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8/10 SUNSET AVENUE
�� ,y*t � . �� /�p��2t��cc�h�s e��� f���.9 . �, . "i �z��. ,� 'j' � � .: ^:''�4. t�J�� ate`�.t:' �.� �� h' r ,•o * � �: �� � �. t � . ,.� e � � V °�. P � _ ,� r ., {' _� _ so .. � � �, � .: � .. /. 9 � ,:� .�. .. _ .; � � - �, - - -' ,. - .. �Q� ,:. 0 a 1�... } _ _ � ��. � _. � - _ .. .. - 1 .. � �3. 6 - t r .. �. � c o :. k � j '- _ � � .. 7 .. . fi' . , .. ., _- 4FL l , TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION ., Map Parcel.:'' arcel �. JApplicatioi Health Division Date Issued Conservation Division w.Application Fee r Planning.Dept' Permit Fee: 7X r Date Definitive'Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address �_252- /1D Village n oS _ Owner ��� i /C' j C�� i �`&ddress �S6'S /4 Telephone ' e � C � P PP-- Permit Request �i"c �'� `� n P,� < l ink' Sid ,G�� Square feet: 1 st floor: existing V proposed 2nd floor: existing proposed Total new r —Zoning District Flood Plain Groundwater Overlay 'roject Valuation. ^ 620-0 Construction Type Lot Size Grandfathered: 0 Yes 9-No If yes, attach supporting documentation. Dwelling Type: Single Family ;;0 Two Family Multi-Family (# units) Age of Existing Structure Historic Hou��se:/�❑Yes ®'No On Old King's Highway: ❑Yes ❑ ❑ ❑ C� C9'No Basement Type: Full Crawl Walkout 'Other <,�7k9 ra-W Basement Finished Area (sq.ft.). 0 Basement Unfinished Area (sq.ft) /30 Number of Baths: Full: existing �O� new Half: existing new Number of Bedrooms: existing —new p Total Room Count (not including baths): existing O new First Floor Room/Count Heat Type and Fuel: O9 GaS ❑ Oil ❑ Electric ❑ Other ` '2�^'` CD Central Air: ❑Yes OI No Fireplaces: Existing New Existing Woo /coal Move:0 Yes ® No Detached garage: ❑ existing 0 new size—Pool: ❑existing ❑ new size _ Barn:S]existing ❑ new size_ Attached garage: ❑ existing ❑'new size _Shed: ❑ existing ❑ new size _ Other c_ 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 is"ter I C 1 cl'; Telephone Number Address _ ��7 IL°C�sa u if License# Jg 1E�.0 1M l Yl s�� i �� l ZL,�3 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO v S SIGNATUR &L DATE -5 _ j t FOR OFFICIAL USE ONLY .APPLICATION# ` z DATE ISSUED MAP/PARCEL NO. C y ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. 5 � ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information `n Please Print Legibly 'Nam(Business/Organization/Individual): � GAdres CCity/State/Zip: CeAl_r" Phone.#: ��°"� �✓� 7 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors6. ❑New construction 2.El am a sole proprietor or partner-' listed on the attached sheet. 7.. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. 0 Building addition [No workers' comp.-insurance comp. insurance.$ quired.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 13.Lff I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL.c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under theme ains and pe perjury that the information provided above is true and correct q=—Signaiur - � � T Date: _ Phone M Official use only. Do not write in this area,to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house. or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if -contractor(s)s names address es and hone numbers along with their certificate(s)of necessary,supply sub co ( ) ( ),address(es) p ( ) g insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the perrrit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigatlau 600 Washington Street Boston, MA 02111 TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06 www.mass..gov/,dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE, AND TWO-FAMILY-DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR61.00) Applicant Name: l� l , Site Address: D print Town: Applicant Phone: �_ .[� 0717 Applicant Signature: �c7-Ae-- Date of Application: �J NEW CONSTRUCTION: choose ONE of the following two'o Lions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS 1vtAxllvtulvl MINIMUM Ceiling or Slab QOption l: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R R-Value Value R-Value wall R Value AFUE HSPF SEER R-Value and Depth National Appliance-Energy 3 5 R-3 8 R-19 R=19 R-10 R-10) Conservation Act(NAECA)of 4 ft.- 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http://vrvw.energycodes.gov/rescherk/ ADDZTio NS:OR A-LTERATZONS.TO EXISTING BUILDX1vGS,.-O�?ER•5 YEARS OLD* *)Buildings under 5 years old must use option 91 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF 100 x - _ % of glazing (b) Glazing area equals SF b a If glazing Xs<40%.use the chart below. If glazing is > 40 % rgcee.'d to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM L'J Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 • R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form found in Appendix 120T �tla r Town of Barnstable "a Regulatory Services •narvsTeare Thomas F.•Geiler,Director 9�A16.19. a � Building Division rF0 MAy , 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: �� O 10B LOCATION: number t street ®` village "HOMEOWNER": AnuA60722' name / home phone# work phone# �7 /✓� ` �^ CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings'of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER' Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is;or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a.two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official�on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,byla,vs,rules and regulations. r 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 requi ements. 4�t� 01 Signature'of HomeovAer Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with tt'�e State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that:,."Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities,of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC . THE Town of ]Barnstable y Regulatory Services " 8AW Thomas F. Geiler,Director AS& Mass. 0 p- 61 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 I, UJ0 7asOwner f the subject property �" to act on m behalf, hereby authorize ���� 1 C y in all matters relative to ork au orized by this building permit application for: (A ress of Job) Signature Owner Date P ' t Name If Property Owner is applying for permit please omplete the Homeowners License Exemption Form on the i e side. Q;FORMS:O W N ERP ERM I S S ION Y- aS an l Sep 1 Y),S� e �o Spec c®. < `�I ls, ok 0 e + me know 40 0®. I i 4 ra. � -t ..e�__+_.. -_ �,'..?, r'' y fin � + v.'D �*. � '1 •+r._ > ""�w «'�---.� �+.. a,. �,: It: Fd1B, �Edrt -.T0015 HeIP s £o° k sw.*" - x{, t F- °'' �. •''' (�3�,,, •r,�'.: _ °^ � az".:=tea{ x« ,�.�{r '•c`Jf�,m" � '?'ram•# . "+ ry *-..-,«..,�r c "_-_��,; A• aI' � ";. } P4 p�. 19 " � z " TYPe' ,Reques-&-- sd*ddl dl`Tyr e, Inspect r ^ Ppa rr ed B LonVactoS,A ` #=" nt',w t # ' #Schedule ` as "cr, 'M r Su. a BLDG FIN 1ng AV L APP Profile _ 4 > t� EFINAL i i I� M' ��{y ,.e.Ms+.4. ba,:�dek+rw.mmF�.w.&H. a�i".ri'"m4 "::'M+aa.�✓a' ::vtl n...a�w,'.nPo=� ..�d4.* � ,Kv �bA"`h� �`Y`�@�`*� ^ww6"�Y ice. 4..1 • a � #- �- .•� ate' re i d ESRV&MTR q J_ __ a .� T. ,w t a � MUM # �r E `- -4 + fi} � - ^�-''--•-.,�Year, .x-. ✓.-n rw �re�,w.a"� fiE •r rc,+t rca.a avz�, yF I � } GAS FIN 1 TQ a � z Ip PLUM FIN 1 A 71 € cvas°ar'aree .± 'r.� i� a � � �+} c�.., r s"k . ` '»..� .,...a»,.�:z�--«-,�.....•,,,...v�.�..�a::.i='u�'�-`^""a,�e `�':�x ��%.�sr*`�s"a- g" `'*�'t'. r , a N3 L� MUM a 3 x a ,�q �e�Vd S[}le�Ie .;�. �� � �"� "� �;:•s ��:,.� to" ^. t xr zh ' a' As`i x r-- --�-- -- -�--._�-�. i `` - � ��� �- �� ��� �� 1HET TOWN OF BARNSTABLE , ' ti Building Appl.ication Ref: 200805850 BARNSTABLE, Permit.,Issue Date:- 02/02/09 � i 9 MASS f. i639• Applicatif f - Ar�O Mph A Permit Number: B 20090148 Proposed Use TWO FAMILY Expiration Date: 08/02/09 Location 10 SUNSE.T,AVENUE Zoning District RC Permit Type: RES.BLDG MOVE/FOUNDATION Map Parcel 226173 Permit Fee$ 250.00 Contractor HAYDEN,ROBERT F. Village CENTERVILLE App Fee$ License Num 016161 Est Construction Cost$ 30,000 i Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND RAISE BUILDING AND REPLACE FOUNDATION THIS CARD MUST BE KEPT POSTED UNTIL FINAL' INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record:. RICCI, ELISABETH MARGARET BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 565 PLEASANT ST INSPECTION HAS BEEN MADE. LEOMINSTER, MA 01 45 3-622 1 Application Entered by: JL Building.Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANYSTREET,ALLYOR.SIDEWALK OR AN ART TH IT .ER TEMPO ' RILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY•PERMITTED UNDER E TH BUILDING`CODE,MUST BE APPROVED BYTHE JURISDICTION. STREET OR ALLYGRADES.AS,WELL AS DEPTH AND:LOCATION OF PUBLIC SEWERS MAY'BE"OBTAINED FROM"THE DEPARTMENT OF'PUBLIC.WORK&, THE ISSUANCE'OF;THIS PERMIT.DOES NOT RELEASE THE APPLICANT FROM THE'CONDITIONS OF ANY,APPLICABLE:SUBDIVISION RESTRICTIONSh• MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS JNSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). EMllu BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map �"�• Parcef- �. ,� �Jx " Application # �� Health Division Date Issued ��11 Conservation Division Application Fee V Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �C Historic - OKH Preservation/ Hyannis Project Street Address —16 Village Owner X�, � ddress; F Telephone _ /� R&2 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total.new Zoning District Flood Plain Groundwater 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 r ; Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name iv Telephone Number Address ` License# DAG// Home Improvement Contractor# A(JG ? � Worker's Compensation #GiG 970SG M/3GC ejaf ALL CONSTRUCTION DEBRIS RESULTING FROM THIS P ECT WILL BE TAKEN TO Ae4 SIGNATURE DATE 7 A-Z FOR OFFICIAL USE ONLY { APPLICATION# j JATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION t FRAME y INSULATION ` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y 1 FINAL BUILDING ' 1 DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, '•� Fri -�r. . P� f Map T Parcel / Applicatioh # �G Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee. Date Definitive Plan Approved by Planning Board r f"C' �1 Historic - OKH Preservation/ Hyannis ' F t Project Street Address —/� ,� �' r��'' �a� / Village Owner �� car' r // (Ke �� f` A dre s �-- Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation2 6C0 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 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal,,# Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �. <r�.i ir/y� /)Y--- Telephone Number Address / lcC / License # e4/ Home Improvement Contractor# - J Worker's Compensation #lvC k7_7.,�% W KV-YY C—A)0 ALL CONSTRUCTION DEB /R'IS,RESUL/TINGG,FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE //, / � %�//i DATE Ao�f� hU FOR OFFICIAL USE ONLY APPLICATION# ATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. oFEra,, Town of Barnstable r a Regulatory Services BMMy NAM.� Thomas F.Geiler,Director leny..tA 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 I, ICE as Owner of the subject property hereby authorize z, to act on my behalf, in all matters relative to work authorized byt1iis building permit application for. (Address of job)' Signature of Owner Date } Print Name If Property Owner is applying for pen-nit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:O WNERPERM ISSION SHE Town of Barnstable �Op Tp�� Regulatory Services BARNSTABM ; Thomas F.Geiler,Director MASS. �p i6.3 ♦0� Building Division TED MA'I p 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ' Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building pen-nit 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 fon✓certification for use in your community. Q:forms:homeexempt The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address �D �o City/State/Z' Phone.#: ?— „1 —'�<3�l AZ re an employer?Check a appropriate bog: Type of project(required): 1. I am a employer with 4. 0 I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- - listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g• 0 Demolition won for me in an capacity. employees and have workers' Y P h'• 9. ❑Building addition [No workers' comp.imurance comp-insurance$ required..] 5. F1 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself:[No workers' comp- right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating lbey are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: i Policy#or Self-ins.Lie.#: f 7.D f Yd1- /o ( O Expiration Date: o? Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under•Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the Office of Investigations of the DIA fo ce cover a verification. I do hereby certify un d n of pe ' ry that the information provided above is true and correct � Si ature: Date: Phone# v Official use only. Do not write in this area,tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hue, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the fore om en a ed in a joint enterprise,and including the le representatives of a deceased employer,or the g g. g g J rP g � eP receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also stages that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to brim leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call ' The Department's address,telephone-and fax number. t . The Commonwealth of Massachusetts Department of Industrial Accidents - Office of Investigaftons` " 600 Washington Street Boston,MA 02111 Tel. #617-727-490.0 ext 4.06 or 1-977-MASSAFE Revised 11-22-06 Fax#617-727-7749 www.mass.gov/dia i I s r up ��'...,0Yk '.E OVD D 19 9 .,U.S. TD -..•. 3-,> S r � . = .K . ° 0 LawnSei ce° - _ 345 Old Plymouth Road Sagamore'Beach,MA 02562 4: L> Excerpt from April 8, 2008 Board of Health Meeting: E. David Coughanowr, R.S., representing Elisabeth Margaret Ricci, PENDING owners — 8-10 Sunset Avenue, Centerville, 5,800 square feet parcel, four INFORMATION variances requested. David had used a more restrictive determination of the groundwater. The Board will accept a less restricitive method i.e., the monitoring of the groundwater or the use of high tide as the tool for groundwater. This would reduce the size of the retaining wall of 4.35 feet. A two-compartment tank will be needed. The Board voted to approve the plan pending the final groundwater adjusted determination based on a test well for the height of the foundation and wall., 2) a revised plan be submitted to show a two-compartment tank. II 0 t_ e FTtIE r Town of Barnstable *Permit# �� 2 �P .0• � .� - Expires 6 nronlhsjrom issue date y � Regulatory Services Fee IEWWI 8ARN57'ABLE, MASS. �' A4AR Thomas F. Geiler,-Director, - t 39. 7 ?009 lfD MA't_ OF smly Building Division `ST Berry,CBO, Building Commissioner V 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X=Press Imprint k1ap/parcel Number Property Address ' Residential Value of Wort. �aw Minimum fee of$25.00 for work under$6000.00 Owner's Name & Address Contractor's Name � j� r r Vl I C' Q Telephone Number /7 1 lome Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I a e proprietor Q am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be.on file.. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will.be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side _j � r6 A` Eg Replacement Windows/doors/sliders. U-Value L%a-6 . (maximum .44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home ment Contractors License is required. SIGNATURE: z 1 a �] o.`WI'1-111S\.Pt)RMS\building permit forms\EXPRESS.doc Revised 100608 'L v� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 5• '�� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 4�6_-I afire l2/V /CC l Address:_ 1 U Sun City/State/Zip:_',e,., r14 Phone.#: 92 Z 7 ' Are you an employer?Check the appropriate box: Type of project(required): L❑ I am a employer with . 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a§ole proprietor or partner listed on the attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity, employees and have workers' Y P �'• $ 9. ❑Building addition [No workers',comp. insurance comp. insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3. am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this aff davit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M 'Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL.c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify th ains and en fes of perj that the information provided above is true and correct Signature: r Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their,employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association.,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons,to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the com,monwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is completeand printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: Tle Commonwealth of Massaahiisetts Department of Industrial Accidents Office of Investigations, 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia Y �•t 1 SI+Erti Town of Barnstable °« Regulatory Services y" MARS. E$, Thomas F.Geiler,Director ��EpMpla�� 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 s Property Owner Must Complete and Sign This Section If Using A Builder I,T(f j e Y) n R I r c I ,as Owner of the subject property hereby authorize (/i r l-"o a?lc e I to act on my behalf, l in all matters relative to work authorized by this building permit application for. (Address of Job) a Signature of Owner Date IC (J�P �(�) Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RMS:OYMERPER MISSION 'EKE r��T Town of Barnstable Regulatory Services Thomas F.Geiler,Director MA-9& Building Division Tom Perry,Building Commissioner vlyv.town.b arnstable-ma.us Office: 50 8-962-403 8 Fax: 508-790-6230 HOMEOWNER LICMSE EXEMPTION Please Print DATE:- JOB LOCATION: 1 U - �S l�- sz number J`, street village "HOMEOWNER": CI e U Tc. G� 1 C' e; 4 2-F name home phone# work phone# CURRENT MAILING ADDRESS: — 16 `�Q1)L Yl 4dA 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 submz it 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.Tpwn of Bar-=table•Buildingbepartment minimum inspection procedures and requirements and that he/she will comply with said procedures and 2uV Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that; "Any hoirreowner performing work for which a building permit is required shall be exm-npt from the provisions of this section(Section I D9.1.1 -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&Rcgulations for Licensing Construction Supervisors,Section 2.1.5) 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 bomeowner 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 cart t amend and adopt such a fomr/cm1ification.for use in your community. Q:forrrs:homccxcmpt i U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-00018 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. �� SECTION A-PROPERTY INFORMATION orlsrance Company�1se3, Al. Building Owner's Name Elisabeth Margaret Ricci 91oli �Nurrikier A2. Building Street1Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NA}C Nurnkier t--8=10'SunsetAvenue � � � `-City Centerville State MA ZIP Code 02636 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 226 Parcel 173 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.41.6367 Long.-70.3344 Horizontal Datum: ❑ NAD 1927.® NAD 1988 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1300 sq ft a) Square footage of attached garage sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the'attached garage enclosure(s)within 1.0 foot above adjacent grade 3` within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 9360 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Town of Barnstable,Massachusetts 250001 Barnstable Massachusetts B4.Map/Panel Number B5.Suffix B6.-FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 250001 0008 D Date Effective/Revised Date Zone(s) AO,use base flood depth) July 2, 1992 July 2,1992 A 10 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item.B9: ® NGVD 1929 ❑ NAVD.1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction*` ® hed Const ucuction _ *A new Elevation Certificate will be required when construction of the building is complete. �-+ �. Z C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,A Completel�ms C h below according to the building diagram specified in Item AT Use the same datum as the BFE. 1 Benchmark Utilized u/LVertical Datum 6.84 4__ CI Conversion/Comments Zs Check the measurement us� l/) a) Top of bottom floor(including basement,crawlspace,or enclosure floor)7.50 ®feet [I meters(Puerto Rico nly) b) Top of the next higher floor 13.75. ❑feet ❑meters(Puerto Rico only) l4J W c) Bottom of the lowest horizontal.siructural member(V Zones only) ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) ❑feet El meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 13.75. ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.5 0. ❑'feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG), 11.00. ❑feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7.50. ❑feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.) �f�1k OF Mq s understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001.0 S Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a O� �$ licensed land surveyor? El Yes ® No `� "NES 'y Certifier's Name Shawn Maclnnes,PE License Number 41328 t IL 1328 Title President .Company Name Maclnnes Consulting Address PO Box 1182 City East Sandwich State MA ZIP Code 02537 �0Fs9 L 3/ON fONAL EN' Signature Date 12/27/09 Telephone 508-274-2091 FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions et � _ � .�� IMPORTANT: In these spaces,copy the corresponding information from Section A. 11 fnsur RAV—ompariy Use Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Polrsy Number 8-10 Sunset Avenue City Centerville State MA ZIP Code 02636 �WomMQ panyidAlCNumberNO R _,mom SECTION f)-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date 12/27/09 ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C, For Items El-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG)'. a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name , Shawn Maclnnes,PE Maclnnes Consulting Address PO Box 1182 City East Sandwich State MA ZIP Code 02537 Signature i( _ Date 12/27/09 Telephone 508-274-2091 Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E fora building located in Zone A(without a FEMA-issued or community".issued BFE)or Zone AO. G3.❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date, Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions r E+ Building Photographs See Instructions for Item A6. For Insurance Company Use Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No, Policy Number L City State ZIP Code GompanyNAlcNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit.on this page, use the Continuation Page, following. Building Photographs Continuation Page F..or Insurance Company Use;:, Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Roucy Number City State ZIP Code CompanyNAlCNumber If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map "`' Parcel.'.' arcel pp A lication # v l// Health.Division �� _ Date Issued Conservation:Division 411 Applicati e ,-. Planning Dept. Permit Fe Date Definitive Plan Approved by Planning Board Historic'- OKH Preservation/Hyannis Project Street Address r D Village Owner Address Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ~ 'roject Valuation Q QUO 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 (�nntral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No ,Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new. size _ Other: k Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# f < Current Use Proposed Use C" APPLICANT INFORMATION — ' BUILDER OR OMEOWNER Ile r61W Name Telephone Number Address G License # �/� �� Fy Home Improvement Contractor# Worker's Compensation # /G ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t SIGNATURE DATE �. el t t ' FOR OFFICIAL USE ONLY `APPLICATION# _ DATE ISSUED m MAP/PARCEL N0. ADDRESS VILLAGE " OWNER DATE OF INSPECTION: FOUNDATION F FRAME Y INSULATION FIREPLACE i t i ELECTRICAL: ROUGH s FINAL I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL } s FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN.NO. T� � I „ /J rrMErl:C of J-ra"W.'s1-1 LL't ix Office of znvesfiba-Lor:.s' n 600 fPrUlfr"n.gton Street .Boston, ;11f Gz T I1 wrv�v,I'll-ass.go v/dl-a Workers' Corupeusation Zusu> aztce I LlaVT—: Bur.Zdars/Contr.actoi-srClec'Tjcians/j.Xtim�exs A licaxttXnfoxmat�ou .Please :fir znt Le��bly . blaLl1e (73tuincss/Qrgznizdiion/Lndividua[): Address: Cif: /StateJZi Y p Are y t ari em�.ployer7 Check the a_propriatc bo x. Type of project(required): 1.CJ 1 kcm a employer vrith 4 0 1 a a general contractor and 1 6 � 1�G�ComS{TOCtloll havc hired the shtb-contractors r_mployccs (full and/or palt.ttrnc). 7. t Rr¢todclin� :ti tcri or_t i'nc atCache:d sheet, t—I 2.❑ 1 am a'solc propnctoz or parLzlcr- T*h sub-contractors havc g. El Dr-Daolild.Da ship and havc w mmployccs worla#g for. me in a-ny capacity. er_rxployees and havc workc-rs' 9• Building adCLZorl comp. �nsuraace.t [No workcn,' comp. alyuxau.cc 10_[� Llccizical repairs or additions r�glzircd ] 5. V rc a_rc a corporation and its 3.❑ I aza a.homcovrnrs cloiug all-work officers havc exercised thca 11.�] •l'lmnbing repairs or arlrUtions Ixtyscli [No workers' comp_ right of excm.ptioaper MGL 12.❑Roofrcpaizs c. 152, §I(A), and-wc hay.r,no Lasm ncc rrctuirrcl-j Y. 13.0 Other employees. [No vrorke.-I-s' comp.irisurancc rcgirilcxi] — *Any arrplieant rAw ebccl_c box UI rws-t also f A out the rcction Uelow rhowin�the r war)ceca' eoropcxt nlioxr policy infornzab�n- 1 Homcovmerx vino submit chic affid-,.viL indie.,liilg tbcy air.doing 0 work and thrn hire outride contmcLors mug[rubmiL lLnM tEdavi t inliieafM g Fueh. tCtmrLcjrs 0t -t cy-bcrthis box must ittarlird sm ndlclitional sbect shw oing the name of the sub-eontratlnrz�d eEah V4hetl�er ornol tbos6 mti.lirs Iiatiro rm . canployexs. if the sub-eanlnclnn h1Z'c c rrployeec,I],r_y mucl pruvi d (her tvorY.c s'comp.policy number. --'— ---- - X.FGrIf. wt ernj�loyer that a provirLing wur'kers' contpertsation. insurance:for my em-pCayees BeZbrt is lFi-e pvl�cy andjnb Site info rrrt aL'n rt lnsurancc Company Policy#or Sclf i_ns. Tic. #: 6 -7'_�.�- Job Sitc Adcli-css: _ City/S tits%Lip: Mt-Lach a copy of Lhe wor ars' cornpensalion policy declarati pagr (Yhowin the policy )number and expiration elate). 1~ai.lwrc to scctrrc coverage as required und.cr Section 25A. of MGI, c. 152 can Lead to the zraposiLion of criminal pcnaltics of a fiun lip to S 1,500.00 ,,nd/or one-year imp•riso=Lnt, a-.s well a_; civil pcnaltits in.tho.form of a STOP WORK ORDER and a fine of up to $250,00 a day aga33)_13t the S�Dl Ltnr. 13c adyiscd that a copy of this sta.Lcmclit may be Forv,,ardcd to tho Offacc of Investigations of the DIA. for X dv Ixerefry certi�urtrter Of pc ' td pe er'ury rl/ al the irfj orrn_trl�"nn ravided above is trcce and correct Si rnr alxlrc: — Phonc# U pffrcinl rise only. Do not write in Of area, tb be comzole(ad by city or town offci.aL Cit, or Towa: Permii/T icense #_ grazing Autbority (circle ane); I. Board of F_fealth 2. Building Departramt 3, Cite/Tort Clock 4, Electrical.Inspector 5. Plu.ml�ing Inspector 6, Other Phone Coutact Person: Massachusetts General Laws cbaptcr.l�/rcquucs au crtapJDycrs LuyAuY,` - pursuant to tlit✓ statulr an rrrcplo)er.is cl.cfrncc( ert "...cvci?'person in the service of another under any contract of hire cxpress or implicd, oral or writtr_n." 4n empCoyer is dc5ned as "an ixzdividual parlucrship, association, corporation or other legal entity, or any two or mc7ze of thc foregoing engaged in a joint enterprise, and including the legal representatives of a deceased erztployer, or thc receivex or trusted ofauindividual,paitucrship, association or other Icgal entity, employing employees. HOWGYGr the owner of a dwelling house having not snore tbon thrcc apartments and who resides therein or thc occupant of thc jvrcilirrg IlOUSC of.anothcr who employs persons to domaintenance, eonstructiou or repair work on-Lich dwelling house t tbcrcto sEaLl not because of such employment be deemed to be an coaploycr. ar on thc grounds or building appurtcuan " \fGL ehapt�r 152, §25C(6) also states that "eves-y sLate or Ioc a1 L�ensing u��e.ucy sh LU ys'ilhhold the issunnce or , -enewal of a license or permit to operate a business or to comstruc,t buildings in the coa OaIvealtla for any ipplirant tivho has notprodnced accepLrble eti�deoce of compliance n�Lh the.insuranr�'coverage required." �dditionaEy, MGL ohaptez 152, §25C(7) sta:Ls `Neither for commonw ealth nor any of its political subdivisions shall ;ntcr into any contract for.the performance of public work until aeccpta_blc cvidcacc of c000pliznee with the m-sm *�cc cquuemcnts of this chapter have bccnprescutcd to thc contracting authority. gplic-aats Iease fdl out the workers' eonxpensation affidavit corapi tcly, by chccking the boxes that apply to.your situation and, i1 Of occssazy, sTspply sub coutZactAr(s)namc(s), address(-&,) and phone numbcr(s) along `vitll thcu ccrtil caca th lity Cc zpanics (LLC) or Limi.tcd Liability Partacrships (LLP)with no employees other than thc uuratree: Limitnel Liabi u sabers or paYLutrs arc not rcquircd to carry worl:crs' co�upensatiau insru-a_.cc. If an LLC or LU does have nployccs a porky is rcquircd. Bc adv scd that th_u at7idnvit rriay br.submitted to Oho Department of Industrial ccidenta for coafnU .tion of insurance coverage. Also bc sure to sign and date: (]Lie af The a d.itvit should fidavit returned to thc city or tovvn dia-t the application for the pera:oit or lrcensr is bcia.g requested, not the Dcpartmont of i i;Hal.Aecidents. Should you have any q-Lmsiions regarding thc law or if you are rrAluirad to obt iu a.workers' ,nopcnsation policy, plcuso call the Dcpdz�cnt,if:thc nua)bcr listed bclO�T�. iSCI� UJssLLrCd Gor7S1Jan1e5 Should GD1Lr f17CTS if insLu�cnGo licc v,number on thr ippl-opri,ac line. -- — -- ity or Tom Offrc( cast br sure that thc affidavit is compIctc and printed legibly, The Dgjja-L'oacut has provided a.space at thc bottom Lbc aff davit for you to fill out in thr cvcz�.t tb.c 0fucc of lnvcs ti.ga.tions has to contact you zcgardiag tflc applicant case be sure to Ell in the perzait/liccnsc number which will be uscd as a rcfercocc niirabcr.. Set adrlition an applicant tt-must submit multiple pezwit/Li.cense applications in.a.n,y given year, nrerl.only submit one: 2cffidnvit indicating euuent liey informa6an(ifncccssary) and under "Job Site Address" thc a.Pl7licac�t should write "till locations in-(City or YA)."A cbpy of thc aflidavat thet 1�7s bccri.officially sti cn d or zaarkci by t11r city or town znay be provided to the plicant as proof'that a valid of 6davit is on dic for future pcaails or liccm'cs. A ucw aiEdavil,mist be 611cd out each 3r.Mcrc a home owner or citi-zcu is obL-iraing a liccusc or.permit not rrlatcd fo any business, or comancreial vcaturc a dog liccnsc or pcunrt to to;m Ica-Vcs etc.) said persozj is NOT rcquircd to complctc this afpidn.vit r Office of Lnvcstiga.tions world Lkc to Lank you in adviLo.cc for yot.Lr cooperation and should you have any questions asc do not hcsi:tat:c to give us a call Dcpa�trDcnt's uldress, tcicphonc•and fax number- fho COrf MD.UwW 'll,th ofMasaQII Setts DqNxLmee.at of Ludu&t ial Accidents Dfce of S-Uvestiptians 6DO 'Wash)&rein St c�e t Boston, MA 02 111 Tel. # 617-727-4900 ext406 al- 1-M-MAS-SAFE Fax # 617-727-7749 11-22,0 6 �Yurw.m as S. o Y/chi a �0FWEr° Town of Barnstable Regulatory Services aAANSTABLE, Thomas F. Geiler, Director 9'ArF16 a a -B ilding Division Tom Ferry, Building Commissioner 200 Main Street, Hyannis, MA 02601 ti""Y.to)Yn.barnstgble.ma,us Office: 508-862-4038 Fax: 508-790-6230 Ptoj)etty Owlact Must Complete aiid Sign This Section If Usirig A B uildef as Owner of O.ie subject property hereby aulhori.ze _ to act on my behalf, in all matters relative to work auihod7ed.by this building pertnit application. for: (Adascss of job) signature of Owner O to Print I` acne If Property O Vm 'r is applying for pct it please complete the Homeowtiers License Exemption Form on the reverse side. Town of Barnstable op Y H E roh Regulatory Services Thomas X, Geiler, l)lreCtor * LLIRNSCADLE, " . MASS. Building Division Ar�p Tom Perry,Building Commissioner 200 Main Street, Hyannis, NA 02601 i'v-mv,to)i,n,barnsi:able.ma.us Office: 508-862-�4038 Fax: 5.08-790-6230 — IjoAf.EOVP\rEn 1,1C> NSE EXLEMPTION Please Print DATE: — 1013•LOCATION: _-- — village — numbcr village "HOMEOWNER": -- — _ name home phone 9 work phone N CURRENT MAfLtNG ADDRESS: _ — -------- city/town ----- state zip code The current exemption for"homeo rners"was extended to include r�-- ex-occu ied dwellin s of's.ix units or less axed r hire who does not possess a license, provided that the owner acts a to allow homeowners to engage an individual fo ,supervisor. DEFIN17ION OF EIOAZGOwNER 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-farnily dwelling, attached or detached stnlctures accessory to such use and/or fernier structures. A person who constructs inoxe than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Oicial on a form acceptable to the Building Official, that he/slip shall be responsible for all such work performed under.tlre_ (Section 109.1.1) "tile undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that lie/she understands the Town of Barnstable;Building Department rainiinum inspection procedures and requi.remenLs and that he/she will coanpl} with said procedures and requirements, Signature of}-Iomcowncr — Approval of)3uilding 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. ROME,OwNERIS EXEMPTION A e s that: "Any homcounrer perforrrring work for which a building permit is required.shall be exempt from the provisions The Code state of this section(Section 10 th1 Licensing of construction'Supervisors);provided that if the homeowner engages a person(s)for hire to do such i.work, that such Homeowner shall act as supervisor." Many homeowners who use this exemption aic unaware that they arc assuming the responsibilities of a supervisor(sec Appendix Q, Rulcs&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 ul6matr.)y responsible. To ensure that th n e homeower is fully aware of his/her responsibilitics, many communiocs require,as part of the permit application, tba.l the horncowncr certify that hdshc understands the responsibilitics of a Supervisor. On the last page of this issue is a form currcn tly used by '< adopt such a fDmVccrtification for use in your community. scJcral towns. You may care t amend and i, . ACORLDATE(MM/DD/YY) "a�,M CERTIFICATE OF LIABILITY INSURANCE 06/24/2008 PRODUCER - - Serial# B3031 THIS CERTIFICATE IS ISSUED.AS A MATTER OF INFORMATION `DAVE PIZUR&ASSOCIATES,LTD. ONLY. AND CONFERS NO RIGHTS UPON THE CERTIFICATE 20800 SWENSON DRIVE,SUITE 180 - HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. WAUKES_HA,WI 53186 PH: (262)7,98-9280 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: TRAVELERS INSURANCE COMPANY HAYDEN BUILDING MOVERS, INC. INSURER B: P.O. BOX 496 INSURER C: ' COTUIT, MA 02635 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO O ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT noo't: TYPE OF INSURANCE POLICY NUMBER - POLICY EFFECTIVE POLICY EXPIRATION LTR NSR - DATE MM/DD/YY DATE MMIDDNY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 660-866K679-6 06/24/2008 06/24/2009 PREMISESOEa occurOence $ 100,000' CLAIMS MADE Fx-1 OCCUR _ - MED EXP (Anyone person) $' 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 NEN-LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS _ BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS - - BODILY INJURY _ - $ NON-0WNEO AUTOS - (Per accident) - - PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY - - - -- AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ - - _ OTHER THAN AUTO ONLY:- AGG $ EXCESS/UMBRELLA LIABILITY EX-866K679-6 06/24/2008 06/24/2009 EACH OCCURRENCE $. 1,000,000 A OCCUR CLAIMS MADE AGGREGATE $ 1,000,000 DEDUCTIBLE - - $ RETENTION $ $ WORKER'S COMPENSATION AND WC STATU- OTH- EMPLOYERS'.LIABILITY. - TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE - EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? - - If yes,describe under - EL DISEASE-EA EMPLOYEE $ SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT $ A OTHER 660-866K679-6 _06/24/2008____06/24/2009 --- - ----- -- —-- ----- 150,000 LIMIT_ STRUCTURAL MOVER 5,000 DED. (2%WIND/HAIL DED)' COVERAGE DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS - - �InIC 1af? ' CERTIF-IGATE.HOLDER- CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING'INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN TOWN OF BARNSTABL BUILB�INGiRrPA,RIMENT 230 SOUTH ST(3.F G� � I U NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL HYANN IS, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR t ) ) �+ REPRESENTATIVES. �' AUTHORIZED REPRESENTATIVE • ACORD 25(2001/08) ©ACORD CORPORATION 1988 73.14418765- P46TAR SUM SW3161 10:54:22 a.m. 12-30-2008 2/2 l NSTA 16.dtic&Gas Company EL EC TR/C . : One NSTAR'1Nay.Westwood,Massachusetts 02090 9230 • GAS November 18, 2008 Rosa Maria Ricci 565 Pleasant St Leominster MA 0.1453 RE: 8 & 10 Sunset Ave Craigville MA Dear Rosa Maria Ricci: This letter will serve as confirmation that the electric service at 8 & 10 Sunset Ave Craigville MA, has been removed as of 11/16/98----w/o# 1683428. Based on this information, there is no electric power to this building and you may proceed with the demolition, If you have any questions, please contact me at (781) 441-V97 Sincerely, Wr-Hebshie New Connections Office CIChooc NewTem lale P _ . Di C/3.0/2008/T11E 12:.10. PM C-0—MM WATER DEPT. FAX No, P. 002 enteaile-Osterville-Marstonis Mills ;{ Water Department ;_11 =1iseS i ABLl_ P.O. BOX 369 -1138 MAIN STREET OSTERVILLE,MASSACEWSETTS 0265 E o 08 DEC 30 AM 11. 20 OFFICE of DEPT. M 1NAi°: iZ n BOARD of WA`rER COMISSIONERS WATER SUP�TFNABNI' •-----�-^� -, i TP_L.No.509-428-6691 U��r15lEf� SANS FAX No.5D8428-3508 November 14, 2008 Town of Barnstable. Building Dept. 367 Main Street .Hyannis, MA.02601 Re: Account#1198. Eleuterio Ricci 8 & 10 Sunset Avenue Centerville-, MA Gei�tlel��en: • On Friday, November 14, 2008 we disconnected the water service. at the curb stop for the property niezltioned above at your request. It is our.understanding that the house will be raised; a new foundation installed and will have a new water service installed at a_later date: If you have any questions,please call our office at 508-428-6691. Very truly yours, Craig rocker Superintendent ILI JAN-06-2009 08:29 NATIONAL GRID,, 508 394 5019 P.001/001 nationalgn. 127 'Whites Path South Yarmouth,MA 02664 January 6, 2009 FAX: 508-420-6229 RE: 8 Sunset Ave., Centerville This is to confirm that the natural gas line to the above address has been capped at the riser and the meter has been removed. There is, however, live natural gas in the line from the street to the capped riser. This was done on November It, 2008. 1f you have any questions please call me at 508-760-7481. Susan McMullin Field Coordinator r nationalgrid TOTAL P.O01 r ------------- No. Fee f , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS a-i Oispo8AY *pstem Construttion permit Permission is hereby granted to Construct( ) Repair()C) Upgrade( ) Abandon( ) System located at 3-ID and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permi Date I a(— Approved by ),(T } (I A 3 A 4 46#114111 EXCERPT FROM BOARD OF HEALTH MEETING APRIL 2008 E. David Coughanowr, R.S., representing Elisabeth Margaret Ricci, owners — 8-10 Sunset Avenue, Centerville, 5,800 square feet parcel, four variances requested. David Coughanowr and Mr. Ricci presented the plans. David used m restrictive determination of the groundwater. Mr. McKean would rwcommen a I monitoring of the groundwater or the use of high tide as the toolfor groundwat .This would reduce the size of the retaining was of 4.35 fe t. A two-compartmen tank will be needed. Upon a motion duly made by Dr. Canniff, seconded by Mr. Saway i, the Board voted to approve the plan pending the final Growth Management Determination based on a test well for the height of the foundation and wall., 2) a revised plan be submitted to show a two-compartment tank. (Unanimously voted in favor.) A NOV/18/2008/TUE 12: 07 PM C-0—MM WATER DEPT. FAX No. P. 002 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTLRVILLE,MASSACIWSETTS 02655ANON OFFICE OF WATER, nri BOARD OF WATER COMMISSIONERS DEPT. WATER SUF6RIN"I'F-NURN T •ITEI-.No.508-428-669I FAX No.508-428-3508 November 14, 2008 Town of Barnstable Building Dept. 3 67 Main Street Hyannis, MA 02601 Re: Account#1198 Eleuterio Ricci 8 & 1. Sunset Avenue Uj oCente ille, MA . m GERtlemei .a a 00 On Friday, November 14, 2008 we disconnected the water service at the curb stop fox=the property mentioned above at your request. It is our tiridexstanding that tlle�,-house "ll be raised; a new foundation installed.and will have, a now water service ti instilled at d later date. c N If you have any questions,please call our office at 508-428-6691. Very truly,yours, C-axg rocker Superiatezldent CC/jw f e- y Bk 22032 Pg 294 #29516 EXHIBIT "A" PROPERTY: $and;10{SunsefAvenue' Cenfe vine,Massachusetts A certain parcel of land with the buildings thereon situated in Barnstable (Craigville), Barnstable County, Commonwealth of Massachusetts, known as 8 & 10 Sunset Avenue, Centerville,Massachusetts, described as follows: Shown at Lot 16 on a plan of land entitled "Subdivision of Land in Craigville, Barnstable,Mass.,property of Louis H. Bowmar, Scale: 1" -40', October 20, 1949, Bearse and Kellogg, Civil Engineers, Centerville, Cape Cod," which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 92,Page 135, to which plan reference is hereby made for a more particular description of said lots. Together with a right of way over the ways as shown on said plan in common with all others lawfully entitled thereto and for all purposes for which ways are used in the Town of Barnstable. Together with the right to use the following described beach area for beach purposes in common with all others entitled thereto. NORTHWESTERLY by land now or formerly of Christian Camp Meeting Association,Land Court 14697, Certificate 2986, one hundred two and 00/100(102) feet more or less; NORTHEASTERLY by land formerly of Thor Realty now or formerly of Lawrence Siscoe et ux,one hundred twelve and 97/100 (112.97) feet; SOUTHEASTERLY by land now or formerly of Gertrude Miller, one hundred two and 00/100(102) feet,more or less; and SOUTHWESTERLY by Nantucket Sound. "Said beach area constitutes'the Southerly portion of land shown on the plan hereinafter mentioned. Together with the right of foot passage five(5) feet in width, running from Craigville Beach Road to said beach area over the said land formerly of Thor Realty Corporation along the Southeasterly boundary line thereof. 40 The overall parcel of land involving said beach area and right of way is shown on 6 plan recorded in Plan Book 101,Page 153. Subject to restrictions contained in an instrument entitled "Declaration of Restrictive Covenants", made by Thor Realty Corporation, dated June 11, 1971 and recorded in Barnstable County Registry of Deeds in Book 1514,Page 692. f Bk 22702 Ps37 --9E.81 02-27-2008 a1 06 a 4hcx NASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-27-2008 8 08:46am Ctl:: 33 Doc:: 9881 Fee: $449.73 Cons: $131P250.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-27-2008 8 08:4Ean Cti?: 33 Doc'.: 9891 Fee: $299.82 Cons: $13IP250.00 " QUIT CLAIM DEED BY CORPORATION Deutsche Bank National Trust Company,as indenture Trustee Under the Indenture Relating to IMH Assets Corp., Collateralized Asset-Backed Bonds, Series 2004-3, 31 West 52nd Street, New York,NY 10019 c/o IMPAC FUNDING CORPORATION, 1401 DOVE STREET, NEWPORT BEACH, CALIFORNIA 92660 the full consideration paid in the amount of One Hundred Thirty-One Thousand Two Hundred Fifty Dollars and No Cents. Grants to Rosa M. Ricel and Eleuterio L. Ricci,as Tenants by The Entirety 565 Pleasant Street,Leominster, Massachusetts 01453,individually,the land with buildings thereon situated in Barnstable County,Massachusetts and commonly known as 38 Old Town Road,'Hyannis,Massachusetts up SAID PROPERTY BEING MORE PARTICULARLY IN EXHIBIT"A"ATTACHED HERETO AND INCORPORATED BY REFERENCE With QUIT CLAIM COVENANTS oG The transfer of the within real estate does not constitute all or substantially all of the assets of the grantor. BEING the same premises conveyed to the grantor by foreclosure deed recorded in the Barnstable Registry of Deeds b in Book 22200 Page 137. O y� M WITNESS,the execution and the corporate seal of said corporation this the Z ' ` day of February,2008. Deutsche Bank National Trust Company, as indenture Trustee Under the Indenture Relating to IMH Assets Corp., Collateralized Asset-Backed p Bonds, Series 004-3, 31 West 52nd Street, New cC rk,NY 100 i I r BY ,w( 01r"1-k Title: V,ce C�(�S�d2vtT �rn�#GFv+��q As/Attorney in Fact .! Co(QIXaa,� , . � w ] [R226 173 . ] LOC] 0010 SUNSET A CTY] 12 TDS] 300 CO KEY] 136864 ----MAILING ADDRESS------- PCA] 1041 PCS] 00 YR] 00 PARENT] 0 RICCI , ELEUTERIO & MAP] AREA146AD JV1291115 MTG10000 RICCI, ROSE MARIE SP1] SP21 SP31 581 PLEASANT ST UT11 UT21 . 13 SQ FT] 1350 LEOMINSTER MA 01453 AYB11950 EYB11975 OBS] CONST] 0000 LAND 53000 IMP 76000 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 129000 REA CLASSIFIED #LAND 1 53 , 000 ASD LND 53000 ASD IMP 76000 ASD OTH #BLDG(S) -CARD-1 1 76, 000 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #PL OFF CRAIGVILLE BCH RD TAX EXEMPT #DL LOT 16 RESIDENT'L 129000 129000 129000 #RR 1924 0101 OPEN SPACE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE] 06/89 PRICE] 175000 ORB] 6764/214 AFD] I TE LAST ACTIVITY106/12/90 PCR] Y w R226 173 . P P R A I. S A L D A T O KEY 136864 RICCI, ELEUTERIO & LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RC 53 , 000 76, 000 1 A-COST 129, 000 B-MKT 85, 600 BY 00/ BY /00 C-INCOME PCA=1041 PCS=00 SIZE= 1350 JUST-VAL 129, 000 LEV=300 CONST-C 0 ----COMPARISON TO CONTROL AREA 46AD ----------------------------- NEIGHBORHOOD 46AD CENTERVILLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 530001 LAND-MEAN +Oo 1290001 91427 IMPROVED-MEAN -170-o 2001 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 100°6] LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP] ADJS/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 [?] i R226 173 . 0 P E R M I T [PMT] AC [R] CARD [000] KEY 136864 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR oCMP NEW/DEMO COMMENT TOWN OF 888248T88LZ gapOBT g8Y/Q08TZNQgTION B�I'O8T . azvzszON /Dxrf (L=, Mm. Rio= IPW -�Lr� �P_ D=X= i assEAVAZZaN rnmzzz EVza=CE. S!RIAL IS 1• r E P,Pw"` RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET Craigville _ Craigid3le Beach Road W. fbanniewort73 LAND 226 C-0 BLDGS. iG 9s 73 OWNER TOTAL LAND �y RECORD OF TRANSFER DATE BK PG I.R.S. REMARKSDeed Lot BLDGS. rn �°Denni f"Furnitnrc-Co: :- ° Q. - `� Y 6 5P -.� - TOTAL OS ;�/Lo7' .l aC LAND •ThCr�ea�ty'-•f'o2'p�re�itsx�.:.�.-...�m,..>.. .�.a... f.Q>�fq.�--• -.153z- ---21�3 ---- � BLDGS. ' ,� TOTAL Leuls A. -3 00�• 3s LAND amqp i= � BLDGS. ' • ' 437,9200,.Ceai&watim TOTAL ` LAND • BLDGS. - — 31,-76-—2-31-7- —46-4$1-: :00- --Mt e -- TOTAL ' os u re LAND BLDGS. P�ll�0S3than _ 6 2a. •7,7_. 2532:.. 12;:-( 9000 TOTAL .meam+.rwx+wsmr�x.w.:�rvre::.+s:+.�;.eey,>a•'•^.'�m"mrsa�'�^r: r w � LAND Wernick, Philip�_gc - w 2 -1 2 rn BLDGS. / MIiK sr, (,TN FLoo�.,' 136STON, rh a I I o9 TOTAL LAND INTERIOR INSPECTED: rn BLDGS. TOTAL DATE: LAND ACREAGE COMPUTATIONS 01 BLDGS. D TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL HOUSE LOT- /3 LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR Of BLDGS. WASTE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND / BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. EF '" TOTAL LOW DIRT RD. LAND i FOUNDATION BSMT. & ATTIC PLUMBING PRICING LAND COST . ne.Walla Fin. Bsmt.Area Bath Room Base BLDG. COST onc.Blk.Walls Bsmt. Rec. Room St. Shower Bath Bsmt. 07o b O PORCH. DATE _ onc.!Slab Bsmt.Garage St. Shower Ext. Wells PORCH. PRICE. rick Walls Attic Fl. &Stairs Toilet Room Roof RENT tone Wells Fin.Attic Two Fixt. Bath Floors !art INTERIOR FINISH Lavatory Extra smt. F. 1 2 3 Sink attic 4 r/i r/x Piaster Water Clo. Extra EXTERIOR WALLS Knotty Pine Water Only ouble Siding Plywood No Plumbing Bsmt. Fin. Ingle Siding Plasterboard g Int. Fin. ---""' Shingles TILING 1 io0 S 4 one. Blk. G F P Bath Fl. Heat ace Brk.On Int.Layout Bath &Wains. N N�C Auto Ht.Unit Veneer Int.Cond. Bath Fl. &Walls Fireplace om. Brk.On HEATING Toilet Rm.Fl. Plumbing olid Com. Brk. Hot Air Toilet Rm.Fl.&Wains. • Tiling Steam Toilet Rm. Fl.&Walls _ lanket Ins. Hot Water St. Shower ��•— oof Ins. Air Cond. Tub Area Total . Floor Furn. r0 ROOFING COMPUTATIONS ' sph. Shingle Pipeless Furn. S.F. , ood Shingle No Heat S.F. Iiislis. Shingle Oil Burner S.F. late Coal Stoker S.F. Ile Gas S F OUTBUILDINGS ROOF TYPE Electric S.F. 1 2 3 4 5 6 718 91101 1 2131415 6 71819110 MEASURED Pablo Flat —- ip Mansard FIREPLACES S.F. Pier Found. Floor n. Gambrel Fireplace Stack I Wall Found. 0.H.Door LISTED FLOORS Fireplace Sgle.Sdg. Roll Roofing onc. LIGHTING Dble.Sdg. Shingle Roof « Earth No Elect. DATE y�/ I/ Shingle Walls Plumbing Pine Hardwood ROOMS Cement Bik. Electric Asph:Tile Bstnt. 1st /o l•'+ TOTAL , 3 g Brick; Int.Finish ED Single 2nd 3rd FACTOR / (' REPLACEMENT 1/ OCCUPANCY CONSTRUCTION SIZE AREA CLASS WAGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DWLG. E' I/..� / r /7 L 3 I /ln 9 SO 1 2 3 4 ' 5 . 6 7 8 9 10 TOTAL IROPERTY ADDRESS I I ZONING I DISTRICTJCODE SIR-DISTS.I DATE PRINTED I STATECLASS I pCS I NBHD DENTIFICATION NUMBER 0010 SUNSET AVE 12 RC 30LI 12C0 07/09/95 1041 OU 4oAD R22o 173. 136864 ivNo LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T 1 6 8 6 4 I-ane eyloale Size Dimension Y UNIT ADPRI UNIT ACRES/UNITS VALUE Dascripcon R I C C I. E L E U T E R I O & M A P— CD. -Foe mrAaes LOC./VR.SPEC.CLASS ADJ. COND. PE PRICE PRICE #LAND 1 5 3 P 0 0 0 CARDS IN ACCOUNT — 1G 1ELUU.SIT i X _13 =10C A=155 438 59999.9 407339.95 _13 5.30u0 # L:,)G(S)-CARD-1 1 76,000 01 OF 01 4 ! 4PL OFF CRAIGVILLE ETCH RD OST J BATHS 2 .0 U X I C= 100 7000.0 7000.00 1_00 7000 tJ #DL LOT 16 MARKET 0 - NO 6SMT 3 x C= 100 6.1 6.1 1350 8200—d , 4RR 1924 0101 INCOME A fIkEPtACc U x C= 100 3100.0 3100.OG 1.0U 31UU J EAT FIREPL U x C= SE D 100 1300.0 1300.0G 1 .00 1300 ii APPRAISED VALUE I i 129,000 U PARCEL SUMMARY T SI AND 53000 { T LDGS 76000 M I —IMPS - El OTAL 129000 CNST T I DEED REFERENCE Type DATE Rec-dw R I O R YEAR VALUE Booh Page Ins,. MO. Vr. S.1-Ph.. S AND 53000 6764/214,TEIdJ6/89 D 175000 LDGS 76000 5.3e3/197: 1:07/88 170000 TOTAL 129000 4 3321307� 1:12/85 155000 BUILDING PERMIT LAND ADJUST.F C R ' mo I tA��D LAAJD—A DJ I INC FIE 'SE SP-9LD5 FEATURES ULD—ADJ5 UJIT:i Number Dale Typ. A — LOCATION... 53000 I I 3200 Class Const Tolal Base Rale Atlj Rale r B 'It A Norm. Obsv. Units l,nils F u f ge Depr. Contl. CND loc 4p R.G Fepl C sl New Atll Repl Value ma Baths I ItFi:. I Part"all Fac- 02C 000-, 110 110 60.80 66-38 50 75 19 80 100 80, 9505.5 7 6 G J:J 1 .j 6 1 4 2.0 8.0 Desciin Rale Square Feet Repl C-1 MKT.INDEX: 1-GG IMP.BY/DATE. / SCALE. 1/0 0-90 ELEMENTS CODE CONSTRJCTION DETAIL 6AS 100 66.68 1350 90288 5 � W CtiS7 GP:' / ' F E P o5 43.47 36 *---- 1565 -----------------50--------------------* _ 17DUPLEX � °TYL'= _ _ _ _ C_0 ! JESIG;� t1oJ 1 J2 -SIGN ADJUST--10.0 ---- ------- - --- ---------- -0 i ! ! XTt.R.tdALLS J1 �1000 FRAME D_,. i ! EAT/AC -r?PE ,12 AS---------------n- ! INT t7.F1NISk JU ----------------- 0_0 I iN7=i2_L.AYOi)T "(GAVtR./NORMAL 0-0 - - 2 - -A- ---- --------- If�T=rF_i1JALTY O[ "A-ME AS EXTER. G.G 27 BASE 27 FLJO S r i1C T JO ------------------ 0.0 I! ' �FLJ l-Zi)VE;1 JU ---------------- D -- Q_(' 0.0 E 7BASW2-1 A— 36 1350 ' ! a0z)F-TYKE---- -30 --------------------- Base= y BUILDING DIMENSIONS ( ' ^L C 1. T R I-c!'t L i)li T FcP SO4 E09 N04 W09 � �-0 A ir'G'7 G � .. •• ! FOiJVDATi7SN--- -.JG 5 G �27 ! I ---------------------- L ! ----NEIUIf90RiILTJ6 46-AD-T-ENTERVIfL *--------21-------*---9---*----� `y_----------X LAND TOTAL MARKET 4 FEP 4 PARCEL 53000 129000 *---9---* AREA 14614 VARIANCE +Q +783 STANDARD 20 File Edit Tools Help ,--Action I Detail Application J 2008016G5 +a Applicant, GC GENERAL CONTRACTOR Collect Status F ACTIVE 1 Owner305113 Department 6300-BUILDING DEPARTMENT Close/Deny, ES RICCI,ELISABETH MARGARET Project/Activity �50-R . BLDG MOVE/FOUNDATION I Contrac ERT F.tor HAYDEN,ROB V!orkflow Description 1 ILIFTING HOUSE TO RAPAIR EXISTING FOUNDATION Business Description 2 i i I ParkingfMisc i ' Properky Property/Use Non-Conforming Dates/Misc Permits j _ i Property- Property Use i Reactivate j,- --- Location 10 Unit F Existing•use 1040-TWO FAMILY Adjust Fees Street SUNSET AVENUE, zoning RC RESI'D C �u Parcel 226173 Escrow " memo Municipality. ICENT -CENTERVILLE Misc Chgs Subdivision/lot 15 YPay"History Between v RESID C - Proposed use 1040 TWO FAMILY - and zoning RC v Audit History memo Location desc LOT 16 ySumm Permit p.w Copy APP Plan Review Prerequisitesr r Prerequisites HazrdlRestr Names Bonds SubAddrs [3 Text ! ruruu.wwn,�ur ..r _:. rruacru� ++•�.+u - .,,r,nrw'uuuwrr W F a Prior History Inspections Violations Reviews 23 Open Items Warnings € Find Related o`f 1 a 9A Maintain projectlactivity detail for the current application; [0%'R �310-2 lAr_ /v File Edit Tools Help a ,v .. I Application 200$01605 + Applicant GC-GENERAL CONTRACTOR 3 Status A IZTIVi _ i Owner 305113 I I Department 6300 BUILDING DEPARTMENT RICCI,ELISABETH MARGARET Project/Activity t 750 RES. BLDG MOVE/FOUNDATION Contractor IHAYDEN,ROBERT F. (((I I Description 1 JLIFTING HOUSE TO RAPAIR EXISTING FOUNDATION Business - E I I D'escription2 Property/Use Non-Conforming DateslM'isc Permits Type Stratus Issued Restrtn Contractor Fee Total UnpaidAmt m s ' n s" .77 MOVE/RELOC REVIEWING HAYDEN,ROBERT F. 150.00 150.00 j, Total fees 250.00 Total unpaid 250.00' i . I Irk Prerequisites HazrdlRestr Names C- Bands C�3. Sub-Addrs Text �] [ Prior.History. L Inspection Violations 2 Open Items N 5 Varnings C,�; Find Related a T 1 of 1 _t] _' ovw 2s] �5 c File Edit Tools Help __ _.._..._m a i Department Dake Ackion Comment BUILDING DEPARTMENT 03f27f200$ Application entered. BUILDING DEPARTMENT 03/27/2008 New plan review started. Plan review number 00 was cie _ 6300 Application 200801605 Department, pp _ Violation Activity, 0510812008 Ir f by rudziakj Parcel]D 226173 Source APP Business lic Type JA Action desc EXCEL Export Amount .00 Comment code 1 text u_ Text 1 of 3. — 1V a Ft I MACINNES CONSULTING PO Box 1182, East Sandwich, MA 02537 (508) 274-2091 + shaven@macinnesconsulting.com r'�jABL, AH /0: 4 March 24, 2009 �JI� Barnstable Building Division Jeff Lauzon 200 Main Street Hyannis, MA 02601 RE: Foundation Anchorage 8-10 Sunset Ave Centerville, MA Dear Mr. Lauzon, This letter is to confirm that the wood sole plate at 8-10 Sunset Avenue is anchored to the foundation with 'h inch minimum diameter A 307 steel anchor bolts, extending a minimum of seven inches, spaced 3 feet on center and secured with nuts and round 2'/2" round steel washers. The use of 2%" round washers, spaced 3 feet on center should be sufficient enough to replace 3„ plate washers spaced 6 feet on center for securing the - sole plate. Please contact Maclnnes Consulting if you have any questions or require additional information. Sincerely, Shawn Maclnnes, P.E. ELEV.-'= 1375� ,•ti FINISHED FLOOR ABOVE EA.LEVEL ELEV. =' 12.25 'f 10"x T-6"CONC. FOUND. ABOVE SEA LEVEL WALLS ON MIN. 4' BELOW GRADE FOOTING WALL ON ,. 24"X 12"CONC. SPREAD FOOTINGS WITH KEY e . Z 2- #5 TOP"&BOTTOM CONTINUOUS 6"CONCRETE SLAB `;' C/W WELDED WIRE b `T CONTRACTOR TO ENSURE MESH **TO BE POURED** EXTERIOR GRADE SLOPES AWAY FROM BUILDING 6 MIL VAPOR BARRIER ON ELEV. = 7.5 6"OF 3/4"CRUSHED STONE �';• ABOVE SEA LEVEL 2'-0" 2" INSULATION AROUND EXTERIOR PERIMETER ON 10" CONCRETE FOUNDATION WALL z �f #5 DOWELS @ 24"C/C 6"x18" >g ELEV. = 3.5 ABOVE SEA LEVEL COLUMN PIER AND a FOOTING BEYOND 3- #5 CONTINUOUS 2'-011 5"CONCRETE COVER NOTE: WHERE EXPOSED FOUNDATION WALLS ARE EXPOSED ABOVE GRADE, FOOTING WALLS SHOULD EXTEND A MINIMUM OF 4' BELOW FINISHED 2. GRADE KGFM�ssq� v 1 FOUNDATION WALL DETAIL SHAWN FND SCALE: NOT TO SCALE o MAcNNES a FOUNDATION AS BUILT DETAIL CIVIL cn -o No. 41328 8-10 SUNSET AVENUE �o �q- JUNE 18, 2009 0 C/STF- s/oN L EN MACINNES CONSULTING PO BOX 1182 Q EAST SANDWCH,NA 02507 D- (508)274-2091 I ELEV. = 13.75 FINISHED FLOOR ABOVE SEA LEVEL ELEV. = 12.25 10"x T-6"CONC. FOUND. ABOVE SEA LEVEL WALLS ON MIN.4' BELOW GRADE FOOTING WALL ON 24"X 12"CONC. SPREAD FOOTINGS WITH KEY 2- #5 TOP&BOTTOM CONTINUOUS " g 4 6"CONCRETE SLAB C/W WELDED WIRE 4 "' CONTRACTOR TO ENSURE MESH 1.Q EXTERIOR GRADE SLOPES **TO BE POURED** AWAY FROM BUILDING 6 MIL VAPOR BARRIER ON ELEV. = 7.5 6"OF 3/4"CRUSHED STONE ABOVE SEA LEVEL 29 2'-0" 2" INSULATION AROUND EXTERIOR PERIMETER ON 10" CONCRETE FOUNDATION WALL Z #5 DOWELS @ 24" C/C 6"x18" b .g ELEV. = 3.5 ABOVE SEA LEVEL COLUMN PIER AND k ° FOOTING BEYOND _ 3- #5 CONTINUOUS 5"CONCRETE COVER NOTE: WHERE EXPOSED FOUNDATION WALLS ARE EXPOSED ABOVE GRADE, • FOOTING WALLS SHOULD EXTEND A MINIMUM OF 4' BELOW FINISHED GRADE �V11A OF MtiSs .� 1 FOUNDATION WALL DETAIL FND SCALE: NOT TO SCALE �� 5 �, FOUNDATION AS BUILT DETAIL MaCINN.INN 8-10 SUNSET AVENUE CIVIL v JUNE 18, 2009 U. a No. 4'f In MACINNES CONSULTING Lu GC PO BOX 1182 d ` SANDN4CN,MA 02537 S61aNA L rtN EAST (608)274.2091 ' CENTERVILLE. MA r . m 3 CONTOURS TOP OF EXISTING CONCRETE m O WALL AT 15 SUNSET AVENUE m J J EL = 10.33 `"+ m _o EXISTING - - - - - - - 50 ;. cv Mo MINIMAL GRADING PROPOSED wr N Z0 BENCH MARK N �� CIRGL-E Z SLJNSET ,� A VENLjE SPIKE IN UTILITY POLE =U� Wa ELEVATION = 8.24 OJ rnz mmiz o HWF EDGE OF PAVEMENT] BARNSTABLE GIS DATUM m� o�o� w� cR�f LOCUS m lL a d WATER 66.52 f <wJd� ❑o zW 34.66 f t - - a❑o F m f O N - --- —� --��'1{Th - --- ---- _�� F eF,gCy ROPo dol- C omo U c\` JU❑O HJN m +� y <cn<` mmccocco m gym \ - T _ '� I FOCUS MAP o J I ® 1 NOT TO SCALE ioaf W � \ ........... Q �Q 23.5 t 10 FL xL/7.96ft \ LEACHING GALLERY ❑J< cn w (nzO ��' SOIL REMOVAL AREA a ❑ D Z O >-O DD w _)<0 \ - 3 -----.. . f (n wx J Z 0 D Z W O<N C7 �� \ �25 MIL POLY LINER- W J O p p �--� 3 Ir 7J\ du = W w Z I F ISTING NOTES u oo U J > O � Q J O -i m , GAS L ( � PETITIONERS ARE PROPOSING TO RAISE EXISTING DWELLING, Z ow ` OFF ITS FOUNDATION. TO DEMOILISH THE EXISTING FOUNDATION, i z z� Z DD w EDROOI`�1 TO je Uz z OC W W ~ 1 SET POUR EXISTING DWELLING BACK ON THE NEW FOUNDATION. Z <tn �i �� DO J ❑ \ I THEY FURTHER PROPOSE TO BUILD A WALL AROUND THE ~~ W w< DbRL EX \ I N PROPERTY WHICH WILL CONTAIN THE PROPOSED SEPTIC SYSTEM. W o J w �� jr 0pJ m N el 1 EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED. e U o<m GARBAGE GRINDER )ks\\ I TOP OF F7VDlV ,�{ T OR I ----8 UNSUITABLE SOILS ENCOUNTERED WITHIN THE SOIL REMOVAL AREA OI < aC9 IS NOT ALLOWED \ ARE TO BE REMOVED DOWN TO THE C MEDIUM SAND STRATUM UZ Z. W JUl WITH THIS DESIGN. ABOVE EL = 13.50 AND REPLACED WITH CLEAN MEDIUM SAND PER TITLE 5. W W (hzz X N ` i EXISTING WATER LINE IS TO BE REMOVED. ESTABLISH m NEW WATER SERVICE AS SHOWN ON PLAN. a � U O�OZ m m m (ON \ C J (n `"tL o I LOT I V INSTALL A 25 MIL POLYETHYLENE LINER BETWEEN SEPTIC W moo.. o o k ABUTTER'S SYSTEM AND DWELLING. U U < ❑ \ CESSPOOL OZ U Ww< AREA = 5810 of+-, 1 �U — awU \ ♦_W N O PROPOSED 10 `n CONCRETE RETAINING WALL AROUND PROPERTY )O X ?ZJ Fco OZ�J Z Z Zm~ ~ PROPOSED EL = 12.35 KIT- KIT=W o ❑ < LEGEND _ C, N CHE m -- LIVING LIVING I Z U ,u — W� ~ J T-❑ �� 72.00 FL BATH ROOM ROOM BATH W O �3z 1500 GALLON TOP OF EXISTING• � ❑ O �j BED BED BED BED 0 Zo� N SEPTIC TANK C CONCRETE" WALL ROOM ROOM ROOM ROOM e W w `� A EL = 11.32> N FIL FLOOR PLAN WEXISTING LEACH r ww m PIT/CESSPOOL O SCALE.' t i n = 15 f't cn m W z Y a 15 30 ��® T��� SEWAGE R DISPOSAL N�YowE M PLAN z b- Q cn O TEST PIT a-eox ❑ e 5 ie ,5 EST. ELEIJTERIO &I ROSE MARIE RICCI 0 a J <m m I ~ OWNERS OF RECORD �/ 0 0 z CD U B-10 SUNSET AVE `` m VARIANCES REQUESTED ���jN°F Mgssgc ���yZN°F MgSSgc�G �// 1995 �' I- ti o DAVID s `� CENTERVILLE. MA e � W 310 CMR 15.211(1) - SOIL ABSORPTION SYSTEM TO PROPERTY LINE. �o DAVID G� �ONR� PROPERTY ADDRESS O { L(� 10 Ft MIN REQUIRED - VARIANCE TO A 7.2 Ft. A 78 Ft AND AN 8.0 f t. � D. a oD. .-, o -+ � ASSESSORS MAP 226 PARCEL 17 3 Z m CD SEPARATION REQUESTED. COUGHANOWR � COUGHANOWR 43 TRIANGLE CIRCLE Q m N 310 CMR 15.211(Il - SOIL ABSORPTION SYSTEM TO CELLAR WALL. No. 10 SANDWICH MA 02563 PLAN BOOK 92 PAGE 135 0 ri 20 Ft MIN REQUIRED - VARIANCE TO A 712 Ft AND A 7.8 FL �PF �'o `S'p Z/C E N S�� p� 506 3 6 4—m 8 g 4 I W n SEPARATION REQUESTED, G I S T E� i� P� DATE: F E B R lJ A R Y 20. 2006 J ❑m 4 310 CMR 15211(U - SEPTIC TANK TO CELLAR WALL. l0 Ft MIN SqN I TAR\PN E V A L03 JOB #E T E-2 6 3 5 PAGE 1 O F . 2 VERSION: W N m REQUIRED - VARIANCE TO A6 Ft SEPARATION REQUESTED. THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED ~ 310 CMR 15.211(1) - SEPTIC TANK TO PROPERTY LINE. 10 Ft MIN SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM REQUIRED - VARIANCE TO A 8 Ft SEPARATION REQUESTED. DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING R-S, LAC zo PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING POOLS. OWNER t SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. DATE OF TEST: FEBRUARY 1. 2008 APPROVED SOIL TEST L_ O G WITNESSED IBYVALUATDR: DAVID D.DONNA MIORANDIAHEALTH oEPT.PERC NUMBER: 12102 DESIGN C A L_ C u L_ A T I D N S TEST PIT 1 GROUNDWATER ENCOUNTERED AT 48 in PARENT MATERIAL: PROGLACIAL OUTWASH . DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD PERC AT 38 in - 2 MIN/INCH IN C SOILS SEPTIC TANK: , 440 GPD X 2 DAYS = 660 GALLONS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING GROUNDWATER ADJUSTMENT USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL 7.30 0-10 FILL EXISTING GROUNDWATER LEVEL CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) 3.30 _ OBSERVED IN TEST PIT 3 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE OBSERVED GW 3.35 DISTRIBUTION BOX: USE 3 OUTLET H-20 D-BOX. -2.70 INDEX WELL M1W-29 ZONE A SOIL ABSORBTION SYSTEM: A 10 f L x 23.5 FL x .96 FL LEACHING GALLERY CAN LEACH TEST PIT 2 GROUNDWATER ENCOUNTERED AT 50 to READING DATE JAN. 2008 Abot = ( 23.5 x 10 l = 235 sF PARENT MATERIAL: PROGLACIAL OUTWASH READING 9.5 2 MIN/INCH IN C SOILS ADJUSTMENT 2.5 Asdw = ( 23.5 + 23.5 + 10 + 10 ) x .96 = 64.3sf Atot = 299.3 sf ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING LOCUS IS ONE QUARTER OF THE DISTANCE FROM V t 0.74 x 299.3 = 221.5 G P D 7.40 THE OCEAN TO THE A/8 ZONE BORDER. ALLOWING FOR A I Ff TIDAL IN THE 0-12 FILL AREA PRODUCES THEFLUENCE FOLLOWING CHAROASTAL 3.23 USE A 23.5 f t x 10 Ft x 0.96 Ft GALLERY. Vt = 221.5 GPD > 220 GPD REQUIRED _ 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE DISTANCE TO ZONE BORDER -2.60 2.5 GROUND AT 46 in 2.0 UNTERED TEST PIT 3 PARENTTW MATERIAL:O ROGL CIAL OUTWASH <W 15 PERC AT 42 in - 2 MIN/INCH IN C SOILS 30N 10 LEACHING GALLERY 1500 GALLON SEPTIC TANK ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER » DIMENSIONS AND DETAIL NOT TO 7.35 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CEO 0.5 0.0 CONSTRUCTION DETAIL NOT To USE SHOREY ST-1500-H-10 SCALE 0-10 FILL 3.35 _ th USE SHOREY PRECAST FO 4x8-D SCALE 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE z M > } w -2.65 W U 3 3 m w l i n GROUNDWATER ENCOUNTERED AT 50 In O of <LL �m FLOW DIFFUSOR TAPER = m <w 8 f t x 4 Ft x 1.5 STON TEST PIT 4 PARENT MATERIAL: PROGLACIAL OUTWASH Z 11.5 to (0.96 Ft) EFFE IVE DEPTH PERC AT 80 to - 2 MIN/INCH IN C SOILS <NN 23.5 Ft o ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER IT IS THEREFORE PROPOSED TO ADD U 5 Ft- (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 1.5 FEET AS A GROUDWATER ADJUSTMENT m �j 0 8 in 7.50 0-10 FILL ADJUSTED GW 4.65 o �+ 3.33 _ m m 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE c o m -2.5 '. .75f 6 ft B ft 75f 1� ft- 6 in 23.5 Ft INLET CENTER OUTLET END COVER END CROSS SECTION VIEW 2 1n PEASTONE 2 in PEASTOtE 3 IN DROP u. .. -► /l FLOW LINE 15-1/2 3/4 1n TO EFFECTIVE I FROM ❑ EFFECTIVE��3 in TO 13-1/2 BUILDING i 10 in 14 TO In -1/2 GRAVEL DEPTH rl GRAVEL in in D-BOX 48 to 36 in 48in 36 in LIQUID GAS LEVEL BAFFLE NOTES 120in 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS CROSS SECTION VIEW OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING SEPTIC SYSTEM TO BE PUMPED, COLLAPSED, AND REMOVED. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST .IN PLACE. TO SERVE EXISTING DWELLING 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES ELEIUTERIO & ROSE MARIE RICCI AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. 6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 8-10 SUNSET AVENUE CENTERVILLE. MA PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. ECO-TECH ENVIRONMENTAL 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 43 TRIANGLE CIRCLE SANDWICH MA 02563 STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. ETE-2835 FEBRUARY 20, 20081 12121 O l TOP OF .EXISTING CONCRETE CENTERVILLE. MA r a 3 CONTOURS _ - WALL AT 1 S SUNSET AVENUE m m J o + EL = 10.33 rn ud JJ EXISTING - - - - - - - 50 r N 3� MINIMAL GRADING PROPOSED - BENCH MARK wf N ,.,. N do z — CIRGLE m 2 J SUNSE, A VENUE SPIKE IN. UTILITY POLE >�w�Q Wa ELEVATION = 8.24 �O Zz o m IL z w EDGE OF PA VEMENT - rn m m=z o Ll ww BARNSTABLE GIS DATUM rl �j CR,gIG LOCUS d �� . OJd� 00 Zw 34.66 Ft ---�L�'1CTir — 66.5z t vI EaF� y bPo a O O , F cn z 0�' -- -- ---- C :R �`� _ v LOCUS.,.r"MAP JI❑m I- iN � I JUZ� mm(n Is NOT TO=°SCALE ocm Oo- c `\ 0 co 0 „ ;' 23.5-'FL X 1O :FL x 0.96 Ff- T w ; .._-.... 0 ❑J< �� I LEACHING GALLERY m w w`Z o � `\ o f 2 SOIL REMOVf1 L AREA 2 m cnoz R 0 XO 00 W -l<0 Z� \ 3 - ----. - w Q 00 z > O<N ff Z� \ e �25 MIL POLY LINERS JZ W ui 00 = W w > I NOTES �z ow � e J >> J4 EXISTING 4' GASH PETITIONERS ARE PROPOSING TO RAISE EXISTING DWELLING. U Z(n 00 O m // I �1 OFF ITS FOUNDATION. TO DEMOILISH. THE EXISTING FOUNDATION. W Z =z Zz O[ Z \ �t E DROO l��l I C,_ TO POUR A NEW FOUNDATION IN THE SAME LOCATION. AND TO U— W < W w \ / ' SET THE EXISTING DWELLING BACK ON THE NEW FOUNDATION. Z w wtn cv Q1� 00 J C ❑ \ THEY FURTHER PROPOSE TO BUILD A WALL AROUND THE I l+� U ❑ J w DC P PROPERTY WHICH WILL CONTAIN THE PROPOSED SEPTIC SYSTEM. U U � �� L EX \ w w N lL J m N I EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED. ❑❑� I OO J w m GARBAGE GRINDER \ I TOP OF {FNDN AT OR I B UNSUITABLE SOILS ENCOUNTERED WITHIN THE SOIL REMOVAL AREA U I < �(� IS NOT ALLOWED m\ #_ ARE TO BE REMOVED DOWN TO THE C MEDIUM SAND STRATUM ? (nJ< �, WITH THIS DESIGN. ABOVE IEL = 13.5P AND REPLACED WITH CLEAN MEDIUM SAND PER TITLE 5. W _< X N w c, EXISTING WATER LINE IS TO BE REMOVED. ESTABLISH U lU Irz_z w ct` a Ld O Zw0 o u� m co N \ \ NEW WATER SERVICE AS SHOWN ON PLAN. (f)J (n OIL0 0 \ LOT 1 1 INSTALL A 25 MIL POLYETHYLENE LINER BETWEEN SEPTIC = U0� O \ CESSPOOL SYSTEM AND DWELLING. p Uwm< _ AREA = 5810sF +- �U z ILwU U \ ~ 0 0 PROPOSED 10 ,`,'CONCRETE RETAINING WALL AROUND PROPERTY )O X ZZJ F�2&c'nj PROPOSED EL = 12.35� Wm� KIT- KIT- L EGEND uj OZ ZOQ T _� �_ �_ __ CHEN LIVING LIVING CHE W Z U 4 �2 00 f f ROOM ROOM J Lli(n 3 J�O � • BATH BATH 0 ~3❑ 1500 GALLON TOP OF EXISTING O BED BED BED BED Z0z N SEPTIC TANK CONCRETE WALL ROOM ROOM ROOM ROOM e W � ..F-Q w -EL = 11.32 > Ln N F '` / N FLOOR PLAN U EXISTING LEACH . �. W m SCALE 1°:in = 15 f t w m PIT/CESSPOOL cY { `� Q Y 00 15 30 ®� ��� SEWAGE DISPOSAL SYSTEM PLAN TO SERVE EXISTING DWELLING w w cn ZO z TEST PIT D-BOX ❑ 0 5 10 :. 15 O ZLL J < EST. ELEIJTERIO & ROSE MARIE RICCI 3 QQ J OWNERS OF RECORD O 0 Lo M LL,z Q U s ry �D — 8 1B S AVE J SUNSET o m VARIANCES REQUESTED. �,��-j"°FMgss�c ��,��°FMASsc �� 1995 ��- CENTERVILLE. MA m o`er DAVID yG o�' DAVID /�®N��� PROPERTY ADDRESS C L1J 310 CMR 15.211(11 - SOIL ABSORPTION SYSTEM TO PROPERTY LINE. cP r " LC) 10 Ft MIN REQUIRED - VARIANCE TO A 72 Ft. A 78 Ft AND AN 8.0 J D. `r D. U + (n o -` ASSESSORS MAP 2 2 6 PARCEL 17 3 S Z c° SEPARATION REQUESTED. o COUGHANOWR " =TRIANGLE CIRCLE m COUGHANOWr� 0 O N 310 CMR 15.211(U - SOIL ABSORPTION SYSTEM TO CELLAR WALL. No. 1093 ,WICH MA 02563 PLAN BOOK 92 PAGE 135 ri 20 Ft MIN REQUIRED - VARIANCE TO A 72 Ft AND A 78 Ft 'P 0 1 C y �� Q i 8 3 6 4-0 6 9 4 F o o DATE: FEBRIJARY 20. 2008 lL n � SEPARATION REQUESTED. G 1 S T E� /� K• O J mm 310 CMR 15.211(1) - SEPTIC TANK TO CELLAR WALL. 10 Ft MIN s I AR\PN �_A� P SOB,#E T E-2 6 3 5 PAGE 1 O F-2- I VERSION. ui e REQUIRED - VARIANCE TO A 76 Ft SEPARATION REQUESTED. O N - THIS PLAN IS BASED ON -AN INSTRUMENT SURVEY AND IS INTENDED r 310 CMR 15.2110) - SEPTIC TANK TO PROPERTY LINE. 10 FL MIN SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM REQUIRED - VARIANCE TO A 8 ft. SEPARATION REQUESTED. '^ DEPICTED HEREON. FOR ANY OTHER,CHANGES TO PROPERTY INCLUDING e✓ �I �� PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS, OWNER ' SHOULD. CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. DATE OF TEST: FEBRUARY 1. 2008 S 0 IAPPROVED SO LOG 0 G WITNESSEDIBYVALUATOR: DONNDA DMIORANDIAHEALCOUGHRTH DEPT. DESIGN CALCULATIONS ' PERC NUMBER: 12102 GROUNDWATER ENCOUNTERED AT 48 to TEST PIT 1 - PARENT MATERIAL: PROGLACIAL OUTWASH DESIGN FLOW: 2 BEDROOMS X 110 GPD - 220 GPD PERC AT 36 to - 2 MIN/INCH IN C SOILS SEPTIC TANK: 440 GPD X 2 DAYS = 880 GALLONS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING GROUNDWATER ADJUSTMENT USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL 7.30 0-10 FILL EXISTING GROUNDWATER LEVEL CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) 3.30 _ OBSERVED IN TEST PIT 3 = 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE OBSERVED GW 3.35 DISTRIBUTION BOX: USE 3 OUTLET H-20 D-BOX. -2.70 INDEX WELL MIW-29 SOIL ABSORBTION SYSTEM: A 10 Ft x 23.5 Ft x .96 Ft LEACHING GALLERY CAN LEACH ZONE A GROUNDWATER ENCOUNTERED AT 50 to READING DATE JAN. 2008 TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH READING 9.5 Abot = ( 23.5 x 10 ) = 235 sf 2 MIN/INCH IN C SOILS ADJUSTMENT 2.5 Asdw = ( 23.5 + 23.5 + 10 + 10 ) x .96 = 54.3sf Atot = 299.3 sf ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING LOCUS IS ONE QUARTER OF THE DISTANCE FROM V t 0.74 x 299.3 = 221.5 G P D 7.40 THE OCEAN TO THE A/B ZONE BORDER. ALLOWING 0-12 FILL AREA PRODUCES THEFLUENCE IN THE FOLLOWING CHART 3.23 USE A 23.5 f t x 10 f L x 0.96 Ft GALLERY. Vt = 221.5 GPD > 220 GPD REOUIRED _ 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE DISTANCE TO ZONE BORDER -2.60 2.5 GROUNDATER UNTERED AT 48 in cr TEST PIT 3 PARENT WMATERIAL:OPROGLACIAL OUTWASH <w 21.5 PERC AT 42 to - 2 MIN/INCH IN C SOILS 3f L EA CHI LI G GA L L ER Y �� 10 1500 GALLON SEPTIC TANK ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER » DIMENSIONS AND DETAIL o_1 05 NOT TO (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING fro USE SHOREY ST-1500-H-10 SCALE 7.35 0.0 CONSTRUCTION DETAIL NOT TO 0-10 FILL 3.35 _ it USE SHOREY PRECAST FO 4x8-0 SCALE 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE z (1) } r w -2.65 w U 3 3 mcr 1 In 0 0 � °m FLOW DIFFUSOR TAPER GROUNDWATER ENCOUNTERED AT 50 to < <w 8 Ft x 4 Ft X 1.5 $TON TEST 4 PARENT MATERIAL: PROGLACIAL OUTWASH < < Z 11.5 in (0.96 Ft) EFFE IVE DEPTH PERC AT 80 in = 2 MIN/INCH IN C SOILS <� 23.5 Ft O ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER IT IS THEREFORE PROPOSED TO ADD �� 0 5 f t- (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 1.5 FEET AS A GROUDWATER ADJUSTMENT O B in 750 0-10 FILL ADJUSTED GW 4.85 3.33 _ e B 10-120 C MEDUIM SAND 10 YR 5/4 NONE LOOSE m o 0 0 � e -2.5 e 1C0 mc` 75 FL 8 f E 8 f E .75 f 10 23.5 Ft INLET CENTER OUTLET CROSS SECTION VIEW END COVER END 2 in FEASTOI\E jr2 in PEASTONE 3 IN DROP .v.. -► /l FLOW LINE 15-1/2 3/4 in ro 11-1/2,^ FROM ❑ EFFECTIVE❑ 3/4 to TO 13-i/2 BUILDING 10 in 14 TO In -1/2 in(RAVEL DEPTH Fl 1-1/2 in GRAVEL in to >' D-BOX 481, 36 1n 48in 36 in LIQUID GAS LEVEL BAFFLE NOTES 1201n 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS CROSS SECTION VIEW OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. - - SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING SEPTIC SYSTEM TO BE PUMPED. COLLAPSED.,_ AND REMOVED. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES- AND DUST IN PLACE. -TO SERVE EXISTING DWELLING 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES ELEUTERIO & ROSE MARIE RICCI AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. ' 8-10 SUNSET AVENUE CENTERVILLE. MA 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. � ECO-TECH ENVIRONMENTAL 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE' TO GRADE ON A LEVEL 43 TRIANGLE CIRCLE SANDWICH MA 02563 STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. ETE-2835 FEBRUARY 20, 2008 212 t GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE DWELLING AREA SUMMARY -1 All FIRST FLOOR SF - 1,451 GARAGE SF & (#AUTOS) - N/A SECOND FLOOR SF - N/A # BEDROOMS - 4 TOTAL SF - 1,451 # FULL BATHS - 2 BASEMENT FIN. SF - 1,451 # HALF BATHS - 0 fl ELEV. = 12.25 FOUNDATIONS/FOOTINGS/SLABS 10" x T-6" CONC. FOUND. ,ll ABOVE SEA LEVEL T7 1.CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF: BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI WALLS ON MIN. 4' BELOW BASEMENT AND FOUNDATION WALLS - 3,000 PSI GRADE FOOTING WALL ON PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI 24" X 12" CONC. SPREAD 2.MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF FOOTINGS WITH KEY 3.FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER TOWN OF BARNSTABLE AND MASS STATE BUILDING CODE - d :9 WHERE A HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALLS SHALL BE WATERPROOFED. z 4.PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIALS. THE PIPE SHALL BE COVERED WITH NOT 2 - #5 TOP & BOTTOM CONTINUOUS LESS THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR LEVEL OR TERMINATE IN A MINIMUM a c� 20-GALLON SUMP PIT. 6" CONCRETE SLAB a. 5.FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW GRADE. d ` 6.FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP. C/W WELDEI? WIRE CONTRACTOR TO ENSURE 7.FOUNDATION WALLS SHALL BE A MINIMUM 10 INCHES THICK- MAXIMUM WALL HEIGHT 9 FEET. MESH 1d d EXTERIOR GRADE SLOPES 8.REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES AT ENDS AND AROUND CORNERS. ** TO BE POURED** AWAY FROM BUILDING 9.INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BASEMENT FLOOR SLAB. _ 10.AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG AREA WITH #4 BARS AT 24 INCHES O.C. 6 MIL VAPOR BARRIER ON ELEV. = 7.5 PERPENDICULAR AND HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. 6" OF 3/4" CRUSHED STONE ABOVE SEA LEVEL MAT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF 3 FEET BELOW THE BOTTOM OF THE SLAB. 12.CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR CRUSHED STONE. a Ad 13.FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. °� G °o ° °'? P • MANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" EMBEDMENT AT MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OF THE END OF EACH SILL PLATE. a . A ° ° 15.WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION ,'WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP BY SOLID BLOCKING FOR A MINIMUM OF a+ p TWO JOIST SPACES, SPACED NOT MORE THAN 4 FEET O.C. 2'-0" 2" INSULATION AROUND EXTERIOR o TOP OF FOUNDATION ELEV. = 12.25 10" x 7-6" CONC. FOUND. PERIMETER ON 10" ABOVE SEA LEVEL WALLS ON 24" X 12" CONC. '.° CONCRETE FOUNDATION - SPREAD FOOTINGS WITH KEY (TYP.) WALL I z #5 DOWELS @ 24" C/C 61x18" ELEV. = 3.5 • ° _ ABOVE SEA LEVEL 10.0 _ COLUMN PIER AND ° 10.0 - FF I 6" CONCRETE FLOOR FOOTING BEYOND I b P • w 9.0 OVER COMPACTED SOILS 9.0 - FINISHED FLOOR ELEV. = 7.5 3 - #5 CONTINUOUS 21-0" 5" CONCRETE COVER NOTE: WHERE EXPOSED FOUNDATION I I FLOOR TO BE SLOPED TOWARD FLOOD VENTS WALLS ARE EXPOSED ABOVE GRADE, ***FLOOR HAS NOT BEEN POURED*** FOOTING WALLS SHOULD EXTEND A MINIMUM OF 4' BELOW FINISHED I I GRADE 7.2 - 7.0 7.0 7.0 7.0 7.0- 7.0 7 F __1 F -1 F -1 F __1 1 FOUNDATION WALL DETAIL L L L QNDD) SCALE: NOT TO SCALE L _J L I I L I I 3 1/2" COLUMN ON 36" X 36" X 12" 1/21/09 ADD FLOOD VENTS AND ADJUST ELEVATIONS 13.0 CONCRETE FOOTINGS (TYP.) Date DESCRIPTION Drawn Checked 36" X 36" WINDOWS 36" X 36" WINDOWS R E V I S I O N S (TYP.) (TYP-) H OF^dqS PLAN AS- BUILT 3.8 3.8 �SHAWN S9�yG Nz FOUNDATION MACINNES FOR RICCI JI T CIVIL Cn AT lo.o No. 41328 810 SUNSET AVENUE GIST ���aQ'�' IN --- ---- ---- '° L CENTERVILLE 10.0' SCALE: 1/4" = 1 ' DATE: MARCH 23, 2009 36" X 60" DOOR FLOOD VENT 5' X 5 1/2'AS PER FLOOD VENT Y X 5 1/2' AS PER BARNSTABLE BUILDING M A C I N N E S CONSULTING BARNSTABLE BUILDING SEE DETAIL 1-FND DEPARTMENT RECOMMENDATION P.O. BOX 1182 DEPARTMENT RECOMMENDATION EAST SANDWICH, MA 02537 FOUNDATION PLAN ALL ELEVATIONS ARE IN REFERENCE TO SEA LEVEL (508) 274-2091 SCALE 1/4" = 1 ' _ . --=_ __. . _ - _ _ _ - _- DRAWN BY: SGM ., - - _ ` 0 8 0 9 4 -- _ CUCC-T nF EXISTING WALLS i - PROPOSED WALLS I STORAGE STORAGE yr,-411 _ 1a m - n i I UP —— —— _...- - --- - - -- _.._ - - ._.._.` ...._ --- -- UP — I I � t j i II I i L T 5 O G RA E STO GE RA �I i i I I it I ' PROPOSED ATTIC PLAN i PROPOSED ATTIC PLAN WDW TYPE sizE MIN. ROUGH OPENING PROPOSED RESIDENCE FOR 2 DOUBLE HUNG 2849 2`-8 1O X 4'-6 1/2" RICCI �Zh of r�Qs 8-10 SUNSET AVENUE 3 OF 4 CENTERVILLE, MASSACHUSETTS R.O.S FOR ANDER5EN WINDOWS, VERIFY ALL MEA5. �o SHAWN o MACINNES No CIVIL DRAWN o DATE: 5/11I2009 DRAWN $Y: �, MACINNES CONSULTING °IS;E �� EAST SANDWICH MA 02537 /ONA SCALE: 1/4"=1' www.macinnesconsulting.com -- (508)274=2091 51'-G" 00, 40 40 i 0'-o' QENTRY 'X9' KITCHEN K1TCH 9'X 8' 9'X 8' Li LIVING ROOM LIVING ROOM 17'X 14' 17'X 14' BATHROOM BATHROOM 5'X8' 5'X8' c0 CLOSET CLOSET N 2'X2' 2X2' O'2�'X GLOS 2'X2' BEDROOM #1 CLOSET BEDROOM #2 BEDROOM #2 CLO5Er BEDROOM #I 12'X 14'-0 2'X4' 12'X T-G" 12'X T-G" 2'X4' 12'X 14'-G" CL05ET CLOSET 2'X4' 2'X4' r 40 op 5 I'-7" EXI5TI NG FI IRoT FLOOD PLAN EXISTING FIRST FLOOR PLAN PROPOSED RESIDENCE FOR RICCI li O � 1 OF 4 HAWN8-10 SUNSET AVENUE 9, CENTERVILLE, MASSACHUSETTS S ��G r MaCINNE5 , CIVIL DRAWN BY: No. 413328 4, DATE: 5/11/2009 '•;'o 4 w4 MACINNES CONSULTING c 3TE-R F, \,DNAL F EAST SANDWICH, MA 02537 SCALE: 1/4 —1 www.maciimesconsulting.com (508)274-2091 i 10.0 10.0 9.0 7-4" 9.0 10, UP UP i N I F; 36 X 36 WINDOWS 36 X 36 WINDOWS (TYP.) (TYP.) 3.8 3.8 Lr_ -i LL J, 6 tia WW �3.9 _ t 10.0 10.0' • 1 1 36"X60" CUSTOM DOOR Q CD FLOOD VENT 5 X 5 1f2 AS PER BARNSTABLE BUILDING DEPARTMENT RECOMMENDATION BASEMENT PLAN PROPOSED BASEMENT PLAN WDW TYPE "` 51Z> :.:' -.' MIN. ROUGH OPENING PROPOSED RESIDENCE FOR 1 DOUBLE HUNG . 2450 2'-3 1/2"X 6-0. 1/2" - 2 DOUBLE HUNG 3030_ 2'-1 I.: 1/2"X 2'-1:1 1/ " RICCI 3 PATIO DOOR G06 i I 6`-0" 112"X G'-I '1/8 8-10 SUNSET AVENUE 4OF4 CENTERVILLE, MASSACHUSETTS R.0.5 FOR ANDER5EN WINDOW5, VERIFY ALL MEAS,. �o� SHAWN o�GN DRAWN BY: �o MAcINNES DATE: S/11/2009 MACINNES CONSULTING CIVIL n O 4132$ EAST SANDWICH, MA 02537 4 ° www.macninesconsulting.com 8/0 n� �N SCALE: 1/4"-1' (508)274-2091 EXISTING WALLS ` PROPOSED WALLS r i , - 1 r— - ,l `� P i HALL 4' KNEE WALL -- 2'-G"X 8'-0" L I , I LIVING ROOM 13'-G"X 14'-4„ ~ UP = L---- — EXISTING DUPLEX S1DE TO I. — -- _-- -- . O O HAVE NO STRUCTURAL CHANGES' ti I � j KITCHEN F � 11 -O X 8-0" ------ ------- —— -- ——— — — —— f CI . I i Y 1 I, I I � 4, I II USE ILEVEL PARALLAM PARALLEL STRAND LUMBER(PSL} (OR APPROVED EQUAL) BEAM !2'X ,. . 5 I/4"X i 1 I/4"AND INSTALL ACCORDING TO MANUFACTURER'S N —`— BEDROOM #1 : cioser o.;. ,.. RECOMMENDATION. EXSTING 2XG — I c I P-G"X, .I Z-O' ZX12 ,lO1STS TO BE DOUBLED UP WHERE JOISTS REST ON PSL BEAM. I I f ` I _ a BATH 11'-0"X GI-O" f i I 12'-1 1" o : o 0 0 • 1=' OPO5ED FI "'T FLOOK PLAN I t I PROPOSED FIRST FLOOR PLAN WDW TYPE 51ZE MIN. ROUGH OPENING DOOR TYPE SIZE MINA ROUGH OPENING PROPOSED RESIDENCE i FOR I PATIO DOOR GOG I 1 6'-0". 1/2"X'6'-I 1 1/45 A INT. SWING 2'-0"X G'-8" 2`-8 1/2"X G'-10 1/2" 2 DOUBLE HUNG 254E 2'-8 1/8"X 4'-G 1/2" B INT. Bi FOLD 4'-0"X G'-8" 4'-2 1/2"X G'-1 1 1/2" �11A OF M RICCI 3 DOUBLE HUNG 243G -4 1/8"X 3'-G 1/4" °ssq J fso� sHAwiv 2 OF 4 8-10 SUNSET AVENUE III !Q MACI NES CENTERVILLE, MASSACHUSETTS R.O,'S FOR ANDERSEN WINDOWS, VERIFY ALL MEAS. �0 CIVIL, n ' No. 41328 • ° �w� DATE: 5/11/2009 DRAWN BY: �,S T E MACINNES CONSULTING ONA EN EAST SANDWICH; MA 02537 , www.macmnesconsulting.com SCALE: 1/4"—1 g' _ - (508)274-2091 ff I I 40 1 E14ikl:Y M KITCHEN 1 KITz:.H PJ 91 X, 8' LiVi Jts ROOM I 1-7' '' 14 ; 7'X 14' � li I � i BATH ROOM_ BIB i�H KOOtv1 I f i 5'X 8' ,_ .__ .... 5'X 8' CL.O.L { r. i [CLOS; 2'X2` I i ', f _ L11 I I a 15FDKOOM #1 CL05ET BEDROOM #2 BEDKOOM #' CL05EF 13EDROOM #1 12'X (4' 6" 2`X4' 12'X 7'-5" 12'X 7 C,, 2'X4' 12'X 14'-G" CLOSET T21X4 " 2'X4' 511-71 EXI5TI NG fI R!5T fL O PLAN _ OF SNAWN u, cVNES IL cni EXISTING FIRST FLOOR :PLAN No. 41328 O �`�'I S T E�� F N,;_�. PROPOSED ,SEDENCE 4 FOR RICO 8-10 SUNSET AVENUE 1 C3 ' .S CENTERVILLE, MASSAC HUSETTS 1 DRANNN BY: A4ACI N .4.S CONS►ULTING' r__..—....__............._._..._..._._......._..__..i[' EAST SANDWICH, MA 02537 I www.macirmesconstlting.coin. f r.7i_..a-ALE: .1/',t'�r= r � i{ 3 (sn8)214-2091. EXISTING WALLS PROPOSED WALLS STORAGE STORAGE 40- T-4 - I y REC� I� UP i SSED i _._ BA CONY 4'-i'X 8'-O" O co © i o � m 'I co OF 1 cyl 00 STORAGE STORAGE Ij I - - - - -- - -- -- ....... - --- ---- PN:3OP05ED ATTIC PLAN H OF i HAW N �N cf PROPOSED ATTIC PLAN �1aNNt;� �, `a cIVIL v No. 41 WDW TYPE 51ZE MIN. ROUGH OPENING 4 QQjs �Ss� PROPOSED RESIDENCE FOR I PATIO DOOR 29G85 2'-9" 1/2"X G'-I I 1/8" 2 DOUBLE HUNG 284G 2'-8 1/8"X 4'-G 1/2" RICCI 3 OF 5 8-10 SUNSET AVENUE R.O.'S FOR ANDERSEN WINDOWS, VERIFY ALL MEAS. CENTERVILLE, MASSACHUSETTS DATE: 5/14/2009 DRAWN BY; MACINNES CONSUL rING EAST SANDWICH, MA 02537 www.macinnesconsulting.com SCALE: 1/4"=I' (508)274-2091 f, rT 10.0 10.0 9.0 7-4 9.0 G'-8" -40 UP UP �� s Ll t N 1 1 36" X 36" WINDOWS 36" X 36" WINDOWS 3t (TyP. (TYP.) �2 ) 3.8 3.9 LL 10.0 ij 10.0' 0 36 X 60" CUSTOM DOOR 0 0 FLOOD VENT 5' X 51/2' AS PER BARNSTABLE BUILDING DEPARTMENT RECOMMENDATION �o- A OF M S `o� sCINNE yG� PROPOSED BASEMENT PLAN BASEMENT PLAN nnaclNNEs CIVIL cn WDW TYPE SIZE MIN. ROUGH OPENING o. 41328 �4 ° G/S T�¢�,�>� PROPOSED RESIDENCE `. —" DOUBLE HUNG 2450 2'-3 1/2"X 6-0 1/2" !0 FOR 2 DOUBLE HUNG 3030 2'-1 I 1/2"X 2'-1 I 1/2" RICCI 3 PATIO DOOR GOG I I G'-0 1/2"X G'-I I 1/8 8-10 SUNSET AVENUE 4 OF 5 CENTERVILLE, MASSACHUSETTS R.O.'S FOR ANDERSEN WINDOWS, VERIFY ALL MEAS. DATE: 5I14/2009 DRAWN BY: MACINNES CONSULTING EAST SANDWICH, MA 025,37 www.macinnesconsulting.com SCALE: 1/4"=1' (508)274-2091 ENGINEERED JOISTS NOTES: 1 . ENGINEERED JOISTS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND THE STATE OF MASSACHUSETTS BUILDING CODE. 2. ENGINEERED JOISTS SHALL BE MANUFACTURED BY CERTIFIED ENGINEERED WOOD PRODUCTS MANUFACTURER WITH ORIENTED STRAND BOARD WEBS, LAMINATED VENEER LUMBER FLANGES AND WATERPROOF, STRUCTURAL ADHESIVES. 3. J015T WEBS SHALL BE GRADED STRUCTURAL I EXPOSURE I BY AN AGENCY LISTED BY A MODEL CODE EVALUATION SERVICE. 4. STRANDS ON THE FACE LAYERS OF THE WEB PANELS SHALL BE ORIENTED VERTICALLY IN THE JOIST. 5. THE WEB PANELS SHALL BE GLUED TOGETHER TO'FOKM A CONTINUOUS WEB MEMBER. G. THE WEB PANELS SHALL BE MACHINED TO FIT INTO A GROOVE IN THE CENTER OF THE WIDE FACE OF THE FLANGE MEMBERS 50 AS TO FORM A PRE55ED GLUE JOINT AT THAT JUNCTION. 7. THE ENGINEERED JOISTS SHALL BE SIZED AND DETAILED TO FIT THE DIMEN51ON-9 AND LOADS INDICATED ON THE PLANS. 8. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES DEVELOPED IN ACCORDANCE WITH A5TM D5055 AND LISTED IN THE GOVERNING CODE EVALUATION SERVICE'S REPORT. 9. THE ENGINEERED JOISTS, IF STORED PRIOR TO ERECTION,SHALL BE STORED IN A VERTICAL AND LEVEL P051TION AND PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE 50 THEY ARE NOT DAMAGED. 10. THE ENGINEERED JOISTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS, MA55ACHU5ET75 STATE BUILDING CODE AND THE ENGINEERED WOOD PRODUCTS MANUFACTURER'S INSTALLATION GUIDE. 1 1 . TEMPORARY CONSTRUCTION LOADS WHICH CAUSE 5TRESSE5 BEYOND DE51GN LIMITS ARE NOT PERMITTED. 2X4 RAFTERS @ 12. ERECTION BRACING SHALL BE PROVIDED TO KEEP THE ENGINEERED JOISTS STRAIGHT AND I G" O.C. - PLUMB AS REQUIRED AND TO ASSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL ELEV. = 25.72 ENGINEERED JOISTS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL HAS BEEN APPLIED. R-30 INSULATION 2XG RAFTERS @ 1211 I G" O.C. G" CV i 1` TYPAR HOU5EWRAP ELEV. = 20 1/2" CDX PLYWD. 2 X G FLOOR JOISTS @ I G"O.C. 0YP.) —-—-—- ------ ---- _ .25' I SHEATH. (TYP.) --------- ----- �--USE I LEVEL PARALLAM PARALLEL 2 X 4 STUDS STRAND LUMBER(PSL) (OR ENTRY WAY � APPROVED EQUAL) BEAM 12'X @ I G" O.C. - 51/4" X 1 1 1/4" AND INSTALL I� ACCORDING TO MANUFACTURER'S R-13 IN5UL. ;; RECOMMENDATION. EX5TING 2XG (TYP.) JOISTS TO BE DOUBLED UP WHERE J015T5 REST ON PSL BEAM. 2 X 9 FL R JOISTS-@ I G" O.C..(_ )----_—_—_ 2 X 9 FLOOR JOISTS @ 1 G" O.C. (TYP.)---- —_ ELEV. = 12.25' �----- - ------- --- ------- -------------- --- - ' R-10 IN5UL. DAMPPROOF CRAWL S 3G"X3G" BELOW GRADE - _ WINDOW 0"X 10'-0" COC FOUND. (TYP.) SLOPE FLOOR TO DRAT OWARD I 4" CONC. ELK, OVER DOOR WITH FLOOD VEN COMPACTED 501L ELEV. = 5.25' L ———J C(�055 SECTION �-- aSHAWs C MAclNNE NE S y� ELEVATION VIEW N Io CIVIL cn NO. 41328 GIST PROPOSED RESIDENCE S� G FOR RICCI 8-10 SUNSET AVENUE 5 OF 5 CENTERVILLE, MASSACHUSETTS DATE: 5/14/2009 DRAWN BY: MA.CINNES CONSULTING EAST SANDWICH, MA 02537 SCALE: 1/4"=1' www.macinnesconsulting.com 08)274-2091 FASTING WALLS PROPOSED W/1,115 i i 5'-4" 4'-4" ...-� L. , -. - - _ _ _ __ JLj I _ - `� y1 Cn 4' KNEE WALL \ I I I - DINING ROOM J (-I L 7'-0"X 9'-0" \ 6o, t °73 \ r LIVING ROOM 13'-G"X 14'-4° f \ G'-8" 01 I UP EXISTING DUPLEX SIDE TO O I I 7no (O-) HAVE NO STRUCTURAL I up CHANGES KITCHEN N 1'-0"X 8'-0', f f \ fi J ! i.. _ f USE(LEVEL PARALLAM PARALLEL STRAND LUMBER(P51; (OR APPROVED EQUAL) BEAM 11 2'X I 51/4"X 1 1 1/4 AND INSTALL I -� BEDROOM #; CLOSE; i I ACCORDING TO MANUFACTURERS H7 1 I'-G"X 12.'-O" 2xi2' RECOMMENDATION. EX5TING 2Xt, o L.. � + i J015T5 TO BE DOUBLED UP WHERE J015T5 REST ON P51-BEAM. ----- I BATHC I I I I 1 P1D\-10P05ED E f LOOK PLAN ,,�/��(H�F MgS�r � q SHAWN cyGN 13 MACINNES PROPOSED FIRST FLOOR PLAN civil E No. 41328 WDW TYPE 51ZE MIN. ROUGH OPENING DOOR TYPE 51ZE MIN. ROUGH OPENING ors oNA a PROPOSED RESIDENCE FOR 1 PATIO DOOR GOG I I G'-O" 1/2"X G'-1 1 118 A I NT. SWING 214"X G'-8" Z-8 1/2"X G'-10 1/2" RICCI 2 DOUBLE HUNG 284G 2'-8 1/8"X 4'-G 1/2" B INT. BI FOLD 4'-0"X G'-8" 4'-2 1/2"X G'-1 1 1/2" 3 DOUBLE HUNG 243G 2'-4 1/8"X 3'-G 1/4" 2 OF 5 8-10 SUNSET AVENUE CENTERVILLE, MASSACHUSETTS K.0.5 FOR ANDERSEN WINDOW5, VERIFY ALL MEA5. DATE: 5/14/2009 DRAWN BY: MACINNES CONSULTING EAST SANDWICH, MA 02537 SCALE: 1/41 www.macumesconsulting.com (508)274_2091 — - - , i __,� TOP OF EXISTING CONCRETE CONTOURS WALL AT 15 SUNSET AVENUE EL = 8. 93 EXISTING — — — — — — — 50 MINIMAL GRADING PROPOSED BENCH MARK lSUNSET SPIKE IN UTILITY POLE ELEVATION = 6 . 84 AVENUE EDGE OF PAVEMENT NGVD 32.0 65A 6.5 WATER 3 46.� t ---== �A -- 6 \ 10.5 W X X 10.5 \ X z ,------ ! ————————————————— �- n ! I \ — ——-———— —--- �;/�f ----- �� NEW 5 0 CONC. RETAINING WALL O \ I ! —— G I r } (• _,� `��!I I r—_—_———-�-—_—_——_—-, I ! TOP ELEV. = 10.5 � \ ! I F i l�- ! _ I i I —— G ELEV. = 4.67 I iI O ►i! O II i �L___ ii �I� _ �I ! 6 5 BOTTOM OF FOOTING =J-1-� O _JIB_ � I I ! I I A L—————— --- -------1 I L———————————————— 30.0 W ! 11.0 Q 11.0 1 ` 11.0 � \ X XI X 11.0 I vv X 1 44.0 0L5 ti \ 10.5 \ X X � , AS N OS UN CONC. RETAINING WALL 51_011 \ \ 0.5 G ' NEW71- ,CONC. FOUNDATION 1 \ 10 \ .TOP ELEV - — 12.25 , ;,.. �t x: 10.5 FLOOR,ELEV. = 7.0 TO ELEV. — 75 TAPER RETA WA X BOTTOM OF FOOTING ELEV. = 3.000 I ; P r EXISTING � WATER - LINE IS TO BE REMOVED. ESTABLISH \ r- 7 NEW WATER SERVICE AS SHOWN ON PLAN. 7.5 XX SYSTEM AND DWELLfNG. 15.0 \ 7•5 7. ROOF RUNOFF IS TO BE D{RECTED OVER WALL. TAPER RETAINI G WALL 7.5 X XTO ELEV. = 7.5 X X X ABUTTER'S e CESSPOOL f 1/16/09 ADD FLOOD VENT AND SEA LEVEL NOTES I _ / 12/12/08 REVISE TOP OF FND. ELEVATION 12.25 I I 7 72 . 00 ft Date DESCRIPTION Drawn Checked ` cc; TOP OF EXISTING R E v I S I o N s CONCRETE WALL i J FOUNDATION & RETAINING WALL . C'T : cc �JE E L 9 . 92 FOR RICCI 1 t � C&-yl RETAINING WAIL PLAN AT 8- 10 SUNSET AVENUE IN SCALE : 1 �4 In 2 ft > C ENTERVI LLE � se ASS _ ' 200$ q� SCALE: 1/ "4 2 DATE. OCTOBER 15, SHAV4N C - o MACINNES MACINNES CONSULTING ; ALL ELEVATIONS ARE IN REFERENCE TO LEVEL �,No 41I328 P.O. BOX 1182 G,S �F ��I EAST SANDWICH, MA 02537 AL (508) 274-2091 .� DRAWN BY: SGM O 8 — O 9 4 I CHECKED BY: SGM SHEET 1 OF 3 i GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE fill DWELLING AREA SUMMARY FIRST FLOOR SF - 1,451 GARAGE SF & (#AUTOS) - N/A SECOND FLOOR SF - N/A # BEDROOMS - 4 TOTAL SF - 1,451 # FULL BATHS - 2 BASEMENT FIN. SF - 1,451 # HALF BATHS - 0 ELEV. = 12.25 FOUNDATIONS/FOOTINGS/SLABS 10° X 5'-3" CONC. FOUND. _ . .- ABOVE SEA LEVEL 1.CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF: BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI WALLS ON MIN. 4' BELOW .. BASEMENT AND FOUNDATION WALLS - 3,000 PSI GRADE FOOTING WALL ON PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI 24" X 12" CONC. SPREAD 2.MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF FOOTINGS WITH KEY =- 3.FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER TOWN OF BARNSTABLE AND MASS STATE BUILDING CODE - �_. •• -:d _. WHERE A HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALLS SHALL BE WATERPROOFED. = -. ? 4.PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIALS. THE PIPE SHALL BE COVERED WITH NOT 2 #5 TOP & BOTTOM CONTINUOUS LESS THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR LEVEL OR TERMINATE IN A MINIMUM 4 " 20-GALLON SUMP PIT. 5.FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW GRADE. 6" CONCRETE SLAB `�' CONTRACTOR TO ENSURE 6.FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP. C/W WELDED WIRE " 7.FOUNDATION WALLS SHALL BE A MINIMUM 10 INCHES THICK- MAXIMUM WALL HEIGHT 9 FEET. MESH '- EXTERIOR GRADE SLOPES 8.REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES AT ENDS AND AROUND CORNERS. = = 9.INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BASEMENT FLOOR SLAB. � AWAY FROM BUILDING 10.AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG AREA WITH #4 BARS AT 24 INCHES O.C. 6 MIL VAPOR BARRIER ON ; _ ELEV. - 7.0 PERPENDICULAR AND HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. 6" OF 3/4" CRUSHED STONE �* �- 11.AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF 3 FEET BELOW THE BOTTOM OF THE SLAB. ABOVE SEA LEVEL I 12.CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR CRUSHED STONE. 13.FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. 0. - 14.ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" EMBEDMENT AT MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OF THE END OF EACH SILL PLATE. 15.WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP BY SOLID BLOCKING FOR A MINIMUM OF as D TWO JOIST SPACES, SPACED NOT MORE THAN 4 FEET O.C. 2'-0" 2" INSULATION o AROUND EXTERIOR 10" x 5'-3" CONC. FOUND. " >_ PERIMETER ON 10 =° TOP OF FOUNDATION ELEV. = 12.25 WALLS ON 24" X 12" CONC. CONCRETE FOUNDATION I °� z SPREAD FOOTINGS WITH KEY (TYP.) WALL #5 DOWELS @ 24" C/C FF --- ---- 6"x18" 10.0 10.0 COLUMN PIER AND: a °- FOOTING BEYOND ° _ ELEV. = 3.0 4" CONCRETE FLOOR ( - = Ln ABOVE SEA LEVEL 9.0 OVER COMPACTED SOILS 9.0 L- - - TO BE SLOPED TOWARD FLOOD VENT 3 - #5 CONTINUOUS 2'-0" FINISHED FLOOR ELEV. - 7.0 5 CONCRETE COVER NOTE: WHERE EXPOSED FOUNDATION WALLS ARE EXPOSED ABOVE GRADE, j I I FOOTING WALLS SHOULD EXTEND I I A MINIMUM OF 4' BELOW FINISHED I I GRADE 7.2 7.0 7.0 7.0 7.0 7.0 7.0 1 FO U N DATI O N WALL DETAIL F __1 7 -1 -1 F -1 7 El FND SCALE: NOT TO SCALE L L -1 L L -1 1 I I 1/16/09 ADD FLOOD VENT AND SEA LEVEL NOTES I 3 2X12 WD. I i O 3 1/2" COLUMN ON 12/12/08 REVISE TOP OF FND. ELEVATION 12.25 .TYP.GIRD I I (TYP.) 3611X3611X1211 13.0 CONCRETE FOOTINGS (TYP.) Date DESCRIPTION Drawn Checked i R E V I S 1 0 N S 9•0 9.0 FOUNDATION PLAN & DETAILS FOR RICCI AT i 10.0 10.0 8- 10 SUNSET AVENUE IN CENTERVILLE --�s� SCALE: 1/4 = 1 DATE: OCTOBER 15, 2008 _9960" X 54" FLOOD VENT 'fm N": t MACINNES ��t, MACINNES CONSULTING 36„ X 36 WINDOWS CIVIL SEE DETAIL 1-FNDl No �132s i P.O. BOX 1182 (TYP.) ALL ELEVATIONS ARE IN REFERENCE TO SEA LEVEL ``��� �� ���a EAST SANDWICH, MA 02537 FOUNDATION P LAIN ' tin (508) 274-2091 SCALE 1 /4" = 1 ' DRAWN BY: SGM CHECKED BY: SGM 0 8 - 0 9 4 SHEET 2 OF 3 I i QG 1 GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF 10" O��O=II S-BARS BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE { Q- C� I-1 Pli � DWELLING AREA SUMMARY ELEV. = 10.5 II—III- Al FIRST FLOOR SF - 1,451 GARAGE SF & (#AUTOS) - N/A III -r - r---r----I---- SECOND FLOOR SF - N/A # BEDROOMS - 4 TOTAL SF - 1,451 # FULL BATHS - 2 a I I t I BASEMENT FIN. SF - 1,451 # HALF BATHS - 0 ALL ELEVATIONS ARE V-BARS I I I I I --I- 1---7---7--- FOUNDATIONS FOOTINGS SLABS ABOVE SEA LEVEL / / S-BARS PROVIDE FLOOD I I I I V-BARS 1.CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 PROOF COATING I I I i DAYS OF: I I I ( BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI a --t- -fi---t---- -- BASEMENT AND FOUNDATION WALLS - 3,000 PSI 2" DRAINS AT d 1" CRUSHED STONE I I 1 I PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI 12' ON CENTER ° 5'-0" I I I 2.MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF 4 PERFORATED PIPE t I I I 1 FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE i DAYLIGHTED TO AN DAMPPROOFED PER TOWN OF BARNSTABLE AND MASS STATE BUILDING CODE - WHERE A -- ---- ---I----I-- HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALLS SHALL BE APPROVED LOCATION I I I I I WATERPROOFED. I I I I 4.PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE SPACE BELOW d �-FILTER I---j--- I I I GRADE OR OTHER EQUIVALENT MATERIALS. THE PIPE SHALL BE COVERED WITH NOT LESS ELEV. = 6.5 GROUND SURFACE a _ FABRIC I t I I I THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR LEVEL OR TERMINATE IN A MINIMUM 20-GALLON SUMP 12° MIN. �,,i I I 1=III— d ° : _ I I l I I PIT. —III=I I I 5.FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW ELEV. = 5.S GRADE TOTOP� III=III - —� ---- ----I---- ---t-- GRADE. OF FOOTING -_) I ° a a a a - �- �- - - - - 6.FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP. 7.FOUNDATION WALLS SHALL BE A MINIMUM 10 INCHES THICK- MAXIMUM WALL HEIGHT 9 ELEV. 4.67 i s °-: ------- -- ---- - FEET. °° 8.REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES AT ENDS AND AROUND CORNERS. FOOTING SHALL BE PLACED B-BARS 9.INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BASEMENT ELEVATION FLOOR SLAB. ON COMPACTED SOIL SECTION SHEAR KEY 10.AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM THE FOUNDATION WALL USE 2X6 KNOCKOUT TO 2 FEET BEYOND THE OVERDIG AREA WITH #4 BARS AT 24 INCHES O.C. I PERPENDICULAR AND HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. V-BARS: B-BARS: B-BARS: IL AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED WITH A MINIMUM R-6 SIZE - 3/8" SIZE - 3/8" SIZE - 3/8" INSULATION FOR A MINIMUM OF 3 FEET BELOW THE BOTTOM OF THE SLAB. SPACING - 10" SPACING - 10" SPACING - 10" 12.CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK OVER A MINIMUM 4-INCH BASE' LENGTH - 6'-4" LLENGTH - 3'-2" LENGTH - 3'-2" 3.FLOOR SLABSF SUPPORTED BY FALL CONSISTING SAND, GRAVEL O CRUSHEDO FE MORE THAN 24 INCHES OF ' GRANULAR FILL OR 8 INCHES =OF EARTH. NOTE: 14.ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" EMBEDMENT AT SPACING OFS-BARS IS APPROXIMATE. MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OF THE END OF EACH SILL PLATE. 15.WHERE SHALL BE RETAINING WALL DETAIL USE TABULAR NUMBER OF BARS AND SUPPORTED LOOTER�LLY ATISTSRTHE TOPLEL BY SOLID B OION CKINGTO THET OR AA LL MIN MUM, THEWALL OF TWO JOIST SPACE EVENLY WITH 2" COVER SPACES, SPACED NOT MORE THAN 4 FEET O.C. SCALE: NOT TO SCALE i { ELEV. = 10.5 TAPER SLOPE = a 5: 1 ° °• d ALL ELEVATIONS ARE ABOVE SEA LEVEL - Q - I ° a 3.0 1/16/09 ADD FLOOD VENT AND SEA LEVEL NOTES 4 12/12/08 REVISE TOP OF FND. ELEVATION 12.25 i 4- C °" - -d - ° - Q - 14._- -° o = - - - -° _-° _ -. •-° - -°- a. d.o-- ELEV. = 7.0 Date DESCRIPTION Drawn Checked ' ELEV. = 4.67 ° ° a a ° ° °I_ �a a - d` ° R E V I S 1 0 N S RETAINING WALL PLAN & DETAILS FOR RICCI I 15.0 AT i 8- 10 SUNSET AVENUE IN ,P CENTERVI LLE 1 R ETA I N I N G WALL E L EVAT I O N SCALE: 1/4" = 1 ' DATE: OCTOBER 15, 2008 1 � FN�DSCALE: NOT TO SCALE L„�AL � M A C I N N E S CONSULTING 41328 P.O. BOX 1182 r�F 4 >Tr EAST SANDWICH, MA 02537 =A L, (508) 274-2091 DRAWN BY: SGM O Q _ O 94 CHECKED BY: SGM U SHEET 3 OF 3 GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE DWELLING AREA SUMMARY FIRST FLOOR SF - 1,451 GARAGE SF & (#AUTOS) - N/A SECOND FLOOR SF - N/A # BEDROOMS - 4 TOTAL SF - 1,451 # FULL BATHS - 2 BASEMENT FIN. SF - 1,451 # HALF BATHS - 0 FOUNDATIONS/FOOTINGS/SLABS [ELEV. L CONCRETE SHALL BE AIR ENTRAINED WITH• A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF: 10" x 5'-3" CONC. FOUND. _ BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI WALLS ON MIN. 4' BELOW • :. BASEMENT AND FOUNDATION WALLS - 3,000 PSI GRADE FOOTING WALL ON PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI 2.MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF 24" X 12" CONC. SPREAD FOOTINGS WITH KEY 3.f0UNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER TOWN OF BARNSTABLE .AND MASS STATE BUILDING. CODE - t•-:; - WHERE A HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALLS SHALL BE WATERPROOFED. = z 4.PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIAL'S. THE PIPE SHALL BE COVERED WITH NOT 2 - #5 TOP & BOTTOM CONTINUOUS LESS THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL DAYLIGHT TO THE EXTERIOR BELOW THE-FLOOR LEVEL OR TERMINATE IN A MINIMUM 20-GALLON SUMP PIT. 5.FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW GRADE. 6" CONCRETE SLAB 6.FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP. C/W WELDED WIRE " • Lo CONTRACTOR TO ENSURE 7.FOUNDATION WALLS SHALL BE A MINIMUM 10 INCHES THICK- MAXIMUM WALL HEIGHT 9 FEET. 8.REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES AT ENDS AND AROUND CORNERS. MESH EXTERIOR GRADE SLOPES 9.INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BASEMENT FLOOR SLAB. AWAY FROM BUILDING :• 10.AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG AREA WITH #4 BARS AT 24 INCHES O.C. 6 MIL VAPOR BARRIER ON PERPENDICULAR AND HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. - 11.AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF _3 FEET BELOW THE BOTTOM OF THE SLAB. 6" OF 3/4" CRUSHED STON ELEV. = 7.0 .•Y•. 12.CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR CRUSHED STONE. 13.FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. • • •� ' " " 14.ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" EMBEDMENT AT MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OF THE END OF EACH SILL PLATE. A ' 'p6 '• •' 15.WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP BY SOLID BLOCKING FOR A MINIMUM OF TWO JOIST SPACES, SPACED NOT MORE THAN 4 FEET O.C. 2'_0" 2" INSULATION I .°per•••� 10" x 5'_3" CONC. FOUND. AROUND EXTERIOR TOP OF FOUNDATION ELEV. 12.25 PERIMETER ON 10 •° j - WALLS ON 24" X 12" CONC. CONCRETE FOUNDATION -' - SPREAD FOOTINGS WITH KEY (TYP.) WALL I 0.• y, FF ---- ---- #5 DOWELS @ 24" C/C ---- --- 6"x18 ` s COLUMN PIER AND 10.0 R° FOOTING BEYOND = • N all 4 ELEV. 3.0 4" CONCRETE FLOOR Ln 9.0 COMPACTED SOI 9.0- OVER - 3 - #5 CONTINUOUS . 2�_0�� 1 FINISHED FLOOR ELEV. _ 7.0 5 CONCRETE COVER NOTE: WHERE EXPOSED FOUNDATION I WALLS ARE EXPOSED ABOVE GRADE, FOOTING WALLS SHOULD EXTEND 1 I A MINIMUM OF 4' BELOW FINISHED 7.2- 7.0 7.0i- 7.0---- 7.0- 7.0 7.0 GRADE ('I'NWOUNDATION WALL DETAIL - �ND SCALE: . NOT TO SCALE L (3) 2X12 WD. 3 1/2"COLUMN ON 12/12/08 REVISE TOP OF FND. ELEVATION 12.25 GIRD. (TYP.) 3611X3611X12" 13.0 CONCRETE FOOTINGS (TYP.) Date DESCRIPTION Drawn Checked - REVISION S 9.0 9.0 FOUNDATION PLAN & DETAILS FOR RICCI 10.0 ----I AT 10.0 ��H OF ,, 8- 10 SUNSET AVENUE IN \��KAICIINSHA ✓" yG\" C ENTERVI LLE ' CIVIL 36 X 84 DOOR 41328 `� NO SCALE: 1/4" = 1' DATE: OCTOBER 15, 2008 �F 4 36" X 36" WINDOWS (TYP•) IFS S T E M° M A C I N N E S CONSULTING SEE DETAIL 1-FND � "� (TYP.) � P.O. BOX 1182 EAST SANDWICH, MA 02537 FOUNDATION PLAN (508) 274-2091 SCALE 1/4" = 1 ' DRAWN BY: SGM 08 - 094 CHECKED BY: SGM SHEET 2 OF 3 - --------- ------- ---- --- ---------------------------- --- - - --------- ---- - - --- ------- - ---- ---------------- ----- - -- -- - ----------- ----- CONTOURS ' TOP OF EXISTING CONCRETE WA LL AT 15 SUNSET AVENUE- EXISTING - - - - - - - 50 EL = 8. 93 MINIMAL GRADING PROPOSED BENCH MARK SUNSET AVENU SPIKE IN UTILITY POLE ELEVATION = 6 . 84 EDGE OF PAVEMENT NGVD -32.0 6.5 WATER 65.0 3 6 f t _ ------_ -� -- 6.5 t 46. ' -- - - 6. 10.5 W X i�.5._'_' _- 10.5X ---- - X i/r=_ �----------- ___ 1 NEW 5'-0" CONC. RETAINING WALLF TOP ELEV. = 10.5 I II O III O II --� �L-____J� -- �j---=sir= 615 BOTTOM OF FOOTING ELEV. = 4.67 -=-1�-L--__-jam r I I O II, O II I --J L --� yI I I AL--------- I I L------------------I 30.0 2� 11.0 <\ 11.0 X XI 11.0 11.0 44.0 ti� �\ 10.5 5 X 10.5 X I CONC. RETAINING WALL 5'-0" .5 G AS LIN .5 \ X 14-' NEW CONC. FOUNDATION10. TOP ELEV. = 12.25 Lo 10.5 FLOOR`ELE�:\ 7.0 TAPER RETAINING WALL , I� 15.0 , X BOTTOM OF FOOTING 'ELEV. = 3.0 00 TO ELEV. 7.5 1 EXISTING WATER LINE IS TO BE REMOVED. ESTABLISH NEW WATER SERVICE AS SHOWN ON PLAN. CA �� X 7X J" \ SYSTEM AND DWELLING. 15.0 �\ 7.5 TAPER RETAINI G WALL 7.5 X X 7.5 0 ROOF RUNOFF IS TO BE DIRECTED OVER WALL. TO ELEV. = 7.5 X X X I i APPROVED PLA ; 1, 711 ABUTTER'S > • ,, 1¢4.r ;.w t' ti y I CESSPOOL _ +� 2008 12/12/08 REVISE TOP OF FND. ELEVATION 1 . _- ---- " 7 - -- -- -- 72. 00 f t -- -- -- -- -- Lo Date DESCRIPTION Drawn Checked r4��TOP OF EXISTING R E V I S 1 0 N S CONCRETE WALL FOUNDATION & RETAINING WALL EL = 9. 92 FOR RICCI H of rgqssq AT �o SHAWN �yGN 8- 10 SUNSET AVENUE o MACINNES -4 IN NCIVIL 28 `n CENTERVILLE RETAINING WALL PLAN ISTEa�O SCALE: 1/4" = 2' DATE: OCTOBER 15, 2008 AL SCALE : 1 /4 in = 2 ft MACINNES CONSULTING P.O. BOX 1182 EAST SANDWICH, MA 02537 (508) 274-2091 DRAWN BY: SGM O Q _ O CHECKED BY: SGM U SHEET 1 OF 3 TOP OF EXISTING CONCRETE CONTOURSWALL AT 15 SUNSET AVENUE EL = 8. 93 EXISTING — -- — — — — - 50 tMINIMAL GRADING PROPOSED BENCH MARK SU N SET �- AV SPIKE IN UTILITY POLE N U E ELEVATION = 6 . 84 1 EDGE OF PAVEMENT NGVD 32.0 6.5 WATER 65.0 f t t I 3 46 6. 110 10.5 X 10.5 \ x ---- _ ,__ __ — _ �� \ ------- � __ NEW 5 -0 CONIC.RETAINING WALL I C I ,-------,---_=--, I I��� ��1 �1�1 I I TOP ELEV. = 10.5 I I(----- -�I�-- �I I i�� `1 \ III �\ I rF 6�5 BOTTOM OF FOOTING ELEV. = 4.67 L___-___l ;�- --��L — -� I-------- ____ ----- -Lu � 30.0 ; t i f Y, i E 2� \ � : 1X0 s 1Xp 11.0 110 � I \ ; 44.0 ti� 10.5 Y X_ 1 X 5 x } ,5 ` .5 GA �N CONC. RETAINING WALL 5'-0" ` 5 (# NEW NG. FOUNDATION . aQ 0. , : P E EV. - 14.5 TO k , �„c FLOOR LEV. � 7.0 15:0 TAPER RETAINIi�C V `ALt - I f 10.5 � ` X g BOTTOM,-OF FOOTING ELEV. = 3.000 TO ELEV: _ '7.5 - i EXISTING WATER LINE IS TO BE REMOVED. ESTABLISH NEW WATER SERVICE AS SHOWN ON PLAN. cs \ I$ E 7.5 x x SYSTEM AND DWELLING. 15.0 7.5 ROOF RUNOFF IS TO BE DIRECTED OVER WALL. TAPER RETAINI G WALL 7.5 X X 7.5 0 X X X ; TO ELEV. = 7.5 - --- - 7 .1 3 ABUTTER'S CESSPOOL I 72. 00 ft Date DESCRIPTION Drawn Checked' Ln TOP OF EXISTING R E V I S I O N S CONCRETE WALL FOUNDATION & RETAINING WALL I EL = 9 . 9 FOR RICCI s AT 6 - 8- 10 SUNSET AVENUE IN CENTERVILLE RETAINING WALL P LAN ����H OFMyssq SCALE: 1/4" = 2' DATE: OCTOBER 15, 2008 SHAWN CONSUL SCALE : 1 4 in = C ft � � McivLEs �1 MACINNES . CONS, ; o o. 4132810 P.O. BOX 1182 I � � � EAST SANDWICH, MA 02537 F`S STER� (508) 274-2091 l s/ N EN DRAWN BY: SGM Q CHECKED BY: SGM O 8 - 0 SHEET 1 OF 3 a ----------- ------ GENERAL PLAN NOTES WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE DWELLING AREA SUMMARY FIRST FLOOR SF - 1,451 GARAGE SF & (#AUTOS) N/A SECOND FLOOR SF - N/A # BEDROOMS - 4 TOTAL SF - 1,451 # FULL BATHS - 2 BASEMENT FIN. SF - 1,451 # HALF BATHS - 0 ELEV. I.CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF: 10 x 7'-6" CONC. FOUND. FOUNDATIONS/FOOTINGS/SLABS 12, Z;5' BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI WALLS ON MIN. 4' BELOW BASEMENT AND FOUNDATION WALLS - 3,000 PSI GRADE FOOTING WALL ON PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI 2.MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF 24" X 12" CONC. SPREAD �., . :;'� 3. FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER TOWN OF BARNSTABLE AND MASS STATE BUILDING CODE FOOTINGS WITH KEY WHERE A HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALLS SHALL BE WATERPROOFED. z 4.PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIALS. THE PIPE SHALL BE COVERED WITH NOT 2 - #5 TOP & BOTTOM CONTINUOUS LESS THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR' LEVEL OR TERMINATE IN A MINIMUM A 41 20-GALLON SUMP PIT. 5.FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW GRADE. 6" CONCRETE SLAB 6.FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP. 'A C/W WELDED WIRE CONTRACTOR TO ENSURE 7.FOUNDATION WALLS SHALL BE A MINIMUM 10 INCHES THICK- MAXIMUM WALL HEIGHT 9 FEET. 8.REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES AT ENDS AND AROUND CORNERS. MESH EXTERIOR GRADE SLOPES 9.INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BASEMENT FLOOR SLAB. AWAY FROM BUILDING 10. AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG AREA WITH #4 BARS AT 24 INCHES O.C. 6 MIL VAPOR BARRIER ON STONE PERPENDICULAR AND HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. HED N 11.AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF 3 FEET BELOW THE BOTTOM OF THE SLAB. 6" OF 3/4" CRUSHED STONf--�". • ELEV. 12.CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR CRUSHED STONE. 13.FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. 14. ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" EMBEDMENT AT MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES Of A THE END OF EACH SILL PLATE. A.AN 15. WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP BY SOLID BLOCKING FOR A MINIMUM OF TWO JOIST SPACES, SPACED NOT MORE THAN 4 FEET O.C. A- 2 1, n I INSULATION mCl 11 ATTnk, 1-011211 INSULATION AROUND EXTERIOR 10 x 7-6" CONC. FOUND. TOP OF FOUNDATION ELEV. = 14.5 WALLS ON 24" X 12" CONC. PERIMETER ON 10 CONCRETE FOUNDATION SPREAD, FOOTINGS WITH KEY (TYP.) z WALL #5 DOWELS @ 24 C/C 6 x18" Ll FF COLUMN PIER AND 10.0 10.0 FOOTING,BEYOND r�4 ELEV. = 3 Ln 9.0 4" CONCRETE FLOOR 9.0 OVER COMPACTED SOIL-s--�/ 3 - #5 CONTINUOUS 1-011 FINISHED FLOOR ELEV. = 7.0 5" CONCRETE COVER NOTE: WHERE EXPOSED FOUNDATION WALLS ARE EXPOSED ABOVE GRADE FOOTING WALLS SHOULD EXTEND A MINIMUM OF 4' BELOW FINISHED 7.2 7.0 -0 7.0 7.0 7.0 7.0 7.0 GRADE 7 7 1- 7 F -`,� FOUNDATION WALL DETAIL -1 FND SCALE: NOT TO SCALE -1 -1 (3) 2X12 WD. 3 1/2" COLUMN ON GIRD. (TYP.) 3611 X 3611 X 1211 13.0 CONCRETE FOOTINGS (TYP.) Date DESCRIPTION Drawn Checked! R E V I S 1 0 N S 9.0 90 FOUNDATION PLAN & DETAILS FOR RICCI 10.0 AT 10.0 8- 10 SUNSET AVENUE IN ---- CENTERVILLE 3�A V 0.41 r-innD �A OF SCALE: 1/4" 1 ' IDATE: OCTOBER 15, 2008 6" X 84" DOOR 36" X 36" WINDOWS (TYP.) M SHAWN ACINNES cp M A C I N N E S CONSULTING SEE DETAIL I-FND (TYP.) CIVIL P.O. BOX 1182 90. 49328 EAST SANDWICH, MA 02537 FOUNDATION PLANT IF- (508) 274-2091 SCALE 1 /4 DRAWN BY: SGM 08 - 094 CHECKED BY: SGM SHEET 2 OF 3 i i { i I I GENERAL PLAN NOTES — WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF a 10" �0 —1 S-BARS BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE G (i Al DWELLING AREA SUMMARY ELEV. = 10.5 I=III- II—III— FIRST FLOOR SF — 1,451 GARAGE SF & (#!AUTOS) — N/A ' 'aQ III I'1II —T — r---F—`—I---- SECOND FLOOR SF — N A #I— I I I I TOTAL SF — 1,4 51 # FULLBATDSOOM� — 4 I I I I BASEMENT FIN. SF — 1,451 # HALF BATHS — 0 V-BARS I I ___ FOUNDATIONS/FOOTINGS/SLABS 4 I I I I 1.CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH AT 2 1•'° •', S-BARS PROVIDE FLOOD V-BARS g PROOF COATING DAYS OF: ___ __ BASEMENT AND INTERIOR FLOOR SLABS — 2,500 PSI ` t t t BASEMENT AND FOUNDATION WALLS — 3,000 PSI . Q 2" DRAINS AT 4 1" CRUSHED STONE I PORCHES, CARPORT AND GARAGE FLOOR SLABS — 3,000 PSI 12' ON CENTER 5 "011 2.MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF ' '° • � I I I I 4" PERFORATED PIPE 3.FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE I I I I I DAMPPROOFED PER TOWN OF BARNSTABLE AND MASS STATE BUILDING CODE — WHERE A a ' ' DAYLIGHTED TO AN HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALLS SHALL BE APPROVED LOCATION I I I I I WATERPROOFED. 1 ° �•—°' I I I I I 4.PROVIDE A MINIMUM 4—INCH PERFORATED (DRAIN AROUND USABLE SPACE BELOW FILTER ----------------- GRADE OR OTHER EQUIVALENT MATERIALS. THE PIPE SHALL BE COVERED WITH NOT LESS ELEV. = 6.5 GROUND SURFACE °.a FABRIC I I I I I THAN 6 INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL DAYLIGHT TO ; THE EXTERIOR BELOW THE FLOOR LEVEL OR TERMINATE IN A MINIMUM 20—GALLON SUMP � EE PIT. 12" MIN. _ I I I I I i i_I I I—III—I .'' —— ___ — __ _ 5.FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW I} ELEV. = 5.5 GRADE TO TOP III—III 1— —— — GRADE. OF FOOTING ° ' 4 a �_ _ _ _ _ 6.FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP. 10" —I--- I_— I _ _ I — I 7.FOUNDATION WALLS SHALL BE A MINIMUM 10 INCHES THICK— MAXIMUM WALL HEIGHT 9 ° ' FEET. ELEV. = 4.67 8.REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES AT ENDS AND I 3' _ 6" AROUND CORNERS. I FOOTING SHALL BE PLACED B-BARS 9.INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BASEMENT ON COMPACTED SOIL SECTION SHEAR KEY ELEVATION FLOOR SLAB. 10.AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB FROM THE FOUNDATION WALL USE 2X6 KNOCKOUT TO 2 FEET BEYOND THE OVERDIG AREA WITH #4 BARS AT 24 INCHES O.C. PERPENDICULAR AND HORIZONTAL TO THE WALL; MAXIMUM 4—FOOT OVERDIG. V-BARS: B-BARS: B-,BARS: 11. AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED WITH A MINIMUM R-6 SIZE - 3/8 SIZE - 3/8 SIZE - 3/8 INSULATION FOR A MINIMUM OF 3 FEET BELOW THE BOTTOM OF THE SLAB. l SPACING - 10" SPACING - 10" SPACING - 10" 12.CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES THICK OVER A-MINIMUM LENGTH - 6-4 LENGTH - 3'-2" LENGTH - 3'-2" 4—INCH BASE OF SAND, GRAVEL OR CRUSHED STONE. 13.FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. E NOTE: 1A.ANCHOR BOLTS MINIMUM 1/2-INCH- ANCHOR BOLTS WITH 7" EMBEDMENT AT i SPACING OF S-BARS IS APPROkIMATE. MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OF THE END OF EACH SILL PLATE. g RETAINING WALL DETAIL USE TABULAR NUMBER OF BARS AND 15. WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP BY SOLID BLOCKING FOR A MINIMUM OF TWO JOIST SPACE EVENLY WITH 2 COVER SPACES, SPACED NOT MORE THAN 4 FEET O.C. SCALE: NOT TO SCALE a E i ( ELEV. = :1:0:5 TAPER SLOPE i ° ' 5: 1 ° 3.0 a a 4 ° a. , a ° °. ;I 0 4 d, d aAl °, c '° ° 4 b , °, ° a,. 4 I a ° 4 '° 4 v a ° �Q ' A, ;'4 ELEV. = 7.0 _ T _ _ _ _ _ �•, _,' '� _ _ _ _ �, a Date DESCRIPTION Drawn Checked! ELEV. = 4.67 4 I $ . 'T° a i a d a g °d a R E V I S 1 0 N S RETAINING WALL PLAN & DETAILS 15.0 FORARICCI 8- 10 SUNSET AVENUE IN CENTERVILLE j 1 RETAINING WALL ELEVATION H OF q4S SCALE: 1/4" = 1 ' DATE: OCTOBER 15, 2008 { SCALE: NOT TO SCALE /o�� S s"`4W �ND N cyGN M A C I N N E S CONSULTING MAcINNE �^ '" CIVIL N ' No. 41328 P.O. BOX 1182 �o EAST SANDWICH, MA 02537 C`STL (508) 274-2091 i DRAWN BY: SGM 08 094 I CHECKED BY: SGM SHEET 3 OF 3