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0156 OLD STAGE ROAD
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Rik WORK Emma NNW ,4VO�� 18'2 I R, N IfT: , U"01111110.T,0! 1, �,4 qRf 1 gym P91P NO Woe" -MAI p MAW i�,vgy# law X T1 Town of BarnstableBuilding ..�.... ,�...,.,. _.. �.,.���,....� .�...� .�,.., � a .. . s �Post,This Card So That it is Visible From"the Street-Approve&Plans Must be Retained on Job.and this Card Must be`Kept 4, RAMSUBM MA Posted Until Final Inspection Has Been Made. `" k Permit +bra .� _ mi ram° Where a Certificate of Occupancy is Required,such Building"shall Not,be Occupied until a Final Inspection has been made Xvs.�...::-,.. ba...,,...:..,�...u.....+..—:;...-w+...—4•.,.wwx, ..,c«..a,.... ..w Win..,._.._..,..>€.. .. .:„x k,.ma.-`=,.�.—. m,.z.....m+......�+u..r..a...aa,<..:m..m.: ,. ..�.e:»..«w....Nwvw.ru..aw.�,.un.».....,.ry..,..,...,:. Permit No. B-18-4138 Applicant Name: Henry Cassidy Approvals Date Issued: 12/20/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/20/2019 Foundation: Location: 156 OLD STAGE ROAD,CENTERVILLE g Map/Lot. 209-069 Zoning District: RD-1 Sheathing: Owner on Record: POWERS, EILEEN F F Contractor Name: -HENRY E CASSIDY Framing: 1 Address: 156 OLD STAGE ROAD " 'ContractorLicense CS-100988 2 i` Yp CENTERVILLE, MA 02632 ! Est Project Cost: $3,600.00 Chimney: Description: 2 hrs air sealing, R19 unfaced fbg to 16 sq ft common wall,, "Permit"Fee: $85.00 crawlspace 552 sq ft R21 foam to perimeter walls Insulation: Fee Paid: $85.00 Final: Project Review Req: "' Date 12/20/2018 Plumbing/Gas Rough Plumbing: s"Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months"after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents ,w forhich this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws"and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open"for"public inspection for the entire duration of-the' i Electrical work until the completion of the same. = Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire O.fficialsare provided on,this permit. Minimum of Five Call Inspections Required for All Construction Work i Rough: 1.Foundation or Footing " 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department , Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT o N L=,a rf rf,.K Town ofBar6table >!'V7CeS LFeees6ntor+ll rotuls Regulatory Se srre * BAFtVSrABLE, i #ASS. .� 16J9 ,�� Thomas F. Geiler, Director�A J0140 Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY /Vol Yalirl tpilltoal RelI X-Prer,r latprbtl Map/parcel Number. �7�2 Property Address Residential Value of Work v0 Minimum fee of$35,00 for work under$6000.00 Owner's Name & Address Contractor's Name Telephone Number Home Improvement Contractor.Lice.nse #(if applicable) - Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: i E S PERMIT ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name OWN Off`. BARNSTABLE Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany,each permit. Permit Request (check box) ❑ Re-roof(hurricane nailed) (stripping old shingles) All construction debris will be taken to ❑ Re-roof(hurricane nailed) (not stripping.:. Going'over existing layers of r6of) ❑ ,Re-side a2�Ow #of doors Replacement Windows/doors/sliders. U Value , !jK�j___(maximum .35) # of windows (n *Where required: Issuance of this permit does notexempt compliance with other town department regulations,i.e. Historic,Conservation,etc: ***Note: Property Owner must sign Property Owner Letter of Permission, A copy of the Home Improvement Contractors License & Construction Supervisors License is required. . SIGNATURE; Q:\WPI--ILES1 ORMSlbuildingpermit formslEX PRESS.doc Revi,zPri n791 10 t t . The t✓ommorrwealth of-Massachusetts Department of-Industrial 14ccidents Offi ce. ofInvesfigations 600 Washington Street Boston!, i'L4 02111 ivi.vn na.Ss.goV1dra lVorkei-s' Compensation Insurance Affidavit: Builders/Contrictors,/Electrzci ins/Plumbers Applicant Information Please Print Le 'blti Naive (BusinesvOrgauization.gndividaal): Ek V () Address: S (> S (� CityiStattw/zip: (t 1 U1nl. 3 -ne # 4901 -1 ao OS 1 - F1'F] re you an employer?Check the appropriate.boa.:: T}pe of project(r1( itio ❑ I am a employer with 4• ❑4 am a general contractor and I have hired.the sub-contractors ❑.New constnr e[uployees(full and/or part-time). ' I am a.sole proprietor or partner- listed ou.the attached sheet- i_ ❑Remodeling she and have no employees lees These sub-contractors have p P ) $. O Detuolitiou working :for me in any capacity- eivployees and have workers' [No workers' comp.insurance camp-insurance..I � �Building addi required.] 5- we are a corporation and.its 10.0 Electrical rep3. I am a.homeminer doing.all work aflicexs have eacercised their 11..0 Plumbing repmyself [No workers'comp. tight of exemption per 1IGL 12.❑Roof repairsins--u ancerequired.]t c_ 152, §1{4),andwe have noeuip:loyees. [No workers' 13. Other 1PlH comp.:insurance:required.] 'Any applicant that.cliec s box#1-nurs4 also fill out the section below showing Their;vorl-ers'conrpensa:tion policy informatiam- t Homeowners who submit this.affidavit indicating they are.doing all work and then hire outside•contmclurs must submit.a mw.affidavit indicating such- !contractors that check this box crust attached an sddition2l:s vet showing.the:n=e of the sub-contmclws anal stare whetkr or not those entities have employees. If the sub-contractorsbave ewployees,.they.must provide their workers'comp.policy number. I ant an eniployer that is providing insluran.ce for rcly-ettrpfgyevu. Below is fhe policy-and,job site lrforNt atioit Insurance Company Name: Policy#or Self.-ins-Lic.#: Expiration.Date: Job Site Address: 01Q J City/State/Zip: IMA 024 3)— A.ttach a copy of the workers'c rnpet[sation policy declaration page(shmiing the policy number and'expiration date). Failure to secure coverage as required under Section 2.5A of MGL c.. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP'WORK ORDER and a fine of up-to$250M a day against the violator. Be advised that a copy of this statement may be fom arded to the Office of Investigations of the DIA for insurance coverage verification. I do/ruby certify rrder tiie p 'rts penatti s of eiw irry that the ittforrtiatiorr proi4dT d.abotre is trat.a and correct. Si mature: Date: Phone#: ag —7qb VS 17� Q�cial use only. Do not write in this area, io be coinpLeted by city or town of cial. City-or To�3n: Permit/License# I§suingAuthority'(circle one): 1.Board of Health 2, Building Department 3. C`ity/Toivn Clerk 4, Electrical Inspector 5.Plumbing Inspector 6. Othea Contact Person: Phone#: F i$ �tM Town of Barnstable Regulatory Services BAartsrnBLE, y MAss. $ Thomas F.Geiler,Director 039.r 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE: Oc S� JOB LOCATION:_ ` N ey Qd 7 Y V `I number % street VVV��1��,���'' village "HOMEOWNER": � W6 SOg 710 OSI) ; name C home phone# 1— � work phone# CURRENT MAILING ADDRESS: J 1[I 91, A�Je QA f J'�t"--tt 3 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeo er"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proc ures and req e s and that h he will comply with said procedures and requirements. Sign re of omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �y i 9 C Map 201 Parcel 061 Application# aQO(D 1 / Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee �D Planning Dept. Permit Fee y3g3, Date Definitive Plan Approved by Planning Board $f 21(0�' Historic-Q"" & 112L Preservation/Hyannis 1..� Project Street Address l•5!o OlS s � R Village Cam ) Ile Owner Ro• ert RNA / Address l5� Olc� S � ��• Telephone 67o?— 7 q? — /03 D Permit Request r —o(A Lite-e- . W-i Z WoAes 62*1e_ v ps 1660H �e-do�� ��4� � -dvt e f i rs �, cx . � k . �e � �� s� � Square feet: 1st floor:existing 1450 proposed 2nd floor:existing 600 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 4 Construction Type ' >ri 64, � Lot Size a !$ arm Grandfathered: ❑Yes El No If yes, att supportin documentation Dwelling Type: Single Family 9 Two Family ❑ Multi-Family(#units) ReMov)-� K1"&c c�nrMKcy. Age of Existing Structure l-540 Vegw'-s Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 5No �1 Basement Type: ❑ Full XCrawl ❑Walkout ❑Other (22ve &d CPa j -sraee Basement Finished Area(sq.ft.) Basement Unfinished'Area(sq.ft) 100 Number of Baths: Full:existing / new " / Half:existing new Number of Bedrooms: existing new 0 Total Room Count(not including baths):existing °� new 0 First Floor Room Count y Heat Type and Fuel: 5d Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing 0 New 0 Existing wood/coal stove: 54 Yes ❑No Detached garage:❑existing ❑new size 0 Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size 0 Shed: .existing ❑new size 9x I Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ._ _Commercial- ❑Yes ANo __If yes,-site-plan-review-#--- -- --_- — -- -_ Current Use Re5ec(eAce Proposed Use Ces�dascp_ BUILDER INFORMATION Name (�obe �u �0�12®tt�dL2B' ) Telephone Number SOS— q IS s i 3 O Address License# 1-4,3 2-- Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Zawvas�-"Ie i rcr s4er St"i001 SIGNATURE 1 DATEIv E FOR OFFICIAL USE ONLY t PERMIT NO. ` DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME '% IZ.+`rj I"i� I I INSULATION 0 p FIREPLACE + ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING k DATE CLOSED OUT ASSOCIATION PLAN NO. ` ._ �... . Department oflndustrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov1dia' Workers' Compensation Insurance davit;Builders/Contractorsxlectridans/Plunnbers ADD11gant Information Please Print Legibly Name pu,daesslorganization/individual): Address: City/State/Zip: • Phone#: Are you an employer? Check the-appropriate box; Type of project•(require:d): 1,❑ I am a employer with 4. ❑ I sm.a general contractor and I 6• ❑New construction employees (fhn muVor part-time).* have hired the sub-contractors 2.ElI am a sole proprietor or pm=ex- lasted on the attached sheet; 7. Remodeling ship and have no employees These sub-contractors have & ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Binding addition o werken' Comp.insurance 5• ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions egaired.] of 3. I am a homeowner doing all work right of exemption per MGL 11.0 lambing repairs or additions myself.[No workers' comp, c. 152,§1(4),and we have no 12.[3 Roof repairs insurance required:]t . employees.[No workers' 13•[:1 Other comp,insurance required.] *Any applicant that cheel©box#1 must nlao fill out the section below showing their workers'eompesetloa polieyinfonnstion: ' t Aomeownen who submit Phis affidavit indicating they are doing an walk andffien hire outside aoah ctors roust submit a new affidavit indicating:arncb. ?Contractors that check ibis boil must attached an additional sheet showing the name of the gab-caabaLtm end their wc&ae comp,policy hformatioa. I am an employer that is providing workers'compensation insurance for.my employees Below is thepolie)i and i'ob sits. Information. •'.' Instance CompanyNMne: p6cy tror 4&Lac Job Site Address: City/state/Zip': Attach it copy of the workers' compensation policy declaration page(showing the policy number and eapiratfon date). Pardon to secure-coverage as required under Section 25A of MGL c, 152 can lead to-the imposition of am' 'Mal penalties of a fine up to$1,504.00 and/or one-year iuprisomnent as well as civil penalties in the.fortn of a STOP WORK ORDER and a fore of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DLA for insurance coverage verification. I do hereby certify under the pairs and penalties of pedury that the information provided above b true and correct. Si tore: 66VA50 Date: <0 1f 2:00 F. phone#: City or Town: germ#tfi,icense# `Lasuina Authority (drele one); I1.Bo2rd of He0th 2.Building Department 3.City/Town Clerk a.Electrical inspecio• 5.Numbing Inspector 6.Oth.er . I Caeact Person: Phone#: ' f• Town of Barnstable Regulatory Services BAM ' . ' Thomas F.Geiler,Director A>Eo.;;. 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 Permit no. C Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the reconstruction,alterations,renovation repair,modernization conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: 94EAQydk&*4 Estimated Cost Address of Work: h5'& 614 eS�se lita-kr 6 e 0,432, Owner's Name: jued—L Tt,V�L_ Date of Application:t 2.004, I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 [❑ lding not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:wpfiles.forms:homeaffidav k - ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Solo, sl Change of Contractor/Builder $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 1.400 square feet x$64/sq.foot=� (o00 0 x .0041= (9 0 plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x .0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30,00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00. Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 I Town of Barnstable Regulatory Services II �" Thomas F.Geiler,Director • BARNSTABLE, 9 MASS. 019• Building Division Argo Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstible.ma.us Office: 508-862-403 8 Fax: 508-79076230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: �O�v V p� //!! � � '' ^ JOB LOCATION: ls& Odd �� e-9 - C�3�/r Pe number street village "HOMEOWNER": 'g,w '1� TN Ke— .50m u — /D?.o 19 q ?J 32— name home phone# work phone# CURRENT MAM NG ADDRESS:. �. 01 S She 94. Cep 4-eo-V,Ile m A 024 3Z city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units..or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family-dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,.rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements.e KBa�6 Signature of Home-owrad Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section.127.0 Construction Control.. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly o when the homeowner hires unlicensed persons.-In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt RHILBROOK ENGINEERING & 107 BEACH STREET DENNIS, MA 02638 A,,) CONSTRUCTION 1-508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 4 August 2006 To: Robert Pyke 156 Old Stage Road Centerville, MA 02632 Subject: Town of Barnstable Building Department - Permiting Submittals Reference: CONSTRUCTION SITE INSPECTION 24 JUL 2006 1 Family Residence, 156 Old Stage Road, Centerville,MA Dear Bob: The following information addresses remedial work needed to upgrade the existing wood framed house at the above address. Presently it is open and the stick-built roof and ceiling systems are accessible for rein forcement and insulation installation. Further new proposed work will include remodeling of the kitchen and bathrooms. Floors joists will be sistered and some moderate attempts will be made to level sloping floors. Due to the extent of the new work - remodel/alteration - all new work will have to meet most all provisions in Chp. 36 (1 & 2 Family Dwellings) of the present Mass. State Building Code, 6th ed. Frame integrity, life/ safety and energy conservation compliance will be the primary concerns. The following loads were used IAW Tbl. 1606 of the Building Code: Floor Live Loads - 40 lb/sq ft (lst) & 30 lb/sq ft (2nd) Floor Dead Loads - 12 lb/sq ft (all 1st floor areas) Roof/Attic Dead Loads - 15 lb/sq ft (cathedral pitches) Roof (Zone I) Pitch <= 4/12) Snow Loads - 25 lb/sq ft Wind (Zone. 1) Loads - 21 lb/sq ft The following work addresses floor and roof load capacity w/ deflection checks. These areas have 211x 5" rafters and 211x 6" joists. They will need some modification to support design loads: #1 Living Room Ceiling (Bedroom above) : (increase stiffness) All framing is 18"+/- o/c and the span is 14'611. Currently there is a 211x 6" KD SPF sistered to an older 211x 6" KD Spruce joist. In order to provide flexural capacity and increase control of the excessive deflection a 2nd 211x 6" needs to be added to each built- up joist member. Live deflection will exceed L/240 which should prove OR for gypsum wallboard. It may not be rigid enough. if a skim-coat plaster finish is used. Strapping is required. #2 Living/Dining Header (& Bathroom) : (provide capacity) These areas need to be aligned and shored up. The two spans are about equal width, 6'011, and carry the same 2nd floor and roof loads. They show as 'flush' openings. If so then use a pair of 1.7511x 5.5" B-C VersaLam® members. Fasten the plys together w/ 2 rows of 3-5/8" Trus-Lok® screws @ 18" o/c. Attach the flush joist package (#1) to the header w/ Simpson LUS26-3 hangers. PHILBROOK ENGINEERING & CONSTRUCTION 107 BEACH STREET DENNIS,MA 02638 1.508-385-8682 #3 Kitchen/Dining Ceiling (Bedroom above) : (increase stiffness) All framing is 24" o/c and the span is 1210". The actual stock is 211x 51,2" Old Spruce. Again, in order to provide both flexural capacity and control deflection sister 2 ea 211x 6" to each exist- ing member, 1 on each side wherever practical. Deflection control here will be sufficient for either gypsum or plaster wallboard. Again, strapping is required. #4 Kitchen/Dining Floor (Granite counters) : (eliminate bounce) Current framing below the kitchen is 211x 6" full dimension that again spans 12'011. It has settled in the middle and the entire plane has dropped across the rear (towards the new bath) about 4"+. Once the girt beam is repairs (#%) then a span-reducing cripple wall should be installed. Level and place a piece of 21'x 8" PT SYP beneath the centerline of the kithen/dining .rooms and install 21'x 6" PT SYP cripple blocks under each joist mid- span, run tight to and nailed off on the 21'x 8" sleeper. Each cripple should be treated as a stub column so each joist should be slightly elevated (jacked) before installing the cripple. #5 Living Room Roof (treyed ceiling) : (check stiffness & insul.) All framing is 18"+/- o/c and the span is 1416". Currently there are a 2"x 6" KD SPF rafters w/ 2"x.6" RD SPF ceiling joists, set- up to create a slight trey. The current construction meets both flexural and finished ceiling deflection requirements. It needs to have a minimum of 5 ea 12d/16d nails at the joist/rafter lap and Simpson H4 clips need to be installed at the plates 36" o/c. This area is snug. Use Proper-Vent and R-21 fiberglas insulation. At the .shallow gable end install a 1/0 x 1/0 louvre (85 sq in) . #6 Bedroom Ceiling/Roof (treyed ceiling) : (add ceiling & insul.) This is the 12 pitch roof area. There is no ridge board and a pair of off-setting shed dormers already exist. Framing remains tight although there is some thrust at the 1/2 height plates. A flat ceiling is going to be installed @ 92+/-". Ceiling joists will span 12 ft. Existing and new framing will remain 24" o/c. At the dormer areas install a 211x 411/4" strongback for stiffness. At the ridge tie the opposing rafters together w/ Simpson LSTA12 strap ties. At the outside plates tie all dormer trimmer rafters to the plates w/ Simpson H4 clips. The small flat ceilings can use R21 fiberglas, the long slopes need to have spray insulation installed to eliminate voids and provide maximum R-values. At the gable end. install another 1/0 x 1/0 louvre. Continue this attic venting by installing similar louvres at both ends of the front main house. Note that all attic spaces have no practical storage capacity. Provide a 22"x .30" access scuttle someplace into these combined spaces. f I of PHILBROOK ENGINEERING & CONSTRUCTION 107 BEACH STREET DENNIS,MA 02638 1-508-385-8682 The following work addresses the failed girt beams., the reduced depth foundation sections and misc. insulating notes &details: #7 . Utility/New Bathroom Floor Frame (Rotted) : (replace supports) There is presently a missing sill beam and a badly deteriorated intersecting sill beam. Temporary shores carry the floor and .roof of the main house in this area. Work has begun to replace the old foundation w/ a new block perimeter on a strip footing. Framewise, the deteriorated beam needs to-be cutback and the missing beam needs to be replaced. First cutback the remaining damaged beam to remove the rot and decay. Next clearout all the wires and pipes to provide a clear chase where the new beam is to go. Install a continuous 611x 6" PT SYP timber. This will be supported at the inside foundation corner and the old inboard block pier. Expect to add 1 span reducing stub column (using the same stock) located approx. mid-span. This can be founded on a new 1011x 18" square concrete footer pad. Fit up a pair of 211x 6" PT SP members to sister the sides of the cutback beam. These will sit into a pair of Simpson LUS26 face hangers on the new 611x 6" timber. This will resupport the inside corner. #g Undersize/Underdepth Foundations: (provide bearing/frost prot.) At the inside corner of the lst floor a somewhat nonconventional strip footing and block wall was installed. The footing is less than 4" thick in places and the CMU wall is only 201, high. One solution is to remove this assembly and. re-intall a.deeper found- ation system. Except for the mechanical basement none of the re- maining foundations comply much better. Instead of undermining this section of the house keep this foundation element and add exterior frost protection. Note that although the footing is also undersized the loads here are minimal (220 if w/ snow) so the amount of 'bearing' needed could be provided w/ just an 8" block. For frost protection two measures should be employed. Run rigid board insulation down .the outside face and extend it outward 2 ft, placing it down level at the top of the footing. For the entire building continue w/ the re-grading operations to ensure positive pitches extend a minimum of 10 ft .away. #9 EnergyCompliance (Existing Buildings) : (energy upgrades) Reference is made to Sec. 3407 & Tbl. 3407 of the State Building Code, CMR 780. Basically walls need to achieve an R-13 value (U-0.08) , ceilings/roofs need to achieve an R-20 value (U-0.05) and floors need to achieve an R-13 value (U-0.08) OR insulate the foundation perimeter to. R-6 value (U-0.17) . New windows, doors and mechanical equipment must comply w/ current standards?W 51- and penetrations must be sealed. OF Respectfully submitted, � . r9cyG 1ff uu -- p t T. VARNUM �`KJTGK�`1111�uO1rL7t)� PHIIBROOK MECHANICAL No. 30690 T. VARNUM PHILBROOR,. P.E. Enclosures - Design Layout & Plan Layout �F WlYAL ENG�� y A 06 toot } rrti�tsnvvn P�6'3Z _, ENGINEERING FIELD REPO RTIWORKSHEET Project No: i 107 BEACH STREET DENNIS.MA 02638 ! Sheet No: _J—ot GENERAL DESCRIPTION Bob Pyke - Homeowner 774-236-9332 Narrative: OLD 1-1/2 Story Wood Frame w/ Knee Walls & 'L' Wing, -= ---------- Partial Basements and Rear Appendage Location: PYKE, 156 Old Stage Road, Centerville, MA' I 4 Construction: Post & Beam w/ 1" Board Framed Walls ,& Partitions. ------------- Upgrade w/ Standard o/c Layouts; SPF & PT Lumber SPECIAL CONSIDERATIONS Use Group(s) . R-4 (1 Family Residence) ivCi� f Construction_Type_ 5B (unprotected) - note separation below [ w W I Z�z Misc or Comments: o Site Inspection & Plan Reviews, Note Layouts ----------------- o Design Review - Roof, Floors, Beams an Mixed Foundations w/ X-Sections 1 l o Construction Notes and Certificate w/ SKs I DESIGN CONSIDERATIONS 77 Soil Data - Site Plan or. Boring Log available: No or i ---------- Pre parer of plan to _. i P P g , - Direct Observation: YES, 24 JUL' 06 , from CC Atlas - Qmp-: Silty-Sandy, Some Gravel Description: - f' USC'S = SP (SM/SC) SBC Class = -8- Specifics: Br(allow) = 2,500 lb/sq ft w/ 10% allowable width increase I Fire Data: Standard 1/21, GWB. Protection for 5B Construction i ---------- j. Loads SBC Location #/sq ft Dur Note ------------- -------- --------- --------- ------------------------ lst Floor 40 1.0 1/2 Family. j 2nd Floor 30 1.0 Existing I 4 Attic 0 1.0 non-expan i Stairs/Corridors 60 1.0 1/2 Family Partition: 2x4 & 2/1" Bd 12 1.0 Bear/Non-Bear Snow - m = <4/12 & 12/12 25 15 1.15 . Zone - I Wind - Ref Pres 21 Zone - 3 worst +/- _ -.7 -15 1.33 EXP - B/C I f 4 f Loadings I 1st Floor 2nd Floor Attic Roof Deck j -----------=- --=- --- ------ --------- ------------------------ LivE, TOADL 1 40 30 0 25 15 60 ------ -=----- ----- --------- ------------------------ DEAD LOADS 1 12 13 8 13 12 8 j Misc- -=_-1_Stick-Joists w/ Sisters, 2x5/6 Rafters-& FG/GWB I DESIGN TOTAL 1 55 45 10 40 30. 70 r w/ round I w/ 5% on DL _ = s f . NET UPLIFT = (DL&W SC1 ) ( ) . 67 ( ) lb/ q t , - 1.08 x (-15) - .67 x, (10) _ -6.0 lb/sq ft j II i P82•FRW•7 � I I � 1J `• T.Varnum Philbrook, P.E. Title: PYKE Residential Alterations Job#P06-32 PHIL BROOK Engineering Dsgnr: Date: 11:51 PM, 3 AUG 06 107 Beach Street ` Description :1 Family Rehabilitation Dennis, MA 02638 Scope: Rafters,Joists and Beams 1-508-385-8682 0 Rev: 580006 L. User:KW-0600325,Ver5.8.0,1-Dec-2003 Timber Beam & Joist Page 1 (c)1983-2003 ENERCALC Engineering Software mu ItiS.ecw:Calculations Description P06-32: PYKE - Rafters &Joists Timber Member Information :ode Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000. Base allowables are user defined Liv Bdrm L/D Hdr Kit Bdrm Try Cel Bed Raf Bed Cel Rr Girt Timber Section 2x6 6x6 Beam Width in 4.500 3.500 4.500 1.500 2.000 1.500 5.500 Beam Depth in 5.500 5.500 5.500 5.500 5.000 5.500 5.500 Le:Unbraced Length ft 1.33 1.33 1.33 1.33 1.33 1.33 2.00 Timber Grade 3pruce-Pine-Fir Boise Cascade, Spruce-Pine-Fir Spruce-Pine-Fir Spruce-Pine-Fir Spruce-Pine-Fir Southern Pine (South),No.2 Versa Lam 2800 (South),No.2 (South),No.2 (South),No.2 (South),No.2 (Wet),No.1 Fb-Basic Allow psi 775.0 2,800.0 775.0 775.0 775.0 775.0 1,550.0 Fv-Basic Allow psi 135.0 190.0 135.0 135.0 135.0 135.0 165.0 Elastic Modulus ksi 1,100.0 2,000.0 1,100.0 1,100.0 1,100.0 1,100.0 1,600.0 Load Duration Factor 1.000 1.000 1.000 1.150 1.150 1.000 1.150 Member Type Sawn Manuf/Pine Sawn Sawn Sawn Sawn Manuf/Pine Repetitive Status Repetitive No Repetitive Repetitive Repetitive Repetitive No Center Span Data Span ft 14.00 6.00 12.00 7.25 6.00 12.00 6.00 Dead Load #/ft 20.00 285.00 26.00 22.00 30.00 20.00 410.00 Live Load #/ft 45.00 340.00 60.00 38.00 30.00 10.00 480.00 Results Ratio= 0.7278 0.6843 0.7075 0.4761 0.2728 0.7483 0.9723 Mmax @ Center in-k 19.11 33.75 18.58 4.73 3.24 6.48 48.06 @ X= ft 7.00 3.00 6.00 3.62 3.00 6.00 3.00 fb:Actual psi 842.3 1,912.6 818.8 625.5 388.8 856.9 1,733.2 Fb:Allowable psi 1,157.4 2,795.1 1,157.4 1,314.0 1,425.1 1,145.1 1,782.5 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv:Actual psi 25.8 123.9 29.0 34.8 23.3 30.4 112.3 Fv:Allowable psi 135.0 190.0 135.0 155.3 155.3 135.0 189.8 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL Ibs 140.00 855.00 156.00 79.75 90.00 120.00 1,230.00 LL Ibs 315.00 1,020.00 360.00 137.75 90.00 60.00 1,440.00 Max.DL+LL Ibs 455.00 1,875.00 516.00 217.50 180.00 180.00 2,670.00 @ Right End DL Ibs 140.00 855.00 156.00 79.75 90.00 120.00 1,230.00 LL Ibs 315.00 1,020.00 360.00 137.75 90.00 60.00 1,440.00 Max. DL+LL Ibs 455.00 1,875.00 516.00 217.50 180.00 180.00 2,670.00 Deflections Ratio>240 i Deflection OK Deflection OK Deflection OK Deflection OK Ratio>240 1. Deflection OK Center DL Defl in -0.252 -0.086 -0.177 -0.060 -0.038 -0408 -0.098 L/Defl Ratio 667.0 840.8 814.7 1,455.3 1,886.2 36.0 734.8 Center LL Defl in -0.567 -0,102 -0.408 -0.103 -0.038 -0204 -0.115 L/Defl Ratio 296.4 704.8 353.0 842.6 1,886.2 766. 6627.6 Center Total Defl in -0.819 -0.188 -0.585 -0.163 -0.076 -0.612 -0.213 Location ft 7.000 3.000 6.000 3.625 3.000 6.000 3.000 L/Defl Ratio 205.2 383.4 246.3 533.6 943.1 235.4 338.5 5 arz.�cts Nv 6.1�'�3► a Roy- 12/30/2006 00:50 5087785731 • CAPE COD INSULATION PAGE 04 Pemtlt# 1 Permit Date REScheck Software Version 3.7 Release I ba Compliance Certificate Project Title: Renovation Report Date;12l22fC6 Energy Code: Massachusetts Energy Code Location: Cerwtervlile(Barnstable),Massachusef Construction Type; 1 or 2 Family,DaUched Heating Type: Other(Non-Elvic0a Resistance) rea Glazing A Percentage: 12% Heating Degree Daps; 6137 Construction Site: Owner/Agent: Designer/Contractor 156 Old Stage Rd. Bob Pyke C,entenrlQe, ,MA 02832 156 Old$tag R? Centerville,MA 02fi32—"� Rim p Ceiling 1:C:atttedral CdPring(no attic): 490 28.8 0.0 18 Ceiling 2:Fiat Ceiling or Solmor Truss: 140 30.0 0.0 5 Wall 1:Wood Frame,l6"o.o.: 826 13.0 0.0 59 Window 1:Vinyl Frame:Double Pane with Lour-E: 47 0.330 16 Window 2:Wood Frame:Single pane: 36 0.960 3.5 Door 1:Glass: 20 0.320 6 Wall 2;Woad Frame,16"o.a: 46 25.2 0.0 2 Floor 1:All-Wood Joistf7rusu;Over Uncondltioned.$p8ce; 485 19.0 0.0 Z2 Boller 1'Gag-Fired Steam;84 AFUE Compliance Statement Statement of Complianco:The proposed building design described hens is Consistent with the building T plans,speciffcations,and other calculations submltted with the,permit application.The proposed building has been designed to meat the Massachusetts Energy Code requirements in RIESctmck Version 3.7 Release 1b and tocomply with the mandatory requirements Ilstad in the RESchw*Inspection Checklist.The hoofing loud for this building,and the waling load H appropriate,has been determined using the applicable Standgrd 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 speofiied in Sections 780CMR 1310 and J4.4. $uliderlDesigner Company Name pam—""�"�` Renovatph Pegs 1 of4 12I30/2OO6 00:50 5087785731 CAPE COD INSULATION PAGE 05 REScheck Software Version 3.7 Release °Ib Inspection Checklist Data:12/22JOB Callings: ❑ Ceding 1:Cathedral Ceiling(no attic),R-28.8 cavity Insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Trusa,R�0.0 Cavity insulation Comments: Above-gads Walls; ❑ Wall 1:Wood Frame.16"o.c.,R•13.0 cavity insulation Comments:_ ® Wall 2:Wood Frame,18"ax-,R-25-2 cavity insulation Comments: Windows: ® Window 1:Vinyl Frame:Double Pane with Lowr£,U-tactor 0.330 For windows without labeled U-factors,describe features; #Panes_Frame Type Thermal Broak7--Yes No Comments- ❑ Window 2:Wood Frams:Single Pane,li fador:0,960 For windows without labeled V-factors,describe features: #Panes—Frame Type Thermal flmsk? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor,0,320 Comments: Floors- ® Floor 1:Ail-Wood JOisVTruss:C var Unnonci t ood Space,R-19.0 Cavity insulation Comments: .. _ Heating and Cooling Equipment: C3 Boller 1:Gas-Fired Steam:84 AFUF of higher Make and Model Number: Air Leakage: ® Jointe,penetrations,and all other such opening$in the building envelope that are sources of air leakage must be sealed, ❑ When installed in the building envelope,recessed flghtin9 flxwfes shall meet one Of the fdlowing requirements: 1- Type IC rated,manufactured with no penetrations between the Inside of the recessed fixture and ceiling cavity and Sealed or gaaketed to prevent air leakage Into the uncofta honed space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more then 2,0 ch n(0.9"LJs)air movement from the the conditioned space to the Ceiling cavity,The lighbrig fixture shall fisve basil tested at 75 PA or 1.57 I6SM pressure difference and shalt be labeled, Vapor Ratandor. [l Requlmd on the war,n4rowinter side of all nonwented framed cellir►gs,walla,and floors. Rlta�rlals ldentHtcattwt: Renovation Page 2 of 4 12/30i2006 00:50 5087765731 CAFE COP INSULATION PAGE 06 [� Malladals and equipment must be identifiece to that complianre corn be determined. Q Manufaaturar manuals fat all instalw hebtnng and cooling 4Nulpment and service water heating equipment roust be provided, Ll Insulation R-values,glazing U•factors,and heating equipment efficienai must be clearly marked on the buMIng plans or sper.IflceBons. 13ueyt lnsuiatlon: CI Due($shall be insulated per Table d4A.7.1. Duct 00natructlon: Q All accessible joint;,seen,and oonnectlons of supply and retuni ductwork located outside conditioned space,including stud bays or fast eovifiWopaoes used to transport air,shalt be aedled using mastic and fibrous hacking tape installed aocording to the manufacturer's Insiallaiion instructions.Mesh tape may be omitted whore Bops are less than 118 inch,.Duct tape is not permitted_ Q The HVA%system must provide a means for balancing air and water syatems. Temperature Controls: [] Thermostats era required for each separate HIIlAC System.A manual or automatic means to partially rostric.1,or shut off'ths heating andior cooling input to each zone or floor shall be provided, Heating and G0611n9 Equip"rit Sizing. [] Rated output capacity of the heatiroctoiing system b not greater than 125%0the design load as specif e(l.In Sections 7f3L1CMR 1310 end J4A. Circulating riot Water Sy mem0; ® Insulate&m.3aarrg toot water pipes to the levels In Table 1. Swirtemtring'pools: C] AD heated swirorning pk(ls must have an onlofl heater switch and require a Cover unless aver 20%of the hooting energy is from non-depletable srrurces,pod pumps require a time clock. Heating and Cooling Piping Insulation., ® WAC piping oonveying fluids above 120 degrees F or chilled fluids below 55 dagreos F must be Insulated to the levels In Table 2. .�— Page 3 or 4 12130/2006 00:50 506778573/ CAPE COD INSULATION PAGE 07 Table P Whrlroum lnsvistfon thickness for Cbcula8ng Hot Wafer pipes Insulation ghlclrness In Inches 4 y Pipe Mee Nan-Glmulating Runouts Circulating Malrna and Runouts Heated Water _ - Temperatwe(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1,0 1.5 2.0 1413-160 0.5 0.$ 110 1'5 100-130 0.5 0.5 0.5 1.0 Table 2:MiMmum FnsaJlaflon Thickness for ffVAC pipes Fluid Temp. -- Insubdod Thickness In Inches D Pipe ipe$12"_ Plpins System Types lianoo ff) 2"Rurrouts _ V and Less 1,25"to 2.0"--�2.5"to 4" _ Heating Systems - Low PreawralTemperature 20-250 1.0 1.5 1.5 2.0 Law Temperature 120-200 0.6 1.0 1.0 1.5 steam Condensate(for feed xfater) Any 1.0 1.0 1.5 2.0 Cooling systems Chilla Water,Rafrlgmrdand 40-55 0.5 0.5 0.75 1,0 Brine Below 40 1.0 1.0 1.5 1,5 NMES TO FIELD:(Building Depsrbtreot Use Only) y r Ronovation - -. Page 4 of.4 f f77 „ Syr b S F z��v �,• TOWN • . , TABLL F BA . ., � DEPARTMENT OF HEALTH SAFETY AND .; . ENVIRONMENTAL SERVICES H BUILDING DIVISION �; . STOP WO-D-rz- THIS STRUCTURE AND/OR PREMISES HAS BEEN -- INSPECTED AND THE FOLLOWING VIOLATIONS OF THE BUILDING CODE AND/OR ZONING ORDINANCE HAVE BEEN FOUND; I) ------------ 2 ¢r 3) a atu �y' P < �C `c'1 4 F • ' YOU ARE HEREBY NOTIFIED THAT ' NO ADDITIONAL WORK SHALL BE UNDERTAKEN y UPON THESE PREMISES, OR THE PREMISES ; OCCUPIED UNTIL THE ABOVE VIOLATIONS , ARE CORRECTED. . , . ANY PERSON REMOVING THIS NOTICE WITHOUT PROPER AUTHORIZATION SHALL BE LIABLE TO A FINE OF NOT LESS THAN FIFTY, NOR MORE THAN ONE HUNDRED DOLLARS. 'M �i Address j,S(v Q�� AG E D E Date �v 6 dig ommissioner • �� 'c �.� ��r,�'. "'�' +sue .'yr• - —•. .. _.p. - - ' � .,:.� � ol 9 .r .. r f ` r - r _ • ....�... ... a ,. r f r ..-. .. '- ate' -,g "'L+..'^^• a � .r' —`"t _. ° .f. , ��� 3 - j ;«..• K. '�' d��'�",�-"�' � -tea..+1 _" m.ar` M� i ,'+�4 ' � v ..-�•.r. ham,.. �. .W ] �� �♦E r 'a'�i ,y p ,,iYa �p�, �� ��.Y�� A�'�j�`�� _ 4�9� c. �'R.e �t At / s � u.M I*+•"'A^+�f'3*'"W-��i'..a i`^r pYA 4w 3 3 . },+''f c+- Efit&Jw , sp , �r + r , r s ry _ e a" ,. y a x y 77 156 Old Stage Rd . , Cent. 7/19/06 f r e. •A TOWN OF BARNSTABLE BUILDING DEPARTMENT COMPLAINT/INQUIRY REPORT Date Rec'd By Assessor's No. Last Name First Name ORIGINATOR Street Village State Zip Telephone: Home Work Description: e _ COMPLAINT o� <��-7 �c�s.`� -f C�.t✓> �'c^�C��� INQUIRY Ski -. Drat ►.0- � ouo pos C5 1;N�-- L"���y�� S G-��-r'i�Z�=�P �2e�y�y� C�'�t2✓�j �`��� Reguestor's Signature COMPLAINT Street Address LOCATION OFFICE USE ONLY INSPECTOR'S Date 7 Inspector C�l ACTION/ COMMENTS 'all I ell a _ FOLLOW-UP ACTION ADDITIONAL INFO. ATTACHED COPY DISTRIBUTION: WHITE - DEPARTMENT FILE YELLOW - INSPECTOR PINK - INSPECTOR (RETURN TO OFFICE MGR. ) * V [ ] [R209 069 . ] LOC] 0156 OLD STAGE ROAD CTY] 10 TDS] 300 CO KEY] 128622 ----MAILING ADDRESS------- PCA] 1011 PCS] 00 YR] 00 PARENT] 0 SCHWARTZ, GLORIA MAP] AREA154AA JV1288860 MTG10000 156 OLD STAGE ROAD SP1] SP21 SP31 UT11 UT21 . 18 SQ FT] 1655 CENTERVILLE MA 02632 AYB11850 EYB11975 OBS] CONST] 0000 LAND 47200 IMP 105800 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 153000 REA CLASSIFIED #LAND 1 47, 200 ASD LND 47200 ASD IMP 105800 ASD OTH #BLDG (S) -CARD-1 1 105, 800 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #PL 156 OLD STAGE RD CENT TAX EXEMPT #RR 1174 0067 1164 0104 RESIDENT'L 153000 153000 153000 #SR OLD POST ROAD OPEN SPACE #FY99 DELETE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE107/97 PRICE] 80000 ORB1108360.70 AFD] I D LAST ACTIVITY] 09/30/97 PCR] Y R209 069 . A P P R A I S A L D A T A KEY 128622 SCHWARTZ, GLORIA LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RD- 1 47, 200 105, 800 1 A-COST 153, 000 B-MKT 113 , 600 BY 00/ BY /00 C-INCOME PCA=1011 PCS=00 SIZE= 1655 JUST-VAL 153 , 000 LEV=300 CONST-C 0 ----COMPARISON TO CONTROL AREA 54AA -- TREND EXCEEDS STANDARD NEIGHBORHOOD 54AA MAIN ST. CENTERVILLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 472001 LAND-MEAN +0% 1530001 187867 IMPROVED-MEAN -440 250 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 10001 LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADDS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] FRIEDLINE&CARTER ADJUSTMENT, INC. 436 Main Street, P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: —(—}wilding Commissioner or Inspector of Buildings O Board of Health or Board of Selectmen O Fire Department TOWN OF Barnstable TOWN HALL Hyannis, MA RE: Insured: SCHWARTZ, Gloria J. Property Address: 156 Old Stage Road Centerville, MA Policy Number: H09918838 Type of Loss: Fire Date of Loss: 12/23/2002 File#: 95114 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 36 is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. - J. F. MCNAMARA Adjuster 1/2/2003 t NEW EXTERIOR WALLS f I� I I' NEW INTERIOR WALLS —� , EXISTING WALLS OF EXIST.`-' I, - � -Af X•Sr.cn,)>J L _ � I I j KITCHEN I �II: i III III I� �I J9ha�aL•S'�AUL � • I ._...— a c € —' -- I q LIFTIFE f _ y L. — �j �I- --'-- Elio: fl. ! , ' J.�.', QIIIIIII I I�It'I ,PI 1�. !i�� 6'-O" \ ...'-�. 6•-0"/ III TI ------------ -3 19 �IifU 3. Q EXISTRM, ' ENR -T7 -7 C�= aco3 ssELv�1 d` I:1`� - . EXISTING - It r - I t�_—,� _ ! __ 'v �e !I�• HALLWAY Y I 6.•3e I 1 I I P M - /' I1—_ j ram: to- I --------I r YYY EXISTING !I i I i I EXISTING BEDROOM I.'i� I $1D1D n ,I ,® ! FAMILY I%I EXISTING I / F_YISTING ROOM L-a i sue= 1. BEDROOM I f "+ASTER - B 'ail {, I - 'i_ GV. _ - r III BEDROOM m — s' nP.eo'Nuw FN,cw.uuE i _-- - , I.I I , j i I I EXISTING E NEW SECOND FLOOR PLAN fr,uw„ta EXISTING < NEW FIR5T FLOOR PLAN UPG4.0, ?06.32 of T.V ANU I gRfIL9POUK AECNAN:uL NO 3009 �l SAL E M I�UGVsf?�06 Philb k E.g.S C—L 107 Beach Sveet 0—I.,MA 02630 BOB PYKE BOB PYKE y! INTERIOR RENOVATION PER PLAN DATE aevlsloN DRAWN BY C PAG-E SCALE $ 156 OLD STAGE ROAD 06-30-06 # G- of L va:ro• �I CENT v W_t ---- --/—_ER ILLE MA. PURCN/EEaKON6WMd FivESpRCL!ERFF�/17K'IBLE COM^LLAYE LL[ ?FXIGIIggADYFNIORCEnFNlOwA6LC0.�RElEIGbnAG9 JIALIA?TNGlew4FXIEA®BEGUFt6lRMEVBPrvTOFP Q LCCdL DII—C CO:E!A—O.QOMdNCCG...0 OEE/6NG Mdr NOf BF 12D R::•v,;Ne�.,•c -o)QE DETB�mM or LOCK WIL WO q- AA'D aCCEPrA ell vHP/FY 41AV.^.rf/R L ELFn m l.�i OF9/GN/9 m P.O.OOX�9S /TiC6l3fl-Ci�O Z I fi'Yt J/lE COND/nONS CR fOR r3rE lbE GK)NEeE ORA4'A56 CVAAV6Sr1eiL)ICN. PR.CCnCO OE CON!IRILT/CK VEIe/FY DE9f6N L'4/I/LOCJL EAviINEEV. 4ir+l LA'_AL EN6/VEER dNp 6Wrl/AG LWTC/dLD. 11.;7 eFGr EIIRNSTIBLE IL.O)66e