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0508 PRINCE HINCKLEY ROAD
��v� � � �� _ . � _ ,�-® a , -� d� ,. '' � - �. a .. .. a .,,.. . a o .. o - � 5 s a e .. _ ,. m ., n .. - o ,. o. .. � >a „ a ,, � .. ". o _ 6 . ,. a :. ... a o a :: e ; � .. - ., C .. - e ,� o o 0 ^ � e � ,. .. o ��i .. o t :. o � � '; ei A, ,. � o 1� ., .. .. Y � _ Y .. ,' � e — ,. p r �. M, .. � w e .. �.: .: t .. i .. � ., _ .. .. ,� �, o � .- r i., �.. o � c ` �,., �.i ,. .. .,. a ..� �;.: ,. � � p o, Y. d� o .. ', .. n _ - e , ' _ _ � .. o Y a. � i e Town of Barnstable Building -++ � w�•=+y+.wt IPost`This Card So That it is Visible From the Street Approved Plans Must be.Retamed on'Job and this Card Must be Kept Posted Until Final Inspection,Has Been IVlade r "'_ a 1639. ,� Permit r " Whe,e a Certificate of Occupancy is Required,such Building"shall,' be Occupied untilaFinal Inspection has been made .. Permit No. B-18-3512 Applicant Name: GOVONI, MARGARET M Approvals Date Issued: 10/24/2018 Current Use:, Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 04/24/2019 Foundation: Location: 508 PRINCE HINCKLEY ROAD,CENTERVILLE Map/Lot: "170-146 Zoning District: RC Sheathing: Owner on Record:. GOVONI,MARGARET M Contractor Name'., Framing: 1 Address: 508 PRINCE HINCKLEY RD Contractor License: 2 CENTERVILLE, MA 02632 Est: Project Cost: $0.00 Chimney: Description: 12x16 Shed Permit.Fee: $35.00 Insulation: Fee Paid:` $35.00 Project Review Req: Date:: 10/24/2018 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. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents4or which-this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street-or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. - Electrical The Certificate of Occupancy will not be issued until all applicable signatures;by the Building and Fire Officials are'provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection ''" "' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable of Building Department Services �9dLS� ` Brian Florence,CBO s •ARNSTABLE Building Commissioner o 200 Main Street, Hyannis,MA 02601 VAG Bo� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 20Al2 L11sm A-V 11 c Location of shed(address) Village ML&- Property owner's name Telephone number Z K C(o 1-70 14 Size of Shed Map/Parcel E-Mail4-AALJUet G-0ai44&t5Q. ktZ— ignature Date Hyannis Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:08/6/17 II� , I I. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ti'7© Parcel 11% �? Application # Health Division -10 A141 Date Issued 612_tdi� AC Ol Conservation Division �`�� 8nr Application Fee Planning Dept. 1�3Q���®,� Permit Fee ° Date Definitive Plan Approved by Planning Board ne Historic - OKH _ Preservation/ Hyannis r, Project Street Address Sf) a, "—o Village Gl�w1-bYW E OwnerMi.y Address—&M 2?,,,meet 4'.cA,1"�b Telephone (77ti) �vZl _ o;tai_5 Permit Requester AD� I 17�01 �� Square feet: 1 st floor: existing q57o proposed 6 2nd floor: existing HIZ proposed Total new 2Y,6 Zoning District L Flood PlainuX o /oT Groundwater Overlay Cam? Project Valuation '*76 c Construction Type Lot Size l�,.g74, 1S i, Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 53"— Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes YNo On Old King's Highway: ❑Yes O'&o Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing ` new Half: existing I new Number of Bedrooms: Z 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 YNo Fireplaces: Existing ✓ New Existing wood/coal stove: ❑Yes &/No Detached garage: E(existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: Zxisting ❑ 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) t►� Name �l + _ Telephone Number 771 - S; Address 15b 4A4ArQc*' 66L�jig License# Home Improvement Contractor# lsoot I9 Email_� NN� 1 Q ,�vr.esr ni Worker's Compensation # 1tik�' r7-s�t:5]z�i ��o1�R ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE -1—oo 00 1 L . 1 FOR OFFICIAL USE ONLY j J . k 5 } APPLICATION # r . DATE ISSUED {_ MAP/PARCEL NO. r , n ADDRESS VILLAGE 4: ' f ' OWNER t - ;R , " . DATE OF INSPECTION: a FOUNDATION FRAME t INSULATION FIREPLACE' # ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL ?; GAS: ROUGH FINAL FINAL BUILDING a` DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services ' MAS& Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (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. Signatutef Owner 1gnature of Applicant Mrc,2:?re-1 Print Name rint Name Date C4.7 kw AWC Guide-to Wood Construction in#digit Wind Areas:110 mpda:Wiud Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1 01. Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust)....... :............................ 110 mph ✓' .............................. .......................... .............. . Wind Exposure Category.................................................................. . ....B : ........................................................ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8:in 12 slope shall be considered a story) stories <_2 stories ✓� RoofPitch ..........................................................................(Fig 2) .......................:................... : .4 <_12:12 MeanRoof Height ..............................................................(Fig 2)..:.......................I...................... ft <_33' Building Width,lN.........................:.....................................(Fig 3)...........:...... ft <80' ..................: 'Building Length, L ...............................................................(Fig..3)...............:................................. 80, . Building Aspect Ratio(LN1) ...............................................(Fig 4)......................... Z _<_3:1 ✓' Nominal Height of Tallest Opening2 ............ (Fig 4). ...... ... 1.3 FRAMING CONNECTIONS / General compliance with framing connections.............:......(Table 2)..............................................:.. r/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............:............:............:...........:....:............. t , ......................................................... Concrete Masonry :. :... ................... 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing—general .......... ..... ............. (Table 4)......... yin. Bolt Spacing from endfjoint of plate ............... (Fig 5)............. ........ ...... in.55 6".-:12" Bolt Embedment—concrete............................ (Fig..S): m._7° .........................................�' >> Bolt Embedment—mason .. _sue' masonry............................ ....(Fig 5): O.in. 15" Plate Washer.............:::..... .(Fig 5).................................. >3"x 3"x% s ....... .. " 3.1 FLOORS Floor framing member spans.checked ..................... ....(per 780 CMR Chapter 55)...... Maximum Floor Opening:Dimension.............................. ....(Fig 6)..:...............:....... Oft<12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..., Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................-... <ft d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................�ft <_d f FloorBracing at Endwalls...........:.............:..: .....................(Fig,9)...................................................................... Floor Sheathing Type ........................................................ (per 780 CMR Chapter 55)....... ... Floor Sheathing Thickness" ................................................(per 780 CMR Chapter 55).. 3y F in.Floor Sheathing Fastenin 9 9••----••-••-••••••••••.•••••••••................ .(fable 2)...-ad nails at Q in.edge'/fin field 4.1 WALLS Wall Height Loadbearing Walls.......................................... .............(Fig 10 and Table 5)................. ... 9 ft <_10, Non-Loadbearing walls................................................(Fig..10 and Table 5)................. .. ft 5 20, Wall Stud Spacing ........................................................(Fig 10 and Table 5)......... ........ :. in._<24"o.c. Wall Story Offsets ....................:...................................(Figs 7&8)............................................. 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6 - q .ft-0 in. Non-Loadbearing walls................................................(Table 5)..............................2x C - ft-in. Gable End Wall Bracing' Full Height Endwall Studs..........................^................(Fig 10).........:......................................................... WSP Attic Floor Length................................................(Fig.1.1)....._.......................................... O ft>_W/3 Gypsum Ceiling Length (if 1NSP not used) ..................(Fig 11)::............................................C�)ft>.0,9W and 2 x 4 Continuous Lateral Brace @.6 ft.o.c....(Fig 11)...............:........ .. .: .. J� 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 Splice Length ........................................................(Fig 13 and Table 6)...................`................. , Splice Connection(no.of 16d.common nails .............(Table 6).......................................................... n iC �,� r AWC Guide to Wood:Construction in High Wind Areas: 110 mph Wind Zone - massachusetts:.Cheddist for Compliance (7s0 CMR 5301.23.1)' Loadbearing Wall Connections Z Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... 'Non-Loadbearing Wall Connections Lateral(no..of 16d common nails)...............................(Table 8).............................................................7- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9).................................: 6 ft a in.<_11' Sill Plate Spans ........................................................(Table 9).................................. 6 ft fZ- in.<_11' Full Height Studs (no.of studs)...................................(fable 9)..................,...................................... ? Non-Load Be.anng Wall Openings(record►argest opening but check all openings`for compliance to Table 9) Header.-.Spans:.....:.................... ....... .................(Table 9).................................. Z ft_jr'_in.<_12, SillPlate Spans.............:.............................................(Table 9)..................................-7—ft G in.:5 12" Full Height Studs(no.of studs).....................................(Table 9)........................................................... � Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum.Building Dimension,W fe<< Nominal Height of Tallest Opening2 ............ ....................................I..........................6 o`-6 8" -� SheathingType.............................................(note 4)....................................................... Edge Nail Spacing ......(Table 10 or note 4 if less)................I........ in. ✓' Field Nail Spacing ............. able 10 ................................................1z in. .� Shear Connection(no.of 16d common nails)(Table 10)..................................................... . Percent Full-Height Sheathing .... able 10 ...................................................�% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Openin92......................................................................6`-6-8" Sheathing Type........:.:...............................".(note 4).................................................... Q. Edge Nail Spacing.........................................(Table 11 or note 4 if less) .:... .......�in. Field Nail Spacing.........................................(Table 11).:........:::......::.:..............:. .:.....:.JCS in. Shear Connection(no.of 16d common nails)'(Table 11)...................................................... f able 11 Percent Full-Height Sheathing.................:.... (T ).................................................: 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts):................::.. -Wall Cladding Ratedfor Wind Speed?..................................._........................ ..................................................... ... 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang _........::..........:........................... ..(Figure 19)..............(eft ssmaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors (T )..........:.....................:...........U-Z If Uplift...........:....:............................... able 12 Lateral.............................................(fable 12)...................................,.:..:....Lj'7G�plf Shear........... ..................................(Table 12)...................................---......S plf. Ridge Strap Connections,if collar ties not used per page 21... (fable 13)...............................Or , 42-plf Gable Rake Outlooker. ...........................:......(Figure 20).............!ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing.Walls Proprietary Connectors Uplift................................................(fable 14)............................................U= �b. Lateral(no.of 16d common nails)...(Table 14).......................................L=jk-lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... . . ..........................................fgin.>_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. Comer 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. Cow r��/�y��IG►�,� .4WC Guide to Wood Construction in High Wind Arens:110 mphWind Zone Massachusetts Checklist for Cot plia> cc (780 CMR 5301.31.1)t 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist_ and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double topplates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment THE EDGE RESTS ON FRAMING W 8d MACS 'AT EW — 11 ,1 , /1 1 Y 41 ,I. % 11 i 11 1 r - 11 1I. PF a - ic .NAD . . If 1 , 1 .T� Ia ii g a IL U W R r 11 1, h i u r 11 rl a u 1 NAILSPAGING — I i 1 PANEL_ v� See Detail on Next Page Vertical and Horizontal_Nailing for Panel Attachment Q Vim -' AWC Guide.td Wood'Construction in High -Wind Areas: 110 mph;Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 a U2 a 1 / r 1, 1 1 u , 1 ; i a tit'a II I1 .FRAM RS FRAMING MEMBE i EDGE 6� EMAEDIATE • r i STAGGERS —� 3•M"L NAILPATTERN PANEL PA?gP EDGE DOUBLENAILEDGESPA#!GMAL i` Detail Vertical`and Horizontal Nailing for Panel Attachment BeamChek v2013 licensed to: Giampietro Architects Reg# 7124-1030 Iliot Residence dge Beam CBeam C� Prepared by: LFG Date:4/18/16 Selection (2) 1-3/4x 14 1.9E TJ Microllam LVL Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.6 in2 R2=4.6 in (1.5) DL Defl= 0.38 in Data yBeam.Span—___ 14A ft Beam Wt per ft 12.59# Reaction 1 TL 2958# Reaction 2 TL 2958# Bm Wt Included 176# Maximum V 2958# Max Moment 10353'# Max V(Reduced) 2465# TL Max Defl L/240 TL Actual Defl L/442 Attributes Section (in3) Shear(in 2) TL Defl(in) Actual 114.33 49.00 0.38 Critical 56.39 19.46 0.70 Status OK OK OK Ratio 49% 40% 546/6 Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2203 190 1.8 650 Adiustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 410 =A �SEESEWD VA F�la � Uniform Load A 0 R1 =2958 R2=2958 SPAN= 14FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Cotuit-Bq--Design Addition-&-&-remodeling CE1lottResidence 0508-PrinceHinckley_-Road C�CenteniiIle---MAC __ __ BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Elliot Resid T'" A om Rmy_ add�np Fa v' Beam`A Prepared by LFG Date:4/18/16 Selection (3) 1-3/4x 14 1.9E TJ Microllam LVL ' Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=9.4 in2R2= 12.3 in (1.5) DL Deft= 0.37 in Data "LBeam Span_ 12.0 0 Beam Wt per ft 18.89# Reaction 1 TL 6110# Reaction 2 TL 8017# Bm Wt Included 227# Maximum V 8017# Max Moment 19883'# Max V(Reduced) 6921 # TL Max Defl L/240 TL Actual Defl L/388 Attributes Section (in') Shear(in 2) TL Defl (in) Actual 171.50 73.50 0.37 Critical 108.29 54.64 0.60 Status OK OK OK Ratio 63% 74% 62% Fb(psi) Fv(psi) E (psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2203 190 1.8 650 Adiustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 . 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 920 =A Point TL Distance B=2860 10.0 D �Si �. 4929VA Uniform Load A Pt loads: 0 R1 =6110 R2=8017 SPAN = 12FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Cotuit Bay:Design Addition.,&remodeling Elliot:Residence,- '�-508 Prince Hinckl6y'Road Centerville<MA BeamChek v2013 licensed to:Giampietro Architects Reg,#,7124;1030 Elliot Residence At new opn'g to Craft Rm. add:F, Beam B T Prepared by: LFG —Date:4/18/16 Selection (2) 1-3/4x 9-1/2 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.8 in R2= 1.8 in' (1.5) DL Defl= 0.23 in Data ge'-am gPa ^ 11.0 f 7> Beam Wt per ft ryR-8-54# Reaction 1 TL 1147# Reaction 2 TL 1147# Bm Wt Included 94# Maximum V 1147# Max Moment 3154'# Max V(Reduced) 982# TL Max Defl L/240 TL Actual Defl L/578 Attributes Section in3) Shear(in 2) TL Defl (in) Actual 52.65 33.25 0.23 Critical 16.30 7.75 0.55 Status OK OK OK Ratio 31% 23% 42% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2323 190 1.8 650 Adiustments CF Size Factor 1.032 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 200 =A z / E NO.4929 ', F�'s�aaats P Uniform Load A 0 0 R1 = 1147 R2= 1147 SPAN = 11 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Cotuit-Bay Design,---,., Addition&remodeling Elliot Residence, �V �508 Prince Hinckl6yy'Road Centerville- Bk 25781 Ps 125 0-53330 '10-25-2011 a 12=53P HOME EQUITY LINE OF CREDIT No mortgage broker or MORTGAGE mortgage loan originator was involved in the Loan No.90xxx0937 mortgage. MORTGAGE,MADE AS OF THE DATE OF EXECUTION HEREOF,between the Mortgagor(s), Margaret M.Elliott,Vk/a Margaret M.Govoni,being an unmarried single person,of 508 Prince Hinckley `Road,Centerville,Barnstable County,Massachusetts 02632(herein"Borrower")and the Mortgagee,The Cape Cod Five Cents Savings Bank,having its principal place of business at Main Street,HirwichpoM Massachusetts 02646(herein"Lender'), WHEREAS,the Borrower has entered into a Home Equity Line of Credit Agreement(herein"Agreement" or"Note")with the Lender,of even date herewith,which permits the Borrower to borrow from time to time on a revolving credit basis up to TWENTY-FIVE THOUSAND AND 001100 ($25,000.00) DOLLARS and the Agreement,among its other terms,(a)requires the Lender to advance funds from time to time to Borrower up to the above-described maximum line of credit upon the request of the Borrower therefor without any discretion in Lender provided the Agreement is still in full force and effect at the time the request is received by the Lender and provided that the Borrower is not in default under the Agreement or under this Mortgage, or any other agreement the Borrower has with the Lender;(b)requires the Borrower to make minimum monthly payments based on a specified formula;(c)anticipates that from time to time there may be no indebtedness outstanding of Borrower to Lender, however,Borrower will have the right thereafter to incur further indebtedness to Lender pursuant to the terms of the Agreement by making a request for an advance under the Agreement(it being the intent of the parties that any such advance shall be secured by this Mortgage with the same priority as if such advance had been made on the date of this Mortgage thereby maintaining Lender's mortgage interest in the Property with priority over any and all encumbrances,whether voluntary or involuntary,which attached to the Property and were perfected subsequent to the date of the recording of this Mortgage in the applicable Registry of Deeds, including without limitation, subsequently recorded mortgages, attachments and liens). This Security Instrument secures to Lender (a)the repayment of the debt evidenced by the Note,with interest,and all renewals,extensions and modifications;(b)the payment of all other sums, with interest, advanced under paragraph 6 to protect the security of this Security Instrument and;(c)the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose Borrower does hereby mortgage,grant and convey to Lender,with the Statutory Power of ' Sale,the following described Property located in Barnstable,Barnstable County,Massachusetts: Lot 246 as shown on plan of land entitled 'Centerville Highlands Sec IX Plan of Land in Barnstable (Centerville)Mass. for Alan E. Small,Inc., Scale one inch equals 100 feet May 8, 1984,Baxter and Nye,Inc. Registered Land Surveyors,Osterville,Mass.',which said plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 386,Pages 90 through 94 inclusive. Subject to and with the benefit of all rights,rights of way,reservations,restrictions,covenants and easements of record,insofar as the same are in force and effect. For title,see Deed recorded at the Barnstable County Registry of Deeds at Book 5968,Page 163. Which has the address of 508 Prince Hinckley Road, Centerville, Massachusetts 02632 (herein "Property Address"). TOGETHER WITH all the improvements now or hereafter erected on the property,and all easements, , rights,appurtenances,rents,royalties,mineral,oil and gas rights and profits,water rights and stock and all fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security' Instrument.All of the foregoing is referred to in this Security Instrument as the"Property". BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to mortgage,grant and convey the Property and that the Property is unencumbered,except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any prior encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS Borrower and Lender covenant and agree as follows: 1.Payment of Principal and Interest. Borrower shall promptly pay when due the principal of and interest on the debt evidenced by the Note. 2.Application of Payments. Unless applicable law provides otherwise,all payments received by Lender under paragraph 1 shall be applied fist,to late charges due under the Note;second,to prepayment charges due under the Note;third,to the interest due;and last,to principal due. 3.Charges;Liens. Borrower shall pay all taxes,assessments,charges fines,and impositions attributable n '� Bk 25781 Pg 126 #53330 to the Property which may attain priority over this Security Instrument,and leasebold payments or ground rents,if any. Borrower shall pay them on the time due to the person owed payment. Borrower shall promptly furnish to Lender all notices of amounts to be paid under this paragraph. Borrower shall promptly furnish to Lender receipts evidencing the payments. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower:(a)agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender;(b)contests in good faith the lien by,or defends against enforcement of the lien in legal proceedings which in the Lender's opinion operate to prevent the enforcement of the lien or forfeiture of any part of the Property;or (c)secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security % Instrument. If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security Instrument,Lender may give Borrower a notice identifying the lien,Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving of notice. 4.Hazard Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire,hazards included within the term"extended coverage"and any other hazards for which Lender requires insurance. The insurance shall be maintained in the amounts and for the periods that Lender requires. The insurance carrier providing the insurance shall be chosen by the Borrower subject to Lender's approval which shall not be unreasonably withheld. All insurance policies and renewals shall be acceptable to Lender and shall include a standard mortgage clause. Lender shall have the right to hold the policies and renewals. If Lender requires,Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. In the event of loss,Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing,insurance proceeds shall be applied to restoration or repair of the Property damaged,if restoration or repair is economically feasible and Lender's security is not lessened. If the restoration or repair is not economically feasible or Lender's security would be lessened,the insurance proceeds shall be applied to the sums secured by this Security Instrument,whether or not then due,with any excess paid to Borrower. If Borrower abandons the Property,or does not answer within 30 days a notice from Lender that the insurance carrier has offered to settle a claim,then Lender may collect the insurance proceeds. Lender may use the proceeds to repair or restore the Property or to pay sums secured by this Security Instrument, " whether or not then due. The 30-day period will begin when the notice is given. Unless Lender and Borrower otherwise agree in writing,any application of proceeds to principal shall not extend or postpone the due date of the monthly payments referred to in paragraph 1 or change the amounts of the payments. If under paragraph 18 the Property is acquired by the Lender,Borrower's right to any insurance policies and proceeds resulting from damage to the Property prior to the acquisition shall pass to Lender to the extent of the sums secured by this Security Instrument immediately prior to the acquisition. 5.Preservation and Maintenance of Property;Leaseholds. Borrower shall not destroy,damage or substantially change the Property to deteriorate or commit waste. If this Security Instrument is on a leasehold, Borrower shall comply with the provisions of the lease,and if Borrower acquires fee title to the Property,the leasehold and fee title shall not merge unless Lender agrees to the merger in writing. 6.Protection of Lender's Rights in Property;Mortgage Insurance. If Borrower fails to perform the covenants and agreements contained in this Security Instrument,or there is a legal proceeding that may significantly affect Lender's rights in the Property(such as a proceeding in bankruptcy,probate,for condemnation or to enforce laws or regulations),then Lender may do and pay for whatever is necessary to protect the value of the Property and Lender's rights in the Property. Lender's actions may include paying any sums secured by a lien which has priority over this Security Instrument,appearing in court,paying reasonable attorney's fees and entering on the Property to make repairs. Although Lender may take action under this paragraph 6,Lender does not have to do so. Any amounts disbursed by Lender under this paragraph 6 shall become additional debt of Borrower secured by this Security Instrument. Unless Borrower and Lender agree to other terms of payment,these amounts shall bear interest from the date of disbursement at the Note rate and shall be payable,with interest,upon notice from Lender to Borrower requesting payment. If Lender requires mortgage insurance as a condition of making the loan secured by this Security Instrument,Borrower shall pay the premiums required to maintain the insurance in effect until such time as the requirement for the insurance temtinates in accordance with Borrower's and Lender's written agreement or applicable law. 7.Inspection. Lender or its agent may make reasonable entries upon and inspections of the Property. Lender shall give Borrower notice at the time of or prior to an inspection specifying reasonable cause for inspection. 8.Condemnation. The proceeds of any award or claim for damages direct or consequential,in connection with any condemnation or other taking of any part of the Property,or for conveyance in lieu of condemnation,are hereby assigned and shall be paid to Lender. In the event of a total taking of the Property,the proceeds shall be applied to the sums secured by this Security Instrument,whether or not then due,with any excess paid to Borrower. In the event of a partial taking of the Property,unless Borrower and Lender otherwise agree in writing,the sums secured by this Security Instrument shall be reduced by the amount of the proceeds multiplied by the following fraction:(a)the total amount of the sums Bk 25781 Pg 127 #53330 secured immediately before the taking,divided by(b)the fair market value of the Property immediately before the taking. Any balance shall be paid to Borrower. If the Property is abandoned by Borrower,or if,after notice by Lender to Borrower that the condemnor offer;to make an award or settle a claim for damages,Borrower fails to respond to Lender within 30 days after the date the notice is given,Lender is authorized to collect and apply the proceeds,at its option,either to restoration or repair of the Property or to the sums secured by this Security Instrument,whether or not then due. Unless Lender and Borrower otherwise agree in writing,any application of proceeds to principal shall not extend or postpone the due date of the monthly payments referred to in paragraph 1 or change the amount of the payments. 9.Borrower not Released;Forbearance by Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower's successors in interest. Lender shall not be required to commence proceedings against any successor in interest or refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or Borrower's successors in interest. Any forbearance by Lender in exercising any right or remedy shall not be a.waiver of or preclude the exercise of any right or remedy. 10.Successors and Assigns Bound;Joint and Several Liability;Cosigners. The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower, subject to the provisions of paragraph 16. Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this Security Instrument but does not execute the Note:(a)is co-signing this Security Instrument only to mortgage,grant and convey that Borrower's interest in the Property under the terms of this Security Instrument;(b)is not personally obligated to pay the sums secured by this Security Instrument;and (c)agrees that Lender and any other Borrower may agree to extend,modify,forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without that Borrower's consent. 11.Loan Charges. If the loan secured by this Security Instrument is subject to a law which sets maximum loan charges,and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the loan exceed the permitted limits,then:(a)any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit;and(b)any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal,the reduction will be treated as a partial prepayment without any prepayment charge under the Note. 12.Legislation Affecting Lender's Right. If enactment or expiration of applicable laws has the effect of µ rendering any provision of the Note or this Security Instrument unenforceable according to its terms,said Note and/or said Security Instrument shall be deemed to be amended so as to be in compliance with applicable law following said enactment or expiration. 13.Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method. The notice shall be directed to the Property Address or any other address Borrower designates by notice to Lender. Any notice to Lender shall . be given by fast class mail to Lender's address stated herein or any other address lender designates by notice to Borrower. Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as provided in this paragraph. 14.Governing Law;Severability.This Security Instrument shall be governed by federal law and the law of the Commonwealth of Massachusetts,except that any applicable real estate law of any jurisdiction in which the Property is located shall apply for the purpose of perfecting the mortgage interest and any foreclosure proceedings which might be undertaken hereunder. In the event that any provision or clause of this Security Instrument or the Note conflicts with applicable law,such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Security Instrument and the Note are declared to be severable. 15,Borrower's Copy. Borrower shall be given one conformed copy of the Note and of this Security Instrument. 16.Transfer of the Property or a Beneficial interest in Borrower. If all or any part of the Property or any interest in it is sold or transferred(or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person)without Lender's prior written consent,Lender may,at its option,require immediate payment in full of all sums secured by this Security Instrument. However,this option shall not be exercised by Lender if exercise is prohibited by federal law as of the date of this Security Instrument. If Lender exercises this option,Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is delivered or mailed within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 17.Borrower's Right to Reinstate. If Borrower meets certain conditions,Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earlier of: (a)5 days(or such other period as applicable law may specify for reinstatement)before sale of the Property pursuant to any power of sale contained in this Security Instrument;(b)entry of a judgement enforcing this Security Instrument. Those conditions are that the Borrower:(a)pays Lender all sums which then would be due under this Security Instrument and the Note had no acceleration occurred;(b)cures any default of any other covenants or agreement;(c)pays all • expenses incurred in enforcing this Security Instrument,including,but not limited to,reasonable attorneys'fees;and (d)takes such actions as Lender may reasonably require to assure that the lien of this Security Instrument,Lender's rights in the Property and Borrower's obligation to pay the sums secured by this Security Instrument shall continue unchanged. Upon reinstatement by Borrower,this Security Instrument and the obligations secured hereby shall Bk 25781 Pg 128 #53330 remain fully effective as if no reinstatement by right to reinstate had occurred. The right to reinstate shall not apply in the case of acceleration under paragraph 16. NON-UNIFORM COVENANTS.Borrower and Lender further covenant and agree as follows: 18.Acceleration;Remedies. Lender shall give notice to Borrower prior to the acceleration following Borrower's breach of any covenant or agreement which will cause a default under the Note(but not prior to acceleration under paragraph 16 unless applicable law provides otherwise). The notice shall specify:(a)the default;(b)the action required to cure the default;(c)a date,not less than 30 days from the date the notice is given to Borrower,by which the default must be cured,and(d)that failure to cure the default on or before the date specified In the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property. The notice shall further inform the Borrower of the right to reinstate after acceleration and the right to bring a court action to assert the non-existence of a default or any other defense of Borrower to acceleration and sale. If the default is not cured on or before the date specified in the notice,Lender at its option may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the STATUTORY POWER OF SALE and any other remedies permitted by applicable law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this paragraph 18,including,but not limited to,reasonable attorneys'fees and costs of title evidence. If Lender invokes the STATUTORY POWER OF SALE,Lender shall mail a copy of a notice of sale to Borrower,and to other persons prescribed by applicable law,in the manner provided by applicable law. Lender shall publish the notice of sale,and the Property shall be sold in the manner prescribed by applicable law. Lender or its designee may purchase the Property at any sale. The proceeds of the sale shall be applied in the following order:(a)to all expenses of the sale,including,but not limited to,reasonable attorneys'fees; (b)to all sums secured by this Security Instrument;and(c)any excess to the person or persons legally entitled. to it. 19.Lender in Possession. Upon acceleration under paragraph 18 or abandonment of the Property,Lender (in person,by agent or by judicially appointed receiver) shall be entitled to enter upon, take possession of and manage the Property and to collect the rents of the Property including those past due. Any rents collected by Lender or the receiver shall be applied fast to payment of the costs of management of the Property and collection of rents, including,but not limited to,receiver's fees,premiums on receiver's bond and reasonable attorneys'fees,and then to the sums secured by this Security Instrument. 20.Release. Upon payment of all sums secured by this Security Instrument,Lender shall discharge this Security Instrument without charge to Borrower. Borrower shall pay any recordation costs. 21. Waivers. Borrower waives all rights of homestead exemption in the Property and relinquishes all rights of curtsey and dower in the Property. 22.Open-end Mortgage. This mortgage secures a sum lent by the Lender to the Borrower from time to time pursuant to an open-end credit plan as defined in Massachusetts General Laws,Chapter 140D. 23.Senior Mortgage(s). Lender understands that the mortgage/hen(s) described below is presently on record and will have priority over the Lender's Mortgage:The Cape Cod Five Cents Savings Bank in the original principal amount of$201,000.00 dated August 26,2011 recorded at Book 25653,Page 128. Borrower agrees that any default under the senior mortgage(s)described above shall constitute a default of this Mortgage and in such event the Lender may exercise its rights under its default provisions. Lender shall not require that such amounts be paid to it so long as the senior mortgagee is collecting the same. To the extent that there is a senior mortgagee,any insurance policy as required in paragraph 4 hereof shall name the Lender as a loss payee as its interest may appear. i J BY SIGNING BELOW, Borrower accepts and agrees to the terns and covenants contained in this Security Instrument and in any rider(s)executed by Borrower and recorded with it. EXECUTED AS AN INSTRUMENT UNDER SEAL on the date set forth below. Nnx 4 Jm KDiL arg t M.Elliott, f/k/a Pygaret M.Govoni Borrower A6—A Witness Date Bk 25781 Pg 129 #53330 Commonwealth of Massachusetts Barnstable,ss: On this�°L day of D et 2011,before me,the undersigned notary public,personally appeared Margaret M.Elliott,f/k/ Margaret M.Govoni,proved to me through satisfactory evidence of identification,which was YllPr f AUe r L ,to be the person whose name is signed on the preceding,and acknowledged to me that he/she signed it voluntarily for its stated purpose. Signature o o Public (Notary's-Seal) it ,b/,� ya,.. Name of Notary Printed My Commission expires: xn: c y� MARiTA DUCHARME Notary Public COMMONWEAI.iHOFMA=HUSEifS + My Commission Expires Mey4,2018 r g t , BARNSTABLE REGISTRY OF DEEDS a ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION —1 t Parcel UI���S Map Application Health Division Date Issued 7i Z Conservation Division Application Fee Planning Dept. r' Permit Fee Z.d Date Definitive Plan Approved by Planning Board - /,� [1 Z Historic - OKH _ Preservation/Hyannis Project Street Address � �� H t"i C;E �rK1- Village Ca)T yw Owner M& E Address s 4—W1 E Telephone a Permit Request x T X GW&- Q� o" I�TD a1S iJ6- CO.S T- Square feet: 1 st floor: existing proposed, r: existi g proposed Total new Zoning District Flood Plain roundwater Overlay Project Valuation ?— 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.) 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 O,,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 nelhone Number Address 1 < < Ad�L Ue-T -Lb License # Home Improvement Contractor# I S-q (08 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNAT DATE Z'ZJ t FORIOFFICIAL USE ONLY APPLICATION# �• DATE ISSUED ' MAP/PARCEL NO. t ADDRESS VILLAGE OWNER. c DATE OF INSPECTION: FOUNDATION FRAME Se- a _ INSULATION _ r FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING c DATE CLOSED OUT y ASSOCIATION PLAN NO. f 4 '4 t LEWIS &WELDON CUSTOM BUILDERS DESIGN + BUILD lu Airport Road Hyannis,Massachusetts 026or 5o8-778-5757 office 5o8-778-5iii faY A L41±Ltt1.7�?ttJISCCTfd�`�ftzf;3t2.�'��a' I, PROPERTY OWNER AUTHORIZATION And As owner/owners of the subject property hereby authorize Lewis and Weldon to act on my/our behalf, in all matters relative to work authorized by this building permit application and all subsequent sub permits governed by the Electrical Code, as well as Plumbing code for the job located at z . Signature,ofOwner/Owners Date P,rint.Name/Names Lewis k Weldon Authorized Representative Date Print Name Lewis and Weldon Custom Cabinets 111 Airport Road Hyannis,Ma 02601 Ph:508-778-5757 Fax:508-778-5111 12/22/2011 Not To Scale 195 U2 1 Uz LLB 12 Shower or� .r Nova Belle-Sabbi i Tile .t' �._ � ;� g., 1g , yC 1*last .� 4d - - a. 1 u: '1�� � ,.ti .��� d�� �� :'�y, >✓ ��• ��'�. Cam'<`s��' 1 � . ��urv/�xwxgj� 0112 59 112 �t 66 12 x 12"the on floor laid on diagonalAll .p ;N 6112 t U2 tl3 37 U2 . Current Design Lewis and Weldon Custom Cabinets Elliott,Meg 111 Airport Road 508 Prince Hinckley Rd. Hyannis,Ma 02601 Centerville,MA 02632 Ph:508-778-5757 774-327-0493 Fax:508-778-5111 12 22 2011 Exi..•,'^g Space N&T.S. 195 112 V C� Closet t �fI Shower 59111/2 k ehiy.�, ''N V 591/2 5921/2 `3 O. 4 FP O J3 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 170, Parcel / t° ,. Permit# (p h Health Division 0 Date Issued Conservation Divisions ��© Application Feed Tax Collector Permit Fee. �� 9 Treasurer Planning Dept. 1711 STI!4PTIC;84 'WIE Date Definitive Plan Approved by Planning Board �iidlT T® DR 'S Historic-OKH Preservation/Hyanni's Project Street Address Village e Y' I '� Owner .�r� * v"� Address S Telephone o_ — LAL h j Q Permit Request 1—/R Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District / Flood Plain 1U0 Groundwater Overlay Project Valuation / Construction Type Lot Size J !"76 S Grandfathered: 0 Yes ❑No 'If yes, attach supporting documentation: Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House:. O Yes euo . On Old King's Highway: ❑Yes No Basement Type: Full ❑Crawl 0 Walkout. ❑Other Basement Finished Area(sq.ft.) v C'ID� 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: t:rGas ❑Oil O`Electric ❑Other p g f - New Existing wood/coal stove: 0 Yes El No . Central Air: ❑Yes -O'I�lo Fireplaces: Existing . - Detached garage:❑existing O new. size Pool:❑existing 0 new size _ Barn:❑existing ❑new size . Attached garage:❑existing ❑new size Shed:❑'existing'0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes lclr o ° If yes,site plan,review# F Current Use r .Proposed Use K BUILDER INFORMATION � Name / v � ;,.� Telephone Number U — 4® J / Address / c ;n> " YET License# C7 7 7 Q Home Improvement Contractor# Worker's Compensation# 3 ALL CON TRUCTION DEBRIS RES ING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR FOR OFFICIAL USE ONLY PERMIT NO. , DATE ISSUED ri - MAtP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH �� FINAL FINAL BUILDING rr , w DATE CLOSED OUT ASSOCIATION PLAN NO. °fTM�l Town of Barnstable Regulatory Services I snxrasras , Thomas F.Geller,Director MASS Building Division Tom Perry, Building Commissioner 200 Main Street, gyannis,MA 02601 www.town.barxistable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ,as Owner of the subject property hereby auth �o a f� t i n to act on my behalf, )c e in all rriatters relative to work authorized by this building permit application for: s (Address of Job) , —06--G-- Signatur of Owner Date "12 rG ar-�"r 9 ► ( 1 6 Tr Print Name 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 NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) qsquare feet x$32/sq.ft.= 2 x.0041= : 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.0041= STAND ALONE PERMITS Open Parch 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 `oftHe�oya The Town of Barnstable BARNVABLE. • Department of Health Safety and Environmental Services 7 MASS • 1639 Building ph •>.�0 Division rFD M A M A 02601 Street Hyannis,3 67 Main Yannis Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: e l Map/Parcel: 14 Lo Project Address: li �� rinee l'��nC4'�`Q Builder: \)'t The following items were noted on reviewing: J r toQ_ ova 0) v Q-v -� �C)0}- vr C Reviewed by: , Date: a a q:building:forms:review 83 �SP� cs S } e Yr L I l � ) 1 � G I FA� Ca _1 . ._. -r .,. -YT I I k ( k t k l Flift 6 "r9 IWI001, tvL'zP i5di�3ii5 4 Lt'L'cz \\`, IV , -1-J ! 1Ci. F° 5 ' s 4 'rp �/) � '� � I ��..d~....,.& � � 1 `S, Ei.m' � �.i �� � s A.��..'�- I'7 1 A.0 �`�. b w� CA ' Co r 0 � q9 h'IARW OUe VltliEr 5.VUHS 00t ?,Vl"r.G (nuuo�wra' S-LIR"S Q5 lid"4:n� , Y r c,V I 1 e Coll c,7 ROa t- c ) -t- i>Qe, r ax7 [ eel f i 4.7� � Ca✓ .� i 6 'Door � , r� i i i WA —Y/arn � a Jr, .0 � Vcx i o s� wry e t� 1 ►rn ;a Ll �o • I I ._ f/ /p Od qo I `2ZYIF� = 3 `1Lo F � (A l 1 /L �1• � JD � `�. l o6t'� N� i . . 7A"W.7_a'hja= David Dadmun TJ-Beam@616SerialNur: 1Business12 PCs of 1 3/4" x 14" 1.9E Microllam® LVL User:1 4/11/2005 2:09:15 PM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope0M2 BE: ,0 d 9 g• , All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Roof(pso:30.0 Live at 125%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 240.0 160.0 O To 18' Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.50" 2160/1562/0/3722 L1:Blocking 1 Ply 1 3/4"x 14" 1.9E Microllam®LVL 2 Stud wall 3.50" 2.50" 2160/1562/0/3722 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3653 -3119 11638 Passed(27%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 16134 16134 30323 Passed(53%) MID Span 1 under Roof loading Live Load Defl(in) 0.369 0.589 Passed(U574) MID Span 1 under Roof loading Total Load Defl(in) 0.636 0.883 Passed(U333) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: Structural Ridge PROJECT INFORMATION: OPERATOR INFORMATION: 245 Prince Hinkley Rd Michael Santos Centerville,MA Mid-Cape Home Centers Route 134 P.O.Box 1418 South Dennis,MA 02660 Phone:508 3986071 ext:4992 Fax :508 3984559 msantos@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business - Microllam® is a registered trademark of Trus Joist. I David Dadmun TJ-Beam®6.16 Serial Number:^7 04 5V1 2 Pcs of 1 3/4" x 14" 1.9E Microllam@ LVL User:1 4/11/2005 2:09:15 PM Paget Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 17' 8.00" ^ Max. Vertical Reaction Total (lbs) 3722 3722 Max. Vertical Reaction Live (lbs) 2160 2160 Required Bearing Length in 2.50(W) 2.50(W) Max. Unbraced Length (in) 110 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 1309 -1309 Max Shear (lbs) 1533 -1533 Member Reaction (lbs) 1533 1533 Support Reaction (lbs) 1562 1562 Moment (Ft-Lbs) 6770 Loading on all spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof Design Shear (lbs) 3119 -3119 Max Shear (lbs) 3653 -3653 Member Reaction (lbs) 3653 3653 Support Reaction (lbs) 3722 3722 Moment (Ft-Lbs) 16134 Live Deflection (in) 0.369 Total Deflection (in) 0.636 PROJECT INFORMATION: OPERATOR INFORMATION: 245 Prince Hinkley Rd Michael Santos Centerville,MA Mid-Cape Home Centers Route 134 P.O.Box 1418 South Dennis,MA 02660 Phone:508 3986071 ext:4992 Fax :508 3984559 msantos@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# y 5 o3 4 Health Division - if5 �b�� Date Issued U 5 Conservation Division FS• 7 �. EXISTING SEPTIC ' - Fee Tax Collector v LIMITED TO #OF BEDV:JOMS Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH 'Preservation/Hyannis Project Street Address 6 �b' 1 A-) e- , _AJ c I 'c�� O 4 Village -e-.✓'tY-� V t 1 t Owner D Address -rO Y C?r;.vc.'r- t Telephone .�6 -- �. — ' f O i Permit Request c,O•v U ti r t— ) V fi a A ti Y Lv c 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new D5 Valuation,-30 42'� Zoning District Flood Plain Groundwater Overlay Construction Type L-D oA , Lot Size Grandfathered: Cl Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure / Historic House: ❑Yes X No On Old King's Highway: ❑Yes 5rfio Y Basement Type: )!Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1645 Number of Baths: Full: existing new O Half:existing new O Number of Bedrooms: existing new (5 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 e S New Existing wood/coal stove: ❑Yes ❑ No Detached garage:*isting ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:)Z(existing ❑new size Shed:❑existing ❑new size Other: r e Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ I , . N4 Commercial ❑Yes `,6o If yes, site plan review# Current Use—e�-�S a -= f - Proposed Use cn cr; BUILDER INFORMATION " Name ` ���u �Cv�J��r�y�J Telephone Number Address /I J fg mA .��"'�'�-tom License# �I ` 0c� Home Improvement Contractor# 19o'71 F, - Worker's Compensation# ALL CO STRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE 7 .-2 T61-f FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. z _ ADDRESS' "� VILLAGE C1 _ OWNER f . DATE OF INSPECTION: i 1 FOUNDATION -_' ' „I FRAME 9- (7 V INSULATION FIREPLACE :y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: WROUGH FINAL FINAL BUILDING 4- DATE CLOSED OUT f ASSOCIATION PLAN NO. Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release la Data filename:Untitled.rck CITY:Centerville(Barnstable County) STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:07/21/05 DATE OF PLANS:7/21/05 PROJECT INFORMATION: Megan Elliot 508 prince Hinckley Road Centerville,MA 02632 COMPANY INFORMATION: Dadmun Custom Builders 191 A main Street West Dennis,MA 02670 COMPLIANCE:Passes Maximum UA=68 Your Home UA=65 4.4%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 250 30.0 3.0 8 Wall 1:Wood Frame, 16"o.c. 336 1310 3.0 18 Window 1:Vinyl Frame:Double Pane with Low-E 56 0.340 19 Door 1:Solid 1 21 0.360 8. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 250 9.0 0.0 12 Furnace 1:Forced Hot Air,85 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 3.5 Release la (formerly MECchech)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 as ectio 1310 and J4.4. Builder/Designer Date `Q047 f 4- .. t. Town of Barnstable °^ Regulatory Services wwsT"BiE. +Mass. Thomas F:Geiler,Director A 16 9 a rED MA'S 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 e as Owner of the subjgct property hereby to act on my behalf, in all matters relative to work authorized bythis building permit application for. b _ (Address of Job) igna Owner � Date E-UUtl Print N Q:F0RMS:0WNERPERMISSI0N , _I _.- - :.E- EC-FOR S REVIE.W�fl- 17 i I i i i I 1 N B ILD DEPT. DATE T I � �IRE.DEPJARTMEN.T-�-- .�. .D .. _.t .��.�..- ' ; - 1 i— BOTH SIGNATURES RED REQUIRED frOR ERM •` _ - - - 3X � • _ _•--. -_--_.. - �..{ _._ - _.._ _.I._._ -....Ii'rM��.. __.�t-.._ _. _ ___ TT— ._' —..I S ' '--�._-yam._.. t..r a r , ( _ I t fo V W . L 1 1 Ij -.s7 1-4 i i1� S133HS OOL bti L-LL Sams 00 t Lti t'LL S133HS 05 tbl'LL �.. . •, A Sd�Si-Si fr02; b7S'EL j''�\ i OFfHE fps The Town of Barnstable :...• :-� . BABN$TABLE- Department of Health Safety and Environmental Services ' : ' MARS. u - 9�A Bui 039• lding Division ' lfD µPS a 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW - Owner: ��� ` �1 Map/Parcel: jL Project Address: Builder: �rti�l'� - , The following items were noted on reviewing: ii #�1D Q C,� Q V ,U U IL1T y C) U d - ter'- . �_ , ` /' _ - v _ .. '-..• - ;. Reviewed by: , Date: q:buildinglorms:review Town of Barnstable *Permit#Izlsa �•e Expires 6 months from issue date BARNSTABLE : Regulatory Services. Fee �� 9 �. Q� 039. �e� Thomas F.Geiler,Director ArFD I,ApI s' Building Division Tom Perry, Building Commissioner X-PRE 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 SEP 1 0 2003 Fax:. 50$=790-6230 WN EXPRESS PERMIT APPLICATION - RESIDE®TIAPbJjNST Not Valid without Red X-Press Imprint Map/parcel Number _ / A9 1511 Property Address / �, Ile esidential Value of Work =�S-D O Owner's Name&Address n P. Contractor's Name—.,,,4Ps►� _ Telephone Numbers�" Home Improvement Contractor License#(if applicable) ti Construction Supervisor's License#(if applicable) ❑Workman's C ntpensation Insurance Ch one: I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name +' Workman's Comp.Policy# Permit R=(stripping k box) old shingles) All construction debris will be taken to ,,Me v Q/^ �✓,t�r"�oG`�/� ❑Re-roof(not stripping. Going over existing layers of roof) ®�ew. Re-side ❑i Replacement Windows 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 f Permission. Ho provement Contractqrs Wense is.requir ' a Signature �:Forms:expmtrg tevise053003 Town of Barnstable Regulatory Services, MAMteg+ Thomas F.Geiler,Director, 0 M,r Ate. Building Division s Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 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 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) igna tul t Owner Date Print Name Q:FORMS:OWNERPERMISSION k } 4 l / Te Y Y. e "SC• ,.� r . { TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map bd Parcel 1�70— 1 �) .� Permit# Health Division /-���-(,L 7�1^� 'G' Date Issued ' I -y Conservation Division 7/1 9/0 =i - ;. Fee d Z Tax Collector Maore►-, M c e irf- 115nO- A*r/ Treasurer ,'�)2) SEPTIC SY I� INSTALLED IN CO MUST BE COMPLIANCE Planning Dept. WUITHWME S Date Definitive Plan Approved b Planning Board �. ,,.:— ENVIRONMENTAL CODE AND pp Y 9 TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address r, �'" iriC', �nr l 1?d Village 1 t Le-, Owner _ ('n O�G ct� �- f'11 1 o t r Address Sh -"rcn.- ,ire Telephone "�D `b- �4 7 C)- 1 [� Permit Request 7 6y 1;� 44-. CUc IL Square feet: 1 st floor: existing 31 s� 4-proposed 2nd floor: existing Sy 0 4roposed Total new .[i valuation -i'��. .` YZ)0Zoning District Flood Plain Groundwater Overlay Construction Type ..-. 3 , Lot Size 3 Grandfathered: 0 Yes, ❑ No •If yes, attach supporting documentation. Dwelling Type: Single Family C Two Family O Multi=Family:(#`units) Age of Existing Structure wr-5 Historic House:-U Yes 3'14o On Old King's Highway: 0 Yes d'No Basement Type: ❑ Full ❑Crawl 0 Walkout ❑Other YP, 4 17 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) (�y Sa•�1— Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new A Total Room Count(not including baths): existing S- new first Floor Room Count .3 Heat Type and Fuel: 0 Gas O Oil ❑ Electric 0 Other Central Air: ❑Yes Ulao Fireplaces: Existing 6'V12� New Existing wood/coal stove: ❑Yes @rVo Detached garage:0 existing ❑new size Pool: ❑existing O new size Barn:❑existing ❑new size Attached garage: sting ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes • V`No If yes, site plan review# Current Use Proposed Use MCt4-� - E7U, �� R INFORMATION Name Telephone Number � Address � Prin� �n'pt # Home Improvement Contractor# IL I M0.1 0 ZG�Z Worker's Compensation# _ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ..--._.. SIGNATURE p FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED < ` - ' !� - i• { T - � ,•i fir. .. rrr . MAP/PARCEL NO:,! f 1 yi r � • * f. •fir ADDRESS VILLAGE OWNER DATE OF°INSPECTION: r' FOUNDATION FRAME r '' INSULATION FIREPLACE y ELECTRICAL: ROUGH FINAL •. ��.��� - �,�,, PLUMBING: ROUGH L µr =M FINAL �*,��„�� f_ . � �•- !,_ GAS: ROUGHr FINAL FINAL BUILDING 02 DATE CLOSED OUT ,. eia�'t ASSOCIATION PLAN NO. I"E'O`yti° ety and Environmental Services Department of Health Saf Building Division &UMSTeBLL 367 Main Street,Hyannis MA 02601 MA9& 16s9. top Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: / ro JOB LOCATION: village number street "HOMEOWNER": pt harne phone# work phone# name CURRENT MAILING ADDRESS: � Sn Pnr x^n �C�IGO o s city/townzip code The current exemption for"homeowners"was exLeatied,to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hue 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 accessary 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 Buildng Official on a form acceptable to the Building Official,that he/she shall be responsible f work performed under the bu or all such building-p t- (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 Departmenmminimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. r M , a Si atu of Ho a wrier Approval of Building Official Note: Three-family dwellings containing 35,06b cubic feet or larger will be required to compiv with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner perforating work for which a building permit is required shall be exempt from the I rovisions 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." the responsibilities of a supervisor(see Many homeowners who use this exemption are unaware that they ate assuming resP 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.marry communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of aSupervisor. On tha last page of this issue is a form currently used by several towns. You may care to amen and adopt such a formlcertification for use in your community. Q:FORMS:EXEMPTN t BUYER: Marparet T1. Rlliot Limited survey control. Location of strnicture is aj proximate* LOT 626 LOT 246 16,976 S.F. Peck U� - cLec(C-� -e 00 LOT 247 LOT 627 . l3!� Story Wood L=128.37' R=575.00' PRINCE HINCKLEY ROAD TO THE Cape Cod AND ITS TITLE INSURERS, MORTGAGE & Tzu,�t >rrly ) MORTGAGE INSPECTION PLAN N I I CERTIFY THAT THE BUILDINGS SHOWN DO ( ) CONFORM TO SETBArX REQUIREMENTS 0 F �.� T F }Z *f LOCATED T. T, F, I.E. (FRONT, SIDE, k REAR SETBACK ONLY) OF Centerville, TInmetable WIIEN CONSTRUOTED, OR ARE EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS. G. TITLE MI. CHAPTER 40A, SECTION 7, UNLESS OTHERWISE NOTED. MASSACHUSMS I FURTHER CERTIFY THAT THIS PROPERTY IS Not LOCATED IN THE ESTABLISHED FLOOD HAZARD AREA.COMMUNITY PANEL NO.: DATE: DEED 2 5f1n 01 n[715C 8•-19-8 j BOOK THIS COMPANY IS NOT RESPONSIBLE FOR ANY INDENTURES MADE SUBSEQUENT TO THE RECORDED DATE OF THE LATEST DEED OF RECORD. PAGE WHENEVER BUILDINGS ARE SHOWN LESS THAN ONE FOOT FROM THE PROPERTY'UNE IT IS ADVISED CERT. N0. THAT A MORE PRECISE SURVEY BE MADE TO VERIFY THESE MEASUREMENT ..,:r. THIS CERTIFICATION IS BASED ON TIIE LOCATION OF SURVEY MA(1KERj vOF O:THERS;:AND%QOES NOT PLAN BK. PAGE REPRESENT A PROPERTY SURVEY. VERIFICATION OF SURVEY MARKERS'. •ANb•OFF,SET§,. A,S SHOWN, MAY BE ACCOMPLISHED ONLY BY AN ACCURATE, INSTRUMENT SURVEY..;:`• PLAN / DATED �.; Movember 13 THIS CERTIFICATION TO BE USED FOR MORTGAGE:P.URPaSEA...,zONLY.4 ;.;�. ,1998 OFFSETS AS SHOWN ARE NOT TO BE f 30 USED FOR THE ESTABLISHMENT OF PROP)r,RT�Y LINES: e �.. B R A D F.O R `. ENGINEERING CO. P.O. BOX 1244 HAVERHILL MA. 01831 JAMES W. BOUGIOUKAS R.L.S. #9529 TEL (508) 373-2396 S Jo sT ,4ti C,E i?S R7- F,,, ©© R a s-F FIV DS 44 PD014�� HAD Nq C `ro 6) VA N 1 ,E T r Gd l r# 6144Cr Sc � ©s Ts ('1�-k 7 ©,C, ' 1 UUO 1)si L = 1.,300,000 psi vcilues for SoLltlIerij Yc!!uw Pine #2 (PressLire Treated) Exterior rise (e.g. (leeks) u gist Size - Spacillo i 2x6 2x5 2xIU 2x.1.2 16 7;4 I U-U - '12-4 �15-0 2U" G-7 8-11 11-0 13-5 24" G-U 8-2 12-3 (JJ/�FN OEct-c iS ;3c ©il? 3 " M)s- 96 " 64)17 JQJST �r4NGE'i2S lIGC�Ul1�C�•� p N SoN o 1 J,3F3 �z►�ID ,L��¢� •� � �i9ocs-P XZ n c,OL , s ;. ��" -. �r .� .' .: � � i s j c ' ..�� I � . �� �;1 ;; ;; !f, i -- �. � . --- .= _. ��__ __� . `-_ ,� -- ::� `i" it p t' f f �zt r ' ,i u 'V � ao. 37 _ _ _ R _ -� .,G._..._.._..__. , �, l g� S I �0 � � �ti �� �� �% isri � � N � ��!�' �d �� � �� � �, i �.f /t Assessor's offioe (1st floor):. Assessor's map and lot number ........�r�..(,1..""'...� SEPTIC SYSTEM MUS E Board of Health (3rd floor): _ INSTALLED IN COMP o� Sewage Permit number .......................... ..... t. T WITH TITLE 5 • • Engineering Department (3rd floor): ENVIRONMENTAL Co �1DtE. .� oa� rHouse number ................:. .. T � ! �mC � 1!�� a� e� APPLICATIONS PROCESSED 8:30;-9:30 A.M. and 1:00-2:00 P.M. only TOWN *OE BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..........A..°.D.P.......>:. ....... .CIC...............................:.................................... TYPE OF CONSTRUCTION ..................WOQb.....r &.( ...................................... :......................... .........u..u.h ....Z. .....19...B6 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....JPIP......P2/NCB...:.ff/06'K 6Y......f�. D............C�6UT�i�°V!•C.0 >r...:.. �....:....... Proposed Use .........55J..CL.,r!� .... a.h J�.r ......... e`l.l.C1.�.............. Zoning 'District ..................... lr�............................ ....Fire District d h V S L�f.T.F?�ddress. ............ ? �Name of Owner /.......�?.. .........u..!I!v...... ............................... Name of Builder S �'?GCJ?(J.!✓ ' ........................Address ..................r�.. Name of Architect .............. ....................................................Address................................................:.................................... Number of Rooms ..................15............................................Foundation ..........L�6�')CFT ...................................... Exlerlor ll f F Ish.lp t�S acS �L 14 �t/ ... �Q...... ......................��.... Roofing ................... ....... ............:. Floors ................. Q.�. .`�'. ...........................................Interior e �aG! ,........ g rC(Ct S l�IG T� a Plumbing ................... Heating ............................................: .° ............ ..............................°...........................::.. Fireplace f "' p ......................................:...'..'.......'..°...Approximate Cost .............�.. .................. ... ........................................ Definitive Plan Approved by Planning Board -------------------------- ------19-------- . Area ...��.T....�.'..�. h Di ld Diagram of. Lot and Building with // 9 i Fee ............1..�....................... SUBJECT TO APPROVAL' OF BOARD OF HEALTH lit l ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... . ....... .... ..................................... Construction Supervisor's License ......... �X�,�c,1 SLATTON, JOH v W. .& Si3SA,,- C. t.. Noy 29571 - ... Permit for ... 3d neck - Single Family Dweilin ................................................... 503 Prince Hin.... Road Location ..........................................Y................... Centerville ' .......... .................... ......................................... r �� -Owner ......... -John W. & Susan C. •Slatton r. . :..........................................'...... r Type of Construct ......Fr ?rae........................ �. ..................... ......................................... ......... E - Prot ............................. Lot ............................. r- Permit Granted June 26, ,r 86 r Date.of Inspection Date Completed x _ ass f„ j". t f c- F • P SCALEr d. i 4 t f4 + ? N 5.•y, if 71-9 . s�►( T. iq / t 5t 4 n V .. 2A 7L-4. Pitt r 4 n '` vji ,ft5'dia -� ► G` !q" YJ • .., - t �.4 S M W x_Y,fi k sf 1,� d K. ;� .,a� s .f u WILLIAM M. �+ r } �� s r} WARWICK' k yNo: '19771 }y � it k. I 1x3� � � S U �3tf qij{ $�r�z`t' a ifti y i . Vlp►��'�+. eq �� �fi ;d�''+''��-+�ttr`t 4.�,t d w r�x R `r : f K e3 Sfk a. 3i.Jf e.. #. REG/STEREO LAND SURVEYOR rq,is ' t, 3"''t `''1F4,5k�,. a3'"ak• i*x'}. ia1gP ... '"f.(ti/�f� ®. . . LOT ZONE o f PLAN REF. . sti , aeily �?� ,r` y BENCH MARK DATUM A2:2pUM01P r '�s,i ° r� s�k' t ! �Q6 ' aFt SSOC. d..0 Y. t t rgfiN �sx# t +`'q�l- t rck'x s F V Y nYri DOMESTIC WATER SOURCE �'' ° ; �' ! 'p Q Ty F�LAUT,Id; R; t TP— FL00O ZONE, oN l�A •t ; �,. �4 ` s .' s,.;;� - �9. $` �:1 / '1"d6�J�F� 'l i:, , t ar is {`� '°ai r '}•���z fi! tt. .z`•+1;g*" :k,,,`�-�. ;k���5 s1...,; _r".+. '"4.: r LL'ACHING 3 AISIN SECTION NOT TO SCALE sheer/ 2 0� Z S _ 24 C. MN COVER EARTH FILL BRICK AND MORTAR COURSES AS REO'D• TO BRING i COVER TO GRAPE 4 4.. i 1 B"FLOW L/NC _r i y ti. 2'= "TO "WA.SHEO PEASTONE FRfE a-IRONS,. INLET•' �— , ;PIPE FINES ANO OUST /N PLACE '. '�/q" TO l_%2".WASHED CRUSNEO Srw,_FREE OF 4 OPENING W/TH 4%g" IRONS,, FINES 4Nv PUST /N PLA.CE i 7j I� � OUTER DIAMETER i I AND 13/4" INSIDE l ' D/AM£TER (. CONCRETE TO BE 4000 PSI.. 28 DAYS } ( _ �`" : • 2. REINFORCED WITH 6°x 6" N0, 6: GA. W.W.M. I 3._ 2'AND 4A. SECTIONS ARE AVAILABLE FOR max' GREATER DEPTH REQUIREMENTS o 4.. NUMBER OF,PITS REQUIRED MIN. IZ �� NOTE.• EXCAVATE TO .ELEVATION a .O OR EFFECT/V£ DIAMETER (NOT TO EXCEED 3 7/M£S_EFF£cr/vE DEPrH1 LOWER AS REQUIRED TO REMOVE ALL_. WATER TABLE � LOAM AND CLAY BENEATH PIT. REPLACE EXCAVATED MATERIAL WITH ..CLEAN ' TYPICAL PROFILE GRAVEL -TO DESIGNED GRADE.. �.• �1�•y /8"sT0 .ir W$r C.I.MN bVER 4"8/r.FIBER PIPE •' 4'C.I.PIPE TIGHT JOINT OUrar LEVEL DWELL/NG Ito t FLOW LINE r0•Fp4Sr JOINT .� CI. TEE S •� it/ to 100 0111 1- 'STD, PRECAST CONC, ; q q 44 l Q/�srox, To } T a o 00 e I . I�QQGAL.SEPTIC TAN INS LTi9 LEO ON LEVEL 111000 Qp 0 0 0 1 I 11 , SrA84E BASE. i i 1 100 0 0 I'! ' I NSEPT/C TANK TO BE I I( 10010 ° S o , INSTALL D LEVEL, i i 1 10O 0 0 I I r i STABLE BASE. r i I-100 O 0 I 1 LEACH/NG BASIN 11 1 op 0100 I I 1 , BASE TO BE LEVEL ' #0 b0D 1 , / ; J,;9p, SOIL AND PERC. DATA -• PERC.RATE MIN. /IN. TEST PIT NO. I u TEST PIT NO. 2 �. "CoP hUm�arL � I TEST BY : V OLZ4 'I' e_L-v ? GoaP S.a1.�p WITNESSED..BY 1Z• �r� y�J7 + TIzO �¢ v1 TEST PIT. GR. EL. 4 MDttJn^ DATE: DESIGN DATA $,C&FRAL- NOTES G BEDROOMS 3 NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. DISPOSAL N°n� SEPTIC TANK, DIST. BOX AN LEACHING. BASINS TO BE STANDARD EST. TOTAL DAILY EFFL.3.LGPD. PRECAST REINFORCED CONCRETE UNITS: SEPTIC TANK GAL ALL' .SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO REVISED TITLE 5 OF THE STATE ENVIRONMENTAL CODE, SIDEWALL AREA "�'yGAL./SGST. MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF BOTTOM AREA 1..01" GAL./SQ.FT. SANITARY,;SEWAGE EFFECTIVE ON JULY 1 , 1977. LEACHING REQUIREO12 '�SQ.FT.• ANY:CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD ACTUAL LEACHING AREA OF HEALTH, :AS0.FT. .AT -COMPLETION OF CONSTRUCTION, PRIOR TO BACKFILLING, THE BOARD OF HEALTH SHALL BE NOTIFIED FOR .INSPECTION. PITCH.-ALL SEINER LINES -1/4" / FT• UNLESS INDICATED OTHERWISE. tN OF Irq q 3 .r sE01A DISPOSAL SYSTEM MARTIN ��,� f Ir iI� �•�dI�I�OLCJ�j. E. r, OJP...:,. ..A { MORAN N I;a z lv 1 ti9Gl� 6 l Q6 .r__ ZeAD i 023417 n DSTo„�:vl ark i -__ S;Ac� As oie,art'o aer, ' do � • ASSOC. INC. ROA'• A� ,NORTM �,44 WV i � r pw 1 q/A q• PROFESSIONAL ENGINEER _.w ......—.-. ........... ... .. 5 4 .4 t e _ 1 A �1 Z 7 (oZ7 + nr 1 , �' o �+G►St o � ! 14.o f f . 1 ila I z�b. 37 r . f ty i71 / - i 1 i �Ov►.1 DAB'► v n.1 G,��r,r- GAT i cN i G.ar-► LL,e , MA-1)t, ►�e;,4 6 erA L Cr On. the basis of 4 ` my. know led .nf t C and W NA, M , W A RW l I V- A46vG. I NL-, ,belief, I certify to c that: as a result o a .sursry d��4 sound` on /Z /B , z find th t z < • �� r, " u 1'he. stx�uctuse(s) are 1® s shown, MA .1i.11�►g �` !x T" T M fs�3 3'} L ''y q15:41 - 1,'(H Of k Thy tit e 1 and e, p � ' tea• �``p Mqs site are as sho�m, h®x�eAx�. is{> F�;ti3 , <� r= :n nT� �� wl The ;site is situated 'jood,L`tiZY N 00mmunity. Pane;. No. pp CJ cp+ WARWICK e i �� f No. 19771 en Date z iz / x -' TOWN OF BARNSTABLE Permit No. ____,27352 --- Buildinx,Inspector nu33TAX Cash PAWL - _ ______ -_. , _ teja z OCCUPANCY PERMIT Bond:. - --- Issued to S I S Trust Address `lot # 46 - 508- Prince Hinckley Road,. Centerville Wiring Inspector ' f , Inspection dater'— " Plumbing Inspector= Inspection date Gas Inspector: O47_h• i i-. A ( Inspection date yEngineering Department - Inspection date •,s.. ,+•, r sill � - -�',• ,r� or Board of Health MG'22�L Is date' THIS PERMIT-WILL NOT BE :VALID, AND .THE BUILDING SHALL.,NOT:BE OCCUPIED UNTIL SIGNED BY THE BUILDING. INSPECTOR :UPO N. SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE "WITH.SECTION 119.0 OF.,THE,MASSACHUSETTS STATE BUILDING-'CODE s f �. Building Inspector As.Wssor.'s•map and lot number ...... SEPTIC SYSTE MUST BE oFTNEtO olc ��PUAINC ,!Sewage Permit number .... cl 1.....:...................... INSTALLED I O , e� o� ............ WITH TITLE 5 • House number .......1.....�D.�r..................... ' i �'I , 91ii ,4M C(� .. _� �a Lg ; .................... TOWN OF BARNSTABLE BUILDI G IN PECTOR APPLICATION FOR PERMIT TO ............................................. :, .............................. .TYPE OF CONSTRUCTION .....:............. ..... ...... / <.......... ...19" TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit ording to the following information: Location �� O... ..........................�/........ A. ...... .fir.............. �. ! ... .... f�....... ...,V... ProposedUse ...........OIL .l..l.� .................................................... ............................ ....I......................... ZoningDistrict ................... ...... .............................................Fire District ......... .... ................................................ Name of Owner ........... �.�....1�� ............Address .1..��.� �.� ���. �......... �°! -'�.. �<.� T.. G� d�d � .......... .......... > .! .... . Nameof Builder � ........................................................................ 97 Name of Architect ... 9••.!!! a 9 {�..... .� ddress - ?. ...... �.l...47 .'.../...... Number of Rooms ......................15 .....................................Foundations. J Exterior ......... ...... .... 2.f'`.�..�` ......Roofing .............. dam ...... ................. . Floors ......... ... ....:.................:..................Interior. ............. .1�J1 �' �J ................... Heating ............................................................Plumbing ..f�.: �.....r.......... ...� Fireplace ..........V ..........................................................Approximate. Cost .... Cry ...... .......... ...,............... Definitive Plan Approved by Planning Board _______________________________19________ . Area ....... ........................ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH VI • 1 - OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree ,to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. ............................... Construction Supervisor's License � � S L S TRUST wrNo 27352 13-2 Story................. Permit for ..................... .............. Single Fan-Lily Dwelling 1�.......................................................................... Location ....,Lot...246. ..508. . -Prince..Hinckley Road .. . .. .... ........ .................. Centerville ............................................................................... - S L S Trust Owner .................................................................. Frame Type of- Construction ................................................................................. U -Plot ............. .............. Lot ..... .......:t................. Permit Gran+ed- December 21- 9 84 ...........................;,!�.......... 7 Date of Inspection .......I 19 Date Completed z 6 a NOTES: t 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS SMOKE DET CTORS REVIEWED �� &DIMENSIONS.IN THE FIELD j(�� 2.) CONTRACTOR.TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, t Lr DETAILS,&FINISHES IN THE FIELD WITH O 't WNER A E BUILDING DEPT., DATE' 'I - - VERIFY DECKING - f ^ .s 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT )� q RAILINGMATERIALSWi,owpiER' A FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR, '. A3 4,) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUS.ETTS A3 • FIRE DEPARTMENT DATE t: STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC.2009 f. NEW BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 54 110 MPH EXPOSURE B'WIND ZONE DECK 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, 5'S` �•�• OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING 7•) ALL LVL LUMBER/BEAMS.TO BE 1.9e U360 LOAD , -- -:4 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BSC GROUP FOR ALL `�. /;� a - PROPOSED&EXISTING DETAILS \ 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF —)' %� rB x2n re~xzro �` ALL SIMPSON COMPONENTS r AWNI"G AWNING L W ' - 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS.&SLABS i I OABT4N T.O BE 3000 PSI sEvnc .. B7AE D] TANK I C 11.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE fQ- I �'' GAS FIitEVLACE \ CABINET DURING FRAMING CONSTRUCTION ___ 1 VERIFY ALL DETAILS———•/ CASEMENT ` W NG��� AWNING ® N z L —— /12.)TIMBERFRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 6 13.)FOLLOW ALL REQUIREMENTSOFT HE 110 MPH CHECKLIST SUPPLIED � B A3 B o A3 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGYco ! N EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ®• LL Gf 4 O 41 REUSE EXPANDED 2-6•x2'°• INSTALLER)CO.NTRAGTOR. 2 f'.ff. FRFNTCHI j i' AWNING 15.)ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED `� % FAMILY I ODOR I FVELD% � 2'6 x2r ROOM IMO4VEN N9 AWNING IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS SKYLIGHT o ROOFER I (VAULTED CEILING)CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION EXIST.RAMP 6 ABOVE I :I i - 376 S.F, NEW 6 x 6 POST W/ TABLETION IS T SKYLIGHT I(MINIMUM PRESCRIPTIVE WOODIPTIVE INSULATION B FENESTRATION REQUIREMENTS) +-'". 'I' FENESTRATION 9KYlKiHT CEILING WOOD FRAMED WALL FLOOR BASEMENTMLL BASEMENTSLAB CRAWLSPACEWALL / IG WOOD CASING, IFFACTOR FACTOR RAIALUE R•VALUE RN LUE R-VALVE A�ALUE R-VALUE --� 3-1 3/4•%,4"LVL BEAM ABOVE ' I II 0]3 1. T-VALUES ARE MINIMUMS&U-FACTORS ARE 1 'iir :I 1 /1 I MAXIMUMS. EXIST. 8 if 2.15/19 MEANS R=16 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR , BATH 9 '. + 8 II ,I I 1 OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL - \\ `,\�, N1=VV I, ' 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS IwjJ ml CRAFT j REUSE - - .. - 4I ROOM. 1 I WINDOW y NAILING SCHEDULE , al 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON-NAILS NO.OF BOX NAILS NAIL SPACINGI ROOF FRAMING: .. .14'-0• - .r3 i I .R BLOCKING TO RAFTER,(TOE NAILED) - 2-Btl 2-10tl EACH END N1 ' RIM BOARD TO RAFTER TEND NAILED) '2.16 d }16tl EACH END ' WALL FRAMING. I1 II 1 OP PLATES A NTERSECT DNS( CE L D) at6tl -160 A JOINTS NTS � J EXIST. STUD TO STUD(FACE NAILED) 2-,6 d - 2-16d 24"o.0. rS PANTRY - HEADER TO HEADER(FACE NAILED) - 16d 16il 16"os.ALONG EDGES } - FLOOR FRAMING:. .-. JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Bd + , BLOCKING TO JOISTS(TOE NAILED) 4-10d PER JOIST 2.10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-1 EACH BLOCK I LEDGER 5i NIP IV tlEA410R GIRDER(FACE NAILED) �}16tl 416tl EACH JOIST T EXIST. EXIST. ' ; 11ANDJJOIST ILETOERTO(EAM DNAIENAILED) }8d }tOd PER JOIST 1 EXIS.1'• .DECK BAND JOIST TO.JOIST RTOPP ATE }16d 4-16d PERJO15T EXIST. HALL, p BAND JOIST TO SILL OR TOP PLATE(70E NAlLEDO '2-16d 3}16d PERFOOT " Ill 'KITC KITCHEN - a .. . ROOF SHEATHING - - Wtl00 STRUCTURAL PANELS(PLVNIOOD) � � ... � - _ RAFTERS OR TRUSSES SPACED UP TO 16"o.C, Ed tOtl 6"EDO66'FIELD RAFTERS OR TRUSSES SPACED OVER 16'o c. 'ad IOC 4'EDGE/4 FIELD "GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG edtOd G`EDGE/6"FIELD s) - CABLE END WALL RAKE OR RAKE TRUSS 8d �tDd B'EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS - $I GABLE END WALL RAKE OR RAKE TRUSS Wl LOOKOUT BLOCKS ad 10tl - 4"EDGE/4-FIELD CEILING SHEATHING: - .. 1. GYPSUM SM BOARD 6tl DODLERS. — - >"EOGE/10'FIELD �; - FIRST FLOOR PLAN STUDS SPACED UP TOFIBERBOARD A 8tl 10d 3-EDGE 12"FIELD LEGEND: iR"&25lJ2'FIBERBOARD PANELS ad - 1R"GYPSUM WALLBOARO P. COOLERS — 3"EDGE/8,"FIEEL 't T-EDGE/;D`FIELD EXISTING WALLS FLOOR SHEATHING: :f� QS SMOKE DETECTOR WOOD STRUCTURALPANELS(PLYWOOD) - 1"OR LESS THICKNESS r GREATER THAN I"THICKNESS 'e0tl 10tl 6"EDGE/12"FIELO p ' :©CARBON MONoxIDE DETECTOR 'L_-=n CONSTRUCTION TO BE REMOVED _ '� s"EDGE/6"FIELD ® NEW CONSTRUCTION COTUIT BAY DESIGN LLc NEW ADDITION/REMODELING FOR• ETHE RRORS ORONUBA0.8ENE FOUND 0A. SCALE . . 43 BREWSTER ROAD _ THESE DOROLIISSgNS ARE FOUND ON DRAWING NO,:TNESTRUCTIO.T PE BUILDING DI START OF DRAWING VI MLL BE RESPONSIBLE N IBLE FO THE CONTRACTOR 1/4" 1'-0" • IMLL BE RESPONSIBLE FOR THE CONTENT MASHPEE;MA. 02649 ELLIOTT RESIDENCE INTNESNCESWINGSIFCONSTRDOTHE PH. (508)274-1166 DESIGNER OF ANV ERRORSOR ONE THE S. SOd 1NESE DRALMNGSAREOSOLELYTM THE USE OF THE OWNER ROTE ANTO RUSE OF DATE : FAX (so 539-94oz 508 PRINCE HINCKLEY ROA "CENTERVILLE, MA CONSENT OF THE IGNES.TNER THE CONSENT TU AL DESIGNER R UNDER THE 4/1 g/201.6 Al ARCHITECTURAL COPYRIGHT PROTECTION ' -' • ACT OF 1890. { k V 12 -EXIST. .- ;1 12 E I S„ 1 EXIST. YI Fm t t NEW ASPHALT ROOF ,. SHINGLES TO MATCH EXISTING / \ / \ 'NEW AZEK OR KOMA FASCIA. / \ / ) FRIEZE,8 SOFflT BOARDS y TO MATCH EXISTING 'TOP OF PLATE ' NEW AZEKERB OR KOMA .CORNER60,4RD$ST MATCH EXISTING. i r N NEW W.C.SHINGLE .w _ SIDING TO MATCH _ EXISTINGF. FIRST FLOOR - SIBFLOOR RIGHT ELEVATION Y .EXIST. 12 COPPER ROOF ABOVE EXIST. :DOOR,VERIFY ALL TOP OF PLATE DETAILS IN THE FIELD � - - NEW AZEK OR KOMA 1.x 4 ® " TRIM W2'SILL NEW TRANSFORM OR AZEK RAILINGS 8 AZEK DECKING . i FIRSTS FLOOR. SUBFLOOR Willi 1111 H 11 Mdflfll IMI LEFT ELEVATION ' 11 L� - ERESE DRAWINGS PRIOR TO START �� L \ coTUIT BAY DESi�N ��c NEW ADDITION/REMODELING FOR DRAWING NO.: SC E : DRA CONSTRUCTION.THE WILDING M CONTRACTOR 1 _ 1 " 43 BREWSTER ROAD INLHESEDRAVNS SIFCO CONSTRUCTION 1/4' 1 -0 IN THEE DRANINGS IFFCONSTRUCTHE M . ((508 ,M-1 0264,9 ELLIOTT RESIDENCE GCSIGNER S ANY 6 UTtl0,1FR RGTHE Cam` ! THE END"WNGSARE SOLEOSi E.UE PH. (508) 274-1166 OFTHEONMERNOTEO.ANYOTHER USE OF DATE : �� 8Od THESE DRANANGS REQUIRES THE WNITTEN (� C FAX cso sss-s4o2 508 PRINCE HINCKLEY ROAD"I CONSENTOFTHEDESIGNERUNDERTHE 4/19I2O16 CENTERVILLE, MA AARRi OTECSTTURACOPYRIGHTPROTEOTION I �I 'i I) VERIFY DECKING RAILING MATERIALS 'W/OWNER - I, FASTEN JOISTS TO BEAMS i� W/SIMPSON H2,5 TES, 3-P.T.2 x 1t - - VERIFY ACTUAL ROOF L j' ''NEW to"DIA.CONCRETE SONOTUBES,PITCH IN THE FIELD - W/24'DIA.BIGFOOT FOOTINGS UNDER- ONCE THE WALLS ARE - - NEATH TO Mr BELOW GRADE.USE. INSTALLED - NEW AZEK OR KOMA RAKE " - SfMPSONASUI6S POST BASE - 12 BOARDS TO MATCH EXISTING ,'�1 - TOP OFPLATE - _ _BUILDING SECTION DECK COPPER ROOF t A3 NEW AZEK OR KOMA ABOVE CORNERBOARDS TO /1 - (�l MATCH EXISTING Zw w • 2 NEW W.C.SHINGLE .- .. $ SIDING TO MATCHLLLU b EXISTING FIRST FLOOR " • - " SUBFLOOR « REAR ELEVATION TYP. ROOF CONST. 2-1 3/4"x 14 LVLRIDGEBEAM -2 x 12 ROOF RAFTERS @ 16"a.c. _ -5/8'CD%PLYWOOD ROOF SHEATHING 2 x 6's Q?16"D.C. ASPHALT ROOF SHINGLES 12 =15LB.FELT PAPER 2 SPRAY FOAM INSULATION @SLOPEDCEIUNOS(R=38)': -11"BATT INSULATION FLAT CEILINGS(R*b9) `\\ -SIMPSON H 2.'S RR"lE CLIPS '`1/2"GYP.BOARD :TOP OF PLATE AT ALL RAFTER ENDS ON 1.3 STRAPPING ICE/WATER;SHIELD AT BOTTOM .3'0'OF ROOF' PROP-A VENT BETWEEN RAFTERS -WIND WASH 13ARRIERS z• -ALUMINUM DRIP EDGE '1 EXPANDED 'La TYP.WALL CONST. `vEwFvDecKlnic s .� _ '1,2 x'6 STUDS!@ 16"o.c. �W//OWNER RAILING MATERIALS ;FAMILY O ' 2.1M"PLYWOOD SHEATHING ROOM ~ (R-20)BPITT INSULATION 4.12"GYPSUM BOARD 9"BATT INSUALTION(R30) 3/4`T 8 G PLYWOOD s.W:c.SHINGLE�iliiNi; SLL9FLOOR-..GLUED 8 NAILED - 6.TW FIRST FLOOREK VAPOR BARRIER SUBFLOOR P.T.2x 10's@16"o.C. - NEW 2a 12's�i6"o.c. - - 3 P.T,2x 10 BEAM -0 P.T.2 x6 SILL W/SEALER 3-2x12GIRT 1. i NEW CAle CONCRETE BLOCK T LS ' SHELF TO GAIN THE c .SEPTIC TANK 10 FOOT SEPARATION TYPICAL 3 1R"DIA. 'I •I, ' FROM THE SEPTIC TANK STEEL LALLV COLUMN, - ' " •L —.— ————_J 4"CONC.SLAB W16 MIL 1 - 8,-4" POLY VAPOR BARRIER UNDERNEATH �� TOP OF SLAB 'NEW WOW CONCRETE SONOTUSES W/24"DIA.BIGFOOT FOOTINGS UNDER- L_ —TYPICAL. x 30"x 12' .NEATH TO 4'0"BELOW GRADE.USE 'CONCRETE FOOTING kNEW�C.N.RETE FOUND. SIMPSON ABUG6 POST BASE WALLS W/#6 VERTICAL EARS P.T:2z 10 LEDGER BOARD LAG BOLTED To ��SECTION FAMILY ROOM AT TO,P,MIDDLE, RIZONTAL BAR BOTTOM OF WALL SOLID BLOCKING W/(2)LEDGERLOK BOLTS A3 - 8"x 78"CONCRETE FOOTINGS r 16"o.c.W/JOISTS HANGERS W/2 X 4 KEY aF7 coTuir BAY �Esi�N Lac NEW ,ADDITIONIREMODEL-ING FOR: THEE Rros� o SCALE : DRAWING NO.: ER .43 BREWSTER ROAD. CONSTRUCTION..THE BOLDING CONTRACTOR II I, (' _ .. HALL BE RESPONSIBLE FOR THECONTENT 1/4 c�19 ELLIOTTRESIDENCE -M.THESE DRANIN E IF OONSTRU USSI MASHPEE IMA. OZ649 COMMENCES WTHOUTNOTIFYING THE Q 166 i�, THESE 0.0E ANY ERR ORS OR OMISSIONS. PH. (5O8) 274-1 1 VV I{ T"EBEDRALMNGB ARE ED.ASOLELY PORTHEUBE DATE (� (� FAX(508) 539-9402 O ESE Do"NENNOTESUMESI THEMITTE. ' � , THESE DRAWINGS RESUMES THE WRITTEN 508 PRINCE HINCKLEY ROAD A 4/19/2016 A 3 CENTERVILLE, M/ \ ARTO��THEDESIMNT NOEECTI ARCHITECTURAL COPYflxiHT PROTECTION �I 'I- , S 12'-0" _ I 'p NEW 1P DIA,CONCRETE SONOTUBE$ `f W124"01A.BIGFOOT FOOTINGS.UNDER- NEATH TO 4'0"BELOW GRADE.USE 6'-0' _ 6-0" SIMPSON ABU66 POSTS SE - FASTEN JOISTS TO BEAM. i. }p,T.2 x 10 BW.EAKY SIMPSON H2.5 TIES i A3 A3 1. A A b 4� A3 A3 i SOLID 2 x B BLOCKING IN THE OUTSIDE } �� TWO RAFTER "o.r ALLOW SPACE,FOR AIR S I FLOW ON THE UNDERSIDE OF ROOF SHEATHING F 4 x 6 POST UNDER EACH END, 20-0_ OFRIDGESEAM DOWN TO FOUNDATION a a BEAM ,I .. SEPTIC . ., - r - I PKT. TANK' .. b BASEMENT` n• :o NEW312'OIA. WINDOW STEEL LALLY COLUMN NEW 30"x 30"x 12` B - I CONCRETE FOOTINGS < A3 A3 i A3 5 Y CONCRETESLOCK. J SHELF TO GAIN THE NE ,P"tL pp O 10 FOOT SEPARATION - m FROM THE SEPTIC TANK _ rIII----------- • _ 4'CONC,SLAB M 6 MIL I - - _ yy O POLY VAPOR BARRIER POST UNDER . IT-2' N 10'-2' '11 WORD BEAMS L 314"x 14"LVL BEAM I . P.T.2 x 10 LEDGER BOARD LAG BOLTED TO z r 4 x 6 POST UNT-CH - SOLID BLOCKING W!2)LEDGERLOK BOLTS --�_ END OF BEAM - 16"D.C.W/.JOISTS HANGERS O t - ¢ — .. —^ _ ORMER A80VESAWCUTTO"OPENING 'IN EXIST.FOUNDATION FOR _,ACCESS INTO NEW g H BASEMENT j �I . — BASEMENT;i `2 x 12�F;OOR JOTS _TS rr WINDOW �,,. DRILL 8 PIN NEW FOUNDATION 1 14;-0" - TO EXIST.FOUNDATION WALL i TOP 8 BOTTOM - - 2.Y:12 FLOOR JOISTS .e EXIST. 6•-0 BASEMENT 6.D NE 6 CONCRETE FOUND. 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CURRENT OWNER: MARGARET ELLIOTT MINIMUM LOT SIZE: 87,120 S.F. — N EXISTING LOT SIZE: 16,976 f S.F. — TITLE REFERENCE: DEED BOOK 5968, PAGE 163 �G OVERLAY DISTRICT. GP V PLAN REFERENCE: PLAN BOOK 386, PAGE 93 2 Q NITROGEN SENSITIVE — Q� ASSESSORS .MAP: 170 ZONE: YES - ZONE IICX — PARCEL: 146Uj FEMA FLOOD LOCUS ZONE DISTRICT: "X" DATED 7/16/14 iZ ZONING DISTRICT: RC T ARA SETBACKS: FRONT 20' PANEL25001 C0561 J SIDE 10' Rd 28 REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, �O DIMENSIONS AND SETBACKS TO THE `c STRUCTURE AS DETERMINED BY O"` 7 INSTRUMENT SURVEY AND AS SHOWN ON C S NOTE: THIS PLAN ARE CORRECT. J PAMy SEPTIC SYSTEM LOCATION BASED ON AS-BUILT PLAN ON FILE AT OF THE BARNSTABLE BOARD OF HEALTH SEPTIC .TANK LOCATION VERIFIED 3/28/16CRAIG A. nELD No.38039 LIND PROF SSIONAL LAND SURVEYOR DATE . LOT 247 LOT 248 No ti CERTIFIED. Sg3 PLOT PLAN WITH SHED 8�-9 ,�.. PROPOSED IRON PIPE ADDITION LOT 246 FOUND 5 , i AT 16,97.6E S.F. C #508 47.7' �� PROPOSED PRINCE H I N K LEY 0 ROAD / �ti PROPOSED cc ADDITION LOT 626 1N R L EXIST / C E NTE VI LE :GARAGE �°c• o' s , MASSACH USETTS EXIST ° (BARNSTABLE COUNTY) DWELLING f �o .�� MARCH 29, 2016 h 48.3' V • o• LOT // 8 LOT 627 PREPARED FOR: O Ms. MEG ELLIOTT r 508 PRINCE HINKLEY ROAD O CENTERVILLE MA 02632 i (508) 420-3103 BSCt� LOT 7 3�49 Main Street,.Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 BUILDING DEP 1. © 2016 The BSC Group, Inc. SCALE: 1" = 20' aU�` oQ . 0 2.5 5 10 �-�. 0 10 20 40 Fm lrOkNIN F BARNSTA.BLE PROJ. MGR.: CRAIG FIELD FIELD: D. GAZZOLO / J. McCARTIN LOT 6 CALC./DESIGN: K. HEALY DRAWN: P. HAGIST I NOTE: CHECK: CRAIG FIELD EXISTING SEPTIC SYSTEM IS APPROXIMATE FILE: 8809-CPP2DWG AND IS BASED. ON INFORMATION ON FILE DWG. N0: 5614-03 AT THE BARNSTABLE BOARD OF HEALTH SHEET. 1 OF 1 JOB. NO: 4-8809.00 6 4 REVISIONS: LOCUS INFORMATION NO. DATE DESC. o�D _ ST AGf READ T. N CURRENT OWNER: MARGARET ELLIOTT MINIMUM LOT SIZE: 87,120 S.F. — �AK S TITLE REFERENCE: DEED BOOK 5968, PAGE 163 EXISTING LOT SIZE: 16,976 t S.F. — �G�P — v 4i PLAN REFERENCE: PLAN BOOK 386, PAGE 93 OVERLAY DISTRICT: GP 2 4 NITROGEN SENSITIVE — 2� ASSESSORS MAP: 170 ZONE: YES — ZONE II PARCEL- 146 FEMA FLOOD _ } LOCUS ZONE DISTRICT: "C" DATED 8/19/85 Z TARAM ZONING DISTRICT: RC SETBACKS: FRONT 20' PANEL #250001 0015 C SIDE 10' RD 28 REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, �O DIMENSIONS AND SETBACKS TO THE � STRUCTURE AS DETERMINED BY O�( INSTRUMENT SURVEY AND AS SHOWN ON ` ` NITE: THIS PLAN ARE CORRECT. vc� SEPTIC SYSTEM LOCATION BASED P ON AS—BUILT PLAN ON FILE AT OF THE BARNSTABLE BOARD OF HEALTH • If CRAIG A. FIELD cn ; No.38039 PROF SSIONAL LAND SURVEYOR DATE �o LOT 247 LOT 248 CERTIFIED V�' \ PLOT PLAN � P /`'��� LOT 246 \ IRON PIPE % ! FOUND AT 169976f S. F. #508 \ / PRINCE HINKLEY \ 47.7' \ ROAD 12.9' ——1 / \ I LOT 626 'N PROP \ C E NTERVI LLE I GARAGE DECK MAS SAC H U S ETTS 12.5' 1s s' (BARNSTABLE COUNTY) EXIST u DWELLING 2s.o' \ \ MARCH 30, 2005 s4v 48.3' •00 \ �4Q LOT �/ \ 8 LOT627 PREPARED FOR: O Ms. MEG ELLIOTT 508 PRINCE HINKLEY ROAD O CENTERVILLE MA 02632 (508) 420-3103 el BSC GROUP LOT 7 557 Mann StTeet, 1\®ute 28 Wiest Yarmouth, Massachusetts 02673 © 2005 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 ►UM i 0 10 20 40 Fr J PROJ. MGR.: CRAIG FIELD L FIELD: D. GAZZOLO / J. McCARTIN LOT 6 CALC./DESIGN: K. HEALY L DRAWN: K. HEALY $ CHECK: CRAIG FIELD FILE: 8809—CPP.DWG i DWG. NO: 5614-01 SHEET 1 OF 1 JOB. NO: 4-8809.00 a a 6 _ _ _ LOCUS INFORMATION NO. ISIODATE DESC. 4kD STAG f ROAD OAK CURRENT OWNER: MARGARET ELLIOTT MINIMUM LOT SIZE: 87,120 S.F. V�P� N TITLE REFERENCE: DEED BOOK 5968, PAGE 163 EXISTING LOT SIZE: 16,976 t S.F. _ v OVERLAY DISTRICT: GP <v PLAN REFERENCE: PLAN BOOK 386, PAGE 93 NITROGEN SENSITIVE — Q� ASSESSORS MAP: 170 ZONE: YES — ZONE II PARCEL: 146 FEMA FLOODUj _ LOCUS ZONE DISTRICT: "C" DATED 8/19/85 Z TARAM ZONING DISTRICT: RC PANEL #250001 0015 C SETBACKS: FRONT 20 SIDE 10' RD 28 REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT T❑ SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, �O DIMENSIONS AND SETBACKS TO THE C STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON �S NITE: THIS PLAN ARE CORRECT. SEPTIC SYSTEM LOCATION BASED &ji. ►�� J I^ ON AS—BUILT PLAN ON FILE AT ►� -OAOF THE BARNSTABLE BOARD OF HEALTH 1 CRAIG A. 1► c> FIELD rn No.38039 w OF SSIONAL LAND SURVEYOR DATE LOT 247 LOT 248 No CERTIFIED PLOT PLAN WITH SHED \ 1 8.911. NEW GARAGE LOT 246 \ � IRON PIPE FOUNDATION �' � FOUND / AT 169 9 76 f S.F. #508 47.7' PRINCE HINKLEY 13.3' ROAD ---, 1NEW LOT 626 IN GARAGE < i FOUNDATION DECK CENTERV'ILLE ,2.3' MASSACHUSETTS EXIST 16.6 (BARNSTABLE COUNTY) DWELLING 29.2' \ JUNE 209 2005 48.3' p0 LOT 8 LOT 627EPARE O Ms. MEG ELLIO 508 PRINCE HINKLEY >aAD O CENTERVILLE MA 02632 (508) 420-34 LOT 7 657 Main Street, Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 2005 The BSC Group, Inc. i SCALE: 1" = 20' 0 2.5 5 10 ►EMts 0 10 20 40 mEr PROJ. MGR.: CRAIG FIELD FIELD: D. GAZZOLO J. McCARTIN LOT 6 CALL./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD NOTE: EXISTING SEPTIC SYSTEM IS APPROXIMATE FILE: 8809—ABF.DWG AND IS BASED ON INFORMATION ON FILE DWG. NO: 5614-02 AT THE BARNSTABLE BOARD OF HEALTH SHEET 1 OF 1 I JOB. NO: 4-8809.00