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HomeMy WebLinkAbout0053 CHASE STREET h �. � � � �� __ ;; '( 1 t. I 0 __-- 't v x c c rd � y � s n Ll �l A C� �� •Y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #c �� Health Division Date Issued Conservation Division ;.,-Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Stree#Addre Ace. . Village h �►�t-��� &g,.JOwnerAddress 1`�c�r� SI. �� e� Telephone �} i Permit Request ����ifiA. o'��`^ A L.�S -C(,00 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 1�(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 lectric ❑ Other Central Air: ❑Yes 1�10 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 A horization ❑ Appeal # Recorded ❑ iJ_7 a Commercial ❑Yes No If yes, site plan review# f' Current Use Proposed Use r" APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name i o of 1 Telephone Number '=7 66, Address k[A- License # go 44'44v'1-6v4�-k A— Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ` cam 7> SIGNAT _ DATE a , FOR OFFICIAL USE ONLY r APPLICATION# l y DATE ISSUED ;-! MAP/PARCEL NO. 1 _ � r t ADDRESS f 1� fr .� `,► VILLAGE OWNER DATE OF INSPECTION: ` ' FOUNDATION: '4 FRAME INSULATION i tp FIREPLACE ELECTRICAL: ROUGH t'1 FINAL r PLUMBING: ROUGH FINAL . 1 .` GAS:,� :'? = ROUGH R(y'- FINAL `r � f_�tFINAL•BUILDING��: K �;p:'t-0 '�` .4 �- �� DATE CLOSED OUT ASSOCIATION PLAN NO. - t f as"\ The Commonwealth of Massach usetts { Department of Industrial Accidents Office of Investigations I 600 Washington Street t Boston, MA 02111 C 1` www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): 0.3 VJ A. o..<�.. Address: Z�S q P. �`1�- ate City/State/Zip: �� �t�f�L./y�;} PhoneA "7(o o-441 ' c 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 6. ❑New construction ployees(full and/or part-time).* have hired the sub-contractors 2. m a sole proprietor or partner- listed on the attached sheet. # ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance. 9. ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LE] Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 1311 Other comp. insurance required.] *Any applicant that"checks box#i must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.-- Insurance Company Name: Policy #or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er t pains and penalties of perjury that the information provided above is true and correct. It e: Date: C3 Phone 4: - (7 Q a- 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): I. 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 notimore than three�apartmentsand 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 becks of such employment be deemed4o be an employer." F MGL`'chaptei:.152, §25C(6)also,st t(s that"every state or local licensing ageneydall 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 of this chapter have:been resented to the contracting authority." requirements P P _...�%" Applica nts 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 certificates)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 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•siaddress,''ielephone and fax number: (` The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia °F1HET � Town of Barnstable Regulatory Services * snxxsrnsLe MASS, ,g Thomas F.Geiler,Director o;9,. 0. 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. a - Complete and Sign-This Section If Using A Builder I, i� �>� \t.+�--y , as Owner of the subject property herebyauthorize Vie.k4a--� k PJ VJ �y� to act on m behalf, � Y in all matters relative to work authorized by this building permit application for: (Address of Job / 14 ro Sig a re of Owner Date Print Name , If Property Owner is applying for permit.please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION Town of Barnstable �OfVE TO�� Regulatory Services BARNSTABLE, Thomas F.Geiler,Director p MASS. 16.39. p m Building Division lFn � 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 inchide::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 100.iI1 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 Arith said procedures and requirements. , 4 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 ContTol. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfonning 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 ar6 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 fonm/certification for use in your community. Q:fonms:homeexempt I I 1 GOP -- - (o 'SPA ; j -------------- ----- - - Zt, ----- . j � I 16 - - — - : --- --------. � SAS• _; . - ---- 2, i'-- ------- ----- -------- I ; e —Lr SPA ----- ---------- -- ------ ----------------- ------- ----- --- -- -- - -� Z-�- --- -�'--Z-- (o -z - --- -- -r 1i - ; , - -- - I -- r Du • �S�Ppo�i'G-x, 2�a6-p - - - --- ---- -- - -.. _ _ -- - -- - - - -.------ - -- - - - - to r ! r. . i r i - r : t i I ------- - ------ _ -J - -- -- ._ - --- - ' : lz - J - --'------_ =-- - -- S E DETECTORS REVIEWED O B RNSTABLE BUILDING DEPT. DATE 1 FIRED EPARTMENT ATE i O sum �+�EB•FDR 4,c�-t_cb_r-S Co - PFB -V-- - -r- -^------ -------- ----- N : : i i I --— ----- ------ ------------ --_�� 7-7 - I : - �.. { I � 5►�fr?ortXliN �ci't0�t�.1T1 � i --- _ �, � ,may • r - - -- - ---------- ------- ----- - i - _ i � --------- - - - - -- '• f i � I j 40 ba olo \ l J _ --- -- - ------- .---- - t `-P-T-I:il ..- ---- � �I I _ I I I i I I i I I , l �i , 1 __ c.w — , qt — ' Ta CA-OE Ile : -r0 : ���ok—t�a�---- --� � ----- ---- ------------=— -- ---- : ----- -------------- - --- --- - - GON , I0,00 I i . : �� i - V---__ _ - --------------------- -'-= - Z tzt_ - - : G� =Barnstable Assessing Search Results Page 1 of 2 K P r = ty{ a9 i Home: Departments:Assessors Division: Properly Assessment Search Results 53 CHASE STREET Owner: PETRILLO, RONALD A Property Sketch Legend ( � W 4) Map/Parcel/Parcel Extension 308 /186/ Mailing Address PETRILLO, RONALD A f PETRILLO,JUDITH M 1 1 r W 1500 DEAN ST n NEW HAVEN, CT. 06512 YJ 2005 Assessed Values: Y Appraised Value Assessed Value Building Value: $54,300 $54,300 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $51,000 $51,000 Interactive Property Map: Ma wires Plug in: Totals:$ 105,300 $ 105,300 1 have visited the maps before Show Me The Man April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: PETRILLO, RONALD A 3391/26 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $ 19.11 Town Fire District Rates Other Re $6.05 Barnstable--Residential $2.12 Land Bar Barnstable-Commercial $2.80 Hyannis FD Tax(Residential) $ 160.06 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $637.07 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $816.24 Due to rounding differences these values may vary hq://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/... 2/1/2005 Barnstable Assessing Search Results Page 2 of 2 Land and Building Information Land Building Lot Size(Acres) 0.07 Year Built 1950 Appraised Value $51,000 Living Area 600 Assessed Value $51,000 Replacement Cost$70,557 Depreciation 23 Building Value 54,300 Construction Details Style Cottage Interior Floors Carpet Model Residential Interior Walls Drywall Grade Average Minus Heat Fuel Electric Stories 1 Story Heat Type Elec Baseboard Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 1 Bedroom Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 3 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/... 2/1/2005 Construction Supervisor Home Improvement License#-045408 Contractor Reg.#105530 MICHAEL BINNALL I' Additions&Remodeling { "Complete Carpentry Services" 25 GENEVA ROAD SOUTH YARMOUTH,MA 02664 (508).760-4736 i r� cm do 10 JJ w, Try r�7r E��ey NJ U'g�� FS 1 '1 � ter...__._.._... u aa '`& NOTE.- LOT LINES SHOWN ARE COMPILED OF ABUTTIN PLANS 12-57 & 142-97 IT IS RECOMMEND THAT A PLAN SUITABLE FOR RECORDING AT THE REGISTRY OF DEEDS BE PREPARED f wA 1 KT G i to R !P (FND) ASSESSORS ASSESS ' LOT 308-187 ` LOT 308 e 16.60 9 �- ,�E rcz � o1A'06 0 2o, N �61 20 0_c DECK •ram/. // �• � � i ,,{55A C� n ASSESSORS ... LOT 308-182 rr (MV) V } ASSESSORS LOT 307-127 :- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a Parcel �� v�^ Permit# %o 3 i T Health Division o0iZ� Date Issued 0 _ Conservation Division b Fee r A"UCAWblWOBTAIN A SEWS$ v� Tax Collector - � 00KNIN'IU F=fIT FROMmmm THE'w �� (Trusurer !'M TO CONMUCITON, /. / "YT'- 1 Planning Dept. Checked Date Definitive Plan Approved by Planning Board Approve Historic-OKH Preservation/Hyannis ,,j,,h /�• C11 F . Project Street Address 53 Village Owner y p r-r�-4 � ����f-0 Address kSQO OiA.,3 `7 Telephone —7-0 o ( d Permit Request A40 (T-1,0 �(_L�l l�G pt4_ Square feet: 1 st floor: existing proposed �� 2nd floor: existing proposed Total new Valuation�2 I t 060� Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size__71�o5S X�� Grandfathered: *Yes ❑ No If yes, attach supporting documentation. „ Dwelling Type: Single Family )4 Two Family Cl Multi-Family(#units) Age of Existing Structure —36 :�— Historic House: ❑Yes /W2No On Old King's Highway: Cl Yes Ao Basement Type: Kull 0 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 f t Total Room Count(not including baths): existing new 1A First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other ® � � Central Air: ❑Yes Olo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ()o 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 O Yes �I No If yes, site plan review# Current Use �- Proposed Use BUILDER INFORMATION Name ,�Gov- �,.��-t�� Telephone Number SC)g_7(.c 0 -4 Address Ar License# c) Home Improvement Contractor# k Worker's Compensation# 'Snc-a- ✓r eL�l►vL« .1.� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE KEN TO SIGNAT DATE $� l d Z S _ FOR OFFICIAL USE ONLY r PERMIT NO. �• DATE.ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION f -20oS O FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: U33., ._ FINAL 3 O ' GAS: 119! = i FINAL te FINAL BUILDING ( -7 —I `7 ® (o O p k DATE CLOSED OUT := 17C ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigations '' d 600 Washington Street Boston,MA 02111 www mas&gov/dia -Workers" Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Legibly Name (Business/Organization/Individual): Address: 2-4- G9 elll Q a City/State/Zip: Phone #: dA_� Are you an employer?Check the appropriate box:. Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 ❑ New construction 2. { am a sole proprietor or partner- listed on the attached sheet $ 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp. insurance. 9. El Building addition [No workers' comp. insurance 5•: ❑ We are a corporation and its 10.❑ Electrical repairs or.additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. C. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' camp.insurance required.] 13.❑ Other *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information: 'r t Homeowners who submit this affidavit indicating they 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 their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance'Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$.1,50Q.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 forwarded to the Office of . Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct: Si ature:. Date: ( c} Phone#: —7`3 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): I.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.r 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 indMdual,: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. Howeyer.1he 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 152,1§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable:evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s)name(s), address(es) and phone number(s)along with their certificates) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the to carry workers' compensation insurance. If an LLC or LLP does have members or partners; are not required 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 umber which will be used as a reference number. In addition,an applicant Please be sure to fill in pernut/hcense n that must submit multiple permivlicense 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 m 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,Investigations 600 Washington S treet� . Boston, MA 02111. Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-7274749 Revised 5-26-05 www.mass.gov/di— Town of Barnstable Regulatory Services UMNSTesi.E. ' Thomas F.Geiler,Director ntaas. 9� 1639. a�0� BDjj� Division g D MP Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: L« O Estimated Cost �� Address of Work: G NA Owner's Name: � T� Date of Application: C8' ko` t I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Qlams:homeaffidav Perry, Tom From: Anderson, Dave Sent: Wednesday,August 17, 2005 11:03 AM To: Stanton, David Cc: Perry, Tom Subject: RE:-Sewer fob#53 Chase_Street Hyannis Just rec'd a note from Canco Septic. They have investigated the situation at#53 Chase Street, Hyannis and have determined that the property IS TIED-IN to municipal sewer. This should satisfy all departments relative to any permit requirements for tie-in to Town sewer. Please update your records to show that this property is tied-in to Town sewer. If you have any questions, pls, contact Dave Anderson in the DPW - Eng Div. -----Original Message----- From: Stanton,David Sent: Thursday,August 11,2005 9:07 AM To: Anderson, Dave Subject: RE: Sewer for#53 Chase Street, Hyannis Thank you very much. -----Original Message----- From: Anderson,Dave Sent: Thursday,August 11,2005 8:34 AM To: Stanton,David Subject: Sewer for#53 Chase Street,Hyannis Mr Stanton - M&P 308-186,#53 Chase Street, municipal sewer and a sewer stub is available for this property. A requirement to tie-in to muni sewer should be included on all permits and discussions for this property. If the property owner or contractor has any questions concerning sewer requirements, they can contact this office. Dave Anderson Construction Inspector Stanton, David From: Anderson, Dave Sent: Thursday, August 11, 2005 8:34 AM To: Stanton, David Subject: Sewer for#53 Chase Street, Hyannis Mr Stanton - M&P 308-186, #53 Chase Street, municipal sewer and a sewer stub is available for this property. A requirement to tie-in to muni sewer should be included on all permits and discussions for this property. If the property owner or contractor has any questions concerning sewer requirements, they can contact this office. Dave Anderson Construction Inspector DPW- Eng 1 l plum at 5_yy b �'• `6 'eta VP ; R and �� b� Jc� ��// SAID o ol t -alp �'� •^�Ada t' ` O �°� $® ^^ � � `� ` L -�t'OV ID N et V� ID tl' VC,* . tar 3 e R � ' 'b � J 'mod �, �a® • ,... '•3 � - r t.�itid �ID R, s�3 e9 �`� � � + s9c+� ��� � c}"�p^ 9f,'. ' , . •� a► a 9 40 alp �1r �; .�ei .,�� •sae � �8 9� :m � trom®ID 1 . o "a b` 1AIrl ip < y C. VA� J tJ - '�' ' 4t�t 110 �c Q V I �✓ oP4ti o w� ` PlC �00 ti�a ID J l Nv. IS \. wFe reto �o m a� 40 i m C o Rc LI ,� t a�row:e�"+ :.� -�r�'+x'�r'r,(sS19'+�,^,�N�a' ::.. '� �"^7"�„ �,z,,:n��x'�c �•wi.., a=,.e" -.�F..,.co�as �sv>�.m�s� r� �rr' ;y.-P"3;1 �sra••+tr�.4�°g,:.', M,r.^.v-rn as- .rsr_n' r - .- -J..q.-_ r"',:-_^� �,_..-. j;iT4"''.�!`�y`h»°Ah ...�.�.. m_�'^u'E9?fi$-5•.fi•5t,a3't,.`s�. w._y... ......_-._�., . -- ... - 'Y t��`<,�..,...Fay�a.a��,„5,:.,,'h;:...��;'� �•kYr,.nr �-:�.-a�& t.� `•�.,�Jt,�'�.�.c�������'�' ,., r. �n�3. a *� � ��w-�.«.w�'..° a: .�m" r w,a_aw �mt „.., .� . ..-. .. ::. ...i Barrble Assessing Search Results Page 1 of 2 rzoPaz � / Home: Departments:Assessors Division: Property Assessment Search Results 53 C AS ST Owner: PETRILLO, RONALD A Property Sketch Legend Map/Parcel/Parcel Extension 308 /186/ l�f Mailing Address PETRILLO, RONALD A PETRILLO,JUDITH M f 1500 DEAN ST NEW HAVEN, CT.06512 3 2005 Assessed Values: Appraised Value Assessed Value Building Value: $54,300 $54,300 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $51,000 $51,000 Interactive Property Map: ap re uires Plug in: Totals:$ 105,300 $ 105,300 I have visited the maps before y' Show Me The Map April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: PETRILLO, RONALD A 3391/26 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $ 19.11 Town Fire District Rates Other Ra $6.05 Barnstable-Residential $2.12 Land Bar Barnstable-Commercial -$2.80 Hyannis FD Tax(Residential) $ 160.06 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $637.07 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $816.24 Due to rounding differences these values may vary http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeS ervices/Finance/Assessing... 8/18/2005 f BarrAl ble Assessing Search Results Page 2 of 2 Land and Building Information Land Building Lot Size(Acres) 0.07 Year Built 1950 Appraised Value $51,000 Living Area 600 Assessed Value $51,000 Replacement Cost$70,557 Depreciation 23 Building Value 54,300 Construction Details Style Cottage Interior Floors Carpet Model Residential Interior Walls Drywall Grade Average Minus Heat Fuel Electric Stories 1 Story Heat Type Elec Baseboard Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 1 Bedroom Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 3 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 8/18/2005 f e Barnstable County Registry of Deeds John F. Meade RG425RP: Land Records copy request Delivery: Pickup Dated: 3-02-2005 @ 13 : 08 : 16 Wkstn: RGPW10_A Req by: ADAMS Local Trans # : 69879 --=--------------------------------------------------------------------------- Inst# : 11-06-1981 in Book: 3391 Page: 26 Pages requested: F-L # of pages printed: 2 Fee: 2 . 00 ------------------------------------------------------------------------------ Customer will pick up ------------------------------------------------------------------------------ /e I-NI Iz 17Y } • i . O==P...GE OX 36969 } KALTER D. JOHNSON of Barnstable (Craiyvillo), Barn- stable County, Massachusetts, for consideration paid, and in full S consideration of Twenty-seven Thousand Five Hundred U 27,500) Dollars, grant to_RONALyD-.X P'ETRILLO and JUDITr M. PETRILLO, 1 ��� ��lik�/ /�G✓�1✓r of 681 St. John k Drive, Orange, Connecticut 06477 , with QUITCLAIMM COVENANTS, the land together with buildings thereon, situated at R55 Chase Street in Barnstable (Hyannis), Barnstable County, Massachusetts, bounded and described as follows: ~' PARCEL I• Ji Beginning at the Southeadt-corner of the granted premises at a stake at the Northeasterly corner of land now or formerly of Horace L. Robbins and on the Westerly side of Chase Street; Thence running South 820 36' west, one hundred five,and no/100 (105.00) feet, to a stake; Thence running North 100 06' 20" West, ten and no/100 (10.00) .feet to a stake; Thence running North 820 36' East, one hundred five and no/100 (105.00) feet, to a stake at Chase Street; Thence running South 70 24' East by said Chase,Street, ten and no/100 (10.00) feet, to a stake and the point o: beginning. As shown on a plan of land entitled "Plan of Land - Hyannis - Barnstable-Hass. as surveyed for Sandwich Co-operative Bank, Scale 1" - 301, March 1958, Whitney a Bassett -.Architects i Engineers, Hyannis, Mass." recorded with Barnstable County Registry of Deeds in Plan Book 142, Page 97. PARCEL II: Beginning at the Southeasterly corner of the premises (marked by an iron pipe), which point is the South- westerly corner of land of or formerly of Ellen M. O'Neill; Thence S. 610 221. 44"=l. in line of land now or formerly of Pauline L. Doody, and land now or formerly of George H. Doody; eighty-one and 10/100 (81.10) feet, to a concrete bound; ALMS a WHIwNo ATTOMM AT M1, r W"�AYT w s gat Ar t MM&Sun f - i 800K3M1 PAGE OV - Thence N. 230 0011 30" W. in line of land now or formerly of Caroline M. St. Peter, forty-one and, 85/100 (41.85) feet to a stake; j Thence N. 610 15' 30" £„ in line of other land now or 1 ' formeirly of Lillian F. Robbins and Alice 14. Robbins, seventy-eight and 56/100 (78.56) feet to a stake; and i Thence S. 260 30' 00" E., in line of land of or formerly; of Ellen M. O'Neill, forty-one and 85/100 (41.85) feet to the point of beginning. i As :shown on a plan of land entitled '.":?Ian of Land in Hyannis, Barnstable, Mass. Belonging to Alice M. Robbins, et al Scale 1" = 20' Sept. 12, 1942, Nelson Bearse, Civil Engineer, i Centerville, Mass.", recorded with Barnstable County Registry of Deeds. r For my title see deed of James R. Peterson et ux dated June 24, 1981, recorded with Barnstable County Registry of Deeds in Book 3311, Page 170. WITNESS my hand and seal this day of 1981. Walter D. 'Johnson � C014MONWEALTH OF 14ASSACHUSETTS Barnstable, as. , Then personally appeared the abov named Walter D. Johnson and acknowledged the foregoing in trum .nt to be,his free act and deed, before me., ary Public / i My commission ex 'resel�Q � �u�C[D NOV 6 8! �lce Varvyrwvuueca� o�`/�a°aacLuca�.ka ` Board of Building Regulations and Standards kjHOME 1 R�OVEMENT CONTRACTOR Regis io 1�05530 N , xp{r�tlori 7/17/2006 MICHAEL A BIN., WiTaeVbinnaIII 25 Geneva Road South Yarmouth,MA 02t4 Administrator e z B�OASR©pF gujILDIIyG9REG Licem'se CONSTRU.CTION•SUPE LATLONS RUISOR i NlunlbexO: 0454108 I 0 _ "'� Tr.no: ;11237 Re4 tt- � ��~ dl MIGHA EL A BIN :_ � - 25 GNEVA RD MOUTH, MA 0�2f;64 Gommisslorier _ j' ypF Z}IE Tp�� Town.of Barnstable Reguliatory Services ,$ Thoma;!pF.Geller,Director Building Division Tom Perrh Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable;ma.us Fax; 508-790-6230 Office: 508-862-4038 i Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property .' hereb thorize to act on my behalf, in all flimers relative to work authorized b7this building pernit application for: . ,53 ( - 5��) (Address of Job) ' ate S1gnature of Owner Print Naive R BusinessN COMPANIES 1095 M.C.H.C.- 5C). PL N N l NAME M MANIFOLD# ADDRESS SALESMAN t C cum ' TEL. JOB LOCATION f C-1R I L t-eD J e6 I La A- cA-)a, Z� ,ate DL 3 X20 = rZo kJ DL Iw e� �i Z10 4 co-. FeZv A ® 4AA ! - �M.,Business NT - ---R111EN COMPANIES1095 M.C.H.C.— 50. Z)t5gJ�J i 15 NAME NLI_ e �� B!/UA)A -e - MANIFOLD# ADDRESS SALESMAN L .. E TEL. JOB LOCATION LLO ;Fo n-L ®��j�,►� RIDGE BEAM A TJ-Beam®6.16 Serial N rnber:7004103625 1 3/4" x 9 1/2" 1.9E Microllam@ LVL User:1 7/28/2005 3:08:06 PM Page Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:Oil Roof Slope6A2 a o b 12'6" � All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6'4 1/2" Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 192.0 128.0 0 To 12'6" Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.55" 1200/829/0/2029 L1:Blocking 1 Ply 1 3/4"x 9 1/2" 1.9E Microllam@ LVL 2 Wood column 3.50" 1.55" 1200/829/0/2029 L1:Blocking 1 Ply 1 3/4"x 9 1/2" 1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1975 -1677 3633 Passed(46%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6006 6006 6771 Passed(89%) MID Span 1 under Snow loading Live Load Defl(in) 0.424 0.608 Passed(U344) MID Span 1 under Snow loading Total Load Defl(in) 0.717 0.811 Passed(L/204) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB ' Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. ''n RIDGE BEAM A TJ-Bearr�6/16SerialN"mber: 'o062 1 3/4" x 9 1/2" 1.9E Microllam@ LVL PM Page2 EngineVesion:o1.65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 2.00" ^ Max. Vertical Reaction Total (lbs) 2029 2029 Max. Vertical Reaction Live (lbs) 1200 1200 Required Bearing Length in 1.55(S) 1.55(S) Max. Unbraced Length (in) 47 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 685 -685 Max Shear (lbs) 807 -807 Member Reaction (lbs) 807 807 Support Reaction (lbs) 829 829 Moment (Ft-Lbs) 2453 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1677 -1677 Max Shear (lbs) 1975 -1975 Member Reaction (lbs) 1975 1975 Support Reaction (lbs) 2029 2029 Moment (Ft-Lbs) 6006 Live Deflection (in) 0.424 Total Deflection (in) 0.717 PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. /�/�i� BEAM B YA kw . &W EAVE BEAM 2 REQ'D TJ-Beam®6.16 Serial Number:7004103625 User:1 7/28/2005 3:14:24 PM 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope6M2 l R 6 12.6" i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:T 2 1/4" Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 98.0 65.0 0 To 12'6" Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 1.50" 613/435/0/1047 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL 2 Stud wall 3.50" 1.50" 613/435/0/1047 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1020 -866 3633 Passed(24%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 3101 3101 6771 Passed(46%) MID Span 1 under Snow loading Live Load Defl(in) 0.217 0.608 Passed(U674) MID Span 1 under Snow loading Total Load Defl(in) 0.370 0.811 Passed(U394) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U240,TL:L/1 80). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. f c BEAM B AYA"' � &a;n= EAVE BEAM 2 REQ'D TJ-Bean*6.16 Serial Number:7004103625 User:1 7/28/2005 3:14:24 PM 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 2 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Lead Group: Primary Load Group 12' 2.001, ^ Max. Vertical Reaction Total (lbs) 1047 1047 Max. Vertical Reaction Live (lbs) 613 613 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 88 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 360 -360 Max Shear (lbs) 423 -423 Member Reaction (lbs) 423 423 Support Reaction (lbs) 435 435 Moment (Ft-Lbs) 1288 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 866 -866 Max Shear (lbs) 1020 -1020 Member Reaction (lbs) 1020 1020 Support Reaction (lbs) 1047 1047 Moment (Ft-Lbs) 3101 Live Deflection (in) 0.217 Total Deflection (in) 0.370 PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. BEAM C ®� / 1/p�8isiness HEADER AGAINST EXISTING HOUSE TJ-Beam®6.16 Serial Number:7004103625 User:1 7/28120053:19:19PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 1 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM Roof Slope61l2 a, .a b 12-9" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 41.0 27.0 0 To 12'9" Replaces Point(lbs) Snow(1.15) 1200 829 6'4 1/2" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 861 /645/0/1507 L1:Blocking 1 Ply 1 3/4"x 9 1/2" 1.9E Microllam@ LVL 2 Stud wall 3.50" 1.50" 861 /645/0/1507 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1494 -1423 7265 Passed(20%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 7786 7786 13541 Passed(57%) MID Span 1 under Snow loading Live Load Defl(in) 0.237 0.621 Passed(L/630) MID Span 1 under Snow loading Total Load Defl(in) 0.410 0.828 Passed(L/364) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:L/240,TL:L/180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. fl BEAM C ®�4r /,4 - Yq�y�6aeuser&,,ti HEADER AGAINST EXISTING HOUSE TJ-Beam 6.16 Serial Number:7004103625 User:1 7/28/2005 3:19:20 PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 2 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Lead Group: Primary Load Group 12' 5.00" ^ Max. Vertical Reaction Total (lbs) 1507 1507 Max. Vertical Reaction Live (lbs) 861 861 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 110 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 606 -606 Max Shear (lbs) 639 -639 Member Reaction (lbs) 639 639 Support Reaction (lbs) 645 645 Moment (Ft-Lbs) 3271 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1423 -1423 Max Shear (lbs) 1494 -1494 Member Reaction (lbs) 1494 1494 Support Reaction (lbs) 1507 1507 Moment (Ft-Lbs) 7786 Live Deflection (in) 0.237 Total Deflection (in) 0.410 PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. �fj / / t BEAM D 'A B,,S; SLIDER HEADER TJ-Beam@ 6.16 Serial Number:7004103625 User:1 7/28/2005 3:24:39 PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 1 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slope6/12 l 6'3" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 1200 829 3'1 1/2" - Uniform(plf) Snow(1.15) 41.0 27.0 0 To 6'3" Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 728/528/0/1256 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL 2 Wood column 3.50" 1.50" 728/528/0/1256 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1243 -1172 7265 Passed(16%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 3339 3339 13541 Passed(25%) MID Span 1 under Snow loading Live Load Defl(in) 0.028 0.296 Passed(L/999+) MID Span 1 under Snow loading Total Load Defl(in) 0.048 0.394 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. ` C:\Program Files\Trus Joist\TJ-Beam\Job Files\PETRILLO-D.sms , • �4r*4 BEAM D i YA quh= B„� SLIDER HEADER TJ-Beam 6.16 Serial Number:7004103625 user:1 7/28/2005 3:24:39 PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 2 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 11.00" ^ Max. Vertical Reaction Total (lbs) 1256 1256 Max. Vertical Reaction Live (lbs) 728 728 Required Bearing Length in 1.50(S) 1.50(S) Max. Unbraced Length (in) 75 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 488 -488 Max Shear (lbs) 522 -522 Member Reaction (lbs) 522 522 Support Reaction (lbs) 528 528 Moment (Ft-Lbs) 1385 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1172 -1172 Max Shear (lbs) 1243 -1243 Member Reaction (lbs) 1243 1243 Support Reaction (lbs) 1256 1256 Moment (Ft-Lbs) 3339 Live Deflection (in) 0.028 Total Deflection (in) 0.048 PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL Bill Rubel PETRILLO JOB Mid-Cape Home Centers HYANNIS MA PO Box 1418 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. - C:\Program Files\Trus Joist\TJ-Beam\Job Files\PETRILLO-D.sms cry S s- (-'ka- sf s an al AA-&tea g&r -7 n - -7 3 C. S. Ol r cOF 0$ 90 O°a+JB I tl } y �otp b, O 'q gip{+ $ �•� {'p' 3 ` S O 4 of �g t 4 2 QcY 1 ��• \ �1g� .s �^,g 1� III ® I I `g 'POP �jlF I 1 > a+ 9`" ado i 41 21 q ;; 99tv jog"s . % y® �' •� ®$g 4 � IP t p` s�o $Zg 5 $off Of �Pc .. a � >l c P� e or c t�10 m 5 .PG o a ,y t j a�P� fpaP Z9PG ..OP oor, - LAST NO. USE®: z 15 Lors P-3 At"Nor f REV BY AW.9 `;0F "°� y ORIONAL ISSUE. ` et Sr . s 0. ! i �Pe-307-tA , 2 @E 3fOS 327 log 0 IOg i e ... .,. •'--nse r.ac�:..::.as...si,::.:�a:Eh�` ®- a�a±'w cw.-:�•. .,_... . ,. �-♦ �.- y . ,l , is . . eommi racE 026 36969 i I, WALTER D. JOHNSON of Barnstable (Crairville), Barn- stable County, Massachusetts, for consideration paid, and in full 4 consideration of Twenty-seven Thousand Five Hundred ($27,500) Dollars, grant to RONALD A-PETRILLO and JUDITE M. PETRILLO, of 681 St. John a Drive, Orange, Connecticut 06477 , with QUITCLAIM COVENANTS, the land together with buildings thereon, situated at R55 Chase Street in Barnstable (Hyannis), Barnstable County, Massachusetts, bounded and described as follows: PARCEL I• p� " Beginning at the Southeast-corner of the granted premises at a stake at the Northeasterly carrier of land now or formerly of Horace L. Robbins and on the Westerly side of Chase Street; Thence running South 820 36' West, one hundred five.and no/100 (105.00) feet, to a stake; Thence running North 100 06' 20" West, ten and no/100 - (10.00) .feet to a stake; f Thence running North 820 36' East, one hundred five and no/100 (105.00) feet, to a stake at. Chase Street; Thence running South 7° 24' East by said Chase' Street, ten and no/100 (10.00) feet, to a stake and the point of beginning. As shown on a plan of land entitled "Plan of Land - Hyannis Barnstable-Hass. as surveyed for Sandwich Co-operative Bank, Scale 1" - 301, March 1958, Whitney s Bassett - Architects i Engineers, Hyannis, Mass." recorded with Barnstable County Registry of Deeds in Plan Book 142, Page 97. PARCEL II: Beginning at the Southeasterly corner of the premises (marked by an iron pipe), which point is the South- westerly corner of land of or formerly of Ellen M. O'Neill; Thence S. 610 221. 44"17. in line of land now or formerly of Pauline L. Doody, and land now or formerly of George 8. Doody; eighty-one and 10/100 (81.10) feet, to a concrete bound; ALA 9CHIWNO �! AR0111Wft AT MA 1 • t 1. 80OXMIROE OV Thence N. 230 009 30" W., in line of la.nd now or formerly of Caroline M. St. Peter, forty-one and. 85/100 (41.85) feet to a stake; Theme N. 610 15' 30" E., in line of other land now or formerly, of Lillian F. Robbins and Alice M. Robbins, + seventy-eight and 56/100 (78.56) feet to a stake; and Thence S. 260 30' 00" E., in line of land of or formerly!! of Ellen M. O'Neill, forty-one and 85/100 (41.85) feet to the point of beginning. i As :shown on a plan of land entitled ":?Ian of Land in Hyannis, Barnstable, class. Belonging to Alice `1. Robbins, et al ( , ' Scale I" = 20' Sept. 12, 1942, Nelson Bearse, Civil Engineer, .I l ( , Centerville, Mass.", recorded with Barnstable County Registry of Deeds. For my title see deed of James R. Peterson et ux dated June 24, 19dl, recorded with Barnstable County Registry of Deeds in Book 3311, Page 170. WITNESS my hand and seal this dAy of *01t,4,6!g4_ 1981. D. 'Johnson COMMONWEALTH OF MASSACHUSETTE '/ [ Barnstable, as. �YfSV�/Y11 /?�1981� Then personally appeared the abov named Walter D. Johnson and acknowledged the foregoing in trum :nt to be is free act and deed, before me i ary Public i My commission ex 'rest /7 REC"I'ELD 149V 681 7-7 MEMO w, "��$�7L - � � z -��. '"�`�'�m��Z ✓Ea`"��,�� ��, � ? .#�54 4 `�,� -�,�� -v�.,�� '$a� tea' z �,��. me Al 4- a¢ i sJ'li$ J��._W`� ` # , �#55 N 10 9P30#6$4 #1s 08255. # � OEM S1 83082 © 3Q81�83' il NO Q ry 12 t #67 x 3086�4 3071�7 r le"w-. �' G wp I7095307283qu t ',µ-8639,3 � _ U I k" `� �:�`,� � -�CU ,�"- rz:aSJ$ !` Vg RMIM IRS qg WER '�`s i� ram` «,. F r_S r` ml''�� #ZQ' I vi ,. ��,. ,, a?,d�' .-f� `��'� ': ',����.-� y `� s,:� � •* �'ram,. �„ ''. "�-'������;�`� �s ��'�,�'�? � ,��,y�l.? �` � .� .��"'.�'>;' �'�� � ' ��� • � �,����� ,, � � .tom��-� ����'�� �"a �a�'s c AP R Ml - ........ ... . ��� y.y � ✓ 4 � A of Ie � .,� �-� '� " .'�: �'£ �'-€d.- �("c�`i�° � *' (' ,��r:� �''•� � ��`. '�� ��i - � �`°.z ����a-r�� ���,��_ �:��,�,� ra�a?' ��,�.,�a�`ra ��`+� ...-s,� a�� "u�"�' ,`.�. -�p-k -€ ,t R„G .. y 3 N Fi 11.......... IF M.4,&/0J0F 4. FISO- .v ay's�►sr�"� ier. s� ` i824Q' -now .h Q its ah � Q.s` p N' Fill ALAeyv/Yl yOM014.A. ,�Eis.eew�Yl. O�I/,�itr tr � eA A► I h cf14 BARNSTABLE VU-0 ;,u Y OF MUS i JUN "19 78 tj 9 . t•, 45 M Q,. M RECORDLD •r r. ..y.,r,w.,t This Plan does nQt require I t approve] of the Poe.rd Of Survey �URVEY up RZ AN 0tAZ VAA0• VYA V 11%5-A0 P/VT7WAALo e, Miss. Aa Sa.�✓4y�o /�oq o � .64'.0 A.A /iwcv SO rsAr /9,,4"8 yV Virv�y E•,D.4sse A.�rcvi�►-,Cc�1E�wciw,e�.es • 3 � .yy.Qwwis. M�ojs. , "P Y5 wA 14 A 1IM06A16A 9 7 1� NOTE.- SETT TP LOT LINES SHOWN ARE COMPILED OF POND HYANNIS ABUTTING PLANS 12157, 142197 & DEED 33911026. IT CZ MIDDLE IS RECOMMENDED THAT A PLAN SUITABLE SCHOOL FOR RECORDING AT THE REGISTRY OF DEEDS BE PREPARED - UZ p p TA RA a x A.M. 308 p 5. a HYANNIS LOT 187 1 � M = GOLF COURSE HURRAY OAK t GRO PT 3,35 �, f>,, CEM to N660 RIGS `� STETSON t oo=� �0 10 106 1 OAK�NECK 4�i (FND)i O o PARCEL I CD-C:) LOCUS MAP A.M. DEED REF 26 PLAN REF 121570& 142197 l LOT 185 85 ASSESSOR'S MAP- 308 PAR. 186 6,,E 9�I N ZONING: „RB•• , Q, 1A 2/ CURRENT SETBACKS.- 20 -10 10 �61PLp�1��EE� PARCEL H 1� � 6p 56 AREA=.07ACRES CD �6• �6• A.M. 308 = PLOT PLAN OF LAND LOT 186 LOCATED AT.• 55A CHASE STREET DECK HYANNIS, MA. A.M. 308 LOT 184 ul , ,, PREPARED FOR. ,� . •�....,....,. ,� D JUDITH M PETRILLO LOM 308 T 255 0 OCTOBER 21, 2004 A.M 308 SCALE: 1"=20' LOT 182 REV C.a. s® . OF 17,4, d® REV REV A.M. 307 ® � LOT 127 ® YANKEE SURVEY CONSULTANTS ® UNIT 1, 40B INDUSTRY ROAD `a�✓ 'v,l MARSTONS M�� MSS. 02648 TEL- 428-0055 FAX 420-5553 SHEET I OF 1 JOB ,01• 53746 JF PAG E 7 " OOK SOUTH ST. 12 e iVIE t G ti 13MLONG/lV'G To ]i-AxTr.R 5W B Ft J%nir 0FtD . `: � CriARLF:B fi. :�� Trto:►tas OT1s . - $GJ�1�F. 1 ■L�3CH C 30 F'FSFCIr . . i, .. • .w 'lL ~wRy! •aoeelKS 1, _ - r n 73C! Y s NY, O Iwl"�a s..y 31 30 29• utw► E. aemeN - N rd 6 E 2059 26': - / STREETS ; 6 F � � Auc[ ev�eca+R► • I pARTMOV_T_M � � Z 25 .. w } v f VALE S1,REET V. 3634 j 1 Z - t _ 2+ 37 Tier as + Q., 42 Ll _ +0 r 39 STFMEl KAPVAM 21 - jl r - 1 20 L am• 44 REICRKD PWAICM a rd +1 3+L7 !l'A GRAY 7 nELSaN OCARSE StA+1rC70R CEWP-Rvr'-E, MA3. G019'KRs. i roar RAMS 7 , _....__._,..._..- ..-._._.......___._-_.._,_....._._.............._....__ ___._._ -._.__- " _.._ ST -SOUTH - ^ yL,��li } 7�Yr11N�7IS � �'1.�"�•S'.S• - j3l:LOrgrirwG To 'ter - �r.Q• S _ _ .JOH;•t n. nAXTI^:R ERTTF:ST S..HR/-iDF'ORD r + .' ��`?"�_�;�� CHARL.F:S fI. �Yf: T2i0?►7.�5 O'I'L.9 i9`_'4 - IM 2S V. ' 27 n SDto 1 p '1 0.w meant" 32 3. 30 29 2i MINA E. COMEN - - 20&rso A 26, V - � 7 AUGC OC«OVCOIYR . pART'MOLITH STREET ; Z r . O ' r ! t �► v 3 zy 3 t YALE N 34 3y 36 9A -i . .. WARY R. MART . Z 31 � 3 � 3e r 23' 4 AO 41 42 s _ f iAb - .w STREET {� A T i RARVARD 43 II 4S M av- 20 44 - 3413 i . - ►A TPIA L SROI/E"W" - " - NEL5CM SF-ARSE SURMItR . - - CENTr RNI:-�L, ►SASS. I nala a Fwr i AOIUS Hoyt: ,f i G r VV IcA 14 ul c• BARNSTABLE, I F-CIS t Ry OF OFr11 3 9 t-1 4 5 M GL m This Plan doee nUt require ".approval of tho �9&rd Of SUM ,tom$ , o rc I v e(j, 504N4 WICAt . A a � �tint✓.�r�y�o. /�o At CO OPPRA rl .��.o�..,n► //wc v•Bo rs ar NIA,e c v /9..48 YV f,//rN E-Y E•,f3Ass�� A.eCM/T,CCj:�C�ANC/N�E'��E3 ,vyAN,W-4, M AS. 97 o�c ' r - t • Ply •. NOTE.. AUNT SETT so��� LOT LINES ~SHOWN ARE COMPILED OF HYANNIS ABUTTIN PLANS 12—57 & 142—97 IT _ CZMIDDLE IS RECOMMEN THAT A PLAN SUITABLE SCHOOL FOR RECORDING AT THE REGISTRY f x OF DEEDS BE PREPARED TARA a HYANNIS / a GOLF COURSE A J r t,1 HURRAY OAK t GRO VE Q i / CEM. gjGT STETSON 0 10 OAK NECK / CEM 0� FND� / / LOCUS MAP r ASSESSORS / ASSESSORS J1 PLAN REF 12--57 & 142-97 .. LOT 308-187 4+ ` N LOT 308—!85 u\ ASSESSORS MAP. 308-186 S0 cr ZONING.- "RB o ORIGINAL SETBACKS: 20'-10'-10' O P ff ,06 �611� 20 20 w ` PLOT PLAN OF LAND S rL o_ rn LOCATED AT f q � 55A CHASE STREET S MA. ASSESSORS HYANNI LC 308-184 to #55A PREPARED FOR. JUDITH M PETRILLO OCTOBER 18, 2004 \ ASSESSORS r. REV rFNo) LOT 308-182 REV- REV' ASSESSORS LOT 307-127 f YANKEE SURVEY CONSULTANTS UNIT 1, 40B INDUSTRY ROAD P. 0. BOX 265 MARSTONS MILLS, MASS. 02648 ' TEL• 428-0055 FAX 420-5553 A SHEET 1 OF 1 JOB ,¢! 53746 JF AUNT NOTE.- B soy LOT LINES SHOWN ARE COMPILED OF PONn HYANNIS ABUTTIN PLANS 12-57 & 142-97 IT SCIHOOL IS RECOMMEND THAT A PLAN SUITABLE x x FOR RECORDING AT THE REGISTRY x OF DEEDS BE PREPARED m a x TA RA l � HYANNIS v GOLF COURSE HURRAY t OAK GROVE F CEM. gIG a' STETSON t 10 / OAK NECK o / CEM" p� LOCUS MAP (WD) ASSESSORS ASSESSORS LOT 308-187 ` N LOT 308-185 PLAN REF. 12-57 & 142-97 , ASSESSORS, .MAP.• 308-186 •aO ZONING: "RO" y �_ C ORIGINAL SETBACKS: 20'10'-10' 1 �4,06 .� 20' PLOT PLAN OF LAND 1 0_ ,� o cp LOCATED AT.• 55A CHASE STREET `s ASSESSORS HYANNIS MA. .8 %,•t.,_ 9'g! DECK � A,S� � LOT 308-184 N ,,#55A „ ,r PREPARED FOR.• / . • � Ile , JUDITH M PETRILLO �-o "' OCTOBER 18, 2004 ASSESSORS REV- CB. LOT 308-182 REV (FND) REV- ASSESSORS YANKEE SURVEY CONSULTANTS LOT 307-127 UNIT 1, 40B INDUSTRY ROAD P. 0. BOX 265 MARSTONS MILLS, MASS. 02648 TEL 428-0055 FAX 420-5553 SHEET I OF I JOB #• 53746 JF L