P.O.Box 1063 Westborough,MA M581 Kimberly.spencea dps.state.ma.us ' 1-7- oXi m n & ' ƒ2 �© �2 • . ��.® . TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY r PARCEL ID 110 001 015 GEOBASE ID 36850 A DRESS 141 PERCIVAL DRIVE PHONE W -BARNSTABLE _ZIP LOT 34 BLOCK LOT SIZE ff DBA DEVELOPMENT DISTRICT WB PERMIT 81431 DESCRIPTION NEW RES. MODULAR 3/BED 3/BATH ATT. GARAGE 5 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: ARCHITECTS: Department of . Regulatory Services TOTAL FEES: $25.00 BOND _-$.-.00 z CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0 MASS. BUILDI DIV ION DATE ISSUED 12/23/2004 EXPIRATION DATE Y • n , ' a TOWN.OF •BARNSTABLE ,BUILDING PERMIT ` •�' PARCEL ID 110 001 0 5- GEOI3ASE*. ID-.,36850 ADDRESS 141 PERCIVAL DRIVE �--= PHONE W BARNSTABLE / t ZIP - LOT 34 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 73807 DESCRIPTION 3 BR MODULAR W/GARAGE & REAR DECK PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: STERGZS JAMES •K. Department Of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $1, 171.25 ' BOND $.00 pF CONSTRUCTION COSTS $284,448-00 101 SINGLE FAM HOME,_DETACHED_.._,1 PRIVATE 1301. RAMSTABLE MAM . Eo n„►r BUILrG DIVISION BY I: DATE ISSUED 12/24/2003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. i MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR I ' 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- I (READY TO LATH). ANICAL INSTALLATIONS. I 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS� I VISIBLE I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I I p/� I �"21sp+ - oH I 2 :nn� — 2 I I 3 ✓ o/j 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT I; F� I I 40*72 / 2� 'LZ—c '-1 BOARD F HEALTH o o3�dQ� OTHER:►yysrkwAA/5r45349 )5aa y1Tdf1_ SITE PLAN REVIEW APPROVAL I I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. ' I 1 'ar r L BWK�PAGE •j~ / GlI�TI/Y TiYQ•Ir Ti✓/J �LI�N A/�IS All RO v.YL !/NO/R .Tt/a 0✓YiS/O�/ Km31 2k 1V•X _ � � `� _� � � 0!!N PRC�ORIIO .f�V CONfO�!/Y/rY CONTROL LA}✓ /t RiQf//.tt0 IV/GN s»u�rr �� - ; �,.ir.✓ rvs Rt/L�: ANo �s0L-w Ck�rioN,� Jr. 7G/si _ •/s.. . s �`Er \ ` o�savi R�c/artRJ as oiso:.o rvs OA/lNJTAILI i{L O�/N/N6 sal 000 .t{ ,r_e�7'�.tar.i - :1L: _��...7t.• - __ �:tj' /� � �.0�7•o �v!t �•.sii �itL6/.*T LO tA�� s[••4 r�CY0.•r I .. - S ri ad- 4 t.AL77 Fe �• J r:�s�«• � �/i� V °' irIA i %N �, / C/R7/AY T1VwT r///S RL.rN J✓ws/1/.Ioi/ V ►,' S 10 \ �t a • a v' wCCt/RwCY .•vN0 77tiLIT TNt oIR/'►.iN/.vT 3 C.oL L /'r I000' 1♦ t v /�• ....•• 3 m _ � � i...o.> t• � �� Op.WTS s/VO�N ON T.YI OLAN !•X/•?T ss.w .tr/. L \ \ a K gf - a.O•p O.*1154c •w! 3�NOY/LN Q Q C IC-1-v- -� a lALLCD N/b~ ao /t/fG/.�TlRlta iANO s[//CYtYtaoi �•�r�: 3- �- 8� Fao "<.Iro L wr AV 'Mol [a., •! QL O •s.r f y� ,r _ NOS s/ �r.s7S Ca<.•VrY 1p.</N.1JAwoos •�'o. a K /•st•07">,!X.t/S �S,'y l •�~O!v � �•eN.30 [� .'K 0 [b•7!A•N.4r.Q/4K �rI 2/O 00 �C Lf' sIl'T.o•F (ac• sr.oc� • �� ma • 'J/(IAt/ (ka s�+e;rc q Vir'yl .>v w ,? .�arvlr a�.tirc.o.�o� Ct�rr�nc of rw S JiIJD'o7"F '. I•/1.17 .•[ �• qI 11 •Y•b•'���� a.r rem, IA 'rLi.1�• 717JHN Or IwR/a/STAIL`•+Y.fttY CfRTNY . / � [•AM O/ [•!>t(i �.2 •To;�.W O• A fs O y t,' 'oY iIP/L/G•INT•• 7%6Ir riVt NOr/CI OI.I.Y/rOY.rIL 0�71V[! /�, �,.•••/ • �- /,YF� ! ...!/ .�r/n ( 1� �j / fs ~'4y N.II/L SO A"W^ I4[A/�OY P^.ff I.I.fR7 ibTwtt l Pt ANN/N6 • i��• 4 S M jli�/ •d W _ OOw.tO > A*4V RIGI/YIO A^A&~C4*AWZWO a .7�5. Lorf \ o> ire .•rr ry•r iiiitsr.wlo.w.rbr.,es ar.w++••ioc aEY L• vvtassr�. i�• ; .!4 7017/ f ° b �•.rn � p r7//r } r.• ._ •cy.1 �wf.titi/Yio orris ss►v nr�NSY oww U t 4 11 ° J4/7.l \'J 1 Q . '•••.,,•� t •w..•.Ir,.... .ur.•-. .w<..� NlXT A/Tits atic,�I .t!°c•o/sT .i%•lo .�ctialso. n f„7 r Y / pt XI/•A••�'�•� rf \ ;<b '>" •.r •{/i rl.w.tl►ww.n r Ir•. /N6 Or.IMC.V NO 7,ArAr .wirlevc'i ti � � 1,sD'�'6 8•°0,y `ti'f a'�+ !' 1� ./�///;t / � i: O �� �« aq�`Y ® .�� �.•'Mr 4s F°. ti1't V I � ! 00 � O if �.�' .����� � J.f1.OI•f0"E<Mr7Y,� 2 .�y7/.�, `'� �jr.\•s�.�.y` OATLr �� .vol.si.ro CN/[SQN (/2 $ S s��•a sa• e- erltw. i* ;� •/11 ,`r //�i- pro r./r • u�I (a 7OJ✓N C :W Q • �tio ; •� �'• a y . i�r�• �.mv JA71l.!J144 .1tT► 1• \1 S Y �e0�. �wvNG>IOILI// 0 2 � � \..� � .ors/sf IIr +sf,/ � g ,,•l/' .o° ;�,. �,• / .r,.,- '-- 7 � G. : � . 1. � v-a.. '�. / l � �:. ��a0 2 0� �X r/ f! d. tro.•c� /NTt�iKY/TY C.VART ✓lNAf/A/S �. � J�.Mlt 't•soo '�• or y I�I v'Z+' � .I' ,8 gRCA Or sbTAi ImAwr(O+re+f/ JtO"'~OF')C AFAW ' Il t /�°.A +� •• � � { as� ••o• a •�...a,.d to A.rlA Os'7p7w4. rrwcr /i•IpV-). liac w 4 . , . . . ttictsirl•.9",la •vm t .r ccw .f arcrL.orvos. . ' O � `� .. C R•^'�>•, OPEN � AR FA or t//•KA.vO?/jiry Jti'/GO/ ,f 'F i,� �,, erg, w. dr.V of o�iv- /W~Ci/i aj . . .M7itsj.JW&W.r I t /l�' ,a • l� Z c 7/9 'v: a ti ;t• •�� c 3P/l C E WawOs✓AY .1/r/4S1•t0l we 1 1 .� .!O(./. ♦ ♦: Z 6 1 Q . .•,TOW of LOT.=. .IISI;W f.K06,c 1 1 I � � rr.I! I• � � rR�/Rrf�ti _'r" 7 . ft�.t 1 �.�•Y.= -t. �- r� � � Nv/'►OL.! oR Lo7J•wLLo�✓IEo SS 11 1 p J/ Ni �. �) �•n � 4 � � � q �V ��iN'r.1 �• © p V C k If ZQ .v<✓tiw<R oX Lo7a OEJ/Gn/fLt .Si w �• 1 \ C i��`\ g qp0 O��o�1� v / 1 �.��°✓ JGL71rI=� ® 2 s«•�I'A'F.+ ! 4 ,� b.� � } 0 .I.Iore� .,+� �, , 'w4 L 1�. • / �{ y �, $ \k .wtsarw t `•��ti r If. A<'F °0 1 ,fls� ••�.t © •n .�f,'cylrf .. .. F - p .isscuO.ii niw�. /io . 1 Z ��ti` af• Z ``.p' .� �N•G/piy •• 4 + ��.. ./. A r.a. 4 PARGLL / 1 .nrw c.♦s <[ /L!/+ws 1 �� /�/ ♦* Jf>s/ r� " s ,•r*? r.' ® ``y ,/7, '� y �(q?•j 4 •1 i RI OENCN//w.eK /L •i. � 8 X ' `�" � a .n•tr• QAiI/.M/hr3A/rfLt 1 V 0 - © �' 4� •M I �a •'sit ti O/FN S.Ircao'u•F O t tG It><[- .vsu.a.vrt ti i alt�770/ 1 ' + •a a �l' •per ® 1 i •: ornner" es s. i! ur S►•4- o �,, t �, � , n ��t 1• . '�(,�� * %!'"•� �`' .I..r.�s.. Zy,► �� s.v..s sa•/.r opal cr cvry ywra op/d/a.Wlo /n/isRrnoots 1 t V'��. ` ���//l'�. 4 Z rr o `E•. 3 0� s w";r/ M /. (7tNN/d G04Kr) 1 , Jh i .rr �...Ira ,wwr •/ ••/ � �\ /• �, �. � ' � eo � C $ $$ �• �+• i � g \ , .tirFvwiry � � ��f v ® � + .•1•.a�oo ��I�y•�rl�tt <_` *• i �J �'!r � �. .fir►/lJf � n r•.wam Q 1.( � � o� / M /i Ti JG 0091 t-.a / <•.a.c r. s s. �" ' .3��t/. Q �� a. .10�/6// 1 .r.IoYi at 1 r�. f •w.Yaon.�..•�a.,lpi•�• ; u • 0 1�•9 \ �`"A.. �•F_ „ t!L / f sue• <•tsAr 1; M � •• • 1 SP/'PCE ��0-- ♦ a1 J ��io e� a.tv / gs+�rac c�.t�� A,� 1 1���' p Y .7.�LYJif�, I� v r;• �e ms �Tss'S7•w• •• rv✓'.�:•r•! �� �� 1 � O�OJ/f _ � a♦� ® `'a"''�� � �• q' / S �� �!� '��•s .37C/EJ/ /a .��7I4/ > ® rJ� a <. J .• v 4 I 1 . umi,4W4/ r y © c 41 ••,r .va• /r�ro s.tas'.,11 p k i Y 1 1 -•-__-- �'d(/�•. �< _ � -'�<•�l � 3. ,rr• JJ' .f�' �/•', a 'tit ® O� � Y i , ; �'-- .�`� .X ..rAr a w..00 / > taa.L. G �• f. v •ti.. � Q , <♦ 1/� ; ,I, �.v.wc• �� �. ` .•: >•r r.o .,, .•r� u \ -ti• ti.J t►.i .,�;III f � ,4/EEICES' GROSS/NG 14 "V, Y tit ~ 'r' �♦ �, g{� 2 OOEN JAWCE DEYELOPNLNT P[w.V ��;A .♦ ; � � A q• � ( . '{ 4 � a w�.� z . o •�� � 1 Z S(/so/Y/siON I�s.v/v Oi s.vNo //ty N as 1 b / !�® .ti �sr�``t y ti \ `C<MY ►® 'E.e ti nlLo•.r0'/1•E '��� r � o` 1 � � � 70� V (� a �„,, 1Y� �- Q/ a► v. .�L►'}�►f/ ` 'Aail ,l t F �.Irrsiwo 1 1 / siicN�rir>•s - 4 1' l /It! luraw a/,i•�r ti>r ..�� 1 ,� r ✓;J�Cf/ ? J�o*7/ -s/E /.►! ,,.,,� 5 $ ,.! �/gRNSTABL .+ E, /`1ASS 1 /z .7dC/f.�! .1G1C J/ ,� r 4 1 A(/>/i/OV•t7Y g Il�oo •rIS 4l s7 ~ '•.tiR Af`•V'� j �h I"l• /►n• .ws.00 /i�s9 4T �. A L. � rs`w•i � fO.T N. M' OO• SO" �<! 7•!<l.o/ - - Ac/rA/Ott/7-Y 1{ _ _ _ _ _ _ _ - _ - _. riNS/1CIr�TAr/ON - ♦ZCAL'r t1ICJ/YILR tl/►Is hgrF••,♦r0 LOT All ZV VAoN a✓ rie's I[.W /1G•47ttACNLtflrrY DAY I CA/CL N. I .Y 7.rrar?M.tT.r77LiV .AV7T/M/TY afFA LAA'! GO.(/b'14AriON I I PNit// H• I tAy// .wv0 A/N1.1�YlO/N Ae'rO.tQ•IMCt >tr•/TI/ MTN 7lty C✓!N S/MC,L .tq/OlNr/qt O/Y4r[0///!.a/r ^Tow.i10•K! O/~4ff I 1 S4N/N6 OY•[.I J✓OR 77V!YV h4V OF eA.CN- J7AOL! dNA[[ I! fnYl.0 JIbdY/qrQ OOYtl lN6/NIIR/A•16 ASJOC/iI7L�S, /tiC: f7 MOi.t/N AYIN[/C i./L/YOL/TN, NA'?.S �t13 � 99 *!,-BOOK PACE-0a �/N ` / G/.(T/f•Y Ti✓•IT T.✓/S IL.I/V NHS .•/II RO YiVi UNOBR .TL/4&0/Y/.T/O~ M1131 Z FV•a 1 �//LsN J' IlT' 0!!A/ PRIAORIO Av CONFOAT/Y/TY CON TR O< L-w 1.i /s RiQ!//c�to RL/LIS .INO ArBacatgr/o.VO ff, io0 si _c:/J•. * �. \ � OF 71vi RIG/sTSRJ O� osl0->r,O/ T.4/t QA.�NJTAILE AL.A�/N/iV6 OdIRO, / - �.iis/o ` •N r 1 C OF NASJgCNf/SlTri t •��`f1�0.77 I, ..rlala �fGN `M •L,pt.si � _.. _ a-�-n� .11:•��/...lt.' �� /; • �t�` Cp1 p �, .Ib �. p.!♦ i•big �/�t a, 7- t0 L4Art0 -r"MMCYO/r L.//.1•J f.Ld 7 oil tA � y. Z '1 / L'tR 7//rY T1V.IT TA//S IL.IN 1✓A.T/'I-IOTA 1 •i. V e ^' • 10 le r,.u�i .�iCAL C /�•IOOD' 1♦ ACCL/RACY .4-VO 7)KIT TNt IIR/•'A.VlA/T (��yy ►) I` y Vt k v v / 46 � ysr�r + v pOANTS s/VO>yN On/ T.YI -OL4N s'X/JT �► 8.� Qr 0[O ewG�/�K! •..L•NOY/GN pp O� •paro ws awm 00 0&7 sY :�i' n� •1 Q DLO - jrO C'/LLCO NRbf f.00 -t�G/STiRsO L-q/�/O sL/-R vsYta-Q overt: 3- /O- g� IwR,vO ,r _ C•Ol.M/fY lOMN?JpyfRS a A( It'O7. N Li♦/I/�:.v-♦r d AUDF J.ti .mo li0.o0 . p .b•�/O,y yrf' Y 1 c, t a/rr.v'ty (/.,�• s✓•OL� �� ` I�O s iJ'1.'! •fQ t S /YN•� .79 .{ w AWNI.f LiJ'/CLGO.IO-1 / OF CL L•�K TA.W '�•�/ 07 . `= FitwINK Lfl /UOY sss�vo7s +« >< /�•r. h .r;7 cgyN � 7VJvVV of�ARA/tresit�.wAtt�Y csrRr/,�r .<'!�,/ � 'r'p �/ •�-<•• t'/LAC �¢ 8 j YN APFL/ri•/NT•' 7%fIT TA/L NOT/CI OA*.+Aw�,t OY-wc N 71V4 �l a•• r.10'♦f JiiN ••� f/'L ♦ti ti s av N-II/L sOsw•w /�1LA/•/Aft' 1--II.I.tArt?TAIL/ PLANNi/VS A. •row-7z. .i seA-�o J/-•I ltici/Yso o..\o.voae�La .. .r •'tr °:�v y� IVY-T,V-1a< OfF/CI.ailI ADO AbTiCQ O/AIA Arft vw7tvsr Iyw•NCEL = 4 36 AI7/ f '1�`��' O y° .•Xn p hoX/iiaEy Z W oI ,e •'1 • u q 2 � JT P �- .v Nl7//I ' I \ r ia v•-t �l';Y' W•ww.w•►Ir... .•..• f.W'.... A-♦s R�tB/Y oYtt 77MI Yfr {/ NxIaLAC / .!!Y/T/J✓i7 vAaiKYO a+ewcta r • t y. ,1 Y !•J/cv t ,' � ij � .d. s'vy.�� u.w•a� 6 Ova SNCA/ NO T/ICt -H/rJ17lJa'I. \ � � ,/.fJ/ 61 1 �•f ti �-. � ' •7/ i /� 11 `�a � �. \� J'ob�'' .� < 1 8 Soh ti O ce �f - d ® 2 •s(�fi/Jj sJr� •. oArt• �MCOG/�rLP��.. � 3.f1'Of'!Y'E sMef7Y, �` o, / �•4_ � -volvr-ro Gw/LSLW 1 1t �.� „��, �� J� �� J� • s..s•os•Los•e, eJ1rJ•► � .ixu�/4 1 �••o <J : c .�114 �1t•t: JSlG7 if �:." �'N ® l•r..• ,.w ;- ♦L / pu � .r/N a 4' J4��f/ so/✓/v G•LORK i Al.r/LLJOb'E 1, Il � � ♦ / `� � <`.'!CS tltA �• � �f � �•• wa.r �1 13,w �`' d ' �' ./1 l• or Q p •1= �t- `ate' �s a y 1 �' ..,�- � J4.leG/ � � •!C�/I/j. y ` F ® 1t / It / "Zoo RINNOGILIN t jj J/' + .�«/S ~ IL tl�If 'y t/'r► .vo'o •�•�' C. .1 . w ♦ f II /v. $ N/r' �.c` '. i� / .r,,yo►. /NT�iKf/r✓ �ii/ART ✓!NK/NJ . jl ir 10 O•too CP '•t. C Z e.1 / .i! ��p pl _ �'h 2 L/ j ../it. <L� a+ . !Of)'♦ J + ® !( 'I; I ''•4 <<� . .'�w��o< y ''� .vwra`r.v io x A-rXw Oi7L7 wLLT.cA<T (ict•ON.,). .,lJ7"JWf ,N 14F-9 >• i S O �� �yfJes<`;i DR ro �. 4 poEN im .oa v of uA1cANOSs. /Kx!/ll•.11t06 � ri �' / j s sf ".> ": O � ® • •• � h � � /swj .{srrsr/l/ .cfros we r+'� sP.�C E //tsM«j . . .M7,/"/.�.60.c 1 s �I c' t ♦ ,IRL-O OI AA'/N JIIICa •��7/q7 3 :` ,♦� .�-_<• a w.�t v of .e0.0Os✓AY . . . . . . 1/t/GSl•*0'I 1 i I ��/O�• J�� ' y�� ♦. .2 �y .�.f.!/>/ 11 06 j1 � pry+=►" �. �y�•� p + {� '( �.Clv of tors. .LIN;tN j.K/L.c /' N•• c, � �.e .,,RIC/'Rrf t `, •►i f�' 7 �"".:�� � j � ( NvrsL-e o� Lola•ALtc...�ca . .sS 1� 1 Z c ... ^� X Jwc✓' 1. J. 0 ♦ ��.�•;ti ¢. v l 1 u t �� •, � 11 � �• © 8 Z /vv/�oLR O� Losa OEJ/GNIQ ,S! e `, Z \ 2 / jo♦. ♦ / c. 1�A to ♦ J6j,7�/ t 2 's« it x ." s / 4 C +,\ !/� �. ��/,'+3ti ay// �•,1u „�o� 3 I `'. \ / o///eJJj��\ Ir W:!`! • c / / 1 �. g f� .uoo xr s/ ZONED. . . . ./ti N IJ'L1r:Ji-F. 1,oy\\ r' 2 / •)2•/ C f�f� f'Ib�� © .IA ,;�suslrj a 1 �� ••' Ly ASSlSJO-!i MAP. //O - 1 Z \ �-\ 07• ♦♦•f'O •� �/ib/p.rs/ c• 4 1 �,. ./' � �r 4 P-IRGIL / , s7'/'/l'IT A! OENCN N-I.tK NA/L JEr .ar.•,.r.�s .d /LIIfiNf 1 � \'�vi sl pO© ♦* .�t�lfi!/�� ...,. •,4 �' 8 K • y y J7,..l�sf � s .fly'! b' '•>, a.�r<o ./rr��f (► bzi s�L.irw�s.•.co 1 � � 4s. , y� 'ram " � `'sit ® rw g OFFN �s.ww•u•s .�.. � $ / .10 b' b'+•ems- c _ .v ovvri ��! +1 �� .lCf�77Ylj �,' ~ ,~� � � J��lS,f a s lss,v i ..,!•x. >x.� cLllr wn ra/cam. �!� �'..K., , ': .i 1 � � '/f�,w<' \. r. .1ra.,•�K PZ � i �� cvuerEs L'a 7. IX ssr ♦ 3�17'�fJ'Jb'A! t .. P �r tf 1 * :�.;•:1• '1` �:r�r. 1 ® : alltX CX cvsv.Y.Kc aysiaA•teo //riE.trrouS 1 ! !e ♦c• �•+�• , \..wr.o Y/� „!�T..�` ,'� ,ff. �� \ ./_i p w 4 .s �y-« �if7 o /. (1:NN/d L70NR T) - I__ p� 11 c ��` l'� j�•I r 'b� �.�, � ♦ ! v. `� �` $•:g� soo7 y -. p Arivw cry I ,. � � . N � .+,••.o o. �,,!fir' .�Zlj/y s* \ *. L �j J' � E � S. %PG.OIOlAir a.w a •" <',,.,. J . s. C i~ o ..L`..• s •.'J►ft�j/ ��' Of'EIv S J���/ J•1 ) n „ S '' l ..t. �• `' i.•f vw.Je .su• / <.lfN.,rra t `•� !/\�' 1\ .��Itf4, o J.�Q�f�� �y / 1 SPACE t�� 'ib �� n 1/ r _e J� CS�r ss'J7•!✓ Yc✓Jc oo C ; 1 0� />f 'c ♦`� `�"V R� ® ���5( ! 5 6 •Lf�• ."/fJj v II I ----- L/ '. � � 1._ .X�/1/G j Y tt/ �•!�` .:gym <•c♦.s!•,!7c' �5 �� `�5r.�"b-,�. �4 1 1 - - -e -•c♦`.� 1 : «� f�b r 3. s,• Jd' Jn ! 0, 'v `t. ® `• Q ' V 1;- ; ,�, A,.r•I.r 1t/t/+ • 1�, ` 4 >7 r.e .• ..« ` -..' t.. 3�lilo/ �4/EE/'CES' GROSS/NG" f-- o`/v.lc'1+�es- ' Sy / r"" 28 Ma#°� Y�\ �`•a "'., i ! L� � � A� r 1 � ' v ,o1sy� � I � �y� cojO ti -� � LL•�''s 8 4 2 OPEN J9oCE OEYEL OPNENT PL�N [,! ♦` 1 V y �J♦1 II , 1\r�O�ab r r•i_"V ,)f �)'N .V t� it ♦N•\ (Z p� ( a/ir ? sliio/Y/sio�v PL.oN Of t Av.vo .VGo•JD'il•E !,l'� � h lilt �� arWTs.w+/o fll i i IN/IAGNL/J/T7S r 1� ` ��D .Jl�OI7i i- (� ��I 71?/6Gj� 9 S�o.�� 5 �4RNSTABLE/`1ASS «......,. II! lwa.w -r\f w/.Itu/v•n�) i � h 7itw-vtro'�rwriaw T � .R></7l1� 3�NJ/2 arsc i;.uwfw/',t/'1{ .!R/I.rrs _ _ 1 !V• wvrNO/r/!Y � g 2 li/s9 /ssar C�� "7�5�' ~, rest T ��I �oAr �r q P q N .w7.oo ,�•• A A/ �c o+ of Jv _ 7oso9 - - 0� - _ - - -• NAB/� BO G./s/OS' II 7Ae. rioN - - - - - - - -- w �A.vs/Icr/rTA --�' MASS A C'Nl/Sl TTS .v0 „' �� •• -- SG'.O L I/-•/i90' G1ICLiYSLTR 1'MIs Qk I GARL IfG•t37.IGMiLflr7y SNY I I I .I hr �•V/I+.YO LOT Al! .iNVI✓N bi rAe--Ar IL.W Tif.•A.tf/b T7,F N *Wyy K/TY I %rAW L-O-t'! CD-yLA•PATiO.V �.,W N. I L.I/!F/ .r*W -IAINNYlO/A/Ae7Gd0.tA.R-\/Gt b'/TA/ P-vi[//• H• M I L A~I/ BOY/OitlAt/ �O OwIA/s.`LK6 R I W-MOA4 r/wt L>IfYILOINlNT AKO -stlbtt 0i 7?VL SOWnv01 BY-L.II✓Oi 7r/4F 7Da✓N OF eA.rN- pipYL L< <N6/NISR/ti1<f. AdSOC/ArLS, /n.C:• JT-ISL! .SN.ILL I.F ii/.�7Hlr JU?p•Y/L1FQ -BOOK PME pit RECEIVED R WOW" SPAc!► RECEIVl� ��lilCMlO;O iI PPR O YA L 'f/NGiCR S vQa r/�/ON • Am Z 49 rK,86 l/ w<� 6 A�v QIA16 PM 86 �Ns�c-,ism c���N�NO/aoA c. DARNS'a: c,:JONTV ryyC... RECIclREG16MEYi DEED! REGISTRY..F OEM Q �; Iy�` ST6140FMMOCERES � STERFGNSTEERES 0 � REOISTgQISTER IS J p , , rim .._,�V , Q/o7•E: __JG� �....f/� oy� 1 ~,•,••••.• • ,� r 70�f BARNS-wB E, //E.lEBY" �ts4T//rY�• ` '�J`� �I�OZ �. \ T�i4 Ti►/AT T//E NOT/CJC* OF AP�rQOYAL G1� T!/� �Tr T Ix Pt.�tn/ OY TJYB QARNSTA4LE PLA�VN/NG � �` ,V� QDARo WAS RECE/YEO RNA /tJC'CO�IOE� AT 7oVI-S OFF/CE A1/D NIp AWv-ZCE 03oW t� !V �/�S �!I•C'E/YEG O✓E� 77✓E TJ✓I�iVT Y O.OYS •i �� NEXT AFTER SJtrN RECC/FT ANO iQECt�40- w •o 3.x m® o /.vd 0-0, scorc.v PJ2O# \ ,A.47TE•' REFERENCE PLA.v B.wQN. COlv1/ .eE� � O OF GLSWI01_S B04GbC -O/3 P.96B V o A. h• L j� 0 1 2 I 3 0. ��f. C �► rAFc/rwrno 3N me" -VI14 .wr-4•,.V LCIT.rts TMOW.V 4v 11► •syetr �� o ee Iq 1 1 ;WAS ILAN A.vo .v^w.4eovEv AV .3� 7 � ;�� 5 jL A CO�tOANC'JF a✓/TN FWW— 40WAe S/9r)iCC L•1�wQ/ r•• �� Y`jft J�tES/G�tN7/iOL �CYJ�LO�iYENT /jl1DYRTitq�' Z - A @ �_ c. �/ OF Ti1/E tdlNs�A6 QY-L AEI/ � ~dff,,R77✓N Z- _ I1 OFs.�evsr.�s�Q sv.�L� aE .4.�t17YEi� r a►-Erc.wvo .: vb � /YOD/F/OAT/ON OF A PCIRT/ON / CERT/FY Ti�/•VT Tiy�i• PL.ON /VA.S `' � ey V QEEN I�REP.QREO /N CG�.vfb.t/�//T Y �/ �' OF A �//TJV TNJF /!L/L ES .4�/C /IEGY.fLATit'3�/S � YEQJETi�T/ON U �77VE REGT.�3TER3- CIf CIEEG.T CIJr 70r✓.JQ r R•3?.G7 Q /N w0Y1'V4 .Wd9r.4L TN ASsAG.a4'�S TT.s O /G,dC?7 �I L•1tiL x'S ' T .QerJ�/sr Jlvwo s �-c" / G-�J4 TiJcy TiyoT Ti1/�S P4.win/ �✓A- fIA08 •7a t0 r t"- A B/L Ci7,O._W7.OS :IoCvRq c Y"+4%�'o nvh 7x/a► P�+'�.�/ N,CwT ,a � T.><'► �.', .; �PQ/NTH' 3'W03VN 4A.# TiV P<A/N XI�T j J��- .�9 p>v T� sRdv vcI t�' `O, .JW .qc� ♦•.so' .w.y� AI, iFX/3TiNfi `r .4EG/S7-4CRlr40SlJR V&YGRoT. d7 ►` f :` : :oOY�!F rFNG//VEE.R/Na iV.3SOC/.QTES //VC: I��jd11 -197 o*I'O.!/N A YEN!/Q FAt/`II pL/TAe MASS• AEG R SYSTEM PROFILE . NOT TO SCALE 6 A SYSTEM DESIGN TOP OF FOUNDATION HIGH ST. ELEV. 64.0 DESIGN FLOW RAISE COVERS TO WITHIN 6" OF FINISH GRADE CENTER CHAMBER RISER 4 BEDROOMS AT 110 GPB/D 440 GPD BASEMENT SLAB = 56.0 FINISH GRADE RAISE TO WITHIN 6" FINISH GRADE OF FINISH GRADE ELEV = 55.8t ELEV = 54't FINISH GRADE REQUIRED SEPTIC TANK FINISH GRADE ELEV = 52.5f ELEV FINISH GRADE EV = 52t TOP = 3 17 /�� / �� ELEV = 52.0t 0 N 24' ®S=0.041 3 ®S=0.03 `� �� �� /.�///�� ---440 x_2 __ _ ---= 880_ GAL.GAL. SEPTIC TANK REQUIRED = _1500 2x9'®S=0.01 TOP ELEV. 50.25 1' MIN- 3' MAX COVER ON S.A.S. SEPTIC TANK PROVIDED = H2O -GAL. AL. �` 4 PVC 21'®S=0.093 � LOCUS SCH 40 INV.= 2 MIN-3 MAX 4" PVC SCH 40 O ' O 00 0 0 0 0 0 00 2' MIN 1/8"-1/4" DOUBLE WASHED PEA STONE PER CLIENT � LOCUS INV.= 53.0' 52.0' 10"TEE 14"TEE INV.=51.75 00000 o 0 °' SIZE OF LEACHING FACILITY REQUIRED 5'-8 9 GAS BAFFLE 6 00000 00 0 0 0 00 00 `� 3/4" DOUBLE WASHED STONE DESIGN PERC RATE <2 ____MIN./INCH 4 -6 r 5 OUTLET " LONG TERM APPL. RATE_2•_74_GPD/S.F. 4'-1" LIQUID LEVEL D-BOX THREE 4'-1 0 x8 -6'x2 -9 4 -3 49 79 .=49.50 500 GALLON CHAMBERS LOCUS MAP: NOT TO SCALE INV.=49.59 z STRIPOUT AROUND SYSTEM TO "C-2" HORIZON MIN DEPTH SIZE OF LEACHING SYSTEM PROVIDED: ELEV= INV 47.50 S.A.S. (12.83' x 33.50') - V. 47.50 440 = 0.74 SF/GPD = _596 S.F. MIN. REQUIRED DATUM : ° ° °° ° STRIPOUT (23't x 43.5') - 6" BASE OF CRUSHED STONE TO MEDIUM SAND" C-2" HORIZON `n USING 3 CHAMBERS WITH 4' STONE AROUND VERTICAL DATUM: ASSUMED OR MECHANICALLY COMPACTED BASE H-10 1,500 GALLON TEST PIT #2, MOTTLES AT ELEVATION 42.3 SIDEWALL = 2(12.83+33.5') x 2 = 185.3S.F. PRECAST CONCRETE BOTTOM = 12.83' x 33.5" = 429.8S.F. NCH MARK USED: TOP OF CONCRETE BOUND. ELEVATION 74.60. BENCH ON FILE SEPTIC TANK AT THE BOARD OF HEALTH OFFICE, SEE SITE/SEPTIC PLAN OF TOTAL LEACHING AREA = 615S.F. BEDROOM DESIGN BY DEMEREST & McLELELLAN ENGINEERING 615 S.F x 0.74 = 455 GPD OF ABUTTING LOT 35, # 129 PERCVAL DRIVE. 455 GPD PROVIDED > 440 GPD REQUIRED = 15 GPD RESERVE DEEP TEST HOLE 1 NO GARBAGE GRINDER / DISPOSAL ALLOWED DATE: 10/30/01 # DEEP TEST HOLE #2 DATE: 10/30/01 \ GROUND ELEV 51.0 GROUND ELEV 52.1 EXISTING X-MARK NO GROUNDWATER LOT 51 NO GROUNDWATER WELL SET IN ` NO REFUSAL NO REFUSAL ` UTILITY PAD N/F A A OE THOMAS & MADELINE MADDEN LOCUS INFORMATION LOAMY SAND LOAMY SAND #140 PERCIVAL DRIVE 10YR 3/2 ��\ ��,^\I 10YR 3/2 .\ ®, ASSESSORS 110-001-028 B 12 14" O°0 �/ CB (4 BEDROOMS) LOAMY SAND B '1 �`� ` CURRENT OWNER JAMES & MAR / LOOYR 4A6 D / � Y STERGIS 10YR 4 6 / I N/F �!CB �` \\ COMP. SIT 24' C-1 32' �F. WEEKES CROSSING \®�^ �`�\ BENCHMARK ADDRESS #47 OAKMONT ROAD L /LOAM 1 ���L �Gti COMM. ASSOC. ,p ��s - .\ Q �\ TOP OF CUMMAQUID COMP. SILT/LOAM G ASSESSORS 111-001-069R`\ ` CONCRETE 10YR 6/6 6, 42" 10YR 6/6 E,�lc'�\N , �h -' `�cPo '6` �`� ��\ BOUND FOUND MA 02637 :LEV = 47.5 C-2 \ ELEV = 74.60 DEED REFERENCE. DEED BOOK 5325, PAGE 320 MEDIUM SAND 66"� 1A COARSE SAND ��� 2A APPROX. LOCATION OF \ 15� / REBAR /ice \. \� ` \i9 �`� �` SETS � - - - - -OPEN �� \\� PLAN REFERENCE: PLAN BOOK- 413 PAGE 9 10YR 7/4 10YR 7/4 66 ABUTTING SEPTIC SYSTEM SPACE 9 C-3 � \ COMP. SILT/CLAY COMP. SILT/CLAY 118" (ELEV. = 42.�) / �/ DRAINAGE � �, \ � �` �` ZONING DISTRICT RF / SETBACKS FRONT 30' 10YR 6 2 10YR 6/2 MOTTLES 7.5YR 4/6 p � � ' EASEMENT \ -/ 70 -\ ENT SIDE 15' C-2 116 � 116' C-2 150" DISTINCT & MANY � S �\ �s �\ MOTTLES MA 4 6 6 / ` ` `�j• \ \ \\ ` \ - _ \ `�\ o, `�\ REAR 15 MEDIUM SAND / \ 9� � � --69` o / DISTINCT & MANY COARSE SAND LOT 35 10YR 7 4 / _ - _ moo,, _ `� �O `� FLOOD ZONE "C" 144" Ld l F` , DATED ELEV = 39.0 ELEV = 38.8 162" / \ 6 \ - _ _ - 68_ \ �1_ ` 1° G �` ` �` PANEL i N F B.O.H. B.0 H. ERNEST & DEANNA CASALI \ 6 6 - - _ `r LEE M. M 129 PERCIVAL � \ �� � \ � �� �� '�• �� � \� \�S � AGE \. # cCONNELL/D STANTON LEE M. McCONNELL/D. STANTON �,� # C VAL DRIVE \ S \ - - �- ��\ ` \ \ 69\ ��� ^\ // \ \ �� �\ >� ASSESSORS MAP 110 _ ASSESSORS 110-001-016 - - i \ / \ o\ PARCEL 001- 1 SOIL EVALUATOR. SOIL EVALUATOR \ \ \ ��6 , O 0 5 't (4 BEDROOMS) �� / \ \ �` �. 'pp ED. STONE ED. STONE z \ \ _ ��_ \ >R�` �6)\'u�, 8� ` / , -/EXISTING \ \ So \;\\ I BACKHOE OPERATOR. Y J LOT AREA o �cJ \ - r \ \\ -REBAR O \ WELL -� \\ \ ��9\ 35,216f S.F. CALCULATED AREA SEAN ENRIGHT o \ SOIL TYPE: 1 \ _ - - - _ \ \ �i x ,/� \ -� \ IREBAR OVERLAY DISTRICT: A.P PERC RATE: <2 MIN. PER INCH Z i Q �\ 'SET LOADING RATE: 0.74 GAL/SF/MIN � "AR�'��� EA OF NEIGHBORHOOD PRIVATE WELLS GENERAL NOTES _ _ �� o� \ �� \ \ \ ,� i 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. _ - \ \ ,i/ 6� UTILITY _ - CLUSTER TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS \ FOR SUBSURFACE DISPOSAL OF SEWERAGE. ` 6 � \ \ •s � \ �\ �S��R \ 6)\ 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE _ - ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING � \ \ •o, �,�� `� ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 0�' - ` � / 6 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE �G 55- - _ 60 \ \S) \ \ \ I �1 \ , S CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE � � P 64\ F,� ! �} 0 20 30 40 �� 1,500 GALLON ° S ���,A� a D \ D 60 10 UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY SEPTIC TANK �` r 6 G EXISTING MUST WITHSTAND H-20 LOADING. -S4 _ _ _ ,; _ `S ��Sy.+ �'L WELL � "� 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION _ - - - - o �'`6' C i �6 ����' - �s �� ° OF ALL UTILITIES PRIOR TO ANY EXCAVATION. � _ _ _ GRAPHIC SCALE: 1 INCH = 20 FEETr 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE "2A„ O .�O� �•5 P5 0 I� S'(O"�= �; ors K"d11A1N1 sc OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. _ -53�!_ _ _ - - - - - - -� - S� ��O' "`��`� ! DATE: D E 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER _ �^- \ \��/ 6 ,�j`�� �� �o�, �F. �o ` CEMBER 5, 2001 ��tp� �� , F�° LOT 33 FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. � � \ ��. ��� � Fms c/57ER REV. � � 9�71� H S ` \ h�,� � N s\ NOVEMBER 12, 2002 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OFF 5h ��� v �� ��LOT 34 DTH#2 „ID�aQ" X o /F �o� SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE � REBAR - ::::y ._... .. � \ i 8 ��, REV. MAY 1 2003 fSslQy,, �" THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SET \ COURTNEY & MELISSA PALMER < 35, 216f S. F. - .� LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. � � :���� \\ \1�' ,� \ S) �O #149 PERCIVAL DRIVE _ - - "�q„ 38 \ ASSESSORS 110-001-014 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN `rsrs. �'� �\ � 5 O� 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT `��. �O• - - -52�� �, OQ (3 BEDROOMS) SITE AND SEWAGE PLAN ELEVATION OF THE OUTLET PIPE. \ 12.8x33.5 DTH#1 \ Q� 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES ��F` \\ S�A.S. WITH � � SQL\ 141 PERCIVAL 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A, GAS \ 5 OVERDIG / `S3 DRIVE BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4 PVC REBAR \ ALL AROUN X ho ���, WEEKES CROSSING 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SET \ \Sc' IN SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE �G \ \ � �� W. BARNSTABLE MASSA FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL \ F,'�' , CH U SE TTS �`� BE LEVEL. OPEN 8s9. \�. � '63.0' S1.0 i�� �51 12. CHANGES OR REVISIONS TO SYSTEM DESIGN REQUIRE NOTIFICATION SPACE , TO EAS SURVEY, INC. FOR BOARD OF HEALTH AND DESIGN ENGINEERS \ REVIEW AND APPROVAL. 12.8x34.5' LEGEND \ RESERVE AREA i� D� \ N/F NOW OR FORMERLY PREPARED FOR: CONSTRUCTION NOTES: \\ � �/ BENCHMARK \ w PROPOSED WATER LINE JAM E S Bc M A R Y S T ERGIS \ i SPIKE SET 64.5 PROPOSED COUNTOUR 47 OAKMONT ROAD 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND S TRIPLE # D ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING ���S, g0 \ , _ CEDAR 'S2- - EXISTIrNG CONTOUR CUMMAQUID, MA 02637 WORK ON THE SITE. \\ ELEV = 50.00 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE � `� NOTE: OE EXISTIfNG ELECTRIC MANHOLE (508 362-6595 WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT \ ) IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. TOTAL SUBDIVISION OPEN SPACE AREA = 933,571f S.F. TOTAL NUMBER OF LOTS IN SUBDIVISION = 51 LOTS \ ® CB EXISTIPNG CATCH BASIN 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING OPEN SPACE AREA PER LOT = 18,305f S.F. MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND N/F TOTAL LOT AREA + ALLOCATED S.A.S. AREA IS PROHIBITED MASSACHUSETTS BAY PREPARED BY: TRANSPORTATION REBAR OPEN SPACE AREA = 53,521f S.F. 4: B.O.H AND DESIGN ENGINEER TO INSPECT BOTTOM OF LEACHING AUTHORITY SET 53,521 S.F. / 10,000 S.F PER BEDROOM = 5 BEDROOMS EAS SURVEY, INC. AREA PRIOR TO INSTALLATION OF SYSTEM. OPEN SPACE EXISTING LOT AREA 35,216f S.F. 141 RT. 6A, P. O. BOX 1729 OPEN SPACE IN FRONT OF LOT 34 = 4,825f S.F. \ SANDWICH, M A 0256 40,041 S.F. / 10,000 S.F PER BEDROOM = 4 BEDROOMS 3 - PH. (508) 888-3619 FAX 508) RRR-gaoa