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0020 THIRD AVENUE (HYANNIS)
,` I 1 l s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - 0 o as- Map Parcel Application # 1 Health:-Division Date Issued Conservation Division Application Fee Planning Dept. :` Permit Fee " Date Definitive Plan Approved,by Planning Board Historic- OKH _ Preservation / Hyannis Project Street Address o�0 7b44r� CO'vi/�. �% E-i���1 A�2 Village /Jc /•?/9 S4 i A Owner Address Telephone `S /� ' - GEI ✓ Permit Request �� � Jv°sv' �� � Square feet: 1st floor: existing ?3� proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation '9�-3L Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes %(No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 5 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 2— existing _new Total Room Count (not including baths): existing 3 new First Floor Room Count Heat Type and Fuel: 6XfGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 4 No Fireplaces: Existing 4 New Existing wood/coal stove: ❑Yes eo Detached garage: existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 exi king ❑,Vew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Qi b' -e Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes KNo If yes, site plan review# Zr Z Current Use Proposed Use !a o APPLICANT INFORMATION _ - -(BUILDER OR HOMEOWNER) Name �✓ � �` � /%�� �G�' Telephone Number �S✓�d�� 9'�' -� 3 Address /60/ 299 License Home Improvement Contractor# Worker's Compensation # 90t!5 2 `3 I� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /� `4/A SIGNATUR DATE 0� v/ I FOR OFFICIAL USE ONLY • 't 'APPLICATION# DATE ISSUED r MAP/PARCEL NO. ' ADDRESS - VILLAGE OWNER ' K DATE OF INSPECTION: d FOUNDATION I a; FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _ i GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT , ASSOCIATION PLAN NO. - FLOOD ZONE: ZONE: Zone C RB Community Panel No. Area (min.) 87,120 SF (RPOD) #250001 0008 D Fronta e (min) 20' July-2, 1992 Width (min) 100' _ Setbacks: Fron t 20' ASSESSORS REF:: OVERLAY DISTRICT: Side 10' Rear 10' Map 246, Parcel 085 ' AP - Aquifer Protection District O - - - - oy O • N CBI Disk Fnd Fnd Alexandra Eliopoulos i' S85 27'00"E . over 118.70' o I —o— py 10.0' I Septic System (approx) Stockode Fence © By TOB Cord F Concrete Walk t #20 a a 1 sty w1f 37.3' O 39.3' Dwelling 3 ) W O J \ \ ------------------- _ r Stone Drive _�'" 1st W f- y L0 -------- 3. Garage LQ O ` O p. ........ a.o,' ! 6.50' 18.70' o N85 27'00"W � 63.T S� O Parcel Area "� 6 12,216±SF C) 2 Q m IP 100.00, Fnd N85 27'00"W N/F tp Frederick J Fnd Con way Jr PLOT PLAN R100M, At 20 Third Avenue Ft 4L14EWMBARNSTABLE 034312'O Pv (West Hyannisport) NOTES. MASS. DATE:20/MAY108 SCALE: 1"--20' 1.) The structures shown were located on the ground 0 5 10 15 20 30 40 FEET by conventionol survey methods on (or between) 15/MAY108 & 161MAY108. PREPARED FOR: Steven & Christine Babineau 2.) The property line in formation shown hereon was 7 Sequoia Ave compiled from available record information. Lunenburg MA 01462 3.) This plan is not for recording and is not to be PREPARED BY: Ca' G V U I v used for construction layout or deed description purposes. 7 Parker Road - Osterville MA 026,55 DWG #: 20/MAY108 FIELD BY: MLL/DWB. (508) 420-3994 / 420-3995fox 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/Electriciansiplumbers Applicant Information y Please Print Ledbly Name(Business/Orgaztization/IndividuaI)• 156L���� �'L�/ �r� c�ia�' Ad ess: P O . ?--)0x 29F-3/ � ! -aj rz t r✓2���� , ' 4 n City/S tate/Zip:_T `_nJ 0260/ Phone.#: Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the stile-contractors 2.�,J I am a"sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling �G ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' como.-inntr-anrr comp'insurance$ required.] 5. We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LE]Plumbing repairs or additions myself,[No workers' corup. right of exemption per MGL 12.❑Roof repairs insurance regaired.]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 M out the section below showing their workers'compensation policy information. t Homeowners who subs it this affidavit indicating they are doing all work and then hire outside camtractots must submit a new affidavit indicating such. TContractors that check this box must atfached an additional sheet showing the name of the sub-contracinm and state whether or not those entities have easployees. If the sub--ontzwtors have errlployees,they must pru-a&their workers'cornp.policy nmmber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy aced job site information. Insurance Company Name: Policy#or Self-ins.Lic.M r✓/ /,f Expiration Date: 7�� Job site Address: 20 "/hi l ed film-. City/State/Zip: A fiAVjj W./W,916,4 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to socu re coverage as required under Section 25A of MGL c. 152 can lead to the imposition ofcHMi3ial 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 certrfyierr s-and realties of perjury that the information provided above is true and correct Si afore. 1 Date: LO lob _ Phone# 502 — .Zed Official use only. Do not write in this area,to be completed by city or town off ciaL City.or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: . Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that,-"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate in 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( )states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone numbers) along with their certificate(s)of insures'. 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 ono affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicadt should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit,must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to btim 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,tclephone•and fax number w h efts The Common ealth of Massac us Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-490..0 ext 4.06 or 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia f ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name; H �. Site Address: ?0 T4)pr/ R✓e •inr . Town: j/5�G'$/Jiyi J'Aar/ .'�/ 026 7 Applicant Phone: 6-09-- Z 9?—2. a Applicant Signature: �/ -Date of Application: eg 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 0 tion l: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SGL:R R-Value R-Value and Depth National Appliance Energy 3 5 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as.listed below. ❑ Option 2: RES check 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/reschecly DITIONS=07t A;T,TERA:TIONS:TO`.EXI�TING..BUILT)INGS::.OVER'5.YEA.RS OLD.* *Buildings under 5 years old must use option#1 or 42 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) ;` ' ,",0 SF ✓ x 100 x ��_��� _ / % of glazing (b) Glazing area equals. 19,0 SF b a If lazing is<.40% use.the chart bel6w. If_glaziri is> 40.% proceed to "SUIVROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Wall Floor Basement Wall Slab Perimeter Fenestration Exposed floors R-Value U-factor R-Value R-Value R-value R-Value and Depth .39 R-37 a R-13 I R-19 . R-10 I 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.ed over exterior walls, and including any access o enin s).- ❑ SUNROOM—An addition or alteration to m existing building/dwelling unit where the total glazing area of said addition exceeds 401% of the combined gross wall and ceiling area of the addition, Note:. Owner to flI out Consumer Information Form (found in Appendix 120.P) I A R C GWde to Wood Constrrrctioa hi High Wind Areas: 110 srplr 6Virld Zone Massachusetts Cheddist for Compliance (780 CiVIR 5301.2.1.1)' Loadbearing Wall Connections - Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... 2. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...................................2ft q in.:5 11' Sill Plate Spans ........................................................(Table 9).................................. 2- ft_r n.5 11' Full Height Studs (no.of studs)....................................(Table 9)................................................,...... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. g ft l0 in.5 12' Sill Plate Spans...........................................................(Table 9)................................... ft 7 in.s 12" Full Height Studs(no.of studs)....................................(Table 9).....................................................:.. Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W !� Nominal Height of Tallest Opening2 .................. . . �s 6'8"... ......................................... ..... .... .... Sheathing Type..............................................(note 4).............. •/ •ii ply ,,., 7 ....................................... Edge Nail Spacing..............................:..........(Table 10 or note 4 if less)...................... ." in. Field Nail Spacing..........................................(Table 10)...................................................��in. V2 Shear Connection(no.of 16d common nails)(Table 10)....................................................... 2- Percent Full-Height Sheathing........................(Table 10)...................................................._ % 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... J Maximum Building Dimension, L Nominal Height of Tallest OpeningZ.........................................................................C<6'8" V Sheathing Type..............................................(note 4).............. N Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. V Field Nail Spacing.......................................:..(Table 11)....................................................r,—in. -I� Shear Connection (no.of 16d common nails)(Table 11)......................................................._ Percent Full-Height Sheathing.......................(Table 11)......................................... ...... % �I - 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... ` Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framindmember spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...............(Figure 19 ft:5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:.....................................U=J 70 plf Lateral.............................................(Table 12)...........:.................................L=tjE:jplf Shear...............................................(Table 12)............................................S= I'l plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= 41 plf Gable Rake Outlooker..........................................(Figure 20) ............. I-ft:5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=q 17 lb. Lateral(no. of 16d common nails)...(Table 14).......................................L= Ib. Roof Sheathing Type.......:.............................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... .....................................:�Y.. ._>7/16"WSP Roof Sheathing Fastening............................................(Table 2)................................ ........................� �- Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i i i -AYVC Guide to flood Comtructim hi High ffind Areas: 110 niph Wind Zone Massachusetts Checklist for Compliance (780 CNfR 5301.2.1.1)' Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust).................................................................. ................................................ 110 mph V' Wind Exposure Category.................................................................. ..................:.......................... ......... .....B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories Roof Pitch ... ................:.........:............................................(Fig 2 512:12 MeanRoof Height ...,/.........................................................(Fig 2)................................................. /; ft 5 33' Building Width,W ..`.. ........................................................(Fig 3)................................................ �ft 5 80' BuildingLength, L ........................2.....................................(Fig 3).................................................�ft 80' Building Aspect Ratio (L/W) ...............................................(Fig 4)................................................. 5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................ 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 iiJ�V,, alA 71;a{ Concrete.............................................................................................................................. v V ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts:imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........................................;.(Table 4)............................................... in. Bolt Spacing from end/joint of plate .............................(Fig 5)..................:................. — in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5)................................................. — in.>7" Bolt Embedment-masonry..........................................(Fig 5)............t..................I............ — in.>_ 15" , PlateWasher................................................................(Fig 5)..............................................>_3"x 3"x'/." y x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)............................x.... Maximum Floor Opening Dimension...................................(Fig 6).......................... "' ft< 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d FloorBracing at„Endwalls....................................................(Fig 9)...................................................... ......... _v Floor She Type ........................................................(per 780 CMR Chapter 55)................................... v Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)........................ in. Floor Sheathing Fastening..................................................(Table 2)..!?> d nails at_in edge/ 12-.in field 4.1 WALLS Wall Height /' Loadbearing walls..........:.............................................(Fig 10 and Table 5).........................../ ' ft 5 10' _74-- Non-Loadbearing walls................................................(Fig 10 and Table 5)........................ .. ft <_20' Wall Stud Spacing ..........................:.............................(Fig 10 and Table 5)................... �in.<_24"o.c. v WallStory Offsets ........................................................(Figs 7&8)............................................ 0 ft <-d 4.2 EXTERIOR WALLSs Wood Studs Loadbearing walls........................................................(Table 5)...............................2x - ft 0 in. ...................... Table 5 ..............................2x 6 - ft Q in. Non-Loadbearing walls.......................... ( ) .� Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).........................................................:....... WSP Attic Floor Length................................................(Fig 11)............................................. ft zW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>-0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft._spacing in end joist or truss bays Double Top Plate 4 4,/ Splice Length .....................................:..................(Fig 13 and Table 6)................................. Splice Connection (no. of 16d common nails)..............(Table 6)........................................................ 7- I BELCAPE CONSTRUCTION �� Box 21 HYANNIS,MA 0260601 Dzmitry Mazhei" ■`''Ir Tel: (508)292-1523 (508)298-2523 Fax: (508)534-9244 HIC REG#199986 CS LIC#97029 Proposal #2 to: Steve Babineau 20 Third AVE. Hyannis Port, MA (508) 509-2807 - cell (978) 582-1200 fax We hereby submit specification and estimates for an addition to the existing house for 12x16 extension to right gable side of the house to remodel and enlarge sunroom: Item 1 : SITE - Builder to. provide plans and specifications . - Builder to provide permit . - Builder to protect existing property during construction. - Owner to move all personal objects, etc. , from work area. Item 2 : Demolition Demo existing sunroom. - Delete gable window - - Builder will provide cleanup on a'continuing basis and all debris will be removed from site. Item .3 : Foundation - Sona Tubes: (Qty) : . 5 "Big foot footing 4' below grade with 12" sono . per. Mass Code. Vent : Three [3] galvanized crawl space vents . Item 4 : Frame tight - Floor: 2x10 joists, 16" o.c. with box sills, bridging, and 3-4" tongue and groove plywood atop 4x6 pressure treated post with ;-�' pressure treated plywood under. Wall : 2x6 stud 16" o.c. with " CDX plywood sheathing - Roof: 2x8 rafters with 2x6 ceiling joist, 16" o.c. with '�" CDX plywood sheathing, ridge board, fascia, soffit and collar ties . - Strapping as needed. Roof, cover: Asphalt shingles over 15 #, felt paper, 30 year Wall cover: White cedar shingles over AMOWRAP. - Roof insulation: 9" Faced fiberglass: R-30 - Floor insulation: 8" Ridged. foam R-30 Wall insulation: 6" Faced fiberglass : Item 5: Masonry To include stucco skirt full perimeter of new room. Item 4 : Exterior finish - All trim, casing, rake, fascia and soffit to be pre-primed pine and match existing style, including all galvanized fasteners . - Continuous ridge and soffit venting - Gutters and downspouts to be .-032 aluminum. - Windows : Five [5] Silver Line Vinyl DH windows Series 3000 Low E glass 2' 6"x6' 4" @ 4 3' 10"x 6' 4" @ 1 Item 5: Interior Finish - All interior trim to match with existing Item 6: Miscellaneous - All Exterior.- trim painting: 2 coats (labor & materials) . - Interior painting Proposal Labor ONLY: - Demo, Framing, Windows & Doors,. trim(ext & finish) , Roofing, Siding $ 9, 500 Proposal. Labor & Materials: Insulation $ 700 -. Electrical owner to meet with electrician and sign off on all details of needed Ceiling & Wall (1/2" dry wall) $ 1, 500 - Heating (tie-in to existing) Owner to meet with electrician and sign off on all details of needed - Flooring (laminate) $ 1, 500 - Painting Ext . trim $ 3, 650 - Int. painting $ 1, 300 Owner will pay for all permits fees, supply dumpster & all materials. "BelCape Construction" will provide cleanup on a continuing-basis and all debris will be removed from site, utilize magneto minimize exposure to property or personal damage from nails left behind. Remove and reinstall electrical fixtures . Any work above and beyond specifications outlined in this proposal will be priced on request . All additional work will be subject to extra charge. Payment will be made as such: Proposal price: BC Labor: $ 9, 500 - 1/2 deposit $ 4, 750 1/2 upon substantial completion $ 4, 750 Job is estimated to commence approximately 4 - 6- weeks after deposit received unless otherwise. noted here: Date. L/ZI2Q - Contractor signature Owner' s signature /� I Y" s� 71111 fill mom 11.119 a 'kYcr aw a i a _ 5 FM ' ry b a x y +n„ f � 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: Board of Building Regulations and Standards Registration�199986 One Ashburton Place Rm 1301 Expiration 2%28/2010 Tr# 265781 nE Fri, Boston,Ma.02108 !fir Type Dw BELCAPE CONSTRUCTIQN DEMITRY MAZHEI 29 WOODBURY � f� C ��,aG-a, ..` �, .. ". HYANNIS,MA 02601 Administrator of valid with signature ie�arninzooaeuea �� , F• ` . Board of Building Regulattons_and Standards r tt Construction-Supervisor License a C _ Licee CS 97029 ' Birth /8/1982 ! ; Expjratwn 10/g/2010 Tr# 97029 I Restriction 00- DZMITRY MAZHEIKA ..� P.O. BOX2881 � 8c--�- HYANNIS, MA 02601 Commissioner I C J t of THE Tp� ti Town of Barnstable -Historic Preservation Division Old King's Highway Historic District Committee + BARNSTABLE, + �$ MASS. $, 200 Main Street, Hyannis, Massachusetts 02601 1639. ♦� ArFDMP�A (508) 862-4787 Fax (508) 862-4725 MEMORANDUM Date: September 12, 2007 To: Patricia Anderson, Chairman From: Jacqueline Etsten, AICP, Principal Planner RE: New house application, 22 Kent Street Original plans did not have a single dimension or scale, or provide information on floor area. Plans submitted later, after hearing was opened, now show dimensions for height. Note that the scale on the larger plans is incorrect; it is '/4 scale, not 1/8. The landscape plan is minimal and should indicate surface of driveway and walkway, and other plantings, other than the three existing trees on the site, and a boulder. Fencing is shown, but it is not clear whether or not this is existing fencing. If there is to be new fencing, the style, color and material. Although it is difficult to compare the revised plans with the plans submitted with application, the revised plans dated August 28, 2007, appear proportionately higher than the plans submitted with the application, permitting a third story. From the top of the wall plate on the_second floor, to the top of the ridge is approximately 11 feet, making a substantial area available for a third floor. The discrepancy between plans submitted with the application dated July 9 2007, and the revised August 28, 2007 and submitted to the office September 6, 2007, after the date of the scheduled hearing, makes it questionable as to whether sufficient notice has been given to the neighbors, and whether or not a new hearing should be scheduled. There have been substantial changes in the plans. A full basement under the main building would add to the square footage. Area information-measured on revised plans is as follows: (The large scale, '/4 inch plans have no title, author, date or other description, and no measurements.) r First Floor (footprint) including garage and shed area, but not including terrace and covered porch 3,362 sq ft The garage measures 36 X 24 feet with three double doors. Second floor square footage measures 3,540 sq ft, including the area of two bathrooms, which are not clear as to where these are located — are these third floor bathrooms? No information is provided on the area of the third floor or the full basement. Total square footage, not including 3rd floor and basement + 6,902 sq ft. Appropriateness of design and mass to the area. The building at Kent Road is visible from Rendezvous Lane, one of the area's most historic scenic roadways. This road was designated a Scenic Road by the Town Council in 2005. The description of the roadway is attached below. The OKH should decide whether or not the style of the proposed house is in keeping with the historic character of the area. A map is enclose showing the dates of construction of the houses; along Rendezvous Lane there are houses dating from the early 170o's. Although the houses along Kent Road are modern houses, constructed in the 1950'6 and 1960's, they are moderate in scale, most are one to one and a half stories high, and are low, traditional Cape houses that are appropriate to this historic area, and to the scale of the surrounding area. Except for one adjacent house which is new, most houses in this area are between 2,000 sq ft (or less), and 2,500 sq ft in area. At three stories, the proposed house is double the height of the surrounding houses, and two to three times the footprint and total floor area of surrounding homes. The lot however is small with 0.58 of an acre. SCENIC ROAD DESCRIPTION, 2005 Rendezvous Lane A town road since 1845, Rendezvous Lane was the meeting place for militia companies who met there for drill during the civil war, hence its name. -Rendezvous Lane is one of the narrow roads that run between Rt. 6A north to the shores of Rendezvous Creek and Barnstable Harbor where maritime industries were located in the 1600, 1700 and 1800s. Wharfs extended from the shores of the harbor and nearby, the Josiah Hinckley Storehouse and Lumber Yard (Form D-136) were located on two parcels of land where lumber, lime, shingles and other building materials were stored, brought in by large schooners from Maine. The first County Courthouse a I was located on Rendezvous Lane; this building was destroyed by fire in 1827. The Courthouse and nearby Crocker and Sturgis Taverns were the center of activity in Barnstable with people coming from all over the town, and from neighboring communities. Located at the corner of Rendezvous Lane and Rt. 6A, is the Olde Colonial Courthouse (Form D132) which was the second courthouse, now owned by Tales of Cape Cod. This beautiful little courthouse has been fully restored and is one of the few surviving Colonial courthouses. Other historic resources include the Joseph Parker house, c. 1799 (Form D 135); Joshua Chamberlain/Sprague house, c. 1850 (Form D 134); Capt. Isaac Lothrop House/Samuel Crocker House, prior to 1842 (Form D 133); and the Thomas Holmes/Conant house c. 1836 (Form D 137). Today, Rendezvous Lane is a quite side road lined with historic buildings.that leads to the shore of Rendezvous Creek, a tidal creek that provides views of the marshes and waters of Barnstable Harbor. The creek is a highly environmentally sensitive area where maintaining and improving water quality is important both to shellfish beds in this area and the adjacent flats of Barnstable Harbor, and to other forms of aquatic life. The specific resources that would be protected by a Scenic Road designation along Rendezvous Lane are stone walls and mature deciduous trees. I , \ to _J CJ \ l i -\ --------_'i... ........ ._.........:. ............................ \ to i ............... '" .._.. \ rp• / i , t ro tiC _.-.., 0 •_._....._. v CD M W f ,. 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THE COMMONWEALTH OF MASSACHUSETTS BOARD OF- HEALTH ............T,(.w.n..............OF......RaMS.table......................................................... Alipfiratijau for Disposal Works Toustrurtion Urrutit Application is hereby made for a Permit to Construct or Repair (X ) an Individual Sewage Disposal System at: ......ZQ..T)Ard..AYP.TLUP.....W.e5-tJiYanMiaP-QX1.,...M....02672..........................................I............................................... Location-Address or Lot No. .................. v.............................. ..... ....... .................. ZQ.. J.:L,_Ayej .02672 Owner Address A.-&...B...Ce.ssDc'.Q1--15.P:ry1q1ft-,...1A Q A.......................... 1 Za..13.i s h pl1q..I @_rr 02601 .. ........ ....... ...4 ........................ Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms......................2 ......................Expansion Attic Garbage Grinder 04 Other—Type of Building ............................ No. of persons.........2................ Showers Cafeteria 04 Other fixtures .............................:........................................................................................................................ Design Flow..................................._.._.._.._gallons per person per day. Total daily flow..............................................gallons. W4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter__._____-_____-_ Depth.............._. Disposal Trench—No..................... Width.................... Total Length..................._ Total leaching area....................sq. f t. Seepage Pit No-----------_-------- Diameter.................... Depth below inlet.................._. Total leaching area.................sq. f t; Z Other Distribution box ( ) Dosing tank ( ) . _. Percolation Test Results Performed by........................................................................... Date......................................... Test Pit No. I................minutes per inch Depth of Test Pit................._.. Depth to ground water.___.._._..._.........._. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...._........._...:._... ............................................................................................................................................................ 0 Description of Soil----- Sand.........................................i.........I.................................................................................I..................... U ...........................................................................................................................................................................................a.............. ....................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable- of.ion...of...a...1...009...ga.q2iq,.._pre_—cast, ----------------------------- ............. z_tione...packed.. q...qqy.e....in 7................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T 1Z 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of I 02/14/85 . ...... .. 4 ... .................................Signed.. ----%,-------- ------ -------- - '9' I 02��14/85 .... ........ Application Approved By--------- _4Z..... .6......... - ----------f -------------------------------_--_ Date Application Disapproved for the following reasons:.........I...................................................................................................... ................................................................................................................................................................................................... 85-..J' 02/14/85 Date PermitNo........ 31 ------------I.................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH rp ........4.................. .......OF......P.a.rns.tAb.l.e.................................................... %'-wWrtifiratr of Tantlifiattv THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired (X byA_.A.2...qqA§pq ice. I ......128.B h9p Sery .......AQ.. ........... V.....Hyannia.,__!,�A.....Q26.QJ L............................... Installer at...2D T"ird Avenue. West, Hyannis-Dort ............................................................................. _ry......................................................... has been installed in accordance with the provisions of TIME 5 of The State Sanitary Code as described in the application for Disposal WQfks.Construction Permit N65n.....J.*Z_4................... dated....0?/14/a5------------_--------- THE ISSUANCE OF;THIS CERTIFICATE SHALL NOT BE CO STRUED AS A GUARANTEE THAT THE SYSTEM'WILL FUNCTION SATISFACTORY. DATE............... 5........................................ Inspector. ...... ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......T .1.1..................OF... FEE$... Dismal 19orks T nstrwtion prrmit Permission is hereby .......................................................................... to Construct ?r Repair an Individual Sewage Disposal System at N39.1_Third AMPAW.,...K9§:Lh1yA]V!!*!7 ........................................................ Street as shown on the application for Disposal Works Construction Permit N8jj. ........... Dated...........2/14/3,5... ............ ................. . ....... . ............................ IL DATE 2/1 d t .................................................... ............. 185 FORM 1255 A. M. SULK!N. INC.. BOSTON MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723.3800 Ma Only(800)392.6108,FAX(800)851-8424 3/30/2010 Form of Notice of Casualty Loss to Building Under Mass. Gen.Laws,Ch.139,Sec.36 BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET 367 MAIN STREET HYANNIS MA 02601 Re: Insured: STEVEN R CHRISTINE M BABINEAU Property Address: 20 THIRD AVENUE, BARNSTABLE,MA 02630 Policy Number: 0828333 Type Loss: Water Damage:All Other Damage Loss Date of Loss: 03/28/2010 Claim Number: 274436 Claim has been made involving loss,damage or destruction of the above captioned propert,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any notice under Massachusetts General Laws, Chapter 139,Section 3B is appropriate,please direct it to the attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division CMA00021 W ' M f /y201 I I Y r OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) . Property Address: 20 THIRD AV HYANNISPORT 02672 M266 P085 Owner: PATTIE CALASUONNO Date of Inspection: 3/31/03 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or,benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. I �4q 33 AO 30 js 3 in MAY-1-2008 05:52P FROM: 9785821200 TO:15085349244 P.2 EXHIBIT A The land in that part of Barnstable known as Hyannisport, Barnstable County, Massachusetts, bounded and described as follows: NORTHWESTERLY: by Third Avenue, one hundred ten (110)feet, more or less; NORTHEASTERLY: byLots.E_andAl, one hundred eighteen and 7110 (1181) feet, more or less: SOUTHEASTERLY: by Lot Al again, sixty-five (65)feet, more or less, SOUTHWESTERLY: by Lot B, eighteen and 7110 (18.7) feet more or less; SOUTHEASTERLY: by Lot B, forty-five (45) feet, more or less; and SOUTHWESTERLY: by apart of Lot G, one hundred (100) feet, more or less.- Being shown as Lot F1 and part of Lot G on plan entitled " Resubdivlsion of tots, y. Property of Frank E. McCabe as Seaside Park, Hyannisport-Barnstable County, Mass., Scale V=60% March 1933, George F. Clements, C.E., Hyannis, Mass."which plan is recorded with Barnstable County Registry of Deeds in Plan-Book 49, Page 137. Property Location: 20 THIRD AVE(HYANNIS) MAP ID: 246/085/ Vision ID:17166 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 04/22/2002 13 a M"N W ' AA F Element Cd. Ch. Description Cothmercial Data Elements tyle/Type 01 Ranch Element Cd. Ch. Description odel 01 Residential Heat&AC ade C_ Average Grade Frame Type t Baths/Plumbing 30 ories 1 1 Story Occupancy 0 CeilingfWall Rooms/Prtns Exterior Wall 1 14 Wood Shingle %Common Wall 2 all Height 6 oof Structure 3 Gable/Hip Roof Cover 3 Asph/F GIs/Cmp M Interior Wall 1 )5 Drywall Element Code Description actor BAS 2 2 BMT 12 Interior Floor 1 12 Hardwood Complex 2 Floor Adj Unit Location eating Fuel 3 as Heating Type 5 of Water Number of Units 6 AC Type I one Number of Levels %Ownership Bedrooms 1 1 Bedroom Bathrooms 1 1 Bathroom 30 10 1 Full Unadj.Base Rate 60.00 FOP Total Rooms Rooms Size Adj.Factor 1.37288 Bath Type Grade(Q)Index 0.86 6 4 Kitchen Style Adj.Base Rate 70.84 Bldg.Value New 62,552 Year Built 1939 Eff.Year Built (A)1975 Nrml Physcl Dep 25 ------ Funcnl Obslnc 0 Econ Obsinc 0 (Indp I 1)e.vrrintinn Perrentape Specl.Cond.Code 1010 Single Fam 100 Spec]Cond% Overall%Cond. 75 eprec.Bldg Value A4 OAA IE:D Code Description LIB Units Unit Price Yr. I Dp R1 %Cnd Apr. Value FGR2 Garage-Avg L 324 25.00 1939 1 100 3,200 . ........... fly Code Description LivingArea Gross Area I Ef Undeprec. Value ff Area Unit Cost BAS First Floor 732 732 732 70.84 51,855 BNIT Basement Area 0 732 146 14.13 10,343 FOP Open Porch 0 24 .5 14.76 354 Td. Gross LkLEasc Area 732 1,488 883 Bld Val: 62,552 Property Location: 20 THIRD AVE(HYANNIS) MAP ID: 246/085/// Vision ID: 17166 Other ID: Bldg 1 Card 1 of 1 Print Date:04/22/2002 13:52 MOVIE REED,MATTHEW B 1 evel ublic Wate:l aved Description Code Appraised Value Assessed Value %TENAGLIA,GEORGE A ET ALS as ES LAND 1010 66,200 66200 801 9HOBARTST eptic -RESIDNTL 1010 46,900 46:9010 BRAINTREE,MA 02184 TL 1010 3,200 3,200 Barnstable 2002,M4 Account# 150188 Plan Ref. Tax Dist. 400 Land Ct# Per.Prop. UP FY03 #SR Life Estate #DL I LOT F1&PARTNotes: VISION #DL 2 GIS ID: 17166 Total 116,3001 116,30 1 DAZE 4::vW' REED,MATTHEW B 10692/061 04/10/1997 Q 1 86,000 00 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value LESANTO,JOSEPH J JR&DARIA 9183/036 05/15/1994 Q 1 85,000 2001 1010 66,200 1001,1010 44,9001999 1010 44,900 KENNEDY,GEORGE&PETERS,J 5487/214 12/15/1986 Q 1 128,000 2001 1010 46,900 2000 1010 42,7001999 1010 44,000 ODRISCOLL,DENIS 5351/232 10/15/1986 Q 1 1 2001 1010 3,200 000 1010 3,4001999 1010 2,700 RICCIO,DONALD ET ALS 5325/150 09/15/1986 Q 1 63,000 PERRY,KEITH D&SHARON P 4322/146 11/15/1984 Q 1 63,000 Total: 11 91,0001 Total:1 91,600 Year TypelDescription Amount Code Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 46,900 Appraised XF(B)Value(Bldg) 0 Total. Appraised OB(L)Value(Bldg) 3,200 Appraised Land Value(Bldg) 66,200 RN c_;��61111;,1'16fAU A% . ... Special Land Value SMALL LOFT Total Appraised Card Value 116,300 Total Appraised Parcel Value 116,300 Valuation Method: Cost/Market Valuation Net Total Appraised Parcel Value 116,300 law Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. PurposelResult 7/21/1999 DD 00 eas/Listed B# Use Code Description Zone D[Frontaize Depth Units Unit Price I.Factor S.I. C.Factor Nbhd Adj. Notes-AdjISPecial Pricing Adj. Unit Price Land Value 1 1010 Single Fam RF1 4 0.28 AC 229,000.00 1.00 5 1.00 58AC 1.00 SPCL(.28,U10)Notes:10 IBLD 236,429.00 66,200 Total Card Land Units 6.28 AC Parcel Total Land Area: 0.28 AC Total Land Valuql 66-,200 � G Town of Barnstable *Permit# Y7SO� .i Expires 6 months from issue date PERMS►, Regulatory Services Fee � b� A4^ Thomas F.Geiler,Director TOW N Building Division �L4 Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 7 n I� Property Address 20 �� aae. Residential Value of Wor ��.� Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address A4&VIe— OVG4_"C eLc3 .�resf t��✓� � s� �Ca�`}�, Contractor's Name Z�/ T/'y Telephone Number 6-0,?_.29Y 21'2,9 Home Improvement Contractor License#(if applicable) 1 W&f V Construction Supervisor's License#(if applicable) �� trworkman's Compensation Insurance Check one: [� I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# 6' L 9- f-/13 of d d,? 6 3/-3 04 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ;S-Re-roof(stripping old shingles) All construction debris will be taken to ",-Y/w's le ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. 0 of the H me Improvement Contractors License is required. . -x SIGNATURE: t Torn s:expmtrg ,1evise061306 1 BELCAPE CONSTRUCTION �r PO Box 2881 0111 HYANNIS,MA 02601 Dzmitry Mazheika Tel: (508)292-1523 (508)298-2523 Fax: (508) 534-9244 Proposal to : Steve Ave-szc,e.e— 20 Third AVE. , Hyannis Port, MA (508) 509-2807 ` l "-. )' 'T —/24i:�7W ._A- 1) We hereby submit specification and estimates for R&R 9.5 sq.new white cedar siding using approximate 5"exposure hitting tops and bottoms of window and door openings as allowed(may not be possible at all openings). -Install new vapor barrier. -Install double first course of siding. -Install new window and door drip cap flashing. -Siding to be secured using rust-resistant fasteners '/z"to 1"above next course line. -Last course to be hand nailed using#6 box nails. All fasteners galvanized,faced fasteners—stainless steel LABOR: $2,940 If acceptable, initial here: 2)Build two new overhanging rakes, dress porch(no decking&railings)and eaves to mach existing. R&R corner boards to mach existing. All trim-prime pine; PT PLY at overhanging rakes. LABOR: $3,360 If acceptable, initial here. 3) Install new ridge & soffit ventilation system; install new roof insulation with rafter-vents. 1. Strip existing roofing and remove debris. Calculated layer- 1 laver, 2 layers, 3 layers. Anymore layers of roofing needed to be stripped will be additional. 2. All gutters will be cleaned out,grounds cleaned up and nails extracted with magnets. We utilize magnets so as to minimize your exposure to personal injury and/or property damage from nails left behind at the job site. 3. After removal of roof,wood deck will be inspected for splitting,rot or other deterioration. Owner will be advised of need for wood replacement prior to commencement of wood replacement work. 4. Along all eaves of house,Ice&Water Shield waterproofing underlayment will be directly adhered to the wood deck. Full-width underlayment will be installed so as to extend from eave edge of exterior i i BELCAPE CONSTRUCTION ZI`r'1R1 PO Box 2881 HYANNIS,MA 02601 Dzmitry Mazheika Tel: (508)292-1523 (508)298-2523 Fax: (508) 534-9244 Proposal to: Steve 20 Third AVE . Hyannis Port, MA (508) 509-2807 '1 f--5Y 2 - 12i 7,0 1) We hereby submit specification and estimates for R&R 9.5 sq.new white cedar siding using approximate 5"exposure hitting tops and bottoms of window and door openings as allowed(may not be possible at all openings). -Install new vapor barrier. -Install double first course of siding. -Install new window and door drip cap flashing. - Siding to be secured using rust-resistant fasteners %"to 1"above next course line. -Last course to be hand nailed using#6 box nails. All fasteners galvanized,faced fasteners_—stainless steel LABOR: $2,940 If acceptable, initial here: 2)Build two new overhanging rakes, dress porch(no decking&railings)and eaves to mach existing. R&R corner boards to mach existing. All trim-prime pine; PT PLY at overhanging rakes. LABOR: $3,360 If acceptable, initial here: 3) Install new ridge & soffit ventilation system; install new roof insulation with rafter-vents. 1. Strip existing roofing and remove debris. Calculated layer- 1 layer,2 layers, 3 layers. Anymore layers of roofing needed to be stripped will be additional. 2. All gutters will be cleaned out,grounds cleaned up and nails extracted with magnets. We utilize magnets so as to minimize your exposure to personal injury and/or property damage from nails left behind at the job site. 3. After removal of roof,wood deck will be inspected for splitting,rot or other deterioration. Owner will be advised of need for wood replacement prior to commencement of wood replacement work. 4. Along all eaves of house,Ice&Water Shield waterproofing underlayment will be directly adhered to the wood deck. Full-width underlayment will be installed so as to extend from eave edge of exterior overhang. Waterproofing underlayment is installed to eaves to protect against ainst interior leakage and subsequent damage from wind-driven rain, ice and snow dams,and freeze back conditions. S. Install waterproofing underlayment in full width (36" wide) to all valleys. Install waterproofing underlayment at all vent pipe collars and any other projections and skylights. Underlayment adds additional protection against leakage at critical terminations. Over remainder of house, 15-lb.Felt paper will be installed and nailed to the wood deck. 6. Install new white drip edge to all perimeter eave and gable edges. Drip edge is installed to protect from leakage and rot and to provide a neat and clean perimeter profile,or copper if doing red cedar roof. 7. All existing vent pipes will receive new aluminum vent pipe flashings with neoprene gasket collars, or copper if doing red cedar roof. 8. At all eave edges or roof, shingle starter strip will be cut an installed with sealing strip at lower edge of roof in accordance with manufacturer's specifications. This provides a watertight and wind-resistant termination for your roof. 9. At peak of roof,an approximate(3)three-inch-wide continuous gap will be cut out of deck. Air Vent,Inc. Shinglevent II solid vinyl ridge vent with external baffle will be fastened over the opening in the deck. Shingle caps will be cut, installed nd fastened over the vinyl ridge vent into the decking with 2 Yz inch coated roof nails secured (5) five inches on center on each side of the ridge. Nails will be totally concealed between each subsequent course of shingle cap. Shinglevent II comes with a 30-year material warranty from Air Vent, Inc. Shinglevent II vinyl ridge vent provides you home with the necessary exhaust ventilation to prolong the life of the shingles and the wood sheathing to ensure a properly balanced ventilation system in compliance with FHA requirements if used in conjunction with eave intake ventilation,and provide cooler attic temperatures in the summer and less moisture-laden damaging air in the winter. If red cedar roof,then cedar ridge boards to be used. 10. Storm nailing: Because we live in a severe storm region, additional (storm) nailing is strongly recommended by BelCape Construction the manufacturers and the National Roofing Contractors Association. Secure new roof with 50% more nailing, upgrade minimum standard (4) four nails per shingle to(6)six nails per shingle, 1 1/4"long. Nails will be galvanized with a rust-inhibitive coating. If red cedar roof,then using stainless steel fasteners. 11. Shingle installation: Supply an install roofing shingles according to the manufacturer's specifications, according to the below selected material and warranty. All work to be performed by' insured professionals. 12. Install waterproofing underlayment surrounding chimney. Underlayment will extend up vertical portion of chimney a minimum of (2) two inches. Caulk all lead flashings together around chimney with Dymonic caulk. This is not a guarantee but a maintenance procedure. We cannot guarantee chimney from leakage with roof job only. See chimney proposal if applicable. We cannot guarantee existing skylights or venting units unless we replace them with new ones. 13. Dumpster will be sent to job site. Please note any special requests for location: The above specifications are required to meet the National Roofing Contractors Association (NRCA) roof standards, 4 Edition, as well as to meet manufacturer's specifications for warranty requirements. Anything less than these procedures would be a substandard installation. Touch-up painting may be required and is not included in this proposal. BP Organic Asphalt Shingles with 5-year 100% labor and materials warranty and duration of warranty is prorated labor and materials for the life of the shingle(see warranty). LABOR: $2,205 If acceptable, initial here: EAVE VENTING: Perimeter eave venting will provide your house with the necessary intake ventilation to prolong the life of the shingles and the wood sheathing to ensure properly balanced ventilation system in compliance with FHA requirements and to provide cooler attic temperatures in the summer and less moisture-laden damaging in the winter. MANUFACTURERS STATE THAT THE WARRANTY MAY BE VOID IF PROPER VENTILATION IS NOT IN PLACE. Job is estimated to commence approximatel 4 - 6 weeks after deposit received unless otherwise noted here: Work is scheduled to be substantially completed in approximately If acceptable,(both)initial here: Any work above and beyond the specifications outlined in this proposal will be performed at$57.00 per man hour plus materials or priced on request. All additional work,including travel time and lumberyard runs will be subject to extra charge. In the event of rot repairs, roof repairs or any related work requiring immediate attention,we will proceed without customer approval. We look forward to working with you; please call if you have any questions. Sincerely, BelCape Construction BelCape Construction will provide cleanup on a continuing basis and all debris will be removed from site. All products installed by BelCape Construction will be to manufacturer's specifications. All work will be performed by insured professionals. Owner to provide all materials expenses. All material is guaranteed to.be as specified and the above work to be performed in accordance with the drawings and/or specifications submitted for above work and completed in a substantial workmanlike manner. There will be no refund for special-order windows, doors or any other non-stocked materials after three days from approved proposal. All warranties will be null.and void if account is not current and paid in full. Owner to move all personal objects, furniture, etc., from work areas. All items against walls should be considered for removal during any exterior siding jobs,additions,etc. to guard against damage. In the case of any roofing and ridge venting,dust and debris should be expected and any items in the attic should be removed. BelCape Construction is not responsible for any damages if said items remain in place. BelCape Construction is not responsible for any damages that may occur during construction to landscaping or any finish ground work,plantings,asphalt or stone driveway,etc. Flowers and shrubs against.house may need to be repaired or replaced by homeowner. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance upon above work. Workmen's Compensation and Public Liability Insurance on above work to be taken out by BelCape Construction. No lien or security interest will be placed on the residence as a consequence of the contract. Owners who secure their own construction-related permits or deal with unregistered contractors will be excluded from access to the guaranty fund. ;� �- This Contract not valid unless signed b Corporate Officer: � Y rP r` Acceptance of Estimate The above prices, specifications and conditions are satisfactory and are hereby accepted. BelCape Construction is authorized to do the work as specified. Payment will be made as such: 1/3 Deposit, 1/3 when half complete and 1/3 upon substantial completion. All progress and final payments to be made to Foreman at appropriate time. TOTAL CONTRACT LABOR: $8,505 If acceptable, initial here: DO NOT SIGN THIS CONTRA IF T RE ARE ANY BLANK SPACES. Date: 7 V D Signatures• Note: No work shall begin prior to the si ing of=con tract and transmittal to the owner of a copy of such contract. You,the buyer may cancel this tr saction time prior to midnight of the third business day after the day of this transaction. Board of Building Regulations and Standards { HOME IMPROVEMENT CONTRACTOR 4lug Registration:; 199986 I Elcpiration 2/28/2008 „ �TYpe DBA` x - BELCAPE CONSTRUCTION' DEMITRY39 Mp ZHEIKA J SEA STREET HYANNIS,MA 02601 Administrator i A License or registration valid for individul use onty; before the expiration date. if found return to: j Board of Building Regulations and Standards i One Ashburton Place Rm 1301 Boston,Ma.02108 i Not valid without signature y i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers" Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumb.ers Applicant Information Please Print Legibly Name (Business/Organization/Individual):. ���� (10h j7-;_1^usa A7°.0011* Address: /° City/State/Zip:_p a f� d� �aggw Phone.#: , Are you an employer? Check the appropriate box: 'Type of project(required):. 1.❑ I am a employer with 4. I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction . 2.M-I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Demolition workingfor me in an capacity, employees and have workers' Y P tY• 9. E]Building addition comp.insurance.$• [No workers'comp.insurance required.] 5. We are a corporation and its 10.0 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 MG!, 12.&Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' .43.1 Other 7r11 i w-a,/14 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: �2_ ?� / Policy#or Self-ins,Lic.#: 061 O( /✓1/3 Expiration Date:_ 0 7/ F�Z,98 Job Site Address: 3� +( '� �Y�-*�'r+�'1 1�f"f' City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the WA for insurance coverage verification. I do hereby certi d e ains a penalties of perjury that the information provided above is true and correct: Si afore: Date: Phone#: Official use only. Do not write in this area,tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuiIding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: InforM' ation and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." •Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of complfance 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-conti-actor(s)name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Co'MP anies'(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 workeis' 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 Sile Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be fined out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or,commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The commonwealth of Massaehus�tts Deparkment of Industrial Accidents Office of InvestlgatiQns 600 Washington Street Boston, MA 02111 Tel.#617-727-49p4 ext 406 or 1-977-MASSAFE Fax# 617-.727-7749 Revised 11-22-06 . www.mass.gov(dia The Town of Barnstable Department of Health, Safety and Environmental Services M Building Division s 0260 367 Mafia Street,H MA 1 Hyannis Office: 508-790-6227 Ralph IvLCrossen Fax: 508-790-6230 Building Commissioner i Home Occupation Registration Date: Name: Nth (TiAEO � Phone#• S te- Address• ZU rtW AIJE Village: s: c ;'��, �� a� (0 C)8 S 'Type of Busmes Map/Lot: IN'rENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4.1.4 of the Zonis ordinance,provided that the activity shall not be discerniblehom outside the dwelling: there shall be no increase in noose or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no incase in air or groundwater poll ion. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dweDingwbich are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required host yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one sailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot eontaiaiag the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupadom • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwellingunit. 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