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0033 MAYWOOD AVENUE
-71 3 3 MA-y } Ac-i f F I PZ - � I 3 w f If ri G � 1 i ~• '' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'r •SEPTIC SYSTFE Map Parcel'` C - � INSTALLED IIV,CCI�I��,���y�Permit# Health Division r WITH TITLE S Date Issued c5� LWITH CM-i Conservation Division lC �`"� � G 7 i TOWN RECI��.A 6 E s e Fee �1'3�_,3 -7 Tax Collector .( - Q (�. ^9 aoo0 Treasurer-' ��_ Planning Dept. AvNu 14'6 3 1963 19?CP# /� Date Definitive Plan Approve by Planning Board 0 \'��YY Historic-OKH Preservation/Hyannis eA11e� Project Street Address 33 Maywood Av'enue (` �7- QL FJS Village Hyannis Porte r Owner Max Kennedy Address 33 Maywood Avenue, Hyannis Port Telephone 771 -4498 Permit Request Construct new Guest House 241.' . x 43 ' 6" Square feet: 1st floor: existing proposed 1 ,04,6�nd floor:existing proposed 1 ,044 Total new 2 ,088 Estimated Project Cost 461 ,*" Zoning District RF-1 Flood Plain Groundwater Overlay V121/o/ Idol.- Construction Type Lonna Lot Size 1 .43 Acres Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. / 3 Dwelling Type: Single Family W 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 2 Half:existing ' new Number of Bedrooms: existing- new 4 Total Room Count(not including baths):existing new 4 First Floor Room Count' 2 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 Q.No If yes, site plan review# Current Use Residential Proposed Use BUILDER INFORMATION Name E.J. Jaxti.mer , Builder , Inc ; Telephone Number 778-4911 Address 48 Rosary Lane, Hyannis License# 003251 Home Improvement Contractor# 110609 Worker's Compensation# WC97-695028 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO M mber' s Dumpster SIGNATURE DATE _ a FOR OFFICIAL USE ONLY y'PERMIT NO. ' DATE ISSUED - MAP/PARCEL NO. Ara f _+ `� - { r ADDRESS . VILLAGE OWNER # DATE OF INSPEC l'6 N: FOUNPATIONStv - t vr� ! FRAME• � INSUL:ATJO FIREPL•A6,E- kr ELECTRICAL: ROUGH 1 FINAL PLUMBING: ROUGH FINAL GAS: ROUGH'-,. FINAL ' FINAL BUILDING ` ' '. I i DATE CLOSED OUT ASSOCIATION PLAN NO. , f'r j ti TOWN OF BARNSTABLE ' BUILDINGsPERMIT PARCEL ID 287 129 GEOBASE ID 19076 ADDRESS 33 MAYWOOD AVENUE PHONE HYANNISPORT ZIP — ,J LOT 2. 2 &' 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT()4U N D PERMIT 46313 DESCRIPTION ACCESSORY GUEST HOUSE --�;Q-- IERMIT TYPE BUILDA �. TITLE NEW BUILDING PERMIT ACCES ;-("( f' CONTRACTORS: E.J.JAXTIMER, BUILDER, INC. Department of Health, Safet ARCHITECTS: ��'" y ,and Environmental Services If 5�A TOTAL FEES: $744.37 BOND $.00 �' '�iYv►E THE CONSTRUCTION COSTS $240, 120.00 "�{• 101 SINGLE FAM HOME DETACHED 1 PRIVATE P ;' F s H��ILEA . ibg9. BUILD 5 , BY .,.. DATE ISSUED 05/24/2000 EXPIRATION DATE TOWN CIF BARNSTABLEBUIT,,DlNa PERMIT � PARCEL ID 287 129 GE011ASE ID, 1907E Alb REs 33 M YWOOD AVENUE PHONE HYANN I SPORT t- z T P ITT 2 ' & 1 BLOCK LOT SIZE ., DBA DEVELOPMENT DISTRIC' . j PERMIT 46313 DESCRIPTION ACCESSORY GUEST HOUSE PERMIT. TYPE BUILD, TITLE NEW BUITZING PERMIT ACCES 24 CONTRACTORS: E J.J'A.XTI : R:, BUILDER, INC Department of Health,'Safety ARCHITECTS: �,\a .d Env ronmental Services TOTAL ,FEES: ,. $744.37 BOND s.00 '.CONSTRUCTION COSTS $240,120.00 1CI'1 SINGI.,E FAM DOME DETACHED 1 � PRIVATE, * A NsrABI.E, +' rlAss. BUILDIN- DIVISION 'BY DATE ISSUED '' /24/2000 EXPIRATION DATE +:..�+M w'— .++F'..JwoN.N.AM.Y.'.Yuf+.r.ut.r.M:.<ww.:wn.t..tr?.a'Y++....-+. YHA ._ •tik .V!r+i THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK;OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE,APPROVED BY'THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE-CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND I.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, :SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE,A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE_. .. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i - 2 2 2 . 3 1 HEATING INSPECTION APPROVALS ENGINEERING.DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- _'INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX . CARD CAN BE ARRANGED.FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT. IS ISSUED AS TELEPHONE OR WRITTEN N0TIFICA- TION. NOTED ABOVE. TION. - I I i I I. I I I I I I I ' I I I I I I I I I I I r .I r 1 v t)j)p 7'jU4L5 if;`rLOF' L1F ,i(Pl ASSOC r�,uL iJ1 t cic��oa �si9n �.veruF�1.7 _q, 28 1MtrtlEa�ts�pG��7c::.7 - who- J�fionc E* lax (508)790-4686 s • May 16,2000 E. J. Jaxtimer ,Builder, Inc. 48 Rosary Lane Hyannis, MA 02601 I)RE: Max Kennedy Residence -Foundation Hymu*ort,MA Dear Mr. Jaxtimer: I have reviewed the existing masonry foundations that is trader constrc:ctk;n. A review of the anticipated vertical loads in accordance with d*Massachusetts State Buildinl�Code, 6' Edition indicates a tnaaimtan wall pressure for vertical loads of 16.2 pounds/:;gwJVe inch. The Tcapacity orthe.wig using a corisen,ative block/mortar strength of 1800 n i-bead: an allowable ;pressure of 450 pounds�square iza-h Care should always be taken in backfilling the foundation once the first I7 aor is connected. 1-With a soil pressure conscm. tively near that of water, the ft Luidation systenx)eX;eeds the design strength required for surt. If you have any questions,please do wt hesitate to contact me. Sincere) �:. tx vo.2rrro , 1; R. Grego 1 �'`g QST :41F l a _ v; ,mot 5 J I 'c-- • e�;�`JDvbot I:;'v'LUR L�E'�iGfr! ra'��rUC F'i;cat 01 JO® TAYLOR DESIGN-ASSOC., INC. SHEET NO. 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WW.toro s.VW.0ig7{.Tc Cadet V^U"F'+").FREI:d61Yl6w j -RDNE MUGNIER ASSOCIATES, INC, 4 STRUCTURAL ENGINEERS 66-70 UNION SQUARE SUITE 204 SOMERVILLE, MA 02143-3032 PHONE(617)666-5566 FAX(617)666.4115 May 12, 2000 Bob Bratvet Judge Skelton Smith 16 Joy Street Boston, MA 02114 RE: 33 Maywood Ave, Hyannis Dear Mr. Bratvet: This letter documents our observations made on May 11, 2000 during our visit to the referenced address. The purpose of this visit was to observe the progress of the work. This report is based on our observations, qualifications, and information provided to us during this visit. It does not claim to be an itemization of all structural problems, and is intended only to provide the client with a general idea of the structural problems observed during the walk-through inspection. I. OBSERVATIONS During this visit, we observed the roof framing of the house, which appeared to have been built properly, see pictures, unfortunately the superintendent of the job was not present. We noticed that there was no set of structural drawings on the construction site, in spite of the fact that there was much work progressing at the time of our visit. We became particularly concemed at the new construction on the left side of the house where 8" block had been erected instead of 10", which were called for in our drawings (photos 8, 9, 10 & 11). We could not see.any reinforcements inside of the blocks. Note that the 10" block behave much better under pressure than the 8" block, and also they allow for better protection against moisture exposure, on the reinforcing bars, given the fact that this wall will be in contact with the earth. It was impossible, unfortunately, to communicate with the contractor who became violent, insulting, and menacing during this visit, and shortened this visit before we could even mention to him that one portion of the foundation was extremely improperly cut and presented a hazard (photo 12). This area should have been properly shored. f 1 i Note that, we never received any information that the walls were to be changed to 8" and non reinforced, this is much too thin in our opinion, let alone the fact that this house is at times exposed to heavy winds. We would have been willing to slightly reduce the reinforcement but not the thickness of the walls. Note also, that in the first floor the plate has been over cut in one area without reason as you can see in picture 1 and 2, also the members shown in picture 1 and 2 roof rafter and floor joist are very improperly supported. Conclusions in this report are based on the normal working life of various structural items. Predictions of life expectancy and the balance of useful life are necessarily based on industry and/or statistical comparisons. It is essential to understand that actual working conditions can alter the useful life of any item. Previous use or misuse, irregular maintenance, faulty manufacture, unfavorable conditions, unforeseen circumstances and acts of God can make it impossible to state precisely when a specific item would require replacement. The client should be aware that certain components at the referenced property may function normally at the time of the inspection, but due to their nature may deteriorate rapidly without notice. Should you have any questions, please feel free to contact me. Very truly yours, R gn' , PREA, Principal RENEMNSSOCIAT ES, INC. RM/ 2 33 Maywood Ave. , Hyannis RENE MGNIER ASSOCIATES, INC. JOB U Structural Engineers SHEET No. of 66-70 Union Square Suite.204 CALCULATED BY DATE 5-11-00 •SOMERVILLE, MASSACHUSE17S 02143 (617) 666-5566 FAX (617) 666-4115 CNECKEDBV DATE SCALE i. 6 x - AZ -- rrnrvrrt+n.i iiCi,+.+M•.`nSRi.un• 11 33 Maywood Ave. Hyannis RENE MUGNIER.ASSOCIATES, INC. roe Structural Engineers SHEET No. of 66-70 Union Square Suite 204 CALCULATED BY DATE 5-11-00 SOMERVILLE, MASSACHUSETfS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED By DATE SCALE - �w i 2 33 Maywood Ave. , Hyannis RENE MU:GNIER ASSOCIATES, INC. JO8 - Structural Engineers SHEET No. OF 66-70 Union.Square Suite 204 CALCULATED BY DATE 5-11-00 SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED BY DATE SCALE 9 • 3 nnnrv�r m�i en�io ch••.mc.i io.�M. ', 33 Maywood Avd. , Hyannis RENE MUGNIER ASSOCIATES, INC. JOB Structural Engineers SHEET NO. OF 66-70 Union Square Suite 204 CALCULATED BY DATE 5-11-00 - SOMERVILLE, MASSACHUSETTS 02143 (617). 666-5566 FAX (617)"666-41.15 CHECKED BY_-- DATE -- SCALE nE � e 7 J F 33 Maywood Ave. , HYanPis RENE MUGNIER ASSOCIATES, INC. roe Structural Engineers SHEET No. of 66-70 Union Square Suite 204 CALCULATED 8v DATE 5-11-00 SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617).666-4115 , CHECKED BY DATE SCALE AW w �� � ��� ��: �'� _ - / •ice. _ t _ �e ,..nn+nreamNr r.h.y.,n5.i rqee..p - _ 33 Maywood Ave. , Hyannis RENE MUGNIER ASSOCIATES, INC. JOB Structural Engineers SHEET No. of 66-70 Union Square Suite'204 CALCULATED BY-- DATE 5-11-00 - SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED By DATE SCALE nnnn:inf^n11 RIn+!•,hr..1-:7A.I IN 1„11 33 Maywood. Avd. , Hyannis. ., RENE MUGNIER ASSOCIATES, INC. JOB Structural Engineers SHEET NO. OF 66.70 Union.Square Suite 204 CALCULATED BY DATE 5-11-00 SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED BY DATE SCALE a "ga a g Y 33 Maywood Avd. , .Hyannis , - RENE MUGNIER ASSOCIATES., INC. JO8 Structural Engineers SHEET No. OF 66-70 Union Square Suite 204 CALCULATED sv-_ DATE 5-11-00 SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED BY :._- DATE SCALE sed09 qq�Y 4y �� 'Ala a`q3sr _ M, Q 33 Maywood Ave`. , Hyannis RENE MUGNIER ASSOCIATES, INC. JOB - Structural Engineers SHEET No. - OFF 66-70 Union Square Suite 204 CALCULATED BY DATE 5-11-00 SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED BY DATE SCALE r . xw tip 'gi 41 Pt Kf nnmrr^n L r R:•a<h.e.,nS.i rc.r..l ' i 1 OIL-in I- € ' gty�� R 3 � A NN { A > . 33 Maywood Avd. , Hyannis RENE MUGNIER ASSOCIATES,-INC. JOB 'Structural Engineers SHEET No. of 66-70 Union Square Suite 204 CALCULATED BY DATE 5-11-00 • SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566. FAX (617) 666-4115 CHECKED BY DATE SCALE . _ ;r •=;;RgV(R nigh � :�y :. . z ' ". _ v.� �i •;� n a ,i.C71 1 8D?40iYVAP{ s �_; � r-.._ � � �� E M1� .. a � I 11 . MV WY 4p a- ..affig A 1I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2-° Parcel Z. Application#ZY) C� Health Division Date Issued^ Conservation Division f%�� ! Application Fee Tax Collector • Permit Fee Treasurer Planning Dept. t. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 33 01 e,-V Village `!t kt i o'-�,uw--T- Owner T o5�i� u==�( Address 1 ti L;.)e- �d I� `�_' -,Q�T- Telephone a Permit Request L :=f2 Square feet: 1 st floor:existing 00 proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValuatioRt" 2.01 00-b Construction Type k100 - Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 75- ec,vi Historic House: ;`Yes ❑ No On Old King's Highway: ❑Yes XNo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other S L� . Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 3 new Half:existing i new Number of Bedrooms: existing new Total Room Count(not including baths):existing I I new fi First Floor Room Count S Heat Type and Fuel:AGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing 2- New Existing wood/coal stove: ❑Yes Flo 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 BUILDER INFORMATION._ _/ _U-E3!!"c,�!�� v 3& - Name 7o c e 1�j OA,f vi C- v' Telephone Number 1- 13- y 99 - 1 ,3 6 Address A esN (2-8- License# e tv ,cnn Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1�� Vt 71 S u1�F L � f SIGNATURE DATE cl d� ,r � FOR OFFICIAL USE ONLY ARPLICATION# n DATE ISSUED ' r MAP/PARCEL N0. , ,S Y. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION "" FRAME O�� D INSULATION G� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT s ASSOCIATION PLAN NO. rt p r f i . • "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): 1JDSL-Pt'( 1A-(-L,UII� 1 Address: 3-3 Ui csyf--> City/State/Zip: 14SIC,w h (I PU)U ' iM+, Phone.#: 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 1 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.)j�pRemodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an ca aci employees and have workers' ' Y p. t'• $ q ] 9. ❑Building addition [No workers' comp. insurance comp. insurance. re required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions officers have exercised.their 11.❑Plumbing 3. I am a homeowner doing all work g repairs or additions right of exemption per MGL m � P P ,self. o workers co Y � comp. 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 affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. YContractors 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: 3 3 1M fY w udb City/State/Zip: ( h k►,l t 7a se-7- V01!{-. 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 e ' under t e pai nd pen 11ties of perjury that the information provided above is true and correct aim / Date: Phone#: l,(o I M 143t. 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 oin engaged i joint enterprise,and including the legal representatives of a deceased employer,or the .en g g n a J 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 necessary,supply sub-contractor(s)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 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 r 600 Washington Street Boston, MA 02111 R Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.govldia OF THE r Town of Barnstable Regulatory Services BARNSfABLE, : Thomas F.Geiler,Director MASS. 1639• p.0 Building Division lFD 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 Y Please Print DATE: I J7_1 D JOB LOCATION: 3.3 VM fY Ww b .Z Ll o L S ISO f2'T— number street village "HOMEOWNER": `Jvs� C�hl 1 '.� L ` �y3� �' 1�- -y name home phone# work p one# CURRENT MAILING ADDRESS: (?_-1 Vj C- S LQ.V �Z.(�. l>Cj_VV awi' W1+. zq 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 HOMEON'VNER 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 um inspec'on procedures and requirements and that he/she will comply with said procedures and r u' ements. Si ature of omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the.provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor,(see Appendix Q,_ Rules&Regulations for:Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case',our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully,aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by; several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt oFjHETo,,, Town of Barnstable Regulatory Services BMWSTA. Thomas F.Geiler,Director 'OlFnr�►d°i 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 Sectio' If Using A Builder . , � 1 I, EF 0-0 Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work autho ' b this'building Permit application for. (Addre s of Job) Signature of Owner to Print N/errttyv If Prowner is applying for permit please complete the Hoideowners License Exemption Form on the reverse side. QTORMS:OWNERPERMISSION Generated by REScheck-Web Software I i Com n if Compliance Certificate to p a Report Date:01/31/08 Energy Code: 2000 IECC Location: Samstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: Compliance:23.4%Better Than Code Maximum UA:265 Your UA:203 Ceiling 1:Flat of Scissor Truss 360 19.0 0.0 18 Wall 1:Wood Frame,161n,o.c. 304 19.0 0.0 16 Window 1:Wood Frame,2 Pane wl Low-E 33 0.340 11 Floorl:All-Wood Joist/Truss Over Uncond.Space 3602 21.0 0.0 158 Furnace 1:Forced Hot Air(Non-Electdc)90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature D to Project Notes: Joseph Fallon 33 Maywood Rd. Hyannisport,Ma. Garage conversion to family room I Project Title: Report date: 01/31/08 Data filename: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Date:01/31/08 Ceilings: ❑ Ceiling 1:Flat or Scissor Truss,R-19.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame,2 Pane w/Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floorl:All-Wood Joist/Truss Over Uncond.Space,R-21.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air(Non-Electric):90 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,.or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: 0 Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the Insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181 A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ' ❑ The HVAC system provides a means for balancing air and water systems. Temperature Control: Project Title: Report date: 01/31/08 Data filename: Page 2 of 4 e r ❑ Thermostats exist for,each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Lj Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Ej Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date: 01/31/08 Data filename: Page 3 of 4 r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp.Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.6 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Tile: Report date: 01/31/08 Data filename: Page 4 of 4 REScheck-Web:Envelope Assemblies http://energyc6de.pnl.gov/P.EScheckWeb/envelope jsp?prevTab=Proj... Row: Edit plicate ] '� Move Up 1 !Move Down Dele Du te E Add: Ceiling] Skylight Wall Window Door Basement ETojE3 Crawl Cavity Continuous Assembly Gross Area R-Value R-Value U-Factor TM ffar3checkoWeb No title assigned--Code:2000 IECC 1 Ceiling: Flat or Scissor Truss 360 ft2 19.0 0.0 0.051 2 ; Wall: Wood Frame, 161n.o.c. 304 ft2 19.0 0.0 0.060 -' - - -- ------- ----------------------------------------------------------------------------- -------------- ---- 3 p Window: Wood Frame, 2 Pane w/Low-E 33 ft2 0.340 , 4 Floor:All-Wood Joist/Truss Over Uncond.Space 3602 ft2 21.0 0.0 -1 1 of 1 1/41/70OR R-17 AM r %A.OF c 0/0 p miCHELE CUDILO m 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS33 �,kYt$ • 0 E MASSACHUSETTS STATE BUILDING CODE- No.34774 �i'rNV�6�PQ ttP.�1 y�q STRUCTURAL c �e AWC Guide-to Wood Construction in High Wind Areas;110 inph Wind Zone of - gFci � \ate Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' �•Of�;AI-�v Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) ................. ............... .............. 110 mph _ Wind Exposure Category ......................................... ..........0 .. �( — 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Roof Pitch . . .., stories s 2 stories — (Fig 2) .� �'?.3..12..TU. IL,12s 12:12 Mean Roof Height ........................ (Fig 2) .... -4-ZS ft s 33' — Building Width,W ....................... (Fig 3) ... ,............ ft s 80' — Building Length,L .............. ......... (Fig 3) ...... ft s 80' Building Aspect Ratio(L(W) .... ........ .. . (Fig 4) l�� . ... . ...... .. ......: l :1 s 3:1 Nominal Height of Tallest Opening' . ...... ... (Fig 4 ���'s 6'8" ) . . .. ..... .. ........ e,1.3 FRAMING CONNECTIONS 'R't} General compliance with framing connections.,. (Table 2) 2.1 FOUNDATION — Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry ............. ............ ............ .. ....... ........... _ 2.2 ANCHORAGE TO FOUNDATION'•' Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general.................. (Table 4) f4) S —1 in. _ Bolt Spacing from end/joint of plate ........ (Fig 5) oli in.`!`6"J 12'. _ Bolt Embedment-concrete.............. (Fig 5)...... .........."...... .�in,1 7" Bolt Embedment-masonry............... (Fig 5) in. t 15" _ Plate Washer .................'........ (Fig 5) ................... x 3"x 3„x t/4, 3.1 FLOORS Floor framing member.spans checked ......... (per 780 CMR 55.00) .................:.. Maximum Floor Opening Dimension (Fig 6) .....................G 12.ft s 12- Full Height Wall Studs`at Floor"Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks. r Supporting Loadbearing Walls or Shearwall (Fig 7) ......... ..... . .......• left s'd Maximum Cantilevered Floor Joists _ Supporting Loadbearing Walls or Shearwall . (Fig 8) ...... ................. =ft s d Floor Bracing at Endwalls .................. (Fig 9) ......., . _ Floor Sheathing.Type ..... .............: (per 780 CMR 55.00) ......... Floor:Sheathing Thickness ............... • (per 780 CMR 55.00 _ Floor Sheathing Fastening .................. (Table 2)-•d nails at_o in edge/1:in field 4.1 WALLS Wall Height Loadbearing walls.. ...... (Fig 10 and Table 5) .. .... -Eft s 10' Non-LoadbeiAng walls ........... ..•. (Fig 10 and Table 5) ...... ..L ft s 20' Wall Stud Spacing ..................... (Fig 10 and Table 5) ...... .Q in.s 24"o.c. Wall Story.Offsets ....... ..... .... (Figs 7&8) .... ............ ..lift s d _ 4.2 EXTERIOR WALES' Wood Studs Loadbearing walls . . ,........ (Table 5) 2x - ft Din. Non-Loadbearing walls .......... (Table 5) 2x� ( ft in. Gable End Will Bracing' , lull Height Endwall:Studs............... (Fig 10) ........WSP Attic Floor Length (Fig 11) .............�..a... ..... . GyAsurif Ce.l;ng Lng*b(;f SD.,e."a ��B l I) .......•. •••••••. '—'— ..... .. —tr a and 2 x 4 Continuous Lateral race 6 ft.o.c..,(Fig 11).............................. u.9w or I x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking®4 ft.spacing. .end joist or truss bays Double Top Plate ... .......••• — Splice Length... .............. ......•. (Fig 13 and Table 6 Splice Connection(no,of 16d common nails Table 6 ) T ft 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) OF �SSQo 0 MICHELE y�. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDTIP� �Gc�sSo �1 z CUDILO j� V�-� ° No.34774 Cn APPENDICES U STRUCTURAL �yA�►�ISPe�2t�M' z Loadbearing Wall Connections Lateral(no.of 16d common nails) . ..... . .. (Tables 7) :.. .. .... . :. . . . .: .... . . .. 2 Z r�NM_�'v Non-Loadbearing Wall Connections — Lateral(no.of 16d common nails) . ... .... . (Table 8) 2- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.. ......... . .. .. ..... .... (Table 9) .. . ..... . . .. .. ft D in. i I V _ Sill Plate Spans ....... ........ . .... ... (Table 9) �ft:D in. s I P _ Full Height Studs(no:of studs) .... ....... . (Table 9) .. . . .. . . _ . ... . . . ... .. ... .. _ Non-Load Bearing Wall Openings(record largest opening but check all openings for com liance to Table 9) Header Spans...... ..... . . ..... ......... (Table 9) ��ft p in. s 12' Sill Plate Spans.... . . .... . .. ... . . . ... . . . (Table 9) . . . . . . . .—ft in. s 12" Full Height Studs(no.of studs) . . . ... .... . (Table 9) —_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Z 3 t� Nominal Height of Tallest Opening' ...... . . I . ... . . . . . . . . Es 6'8" _ . . . . . . . . . . .. . .. Sheathing Type .. .... .. . . . .. .. . .. . . . (note 4). . .. . .. . . w SP Edge Nail Spacing :. . .'. . . .. .. . . .. . . .. (Table 10 or note 4 if less) . . ...... . 3 in. _ Field Nail Spacing ..... ... . . ... . ..... . (Table 10). '2- in. Shear Connection(no.of 16d common nails)(Table 1 1_ Percent Full-Height Sheathing ... . .. .. .. (Table�PO 5`Ro Additional Sheathing for Wall with Opening> 8"(Design Concepts). .. . . . .. ... Maximum Building Dimension,L(�,5') — i Nominal Height of Tallest Openi ..... ..... .. .. .... ... ... . . . ... . .. . .. 2Ls 6'8" Sheathing Type ...... . .. .... . . ....... (note 4).. . ... Edge Nail Spacing . .. ... . ...... ... (Table 1 I or note 4 if less) in. _ Field Nail Spacing .. (Table 11)... ... .. . . . . . . . ..... . . in. _ Shear Connection(no.of 16d common nails) Table 11 Percent Full-Height SheathineL,'E&L ble,W..3.I.I.11So 5%Additional Sheathing for Wall with Opening 6'8" Design Concepts).... ....... Wall Cladding Ohl—t�, r'' Rated for Wind Speed? . ......... .............. 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang. ...... .................. (Fi re 19 G fts. 8u ) ...... smaller of 2'or-L3 Truss or Rafter Connections at Loadbearing Walls _ Proprietary Connectors t Uplift (Table 12). U= Lateral .. ....................... (Table 12)......... ..... . Sl 2�5A '# Shear.. .. 1. (Table l2)....... Ridge Strap Connections,if ar ties ..." .... S page 21(Table 13). Tom=plf g� Gable Rake Outlooker .......... .. (Figure 20) ^fly _ft s smelter of Tor IJZ Truss or Rafter druiecdons at Non-L oedbeating Walls " Proprietary Connectors Uplift ... . ...................... (Table 14).... ........... .... U=_lb. Lateral(no of 16d common nails) ....... (Table 14).... ............... L=_Ib. Roof Sheathing Type ... ........... (per 780 CMR 5 .00 and 9.00).. .......... Roof Sheathing Thickness ....{ 4) .1..4 .�jL in.2 7/16"WSP _ Roof Sheathiiig:Fastening ................. (Table 2) .Qxj�fp. N�� - Notes: 1. . This.checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780-CM R 5301.2:1.1 Item.l.If the checklist is met in its entirety then the following metal.Straps and hold Owns are not required per the WFCM 110 mph Guide: s SteeCStraps;per Figift5 b. 20 Cap<timpa per.Figure 11 c: Uplift Stiwps PerFignre 14 d. All Straps per Figure,17 e:'Corner>Stud Ho1d:Downs-per Figure 18a and Figure l8b 2. Exception Opening heights of up to'8 R.shall be permitted when 5%is added to the percent full-height sheathing req;iimr mnts;shown in Tables 0.end 11. ��soRom P,a,a•^ox�r:o�—to-hair tm a minimum 2 in.nominal thickness pressure treated*2-grade. 4. a From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height .Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/l/08). 780 CMR Seventh Edition O1055 f { l 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment —*MEN THM WOE RESTS ON AT S'ai oa,fI USE 9d NNLS AT 8 u O n :4 ►- � n u n „ ii M W lay u n n !l rii------ i y 4 i See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 1056 780 CMR-Seventh Edition 12/28/07 (Effective 1/I/08) j A 11'C Guide to f1%od Const►•rrctio►► in High fl'i►►d Areas: 110 ►nph fl'ind Zo►►e Massachusetts Checklist for Compliance (780(AIR 53011.1.1)' r r r r ' FIRAMING MEMIMRS r r EDGE EDIA r r f L , STAGGERED •IM N NAIL PATTERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPACING METAL Detail Vertical and Horizontal Nailing for Panel Attachment • 4 2x TOP PLATE V_ EAD 4 CFI HER r°t 6' NIN 3'IZ •I•j rl• NO. PANEL NNL SHEATHING TO .�� HEIGHT HEADER Al 3'o.c: B.W. I.1. .LI 1 2-2- STUDS NAIL THING AP RATED SHEATHING l i hl• TO EAC �ST110 MIN. 24/0 EXP. 1 7/1 V VS P I I ri' + •1•l 0 II 1j I •I•l FI• NO IrASTENERS 2-2y BLOCKNG AT '1'I l• O BLOCKING ANY PLYWOOD JOINT 'I.4 8d NAILS AT Yox. ALL.1.1 11• HEADETtS �PSTUDS •1•I rlLi .LI FI• 0 .L1 FI APPROVED HOOKED-END .1.1 W. WOOD CT.:ORS�l`E •j lONNEC WTTH lb AC I(•F 3-2x PLATES NAIL'SHEATHIN Gl _ C� rnrn[�TO EACH PLATE 10''i,P °'� �bS LL 1zv-7-AlLs - 40 70 4 �A OF t'A,,\S� 0'�V MICHELE CUDILO 0,I 0 No.34774 s U STRUCTURAL �s a � cF��Gf�hF..%.3i� -1 O_iL �1 ��gg, MICHELE. CUDILO, P.E. �E'"..A.a. y� 7ff�. Consulting. Structural En inee'r 123 Cottonwood lane, Centerville, Massachusetts 02632 s s A-v -:,. Drawn By: MC Date: '9¢- b2lo . Drawing 7 po74-; ) P t k Scale: AS NOTED Rev.4 0 SK File Name: Project No.: �� — GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts:State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi, 3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized, min. 5/8"diameter, 12"long,w/2-1/2"hook spaced '174 o/c,or in concrete piers w: Simpson ABU-series base: SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 1 10 MPH Exposure B.unless noted otherwise 3. StructuralSteel: (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter:punched holes: 9/16"diameter. b. Welds Shop weld cap and base plates to columns;shop weld bearing plates to beams: use E70xx electrodes. Altematively, field weld by certified welders. ' c. Deflection Criteria: L/360 total load deflection. 4. Timber Framing: a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=I000psi, E=1,300,000 psi,or better. b. Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam r-- (PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_pe750 psi, Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements;with all nail holes filled,with the size.nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16 �o/c: Rafter to Ridge Plate: Collar ties mina I.x6@ 48"o/c at top or Simpson Straps over top.of,plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.3A c. Band Joist: Simpson straps at:48"o/c: CS-14R-50.5"centered at band joist 6. Bolts:. Bolts in wood`.framing;shall-be standard'machine:bolts unless noted otherwise.Bolt holes in wood shall he 1132"larger"than bolt dtamctcr.;Bolt heads and nuts shall.bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a.,Blocking shall be.sol►d blocking,.2x minimum,and full depth of member. b. Stud Walls.:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.NailinjzSchedulc. Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-Od toenails ea.end,or 2-16d end-nails ea.End d. wew Framing:Provide 2x`blocking for 2 joist/rafter bays and spaced 48"o/c in joist and'rafter plane at all edge of I plywood edges to this blocking `O9 8. Nailing Schedule: . MiCkELE cyN All nailing shall be in accordance.with Appendix 120.Q,unless noted herein specifically. y MultipleStuds 1'6d @ 12"staggered CUDiLO a.All nails shall?be common wire'nails. No.341 e b Sub-bore where nails tend to split wood. STRUCTI!1 trLL 9. Headers less than 4 0",use 2-2x6;all others per MA State Building Code Table 5502. (1)an (2T. ro q r t FGIs - cat ' c MICHELE; CUDILO I o o•, arcs, en "tile. " oseac u 0 a32 33 MkYVV_tD Q l l V Z Drawn By: MC Dote: 10 ,�.,,0 Drawing Scale: AS NOTED Rev. 0 SK- 2 file Nome: ()G) Project No.: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map 2,97Parcel Permit# 8 Health Division - <%s 9 l Date Issued Conservation Division Fee 'Tax Collectorh lop A- INL61wl. , Treasurer ►� Planning Dept. t �` Date Definitive Plan Approved by Planning Board } Historic-OKH Preservation/Hyannis k y Project Street Address Village/ A--^J#.A i f Owner= AI-) 1 CA �'�X Address `{ ✓1'liI,) 7 Telephone 60/`7 Permit Request � itc0 S� -K �- , 1P�o �• Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost ZS 0<5c, Zoning District Flood Plain Groundwater'Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House. ❑Yes ❑No On Old King's Highway: , 0 Yes ❑No Basement Type: .0 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 r new Total Room Count(not including baths): existing t - 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 0 new size r 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 ' BUILDER INFORMATION Name Telephone Number 5'o Address , T�-� r���—�, �-/s c., License# dDYo i4z ` /fa Home Improvement Contractor# ✓924, 0 r E2-C Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S 1 a e+7—rC�Z DATE - SIGNATURE .��' i - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' MAP'/PARCEL NO. ADDRESS }•' VILLAGE t - OWNER DATE OF INSPECTIO - FOUNDATION: FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL -' PLUMBING: ROUGH FINAL GAS: ROUGH f FINAL- FINAL BUILDING DATE CLOSED OUT - r ASSOCIATION PLAN NO. x r • r "i 1 The Town of Barnstable Department of Health Safety and Environmental Services— Building Division _ a 367 Main Street,Hyannis MA 02601 r Office: 508-862-4038 3. ` _ Ralph Crossen Fax: 508-790-6230 ? Building'Commissioner Permit no. , Date t 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 ari 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. r / Type of Work: �n�A /�G � � � / . Estimated Cost Zs 006 , Address of Work: r.:J0oi) Aclq— u,q�K,S or�T— Owner's Name: M4)< k i✓aJ,)z Date of Application:_ ? , 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 a ply for a permit as the agent of the owner. 15ad Contractor Name Registration No. OR Date Owner's Name q:fortns:Affidav • = _- -- The Commonwealth of Massachusetts Department of Industrial Accidents FIHIJOflice of/nirestigations 600 Washington Street Boston Mass. 02111 Workers' Compensation Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working%%%in any ca amty /%% � I am an employer providing workers' compensation for my employees working on this job. com nnv name: / _ address: city: n���i C^e rdl/4 phone#: �`���bj insurance co. �' r`�'!'r' olicv# WC 1 "Z ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city: phone#: insurnnce co. policv# company name: address: city: ... phone#- ................ insurance co. :,. . golicv# >.. ... Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the fortes of a STOP WORK ORDER and a line of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Ottice of Investigations of the DIA for coverage verification. I do hereby certify un the pains and penalties of perjury that the information provided above is tru,-and correct Signature ?'�'J' Date Zb 4' Y _ Print name Phone# T-2 6 7-- Z Y <Z�, oMcial use only do not write in this area to be completed by city or town official city or town: permit/ficense# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other :.. (mvaea 9/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any corm..,:, 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 receive:c: 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 section 25 also states that every state or local licensing agency shall withhold the issuance or renewa.i 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,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 in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Street Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 v lY ��v�S' ��..C , Uc �z �- �. - a /' �� I�� ^� . .`. �- /s-�`� �� i\ `�. .� �� ✓see -6a� HOME IMPROVEMENT CONTRACTORS REGIS"I"RATION ; Board of Building Regulations and Standards One Ashburton Place -- Room J.301 Boston , Massachusetts 02108 i HOME IMPROVEMENT CONTRACTOR Registration 10SO84 Expiration 07/16/00 Type — PRIVATE_" CORPORATION HOME IMPROVEMENT CONTRACTOR Registration 105084 CUSTOM OUAI--ITY POOLS INC . Type - PRIVATE CORPORATION Robert A . Bent Expiration 07/16/00 16 Wyman Road Billerica MA 01821 CUSTOM QUALITY POOLS INC. Robert A. Bent GH Qo-7�' f±rJ iWyman Road I ADMINISTRATOR Billerica MA 01821 ✓fze Vananzonuealf�- n ✓1,n4eae�ueelZa BOARD OF BUILDING REGULATIONS' License: CONSTRUCTION SUPERVISOR Number: CS O40192 Birthdate: 01/10/1953 Expires: 01/10/2001 Tr.no: 6274 Restricted To: 00 ROBERT A BENT 1 1 16 WYMAN RD " BILLERICA, MA 01821 Administrator t o P ti w ►� COMMONWEALTH OF MASSACHUSETTS o OFFICE OF CONSUMER AFFAIRS AND BUSINESS REOULATION ` 1 `t i.€< < y ` -: Gregory Bialecki Deval L.Patrick 10 Park Plaza, Suite 5170 secretary of Housing and Governor Boston, Massachusetts 02116 Economic Development www.mass.gov/consumer Tunoth� P Murray Barbara Anthony L'ieutenantGovemor Ph"one',(617) 973-8700 Fax (617) 973-8799 Undersecretary Wednesday,August 04,2010 V�4y�/Fzt ti) Thomas Perry 200 Main.Street Hyannis MA 02601 Contractor's name: SCOTT BUCKLEY HIC#: 152902 Property Address: 33 Maywood/54 River Ridge Road Marston Complainant Thomas�'Perry' Complaint Number: 2010-204 ! ` zy V ; Dear Thomas Perry: The Office of Consumer Affairs &Busmess`Regulation has received your complaint relative to the above listed contractor. The complaint has been forwarded to the contractor for response. The contractor has been directed to forward a copy of.the response to your complaint to you. ,Therefore the next communication you should receive is the contractor's response. Once we receive the contractor's response,a determination will be made as to whether a hearing is required. You wil be notified in.writing should your attendance at a hearing become necessary. It is your responsibility to keep the Office of Consumer Affairs &Business Regulation apprised of any changeto your mailing address. c To ensure the fairness of the roceedin s from this point forth all communication between jou and the Office oft p g. , p y+r� Consumer Affairs&Business Regulation relative to this matter must be in writing,and a copy sent to they P contractor. Please be certain to include the above-listed complaint number and contractor's name in any sigh `IO -_' correspondence. 70 Kindly refer to the Office of Consumer Affairs&Business Regulation website(www.mass.gov/consumer)•for information about the complaint process in general. Thank you for your anticipated cooperation. r_€ Very truly yours, Office of Consumer Affairs&Business Regulation COMMONWEALTH OF MASSACHUSETTS e OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION Gregory Bialecki 'Deval L,.Patrick 10 Park Plaza, Suite 55170 secretary of Housing and Governor Boston, Massachusetts 02116 Economic Development www.mass.gov/consumer Barbara Anthony Lieutenant Goove Timothy P. ve'rrvrnor Phone (617) 973-8700 Fax(617) 973-8799 , undersecretary Wednesday,August 04,2010 Thomas Perry NOTICE OF HEARING 200Main Street Hyannis MA 02601 Complainant: Thomas Perry 200 Main Street Hyannis MA 02601 Registrant/Contractor SCOTT BUCKLEY P.O. BOX 1925 COTUIT MA 0263 5 Registrant's HIC #: 152902 Subject Property Address: 33 Maywood/54 River Ridge Road Marston Complaint Number: 2010-204 Date of Hearing: 9/13/2010 Time of Hearing: 12:30 PM Greetings: Pursuant to 790 CMR 110.R6, a hearing will be held based upon the information contained in the above referenced complaint. Your attendance at the hearing is mandatory. The hearing will take place before a hearing officer at the Office of Consumer Affairs &Business Regulation, 10 Park Plaza,Suite 5170, Boston, MA 02116 at the above noted date and time. The hearing will be held in order to determine whether ` administrative action should be taken against the registrant's Home Improvement Contractor registration. Violations of the law or regulations which are substantiated at the hearing could result in the imposition of a suspension, revocation, or reprimand of the registration, and-the assessment of a fine. The complainant must be prepared to present evidence to support the allegations described in his or her complaint. The registrant has the right to be represented by an attorney at the'hearing and may present written and oral testimony and any other relevant evidence to mitigate the claims made against them. Any party may present witnesses with relevant information in support of their case. The complete_complaint file is available for review, upon reasonable notice and.at a mutually convenient time, at the offices of the Office of Consumer Affairs &Business Regulation during regular business hours. 4^. , All requests for information or motions must be addressed to the following address and shall be in writing with a copy provided to all parties: Office of Consumer Affairs &Business Regulation ATTN: Hearing Officer 10 Park Plaza, Suite 5170 Boston,MA 02116 Telephone calls relative to pending cases will only.be returned'in cases of emergency. Due to the great number of complaints being processed through the program, a hearing date will only be postponed under extraordinary circumstances. Any motion to postpone a date shall be made in writing at least ten.(10)days prior to the Bearing date. All parties must bring groper identification to the hearing. Home Improvement Contractors must bring their registration to the hearing. Thankyou for your anticipated cooperation. Very truly yours, Office of Consumer Affairs &Business Regulation cc: Building Inspector, r Crossen Ralph From: Etsten Jackie To: Crossen Ralph Cc: Geiler Tom; Schernig Bob Subject: Building permit signoff Date: Monday, June 21, 1999 2:55PM I have signed off a Building Permit for map 287 parcel 129 as being not subject to a Planning Board covenant and noted that no determination is made as to zoning compliance. However, please be aware that this parcel of land is a single lot which proposes a guest house of 1660 sq ft in addition to the existing house and appears to be in violation of the ZO. t Page 1 1 cFTHE�qr Town of Barnstable �O BAIMSTABLE, : Regulatory Services 9. Thomas F. Geiler,Director Building Division Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 September 10, 2002 Mr. Matthew Kennedy 33 Maywood Road Hyannisport, MA 02647 Re: Bird Cage Dear Mr. Kennedy: We have received several complaints about the bird cage you have constructed on your property. On July 16, 2002,inspector Ralph Jones met with you and Mrs. Stepanek at the bird cage. Mr. Jones told you the cage has to be moved to meet the sideline setback of 15 feet and that a building permit is required. You stated it is not a structure. I refer you to the Town of Barnstable Zoning Ordinance Section 7—Definitions—Structure. Please come into our office for a building permit for the bird cage and move it to the sideline setback in your area of 15'. Failure to comply will result in daily fines. Sincerely, Tom Perry Building Commissioner ' cc: Mike Ford, Attorney Bruce Gilmore, Attorney Bruce Stepanek Q020910b Sea' R�":iv1<� j�k. �"` � � � f�✓iS/.r. / A��� I. f c 014- 14 Al W`L..� .. 1� °���! ���:.k.•,'.-,- .� • ►` i�j dP-: �. " t#. e,,a,�"� �°. �+-•�•'"l d �,\ r w f. 14'A�tw'S � �M` v..ye �„ '•�' 4, �e ,� `� 3Y � p�.� � ..+ •r r'�y'{�" �•t'/ l T r � Y r�((Lf � I��yL���{(�`( .F 4�� �r I 1 I r �"'+• i,��q Y!' �. a *T• - t }! 3*�! � « ,7�'•cA •$ 1 ,J �x i.,, 'r `' ��^# � ' � . 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T+* „� . .6i ♦ L 6,�c✓ "r.( a � ��- oZv S .J.s:+� r;G 64- ,/ rr•{`Syr 7'-tir ��{r...3 { i, y 1. �• � �# < � �;,,� ..�+' f c ,C��� �#°" ti r t'.1 "�r,�y�"�'�� 1p�s .4 � ' ! '� t' 1. -}dam.. `d. ,•a,..�}d1 t . / �' 'a�� 1 �'� �+ - Board of Building egulations One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 01/14/1956 Number: CS 003251 Expires:01/14/2002 Restricted To: 00 ERNEST J JAXTIMER 48 ROSARY LANE HYANNIS, MA 02601 Tr.no: 13740 Keep top for receipt and change of address notification. 44 - i ' 'HOME' IMPROVEMENT CONTRACTORS -REGISTRATION' . . I �� Board- ,of Building Regulations.-and Standa-r-ds I,. . One Ashburton Place - Room 1301. Bosto,n,, Massach-uset:ts .0:2108 " I. HOME IMPROVEMENT ;CONTRACTOR - -L'- - -- ------------------ -- -=- R gistration 1.10"609_ Expira.tion 11-/03/00 = I Type PRIVATE-.CORPORATION I I HOME IMPROVEMENT"CONTRACTOR I Registration 1110609-. E. J JAXThMER , 'BUILDER ; INC,. I ` Type PR-IWIE CORPOAO ON a >=RNEST J,. JAXTIMEft: {• f Ezp-irabiron" 1�1/,03/+00 , 48. ROSARY';.LN t H ,A'NNIS "MA 02601 L' ti E J JAX+TIMER- BUILDER„ INC. +F,f EST J ;JAXT.TMER. r l — noMTNisTRaaoa _ 9 R0SARY,.LN ' HYANNIS'MA 02G01. ` i -- r � s i t � �� .� � ✓�� � , � { JUDGE SKELTON SMITH Architects, Inc. 16 Joy Street,Suite H,Boston,MA 02114 Tel: 617.227.9062 Fax: 617.227.6567 email:jssarch@Yahoo.com LETTER of TRANSMITTAL Date: 3ft 1\4A-1 lot 200a To: �Ac�i-� C72Qs�t�l Company: ;�ws l Of s►rznls-rAOLC Phone: 505. 862, 4030 From: n r5 �keLM3 N Project: �cz me tcc a f Re: We are forwarding the following items.- Item No. Description Quantity Type Document Size ! A ' 11 zczn6 rrr Vrser X&-r-ox ` xt I Comments: MAX r��N�`9 T /NFDyZnA-r1Q,t, . EST/MA TED PROJECT COST WORKSHEET Value LIVING SPACE ' a (high end construction) 0�4 square feet X $115/sq. foot= 7 Q �02 (above average construction) square feet X $96/sq. foot= (average construction) square feet X $57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X $20/sq. foot DECK square feet X $15/sq. foot= OTHER square feet X $??/sq. foot.= Total Estimated Project Cost i IAHFORM 1/3/00 Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E . Mass. Registration No. 29733 Phone 508-428-3344 Fax 508-428-3115 , e-mail: psullpe@aol.com May 17, 2000 Ralph M. Crossen Building Commissioner Building Division Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Kennedy 3 3 Maywood Ave. Hyannisport, MA Dear Mr. Crossen, At.the request of Attorney Michael Ford, please be advised that the existing dwelling at 33 Maywood Ave., Hyannisport is located within a FEMA Zone C as shown of the FIRM Community Panel No. 250001-006D Revised July 2, 1992. I trust this meets'your present needs. If you have any questions, please do not hesitate to contact me. Very truly yours; ` NO 'Peter,Sullivan PETER Sullivan Engineering Inc. SUU.IVAM NO 2V33 cc: Michael Ford, Esq. Max Kennedy E J Jaxtimer Members of American Society of Civil Engineers, Boston Society of Civil Engineers i Sa oe � oc Z i.e _ oc as x GHQ Q pW pleCD J c W $ o a u c cad = eg p `!! CD c v o 09 CD cx `aWW' I N O m ��I I it I a X [Oit 4t ~ c� ZEN L� �E r Y!\ 4 VJE �r S, Egg P .. €�a's fe l MA 87 8 ,. MA C�6 d e� 85 / t �9 om /•\ Ez MAP 287 i a < E— F _ w � a a. N r K10 a L mq - t � \1shea\Sitemaps\m287p129.dgn May. 17,2000 11:21:43 f MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING City/Town: �t, MA. Date: -> ermit# Building Location? 3'IM�yi�OC71 V Owners Name: 0 5 ?�ki4Lr-oil Type of Occncy: Commercial Educational 0Industrial Li Institutional Residential New:�" Alteration:i Renovation: Re lacement: Plans Submitted: ...�, I P Yes Note FIXTURES Z z rn O to z o❑o v7 ar� > -i _ w -j V wow:° Z aZ Z W to n xN w rn cn X W a � aw J 0 � LY � o W � JO O L a xz Y w Ofa o ° ° O z a v 0 Ceaam m ❑ ❑ u_ - C 1- D �val 3 0 SUB BSMT. i BASEMENT 1 FLOOR 2 Nu FLOOR / �• 3 FLOOR 4 FLOOR 5 FLOOR 6 FLOOR VH FLOOR 8 FLOOR Check One Only Certificate# Installing Company Name: t rvlgs,�lG � G $ Corporation Address: C 1 o�7 lZ qa City/TownState:KAI � _4 Part ship —_ Business TeLo B-Z'Sz__wj7Zy5 Fax: _ Firm/Company Name of Licensed Plumber: INSURANCE COVERAGE: I have a current liability insurance policy or its'substantial equivalent which meets the requirements of MGL.Ch. 142 Yes' No If you have checked Yes,please indic the type of coverage by checking the appropriate box below. A liability insurance policy�'! Other type of indemnity Bond Lj OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage r'e:9uired by Chapter?4,'Z of the Massachusetts General Laws,and that.'my signature on this permit application waives this requiremen4 Check One Only 3 Owner Agent Signature of Owner or Owner's Agent I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit- Sued for this apnliration will be in complianae with a h� Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 a Gen I BY -_ - Type of Licenser r— _ ._.� Ham.A e Titlel� s t^ S@n6f, nifticensed Plumber l ✓ Plumber'_ .. Master L,� f City/Town �I. Journeyman (� License Number: 1 4 APPROVED OFFICE USE ONLY ID :6172778331 JUN 10 '99 11 : 59 No .004 P .02 i June 10, 1999 Hyannis Port, MA Ralph Crossen Building Department Town of Barnstable Dear Sir: Enclosed is a copy of a letter FAXed to Peter Sullivan acid Michael D. Ford concerning our property located at 20/22 Newton Ave and abutting the property owned by Maxwell T. Kennedy at 4 Maywood Avenue(lot parcel ##287-129). The intent is to make clear that we have not granted pennission for any regrading or filling of our property at 20/22 Newton Avenue. Sin efei , Jos Po ak , MD,MPH 20/ New n Ave. Hya ort,MA ID :6172778331 JUN 10 '99 11 : 59 No .004 P .03 June 10, 1999 Hyannis Port,MA Michael D. Ford Attorney Dear Sir: I have just become aware of a misunde►standing concerning our property located at 20/22 Newton Avenue,Hyannis Port. For the record, I have never given permission to anyone to fill or otherwise regrade any portion of my land located at 20/22 Newton Avenue, Hyannis Port., MA. If you or your client wish to discuss this issue, I can be reached at the following numbers: 617-524-0255 in Boston, 508-775-2240 in Hyannis Port, 617-732-7255 at work. Sincere] C � Joseph .'. Polak ,D MPH 20/ wton Ave. Hyannis Port, MA Faxed June 10, 1999 to Michael D. Ford Fax 508-430-8662, Peter Sullivan, Fax 508-428-3115 ,i I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-20-2007 DATE OF PLANS: 12/18/07 PROJECT INFORMATION: Joseph Fallen 33 Maywood Rd. Hyannisport, Ma. COMPLIANCE: PASSES Required UA = 109 Your Home = 79 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 328 31.0 31.0 5 WALLS: Wood Frame, 16" O.C. 608 13.0 13.0 29 GLAZING: Windows or Doors 86 0.320 28 DOORS 35 0.070 2 SLAB FLOORS: Unheated, 0.0" insul. 14 0.0 15 HVAC EQUIPMENT: Air Conditioner, 10.0 SEER / ----------------------------------------------------------------------=-------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 an 14.4. Builder/Designer J Date _ MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 12-20-2007 Bldg. l Dept. l Use I I I CEILINGS: [ ] I 1. R-31 + R-31 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 + R-13 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.32 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I DOORS: [ ] I 1. U-value: 0.07 I Comments/Location I I SLAB-ON-GRADE FLOORS: [ ] I 1. Unheated, 0.0" insul., R-0 I Comments/Location I Slab insulation to extend down from the top of the slab to at I least 0" OR down to at least the bottom of the slab then I horizontally for a total distance of 0". I I I HVAC EQUIPMENT: [ ] i 1. Air Conditioner, 10.0 SEER I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: �I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values and glazing U-values must be clearly I marked on the building plans or specifications. I I DUCT INSULATION: ( ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual i or automatic means to partially restrict or shut off the heating f and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I. Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I I PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I I PIPE SIZES (in. ) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 i 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 17 • �I 100-130 0.5 I 0.5 0.5 1.0 I , ----NOTES TO FIELD (Building Department Use Only)------------------------- OF THE 1pk, Town of Barnstable � do b � lAMSCABLE, : Regulatory Services MAS& •tG3q �0 prED 39 Thomas F. Geiler,Director Building Division Tom Perry Building Commissioner • 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 MEMORANDUM TO: Tom Perry,Building Commissioner FROM: Ralph Jones, Building Inspector DATE: 7/22/02 RE: Max Kennedy Bird Cage 33 Maywood Avenue, Hyannisport,M/P 287/129 I visited Max Kennedy's site July 16, 2002 at 10 a.m. Max Kennedy and I walked to the area of the cage. He insisted they are not structures and plans to build three more large cages and two small cages for small birds behind the existing sheds. His attorney is Mike Ford and he claims Mr.Ford told him it is not a structure and does not have to meet setbacks. I told him I wanted a plan of what he proposes to do and.how many structures and locations from property lines. His neighbor, Mrs. Stepanek, was there and Max told her of his plans and to contact Mike Ford if she had any questions. Also, he has rope stretched on the ground to indicate the location of the cages. Max left abruptly for a meeting in Boston. Q020717a 0 CAS A,4 �. - 1N•�, I�°� P, ,� ems,,. � -�� cii °FTMe . f. The Town of Barnstable • BA&NWA=MAM , �m� Department of Health, Safety and Environmental Services " Building Division 367 Main,Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crpssen Fax: 508-790-6230 Building Commissioner CAPACITY INSPECTION RESTAURANTS DBA LOCATION OWNER/MANAGER Tcr�e nu.�►nn�r ,� ,r .e r r � .�• .°' 4 T� r�sx � �, � ` 1 h.� r ,y .er' � �� rk, wee` y tr ,r a',.=•• . r �.iM t .•€ � 'Y ..t3Y= _• �1 � -;tea, C a f �"'r t � e1e""�' �'. ft- ���d�;=�=.tn.`u Cl,�' � .t..E�ti� ���b+�� !' \, k{ +� ", ���5� ,•q� 4 �4 ti AAA k..i�.! �'u � - t _..a, �•y `t t��t,�d4�y �i.r� "t" .4'tg4 .?- g t ®� �,, , _d.�, y yO� tT.r All in v^;.4 74 yi.,,-t .9,r.. r'�c^N'„•d 1r,• � e _.:, �s �-''�-•"+• ., r .en.rs^ •t° + ��r�A�'w" wy ". 'r.. V" .•..� a yr3W�3xwE"' -c4'„K,,,,.�s '� 4 T"1"vvt,.. s , ` �rm+y{'�! -�• :.fM' Yl"K � . 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F' JY"� � f t • •• YK I t h �i �; rip C� ✓ ,�. - ' ,� ,�Y Aan.. Y^„ .� ,,�.ca,..._ 1 R�P !ffi�^"��**++...' �.W Ax raC�„•�Q'^r'Y'°,.�,,. /���� :1� 4``y; E` . w n. f f I ,1,.' _.., ''a�+• a,"...f �nv» ' �x ,'p,y, a_*j ,F,�,."'�t�-.^ „�,ff+iti l...� Ry a. ••rt � *_� lF/g' � f' ���r�i' � }r�tYJ i �t('�^I y ,ISS�/'� .��i. I� f��l�� s NtJI -;Il • c/�.r .� :ItJlf,,i[.j July 15, 2002 Dear Rob, I hope and trust that you are well. I am enclosing here two drawings of three proposed structures at my house. I would like a permit from the Con Com to put the two smaller pens (which are identical) fifteen feet off the property lines which intersect at the Northeast corner of the property. These two pens will be mounted on 4x4s that are 40 inches tall (3 feet four inches) and they will be five feet high, five feet wide, and eight feet long. They would be placed side by side with their long side parralell to my neighbor Mr. Stepanek's North/South fence. They would be situated parralell to eachother, set two and a half4feet apart. The third and fourth pens will be cubes, sixteen feet long, sixteen feet high, and Sixteen feet wide. They will be placed on either side of the tall oak tree adjacent to Mr. Stepanek's East/West chain link fence, and beside the existing sheds. Both will have a door to get in and out. The sides and frames will be made of 4X4s. I do not intend to use pressure treated wood. They will be covered in strong gopher wire. I have enclosed too, seven additional copies of my site plan that shows the location of the pens. The pen locations will begin 15 feet from my property line to conform with local zoning ordinance. The pens will be built partially in the area where I intend (and am permitted by the con com) to build a cottage. I still intend to build that cottage, and seeking these permits, and building these pens in no way should waive my permit to build the cottage. Thanks very much Max Kennedy �reJ oly s / �91 9�0•I /N n a N O k lip \ •219 ?S4 � tao �00• 1 I ^• y Dy / 2s—_- / rY 4.\ 2 100 pi t"3 22����/ Q / \ /�` ?1 / V L �20 j 1111 pZo�l IZi \ _ oma \�I\I 11\II '� /� // QSs. `' t'o• , o •F` /6 e / // a Cb I \1\11O / / le NZ 1 1 1 11�11 e I' I . I I / // / �' 1 ' /// i/ o g H 1 1 Y 1111\� I y�B L : I / /`' /___ f 3ca• // � // /0 �n�,,,o to /l Cicl r, 10, o e I I \_ ^ "�-=^;sy 1 +11111 I ; J 1 Co � Z43rl l �A LCC 33385E c i A 6 ° S n �.. .� c I$ r J _ f3� }; I Kennedy Guest House j Hyannisport,Massachusetts ; j 2 , p `JUDgF�-—SKELTOl�j,. �MITF� INC. A M 3 �ARCHITECTS i t if 16JOY Street,BOSTON,Massachusetts 02114 Phnne:617.227:9062 -------------------------------------- ' FF Smcvul SpPtl■od®P . ' ■ornmt/Fmt PborPbu Si PMo and Fme Poor Pm.Rmr/ . - A i3 Smmd Pbor/Poot Rau Poof Fmn.wm/Oeub n2t NoM/SeuA/Fue/Woe PJmum S3 GmW Nov AJ.i Srcum1/Leem3/Pmmfmoh SrBedde � - - A.Si �.:de./Dem TIW and SAeMb Ce.t Bvmme/Roeiboe/ ' Semnd Pbx Blemid Rw NOT FOR CONSTRUCTION' PROGRESS PRINT MAR 23 2000 c pip- ... ._- .. o .... ._.. ■ ■ f`: BAR &ABLK BUILDING DEPT. 1 \ \ Na1S n d. 517 PCP:N CONSTRUCTION . - PROGRRss PRINT 2 3 20 --._ -. .... ... .. MAR DO Kennedy Guest House; ;33 Maywood Ava PHyanniapo,cy Massashusetta. Y]udge Skelton Smith Inc.Architects 1 16Ioy S6teet Boston,Massachusetts 2ff41 Telephone: 617.227.9062 - -T--- - 8 Q 4.i 4 0 J F I t :caN N4y� ,'. pA"Cmm NT �PLAN gyp:.. - cue /.L_'-�-¢•. .NOT FOR' CONSTRUCTIONS PROGRESS PRINT .. _ .. ..- .. MAR 2 3 2000 FKena Guest Flousda i33 Maywood Aqe.!. �_Massachnsett's=� Judge S4elton�South Inc.Atchttects�� = 16 Joy Street Boston,'Massachusetts".02110.j C'I'elephone 61'7.227.90.0: . 4 ems,_ i-- -- . NOT FOR CONSTRUCTION PROGRESS PRINT MAR 2 3 2000 Setwedy Guest House; 33 Maywood Ave.;, `Hyannispoty Massachusetts+ Judge Skelton Smith Inc.Acchttects "16 Joy Street 9osmn;Massachusetts 02114,;. Telephone:. 617.227.9062 l - t �® ®_ I , a a + : -' SOU RoN v off''' • r ._...__:._._..._l._i..__.._....._i.. t._.._..__'..._._, ._.. ..._.._._._...._____... .__.._ .. - NOT FOR CONSTPUGTION� - ELez I1N - N O L > I �_Re H. R-EAR) Ei 'PROGRESS PRIf7T Kennedy Guest House .33 Maywood Ave. Hyaanis MAR 23:�00 . port,Massachusetts Judge Skelton Smtt$1 tlydv,€cts 16 Joy Street:Bostgo 1Ma9aRehuset{s;A i 1A telephone bl 7.227.9062' :s : - k Ri ® ® _ 1 - .. ME] i777 t I }.� .. .I: —.--- — ------ ---- yM 7,7 e secTlalJ ,.A. h. Z .SecTloJ '� a .. _i _ R OOM Q0 SH .SCHEDULE i ' IW Wood Pilots Plum Pueo-d Rum �. ' ifadl mad Wood OMPbm wood Pu:¢ePWm '�. . M2Bekaam3 Wand Wood Pned PW1u Wood PemW Plum - Rath Wood Wood P.ned PWm W rcdPW�a. m3 namr�rlP mane wawa e,�pa Pn,m Wand e.:mee R,.m NOT FOR ms eaav,a,ldi Wand wad Rm�a PB,m was R�o-d Pwm CONSTRUCTION me Pwm I mP Bd:ooma moN Wmi Pmvd Rum mad P.i.vd Plum j `1 PROGRESS PRINT MAR 23 2000 Kennedy GueeY Houge 33 Maywood Ave Iyannispoxt,Masaachuka i `Judge Skelw'Smuh Ine.ALclutects i f t6 Joy Steeec'Boston,M�ssachuseets'02114� Telephone: 611.121 9062, i .F - i - - ... s ' l-lz._TYI�I.GAL:._WAGL s�cTl'ot� NOT FOR'. CONSTRUGTION PROGRESS PRINT' .._._......-._.._. �,Hy - MAR 23 2000 Kennedy Guest House% 33 Maywood Ave, n.Pq)OM Massachusetts._.geSSmtfs. 16 Joy Street Bostoa,Massachusetts 02116'+ phone: 617.227.9062 q-a.z WINDOW SCHEDULE soli:= :I rasa 3'� Tme Dielded . daxza r wa�ae a naa a.d=e ..I . ra'.za Tam Darin' LL.L11 ;mg Fm xza P wave ra.Dmde' j .. lol T41 J 1.1 S" Awood Double T Die]aed v m/ mble Wood Sfi woad Sv..en I" - is Cos 3' wod Da�He Thin D'vJd erzbe Woad Smm� FM tOJ 1M Tne Di.ia.a' mbe Woad Smno Pine]Wood Seem Y 11 S Y z s s' w woad Doube FM Tw DvdN' m odd Sb Smev P.a is ..-- tb)a'i J$' C ad avU., mood Stem w . cl— j 1s Cass• Dmbe inn Txe Din 11�Uvdme W dA.nv++wsmm�Pv� Woad Sam - - _ - - jV 11,141, 22Savor ' - j Y3C5"YJ-0O' A woos Gewm true m � Wod Shy Smmr P.n Wood Sam I wwad wmex . eW mood seem I ..__._ _ ]Yel Cxrl• C od Dwble nue Di—.. SWmPao SWmd Seem - ' wood Re (n TeveUM<d Comm i © '� ., ,III EJ/ x mad D-..Hm Trve Oi.�ded Wood Seem 1111( T)T1r IrT�/II z J s d•.r r e Wad Dome Jnm nee Dowd a wad sin swrm P,a woad seem - Tls/e z]'t' B wad Daube T....D'nidd be wmdSF�nma amm�Pm Wind saes :ss/B•.r J• a ad Dmmi: Tmalxaad' I . z-ls s•=ra^ R wade Dame xw'Ise ' o a wo 1>;,adad snawr sa�l� wen sa.m _ xr-r mad Dam sm,m r.. wad seem ' ' x•.r-r ad Dam�l]aa iw.D+.ud' wad sa.m j ins zJ and z f s e m a m woad snam,smrm e.: - . xW zas e'.r]" B wad Dametam-nee DnNd m ee mood sb, smm,Pr wad seem _ . mf z)s r'.r]' .B woad Deabl.x,.,T_..D;mem' min wad sb,�es��m Pm weaa seem - - 20 7T.EZ 'C— - TY_E..'.P• ._ T . - I, WI TOBB BR OA UIVAIF rI'.e"- ._..-... I•�I ' .. _. -. DOOR SCHEDULE pp9� EY7E5"" NUNBBR BIZB TxiC81•,655 TYP I SBw:Lt /• _ . i MA '` 1 (1)Ya=Td' 13/r B wood LwmnlTv.Onitrd id�v,m/Wod Seem Door; od Aumn ®� " i ' . 'IP•,,S^yF] lQlB x% �s/r CD n a die zaxs% iA S-0^x11 Jr C Wad OlB S-0'zd-0' j Ole S-0'z6'% 13r Iwino - OSC li/r Tb'er-0• 11/Y 7.. i02B taxi% D Ww t]/r d � _......_..iTPC ' ..... ..__.1T.1'e;a• .. -'-'TY.E'.c' _IYGE b'_. -,,'' ID2< S•'ze'% 11/r t-0ax )/P ad UvmgTma DiMed qm/3's1e4�v.WodS�Dov. j - . s%6-0 t 11/r D ml.1C— 1]/r I IDJB Q.51'- Woad IDEA 1-Cx6% if/r L Wood - MB Y-d"x6d' IJ/r C Wod Y j ID]A Wind MB Wad 2JIc ra•xs% 1>/r A wad CuwhTw Uaided lgM14-/Stl' . MD 1]/r NOT'FOR mJa ]3/r Wod CONSTRUCTION s% c '' IDrP :•:sa 1s/r c mead � . J.. .. .: 'PROGRESS PRINT' .. Kenae4 Guest F3ouse.- j3$;:Maywood'Ave.' .. hI-Tyaanis ._.. ... MAR 23 w ports Massachusetts: f Judge Skelton Smith Inc.Ardutem,J; lb Joy Street Boston,Massachusetts 02144: Telephone: 6i 1.227 9062 _ pZl I Q 4 4 4 - 'Rio. 1 s I. rdl. - A� �...Lit I roh 35y -' S T PLT"IJ :O L�GT(z'IcAL NOTFOR CONSTRUCTION. PROGRESS PRINT MAR 2 3 2000 �Kennedg Guest House;; .... - .. .�33xDSaywnal35d;' ----_. i'xS�! Rort.Massachusetts� . � dgcSkelton;Smith Inc.Arclurecta:' l'6_�ay.Streec.$pston M n�.02114 Telephone .617.r227 90&' o h c e ' / _-- __....__ 7i - . .-. ( NKW CUKbTH0113E PoRMR wNDIMt6 MA%W�I-I.NN4DY � A Wmdmrs5m�omtlrN Smd:m�rnmd dovblc bm:yameah mWm¢Nmm 8�vmbmQ Lvm wub wlgs�y'mammr'pvl ml uvndmm. m "f.: 1 S'� HYANNISPo0.T.MA99ACHUSBFf9 ': hmm ®:dmmNgPamammd Cm�pm�m�b Lc.Imnme Rod,MemeBue, � ���m�� em'mYu'°S P�'°m'Su- Eehmm�dq E M�nmrm(a13)xi-w4 wwmd gAwnm. r �,-wv emw�q adc�era«nboo.e mor- R . - �4 � R Ca B.FIUELVbtr4+dmwd mPPm.l6wvee Pm e9:me 6d c eTmm x bd h.vd wpm lmmm.m wJ mm or ° - ® . ... .:� ,j Au wwoe wlomw Imv q f" � . It. g C .. 08.�1T w.eENP,R.U. - BmJmdo Muma W^t C<Imm mmmeq ANilmc ( qr pyme _�"�. __ q AI-SM4.fARYOFWORK j D.Pmdm mmom woodmwpem6fmdlwmdow. 8 Cmvmummeride e8owe�lm Gmv hmMvgade Olmbo¢ "+.._ A SuvwmT .:I EPmide L+Plc broYOMdmm amm wiodovn hrdl window oPmvb 'I flame.hvdwme,Wfitcvp Nom Wmbmbe mu'vm. " - r'' 1 ah mdWuommvdeeo[emw wv emry{um hmm., � b-E%IERIORD00RS I �' 2 Pa®u TLe Caubeeorurtapem�ble bobma Jl pvmi0.lumea®dddlmhrm+ I Woed domsmdDmy dmnmhoummM fabnmkdq Amfiitmowl f i R1-FIXE PRO'IECIION SYSTEMS-NOTUSFD 1 .. mdp>�o�Jlm Erivyb LeimmNu.a menuao or�Le AmAiRU Jl dicepmie wih � C®.ipmmq 36 NmWlemmeROW.Mmupe,MnmcBmm(41))36i-PNIm y.r�TP10/AM CONDrtIONMG I ' de Dnwmp,arimmr mmwNdmwB tlncamee etWe Pmjeq whrcbmdd eBm Ne equludemmimagAmbvm. � APmvMeebm eh pr rud fomd Fa ev beuiog aye�Wrulfiommohm rwe nml mmR a emt®wnad room mm,m a aerlded web mPPmmemme mP.dp.sebmnem�mlmlmioea rodeo iermm.uee and eq am.:.es,a gmerymmtmvo C.Mwmmdamrbbepintdghood WW rlmm4m rwoemofBmlmlP ' Mmmlmm celmm edmd q awm:y. ntebh:r mrm.mw.ul�b m m IomrN Jove nood Plme(rm emmw m.Rie of Eowm Powdcdr�omme.mmllmroFa)aome� I Dmm b^ee^>• _ I I.Appf..._. W-ECfIIt100.WAIJ.FlMSHES 3.SueDm mo....Ilghtliaoma A Wmm mdm rhwylm rm rn wudm.... 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A3.Ga•IEMLREQIMEMINFS - ELKP®YI'O-.It'6910RCONRTRUCTION D.Ombmelmaimi mom:Pmvide4wrme diramfgArhikm. . - AHexmmm Mmmde.MArtlmmtaM�nmiwMvb hue outtmp®T+ilip ferpc j E Audio:Wdl be pafmvod mtlmermuete mnmst -; dimwmY.Pe�•EmdivL lmmwlmdrrN oLmmpomcel Pamm m, ...i DI-INFERIOR PAR'IRIONS F GTV:PmMewirloy[mWrieripJ move I71 , hvatlom mrmidammyfmmmmePymlvh mdduB Lmv«IivJadmmbvin ASmda:NamhW2g4mrh Nem-tv.Eenem Nemleh,F em SFurgm9outhmv .. romne.mlYdlovoued biDlmYl(PCB)or mhumxm mbdemcv :' PLc 3�es mdau lbmohrmomm.Dodk vmvbmuopm'oige ovm]A Lvha I. -EIECIRICAL-IJGHT.'O E7 T' witle Cmmmtdovbkjom heedveu Bem eml cei'myapcaegrwdv wsn mW and !. A Pwimmdbwnm fmdl dewoliQho ilmvymdnwioes q3-DEMOIIHON-NOT USED Pmlifom PmWdm Mmloum R Sm6»ommud fiamm�oh Pmduwdq OwveN ierwimgC®vemm. ! 0� Num AI-CLFARMOq�GRUBB.G � D3-STAIRWAYS � EB-SPP.CW.SYST9xS-NOT II9FD . APmtmvw dl mxa and Plum mmd de home mnmkpinn8 ofmarmWl - ATmtlr:Red Dak i ' eMumvuN muumlewiu o«lvm.hvv i I �����m�r�w� � :, B.RwaRed Wt i er.P.MEIYIP-PRUD`FS.Yf AND PURNL4HNGS ' Lnbtme emvm«avvl C NmmJle and BJveetlu CmaourMwnm dnWnpe. mde Wm¢�mHau vfJl Boxmmmto¢mer.humel:WNvmn '; : . D3-DDHUOR FPBSH85-FLOORS _ _" EIRSD!NTB-'6D85'FRUCTIIRK -.- _... _ { 1_ ___n�oedfl�mmeW m�mMemm�r� mAd.mS mvdlatiay.M i wbmivMb ArtWbit.PWo.'elImmbDdimuon.evewK SEOP MwirgrmR - - B EARTHWORK� ..,I a and mgu____._ F3-FURMSHINOS MOVABLE-NOTUSED 1 eem.;m m,yrla .`_lv r e.TB Flomiq.Pm.d..uowmwe rmaedem,mbe�mwleagememw -:; i _. f«nw bmwiee�md�. ; .. � O88 AND£OUbM®•TT 133-ROCK REMOVAL 4 D.Floor oimubnteoml Clmemylic emle wim l3pemml mLm mmlm Symms I Applmru be NmeMd gOwea .. .. A Gmenl Rmore drxoowedmhgmmmemd mrw { Cmpvemv YMe mdSd lr F ACCGT.SOeRS M'D APWRTENANCEB ,— —._- . Bl FOUNDATION ORA.AG6D—RPPILSHES CEBRIGS I T Amevmre4 PmNmm Newmve/m'wv roxil mda rdePWih,mintPWm dmpvrommd PVC PmmB mddidvee<filtmolm6 emuM A VmmplutmuDatmulm uJmy OYImm Plumapgredbma mummW holdv.md med�eloe ubhn(m ell Eelkvmu . Pmmra afbuJdtug.I.omvdrywd6 whve emepmFde to Ambiml Wielvm+af lA md.owplwu bue Peibed fimsh®e mJ pwv.d nw mob I. flmebm dl pmtabe mpEedgbmJ.rorolbePmmiomb n-SPECUL CONS umoN-SYSTEM i A Fnegem:Pm dm fueploce wiW flmbr4k A—QJ CIov arlm,utmq eo0 B4.FOOf.'GS,FOUNDATION WALLS.EEC. ! j I - Dd-IMERIORF S-wnLl_t mimmmlm¢dgtheANJtm..R.r'.Jeblveotl mmpeElem WW auWmitm,pmvAe - A Au wohmbe mmmw mmnre�em wwme.Penfim�ermeerolor� I - A o Vm,�Pme>- YPvm Pleetmmd1ed I- C, dle:lltln eaombmYm bem- - ! Amdimu. ' BS.SLABSON OPADE D.Pmt fimd uv.n om mlphrcemd wv men a(epptrB Gdd . A Ba�ent Flem3nb:4ivrb wbemMevo[amd emeeJeeleb mivgeevm m6m dlimmgbma(m mllmr? I F6-SPbD.L CONS3AUC130N-SIRULTURca-N�USED tlm romin®pl«d erm6indnofmvMd rm«Gx DS-INIHNOA FBRSHES-CARPFMRYAND MILLWORK ,I E6-FOUNUwHON C13UTATiON AND DAMPPROOF.O 0.Wmd B+mbmrm:ClmreeviDuy+dned poplmmmmd pmfdeo(mir:immJo � I KI.KM@!IG-BPIF WORK, • A. Ibwm eombomd.m b pn�d W pumd wvh3 fiwb mua. ummvJ eoPmmm6 dnwivgv B.Weod Tvo<Clm eodpFl-p.maved popW bmmA alydngiomem bma Primed- OI-IJIeLI'Y 9ERVICFS' and Commd wa36Nrb oub I A Ru.im cmmmuvmronew mp3crymn j C.BuBem Cuewoh CI...eeeiFbt-pdndpoplu Aimed mdpuvmd wim3fideh B.Fmiomuoe d'ewe3c ero-4v:Avrim Puimem*dremigam vewdryweRrm laaN el,engNrc-evH.Dmc sxKLL ummmhmnm<.mp mew,a¢, emP�Im Amnim rmmdew.m � gAmbimm. . .Pro.d Fdma nmipdioe. m 'i j CI-EVfEIt10R WALL CONSHlUCI10N .Sou e®xp ryr�:B�vwmwaye•Admi nnivg e3uem G3-PAVE,@TISANDAPPU0.TENANCE3 > A FmM SRyK Purim flrdmth�g em made No prusnmommdwmdbh mad fur Asmpbtu,mW,bmn;eM hula.Wl.pmWnQ,and bJlNoyppm ddl OT-Wf0000.DOORS.iRwl.1P.5 AND HARDWARE I I j . mefmm m me euvcmel eodomePlmrmd rpadlloWov. A B.Dommmee F : luu To much m(SmlS wmdebouve uer.PdlmF m be cunom.:mE fehMamd m down ovdmdngv _ � B.foedub¢Nm�iml6 imJra lEirk l;lv-fibmblm4n lovdrtiogtrM pyu-fmM. j ! ROVEM1IINIS ANDAMINff S-NOTUSED Q-FLOORCONSfRUCHON I ' APmmh:B mbflmr�3.and uoderivrmmtmmNemamuumd eo®mae P and b01� I GP.o . I ryr�MAdom ' G ImmimDml xmdwm.FWtlxvn JWl mvAaam' IM,Brtla mdemdaU mambN emu - I mg met thmughom me mdo d IAN333 C3-ROOFCONSIRUCIION F1GIf3YT E-ENROL O KRVICE9 1 ! atl a[SydtEmB A Femdm and Jlvetlmummofmmmdeu«aveluW^�dmleed -<ji..•_.. M-CONVEY..-NOT I epeuRbtlam'Omlow tEdem�flrmoPorm mvovuLLmderm9lemmd } j r r, � P.. i ..._ •- _ .NOT FOR CONSTRUCTION PROGRESS PRINT _. ... MAR 23 20M 6Benneity(suest'Ffiouse 33 ma ood.Ave 1�Y a3m assachuaetts SlDdton Smith Inc-Archtwe..,;. ,1¢.J.oy Stceet..Boston,Massachusetts 02114_ - - 3.Telephone• 617 '227 9062 r al . Pacts 126 ` \ 'o ,Stw_6 '23 \ ItYANNI (Swn.d\�11 sTpy1y 1 \ LOCUS PLAN J. 1 1 s Calm Assessors map 297 4 \ rw Por xl f29 'c \♦ \\ Y pia _ P—127 �J "bfJ I 1 \ >BM"?..w USE I 00� D°'` \ 1Z. R, a�AN89254g LEI ! \\ >b�e� 2�� • " Q p+ i: \ a \w� A 1 ! i ; .� \ r o,h,1 � Pay.!120 u • f� `V _ s a Pia \1 � �J`t�M�14 r\1 v ,.q\ \ (1 a Hgy r SULLVAN y IVIL Genefal Notee: `vy��--»•• Lt M'T �� system to be removed. . lets E1 1182'MSL 2.Far Enisling Pool see Conservafion ComrnISSIM Filing SE3-3351 for app70vel and notes 7eP ar f:pncrefe Bound !NOTES: FEMA AMSAMNAUM MRl(wELI Y ICENA•lSDJ c_ a== �_�-'� Yt-' .1, Thepropos dMt1Ing lies w.Vn the FEMA 700 Year flood pain Al0(EL75.0)as_ _ __ shown an FIRM Cammuniry Palrel N0,250001 OOOBp geNeed July 2,1992. 33 MAJ wooD Avc _ =�^ Tko1BLTlOCwtSWt. J/YA/YAh>:�brf, /Y)/} _7EMA -y'.�__ / �'� .2. The are 1,470 square rest^more or lessor enclosed space below the base llaaf elevation 15.0 - _ BWart.This space lsd.s(adtoautanaftflly 8WaliMhydmstatic flood fonmeon! --� Menorwalleby allovArg rorthe eutcmeticentry and slut of flood waHars,3. Flood waters areallowed to Aow In a no out of the onclosad space thtougha 3kayryjmtkukl�izudm Ora.Orcmdidmc --- - minimum ol2operVngs In the leuntlation.The openings ere to have aminlmum AN)Epy7 M— total area of 12 square feet(1,728 Squere lmhes)and are dzedtohavea OR chkm �—�13/�E6/as r PLAN VIEW m�nimum not amof one equ Inchpe...eM_mf"Of.nlasadswject ed I Scale�l'= ame'The warn of the opening shall be no higher than one loot above grade. Lne y equl ONeolta»d Bawer.,, ! ❑ ��pst Tldel�` Nor ate automatic a,bededpof ldoodwatq s.lwvara,orotherd.vt—thatallow 4.The top of foundation shay De sal et eleva0an 15.1 NGVD.The top of the oa Me gear shall be set w Td!am.mnacema,ad® �. - Hyanni 8i aGu�7.6NGVO.rthe0dshedgradealonghesouhandwesstlesofaeAAdigtobeeevaaon' S.The proposed accee.wy structure—Piles wlth,the efdellne,and sal beak requirement.for the Town of Bamalable. MI.. PREPARED By, PREPARED FOR: SITE PLAN PROPOSED SEPTIC SYSTEM .SUII1VanP V16t0 ngineering,Inc. sawn Maxwell T. Kennedy •is SS MAYW06D AVENUE Po B°•ass Po Sowne 33Moywodd Ave. Fes 14,2620 0efarMl4 MA 01635 NJm�nb MA 02601-Ol,. arTV C,y�L1b�,.aG ES HYANNISPORT,MASS• Hyannisport, MOSS. wrt.a�zaoo-cwnwcOR®NTTONOFq[�.$TRYCT0.a QE ,,\\ N y AUG G,Iry-jq FEMANOcES 30 0 7S Jo so Dote: Scale: 120 Fled: RLI. QfV .1 Dmyf: RCu �Ps JVAIClt UNE 2 1999 AS SHOWN Q CORIP: RONew: Pi SFfpw LO n1 GOM WOeL1C It wtlT Jl t1.1 Prot! moos Drewing kv SUµcEzial� vE�R_TVA *I_r :snr.6et +ieattess D o 7tz^ER P p LW y� i N E\^F 1>6 Root x T'Rt M I . I F1,R5T FLDOR ! tAMN 5acp !1�'. _��,. �I�l1bh� I °E>IIST IN4 5ZCjnrJ'D FLoo,R `DO RIMCz'R (Z1GH-r EL.EIVaT onl =R - t! t Sri �- r is MDET] C-x�sr. 1—to�sE t4tw SEcotic> FWvR f L G- T EL E\/"�Tl o T•\ (I ` LiC° ��Y':f �} �a , �x. ,� �, f - � � 2 — — — — — — — — — -- - `� i � ' � - , i 8�(,`�. - -___ r ht L'� SEco u� F�-oo-ti �'----- .. .. .._.... i �'D. ___...__ ., .� ;,, _ ��� 1,�: ;' . p- '; l ( y �� _ ,; ;,. - , ._�_�. - t _.._._.. �C-pDi�nN TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_ .l Map -8-7Parcel, Application # 0 1 Health Division Date Issued Conservation Division Application Fee 4> y Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street.Address �� acjL(1t) � y Village 4U Mr%i SDCf-+ - Owner z �A)!� aA Fal6n Address 124 Wel le de 4 kMaA+, IF Telephone ) �o�(n~ 5(0�!� T MA 62-4?f3 Permit Request an� Je dt ° - 11 i SA.1 low em C • oo� = It s�ia►lr r cs� r � fe � ��r LQw �d pal Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new oning District Flood Plain Groundwater Overlay Project Valuations 8e Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _.❑ Two Family ❑ Multi-Family(# units) r� Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other l Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count .Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑Other. Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: �n r� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # ? Current Use Proposed Use I �' t APPLICANT INFORMATION _ T (BUILDER OR HOMEOWNER) Name �J Ia & Assoe_(&ks Telephone Number '200 ?"1 - Address License# (S 76•`33 2 4UZXN0I S N et_ 021001 Home Improvement Contractor# 255175- Worker's Compensation # W CA O Z 18 O0 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO f ed �rtmn SIGNATURE DATE FOR OFFICIAL USE ONLY . APPLICATION# DATE ISSUED I� AkP/PARCEL NO. A i r " x � i ADDRESS VILLAGE OWNER + DATE OF INSPECTION: 'FOUNDATION O�C- x t FRAME i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ; GAS: ROUGH FINAL ` FINAL BUILDING i DATE CLOSED OUT >` ASSOCIATION PLAN NO. 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 `, A Please Print Legibly Name(Businesstorganization/Individual): 11la a S:56C.t a-W, Address: t ® ®S City/State/Zip:l ` Any :s !� . O O Phone 518 7) 34� Are you an employer? Check the appropriate bog: Type of project(required): 1.L7''f am a employer with 4.-❑ I am a general contractor and I 6. ❑New construction employees(fall and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet: 7. ❑Remodeling have These sub-contractorsemolition 8. D . ship and have no employees ❑ workingfor me in an capacity. employees and have workers' Y P tY 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right df 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 infomiation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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 m-nployces,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: A P to Tf1S- Co. — Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: F2 1 O a j uj o d e— City/State/Zip: ,gams � ti�i Ms d+)i Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). KA 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 statemarit may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify unde he pains-and penalties of perjury that the information provided above is true and correct. Si ature: Date: j - _ Phone S Official use only. Do not write in this area, to be completed by city or town offwiaL 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 Instrudi®ns 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 ore om en a ed in a joint enterprise, and including the legal representatives of a deceased employer,or the of the f g g, g g � rp g g P 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 deemed to be an employer." e grounds or building appurtenant thereto shall not because of such employment be deem or on the gr g PP 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 fori 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 TowTi 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 io 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: The C6mmonweaM of Massachuwtts Departmont of Industrial Accidents Qffiee of Investigations i. 600 Washington Street Boston,MA 02111 TO. #617-727-490.0 ext 406 or 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia KITTREDGE INSURANCE AG Fax;5083936983 AGUNU l:tKl ll-1VA 1 t Ut—. LIA#i1L1"1 Y INS"UTANG� csR cv VIOIAA5 07 26107 .PRODUCER , THIS:CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Kittredge Insurance Agency.Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 15513. Otis :5t. , P..O..- Box 1129.: " ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Northboro" MA 01532. . Phone: 508-393-7-744 Fax.508-393-6983. INSURERSAFFORDING"CgVERAGE NAIC# .INSURED INSURER a Acadia. :InlI;urance Compan 31325 INSURER B: Contlmntal S7esSera Co. T0804 Viola Associates" Inc. INsuRERc:. Box'389 INSURER D: Centerville. MA"012632=-0389 INSURER I- COVERAGES I. THE POLICIES Of INSURANCE LISTED HELOWHAVE BEEN ISSUED TOTHE:INSURED NAMED ABOVE FORTH$.P000Y.PERIOD 1NDIGATED.NOTWfTNSTANDING ANY REQUIREMENT,'TEFM OR DONDmDN OF ANY CONTRACTOR OTHER..DOC.UMENT WTH RESPECT.To VMICH THIS;CERTiFICA .MAY BE-ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS.SUBJECT TO ALUTHE TERMS,EXCLUSIONS AID CONDITIONS OF SUCH P.000IES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY.PAID CLAIMS. I . LTR N TYPE OF INSURANCE POLICY"NU6MBEit DATE MM/DD/YY)E DATE MM/DD LIMIT$ RAIIGN ENERAL UABILf1'Y EACH OCCURRENCE j S] 000,000 A X . COMMERCIAL GENERAL LIABILITY CPA0217.962 04/29/07. 04/29/0� PREMISES 5250,000 'CLAIMS MADE OCCUR:` TdED EXP(Any one person) s 5.,'DOD _ _... " .PERSONAL&ADV INJURY s 1,000,000 GENERAL AGGREGATE S Z,OOO "OOQ GEN I AGGREGATE UMR APPLIES PER' PRODUCTS-COMP/OP 2 2 0 O OO AGG 00 POLICY:R JECaT LOC I r Emp Ben. " 1,000,000 AUTOMOBILE ukl"UTY _ L COMBINED SWGIFLIMIT g1,000,:OOO A ANY AUTO MAA0227963 04/29/07 04/2910p (E''�"tl ALL OWNED AUTOS BODILY.INJURY X SCHEDULED AUTOS I fPerPereon) I S X HIRED AUTOSBODLY 1 X.-NDN-0WNEDAUTOS i ". ��I�RY g PROPERTY DAMAGE $ � (Paraccaaent) GARAGE LIABILITY I AUTO ONLY-EA ACCIDENT $ ANYAUTD OTHER THAN E4ACC S AUTO ONLY; AGG S " EXCEMA)MBRELLA LIABILITY { EACH OCCURRENCE ; OCCUR CLAIMS MADE . I AGGREGATE g I DEDUCTIBLE. s RETENTION S . . S WORKEIRSCOrePENSATION.AND X TORYUTT MITS ER EMPLOYERS'LIABILITY. 8 . WCA0218000 1 04/29J•07 04 29/0 i-L"EACRACCIDENT s 500000 ANY.PROPRIETOR/PARTNERIEXECUTNE I OFRCERNEMBER.EXCLUDE07 1Fyer dsrnbc.trtrde> EL OtSFJYSE-EAEMPLOYEE;S 500000 SPECIAL:PROVJSIONSbelow.------- -.-- . ..: .:. ----.__. _ ___.. -_ '.-..-� .- ---_ -.- —.. :. _._:-EL"DISEASE�vDucYLIMR- s500000 OTNER. DESCRIPTION AF:OPERAYIONS 7.L05TIONS/VEHICLES/.EXCLUSIONS ADDED BY'ENDORSEMENY I SPECIAL PROVISIONS CERTIFICATE HOLDER 'CANCELLATION; o ' SHOULD ANY OF THE ASOVE.DES..RIBED.POUCIES'BE CANCELLED BEFORE THE EXPIRATION ➢ATE"[ MSOF,THEISSUINGIN RERNIILLENDEAVORTOMAIL:.ZO' DAYSWN(`ITiTcN TOWN OF BARNSTABLE 1JOTICETO THE CERTIFICATE MED�TO THE HO ER NA LEFT BUTFAILURE TO DO 00 SHALL BUILDING DEPT - : ... . ... .. 200 MAIN ST 7MPOSENO;OBLIGAmOWORLIABI 'rY OF-ANY KIND UPON THE INSURI;N.MAGENTSOR HYANNIS,•MA 02601 ,REPR ATIVFS AUTH REPRES):N T1VE res:. ACORD 25(2001t08VACOR ,).: i _- I - i 1 � R 1 6 ;oard of Building Regulations.and Standards - Construction Supervisor License { Lice s CS 76332 ! Btrthd& _9/.5/1960 ExpEra .0,09 Tr# 4218 Resc KEVIN BOYAR to PO BOX 716 �N W BARNSTABLE,MA 02 8` Commissioner t a Board of Building Regulations and Standards j HOME IMPROVEMENT CONTRACTOR Registration 1.55622 -T ExpiratioAM 26/2009 Tr# 255175 a T'a Individual KEVIN M BOYAR`- KEVIN BOYAR f 1050 MAIN ST W BARNSTABLE,MA 02668 Administrator t _ Town of Barnstable RARNWAVIA MAM Regulatory Services + Thomas F.Geller,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 wrrw.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder !n ,as Okimer of the subject property , I hcrcbv authorize. ti�,4� ro act an tad behalf, in A matters relative to-work authorized by this building permit application for: (AdJress of Job) gnaturc o Owner IUate Print Name Q:Forms'rbuildinFpermil5le�ress Rr6nd 123107 t'h fir.. MA °�; � ',�' �+�`�' C•-�` � �` �'�-may.,..,.., Ji 3' .a, ° r C z c > N„ tiA r } Ail Ilk ia........... a z 9 r^ ' NAME PROJECT tw �J� ADDRESS: 33 4-0 PERMIT# PERMIT DATE: �j M/P: —7 LARGE ROLLED PLANS ARE IN: . BOX SLOT Data entered in MAPS program on: I o (L BY: q/wpfiles/forms/archive THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M DATA T.6 act I /y .\ \ gJ \. ( LOCUS, r CSdrth'd\ylese'my SUK0,°,� M �4 LOCUS PLAN sp o r nw .... �\fd\ �� _.�• I � / � ' St ditty Aereesors MOP 281 \tee\ ;•\ �!; \ 1\ ne - Percaf 129 ,� .rO79uP.oy zce�io�'..eewlle -1 I 1 1 \,\.\.�•,\� ` \C,\\ I ` ��,,�°O '�,�(.o yQ . �,. ere tt,1 I yI}• Ij 1 /. O� 1 m I �Y.. \.... \ I I I I - \� \ \ � c 1 �':°fiq - �D lo- o a g 1 1I ad`�h I I I I I \ :a,1� �• 40 he Rp '�. owr N 89 2'S4 E I orAM °.N`1' -� 1 I- I ! 1l-\ \ a � % / w m- a -jj. -s, M �`V - .i\gl'°1 \. \L>`y,ti�'i'4- •Z3'_c.,v ro— �I 1r---- 12 a0r SUTANAN p _ k13OL. CD y \ y 1 R, 1 .aYnmruN.anm'rwl.aaraT Is-'--- \.t! _ T \ \\ / '(38nerdl aeons s/atmn to ba renroveo. .. Nd(� `� �/ i. m°C—t —t 12.F°r Exlsling pod See Corearvatlan cortrnlsalon R ft SE3,Mi for apprevat one r1,,SS NOTES: FEMA MRGttl7/1AlR 33Xu/fiLL / / -_- 1. ine P"",, aveilingliwxiean the FEMA100yearfioaop&n AlC(E1.15.0)ae { MHo droop Ave fiy �� _ 2 manow+aneF)10RM Comrmrdty Pmtel NO 2500010008DRevised J,ay 2,1992.. LY9NNi113if /!){/ f'[M+r 70� _ I -� ttlOW.7e are Nsep alseCbe9t(mem ortew)aferclwed space Oel_0,e base noel elavadm 15.0 ' Splteom 8taomellcally aWalize hydmatat c Good tomes m �jt- FMedor Wage by allOWing for9te alam188C why and Blot ofnood vAYB19.P-./ 3. Rood-of are anow°d toetoinantl altdeteercloseda �+Wd.'+EnAp yppymdm49cofCnedidr L'7 - � ' �' mtrrcmun of 2opeNrgaln dlelande" The P°Ca Mrougha - _ T7' xw• lmalamed 12 oPedngsamlohave aminlmum spuareted(1.728WUmImhdS)artd am Sizeemnavea 1 r PLAN VIEW minimunnetaeadonesauamincnpeev i - ❑ �� 'monad"}Od`� p O Sceb�l =3O' The q.Nnga may be eQyoPenln9 Shall be noo 0herastan we foot above g�rSd9 vOmautmrzm�dtt� he aut rrut1c en �a,t q r rhea W N screen louyere,ordhertlevkes that allow a,ills rotdroundad D,Then etln Itoy�pl d�gm 1&1 Ncw.TheIop or U*o IWO hoar Mall WSW ar ikbNmt�f°woddaeda. __- -- y� n I S elevaem 7.9 NGVD.Tna"Shed grade WON the Sauer and Writ slew d the bolding to be elevaem . • � ao " � a.orJow. r 8.Thte proped aeoaaaory eblmtum complies with the etddme end set book m ow 77f1e: - oq ae ufreems for the Town of Bafmdable.. PREPARED 8), - - '" ~ SITE PLAN PREPARED FOR.- PROPOSED SEPTIC SYSTEM SalllvanE P6V7610 �33 MAYWOOD AVENUE po 9u �Q �° �� Maxwell T. Kennedy is O,fsA*MA a M33 Poe-na 33MOyw00d Ave. Fes lq•'ap�p HYANNISPORT,MASS. Mine MA Oe'°t *••+cos f�>— �H:1,iae.(aq dxcor-o7rar„do,o-„@r„e„�„m� Nyxinnisport, MOSS. Wa.as,zero-�N,vwa OR�aNTATON OF ACC.bTRYCTIRa �/AuGG,19Jq FEMANOI� 0 13 30 do _ K _ DUNE 2,1999 ' kale: 120 � RlH _��OIOR: R,IM' .PS ,`4H L JV4C$ S/ ASSHOWN Comp.: Rdrfer. Pf-. .. en9w COIV GpM W OtL`L l\•Ad 1T tG1 .. P•o�l v�oae Dro.;/ 6tItJCE,2il,,.�61 'DE•?A�T•W({�' 3'RGQ@.R 1lDD2�SS G+VrnaEct� ® - Qom-• -FOR OATE� IMT.IM*: P. M �, PHflNEtI OF RE?URNED .+ PHONE 2 YOUR GALL AREA ODE NUMBER EXTENSION 1 PLEASE CALL MESSAGE VsftLL CALL", �i AA}N .. CAMS Tq WITS fG1 5EE YflU ; kt;NEO �nlVefS 1 48003 `NOTES -�- .. �W f � � � � �; ��� _ __ _ 5/� i W r -+' TOWN OF BARNSTABLE BUILDING PERMIT•APPLICATkON Map o� Parcel1,2 //L' Permit# Health DivisionDate Issued , Conservation Division . ee Tax Collect --SEPTIC SYSTEM MUST BE s<< INSTALLED IN COMPLIANCE Treasure �o - WITS!TIT1,.E 5 �NI NMENTAL COI (7 ADN!,-D Planning Dept. N REGULA, F6f r ' Date Definitive Plan Approved by Planning Board ��-.. �� Historic-OKH Preservation/Hyannis N Project Street Address 6000 C?' a r Village O , Owner X /// Address Jelephone ,Permit Request S //l Square feet: 1st floor: existing proposed 2nd floor: existing proposed 6 50 Total newer . Estimated Project Cos 1d00 00d Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size /�• y� /9C Grandfated O Yes O No If yes, attach supporting documentation. e le, Dwelling Type: Single Family Cif Two.Family '❑ Multi-Family(#units) Age of Existing Structure /&/i Historic'House: ❑Yes a o On Old King's Highway: ❑Yes Flo Basement Type: ®'Full ❑Crawl rAl Walkout ❑•Other Basement Finished Area(sq.ft.) �� `/� Basement Unfinished Area(sq.ft) �U Number of Baths: Full: existing _ new o2 Half:existing new Number of Bedrooms: - existing ""` new 7 Total Room Count(not!including,baths): existing new / First Floor Room Count 3. Heat Type and Fuel: 'WGas ❑Oil O Electric ❑Other Central Air: ZYes O.No r Fireplaces: Existing . New Existing wood/coal stove: O Yes ko Detached garage:O'existing O new size / d Pool:a existing 0 new sized O Barn:❑existing O new size Attached garage:O existing ❑new siie A Shed:0 existind O new size Other: Zoning Board of Appeals Authorization ❑ Appeal# ; Recorded❑ Commercial ❑Yes,, ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number ' 5WI_ 60) SYS . Address ' �f License# S Home Improvement Contractor# Worker's Compensation# ALL,CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO } SIGNATURE DATE —L7 ' FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - r MAP/PARCEL•'NO. 'ADDRESS „.. - VILLAGE r OWNER • ,� � - .. k r � ��.. - ' ~, _� <' i '. on DATE-OF INSPECTION _ • =mot `' -♦ F A, t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL> PLUMBING: ROUGH FIN y � 7 co GAS: RO M FINAL FINAL BUILDING CS CC DATE CLOSED OUT ` rr m _ a . ASSOCIATION PLAN NOt'= ! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATYON w Map o � F Parcel ' ti i It Permit# Health Division I�`'`� 11) ��(r,/ ovi p�a �"ee ate Issued � J �c F Conservation Division `� 2 .c�,:� ;Tax Collector`_ Treasurer.. Planning Dept/� d&k&r Date Definitive Plan Approved by Planning Board L66P,1 L, lc-- Historic l�q5 Historic-OKH Preservation/Hyannis Project Street Address Village" / All/ .5 .10. n 17 Owner X � i° �/ ��i��'�/ �ci Address ` Ur` flfl�/ �S Tel phone t r 'r Permit Request Square feet: 1 st floor:`existing proposed� 2nd-floor;existing' y proposed Total new 16ia O / �' iRol Estimated Project Cos(/�D4 000 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size,' a Grandfathered: ❑Yes O No If,yes, attach supporting documentation. �;, Dwelling Type: Single Family C( Two Family ❑ Multi-Family(#units) Age of Existing Structure NOX/1Z Historic House: ❑Yes 21 o On Old King's Highway: ❑Yes 0'N0 Basement Type: W Full ❑Crawl U"Walkout ❑Other Basement Finished Area(sq.ft.) / F-0�Y/_ t Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new r Half:existing` new Number of Bedrooms: existing new 1 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 2110 Detached garage:❑existing ❑new size Wd Pool:©existing ❑new size,OYYO Barn:❑existing ❑new size., .1416) Attached garage:Cl existing ❑new size ,/UO Shed:❑existing ❑new size Other: - Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# C .s' �(0 GQY Home improvement Contractor# Workers Compensation# ALL'CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT;WILL BE TAKEN TO SIGNATURE FOR OFFICIAL USE ONLY PERIRIT NO. " DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r J DATE OF INSPECTION: FOUNDATION FRAME - r INSULATION " 6 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DAT)S CLOSED OUT ASSOCIATION PLAN NO. �J JUN-23-19:99 09 ,1 38 Ali GAYS I Jr. LANE R0- S,Y 3 LM3 508 74 °, 02 ., mcwltj i Pn+'�PaaJc9�ler Os�aad y rPrrii��l i twt�dil)i<ol�S•fa�s'J�r�c WO fto w Faab MIRA=ur4 mrof lM Qla�a= Main camq wail Arty g °�ide�c� + Rrval:u' 11,.►� wau Pam Pscksaa IS i m 0.40 11 13 19 !0 6 i9 19 10 d 13 19 IR A I15 AF" `yt 3 13 25 WA x/A W°� �� t.�;; Wit u x= U 1396 O.Ad I9 it is �� V is—A ?:. 2 w• ti ARLjE w 15% 0J7 30 uAFUE x !=1FL 012 Js 13 23 wA WA xMmal Y I*M% M42 31 19 2S WA WA Na=j Z it" Q4I 3S 13 19 10 f 90 AFUE AA IEve oj0 1A 19 19 ! d 90 AfLIZ 1. ADDRESS OF PROPERTY: Y5 P + 2. SQUARE FOGTAGE OF ALL EMWOR WALLS: a 304 J. SQUARE FOOTACZ OF ALL GLAZING: z '. 4. %GLAZING AREA(0 DIVIDED SY #2): S. SELECT PACKAGE(Q—AA-see chart above): " NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENT:; ARE AVAILABLE. ASK US FOR THIS INFORMATION. BL"ILDTNG INSPECTOR APPROVAL: YES: No. ¢fornv•f96C303a J The Commonwealth of Massachusetts ' = Department of Industrial Accidents ' �� -•�•'- = Olficeol/orest/gat/oos f — 600 Washington Street - w Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit mix, / name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one workin in ca achy / %%/%%%%/ %%//%%%/%%%%%/%%%%%%%/%%/%/%%%/%%%%//G%/%%%%%%%%%%%%%/%/%�%%%�/%// ///%%%/l ❑ I am an employer providing workers' compensation for my employees working.on this job. ..::::.:..::::::::::.:::::::::::::: :' :;::>:: om an .name.... : : :.;'.;:.. ::.;::;«;:;::::::>: : ;::'. grYdress.. . ... _ ahane# ... r, ::::>:z>:>:> :in di ..: . �.. " ::. i*t: :i ,• .::.. .. ...... ..... . .: ❑ I am a sole proprietor, ge eral contractor, or homeowner(circle one)and have hired the contradbo listed below who have the following workers' comp.. ensation polic..... es: ........... ::: ................................... :::::::.:...........................................................................,:::::..::::::.:::. .j ?i3z0' ..I., . . ........ ............................ ..........:....... ........... : ,:... «> i'$ir i": ............. ........... .... .. ..... ::?43:v:.R•.. Fig fi:!i::iiii i`:;ii}ii:isti:+:::::isa:?ii:tiv i:::i:::jiiitii ::.;i:;i:};:j.Ti:ii;iii}:;i:;i:;:!?{:;::i::yii:ii'I.iii.....:':;$::•?i ii:;:j>.;:;Q:;?;v i:'::wt•:x :;4i}:L::i:•i:i}i:•::w:i::•::•};h.:}i vw;r :..::ii:>i}Y : ' • •iii}ifv::;v:: ::'::'.v-iY-:�i::•i::^; ., :..:..:: :i:i::i::-iii:i±:..: ri ... .. ...:::. :.:. .:.. . hone.#. ...........:....:.;:..:;.:::» :. . .�.>�.,.>�;:•;• sue.:.•-•>.::.:>:a«<:::;.::: . . .... ................................................ �...:,.........::> :.......................................:.................................::.::.:.....................................................................................................:.......... ... »»>:»»>>:: >:::_::»:: address :<:::>::."S ' .............. :? 'z ...... ................... .... :.::... ...................... ..::.::::::.... :..........:..::: ........:.. .... .. .... .. ....:......, :: ::: ........ .... .. ... .. ..... .. .. .. ...... ....: ........ ......:::;i',.•.ti:::::: .••:j}iyii:<::f�::Y:�:::'iii::::6:....:... Failure to secure coverage as required under Section 25A of MGL 152 can had to the imposition of ctmdnal penalties of a fine up to S1,500.00 and/or one years'Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a One of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification 1 do hereby certify under the p ' allies of perj that the infor madon provided above is btu and coned Signature ' Date Print name /f Phone# official use only do not write in this area to be completed by city or town official city or town: peradt/license# :C3dding Departmem ensing Board ❑checkif immediate response is required ectinen's Office alth Department contact person: phone#; her_ Oevised 9/95 PJA) H � m Z � z Q ua J �p Z (Q tQ ---- -- — —_ to la tll - Z — _ o ac Z la - FHO � n-- U n w �— o QL Q w � (L Ulu [[u7u] BANK STONE STEPSlu BANK F J tll FRONT ELEVATION Y . SCALE. 114' a V-O' 5NEET ,. � DRAY•�1 B7: KW DATE• 6/T/9q u n z � co Q nto J � 43 Q W N n co l[_ go- LLLL ® Q F �aLL I L tut ouz r �a � a REAR ELEVATION q U a SGALE� I/4" - P-O' R Y } F ` SHEET A2 .JOB, 9907 DRAWN BY. KW DATE- 5/7/99 cl M -- — IL ----- — ----- __ Q W tu N C3 Z 'D zm � . O n Un4 -- ---- _--- --- L———J -_- - - SCALE. I/4' P-0" - Q -- - ~ flu o tLi t I i�- =--- -- ---_--_,. SHEET i-EFT ELEVATION S ,. SCALE: 1/4" 1'-0' 9907 DRAWN BY. KW DATE: 6/7/99 - 1 51-d 3'-O" L'-d 3'-d II•_d I1'-L' ____ IS'-G' l�� (n 9 EP 1r, N� FUTUREiy- 6 O m Q xx S O O a HALL - p Q UP Z IL t O BED OOM ttt r - - O OOUNTER 9 N FUTURE'.. iv to Z _ SINK L REF O n ® c O n O BATH Clz O �. O V b '9 0 W A � z 4 ® Q � BEDROOM #3 n b Of lu ERED PORCH O ::E tr BEDR-OFOM st2 i6 0- h s L �i 4 ,•-a S'-a T-O" 5' S'-d 3'-b' to r z CLUESTONE STEPS + I Q STONE WALL - 8 Y } Q F Q UP 61'b I SWEET FIRST FLOOR PLAN (D5moKeS A4 SCALE, I/4" I'-O" `MO7 1 DRAWN BY. KW DATE 5/7/99 61'-d 47-0' Z ,A m — -_-_ —_--_ O 0 ID i RUMW ° � 10 ® BATH u � HALL I D I NO K ER NA O I I I NO KNEES w •t„ Q �XXX( a OPEN M sOj BELOW jRAll ---1- L'-4 I/2' I a-o' 7-4' i� LINE OF w I O _RIDGE 4BOJE I L 10 -7" �. b LINEN V RAIL i _ STORAGE LO a �_ C 0 Z q LT Of O 1 RIDGE ABODE' 11 �p /L/ co Z Q 8 (DECK -- -- 3'-d si 1 w'_a r 2'-4 m O o O In I 2 BED�2O #4$ I c U n w 2'-A'-p tL W 0. a 1 L a - m _ 1 b C O 2 O BALCONY tu W. 17'4 12'-0' 18'-d 17-0' / ^� \'nn6 KeS I Z �p z SECOND FLOOR PLAN $ QQ d SCALZ, 1/4' . r-W Q DOOR SCHEDULE WINDOW SCHEDULE E KEY CITY. DESCRIPTION R ING MFR./P1OD KEY QTY. DESCRIPTION ROUGH OPENING MANUFACTURER/PlODEL I 4 EXT.FRENCH DOM 6'-0'x V-e' ANDERSEN FWH6Oi6APLR A 11 DOUBLE HUNG 3'-2 W x W-9 1/4' ANDERSEN 5054 2 3 EXT.FRENCH DOOR 2'-10 1/2'x V-10 I/2' ANDERSEN FI,4-r2960 2 DOUBLE HUNG 7-L 115'x V-6 1/4' ANDERSEN 2442 3 6 2Li8 SCREEN DOOR G 4 TRANSOM 7-6 1/B'x I'-11 1/4' ANDERSEN TR2418 4 3 20i8 9CREQ1 DOOR D 4 AWNING 3'-0 1/2'x 7-4 1/8' ANDERSEN AWN 8 3 2868 SCREEN DOOR E 2 POUNOATIO4/CEDAR i 7 26"INTERIOR _8 1/2 x L'-8 1/2 BN�F 7 I 30K INTERIOR OBl 9-2 1 x i-6 1 8 1 64LL INTERIOR OBL 6'-i I x L'-8 I/le A I 2 20LL INTERIOR -1 I/2 x L-0 I W 2 IiK INTERIOR I-8 I/2 x L-8 1 It 2 24LL IN7ER10R 2'-L 1 x✓-8 1/2 17 1 EXT,FRENCH DOOR I I ANDERSEN FW460460SS •TENPERED Q-69 BELOW IB'O.P.P. - jacI. 9907 •G.C.TO VERIFY ALL SIZE t gJWlTIT7 PRIOR TO ORDERING DOORS •G.C. TO VERIFY Au.L oN"U$DUANTITY PRIOR TO ORDERING WINDOWS DRAWN BY* KW DATE. 6/7/99 47-0' �— 3_IO• 4'_0' 3O-Id V � - p � a � m o I �c O'LCO: I ZQ . I eULIwEAD I � V • i IDIB RDfT.I i "1 ' V L � � I IL I I — Z J I L-------------- ------ --, ppQQ I I W x T-9'CONC.WALL i 16'•10'CONT.FOOTING I I W Z n Y l i oo ao I ° a © j % i• ® ® UP i I zin O I lv (v (D I O II1 Q , � Un i I v WALL NEIG+T I I s'-Id b�-e• r'-lo• v-Id r•-ld c-e• e I � c1( W CHANGE I OL L-J L J U L-J OUTLINE OF II 3 I/Y 57EEL COLUFINS WALL ABOVE— I 30'.g f'.12'CONC.PADS TYP. v % ® r' 1 T-10 ln• T-9• r-9" 7.-9' - I - js• lV I I � L—`l I I I 3-2rl'1 GIRDER r 1 r 1 I Ilu L—J L—J 14'-d r I I CONC.WALL STEPS ------------- J I I'-ld IN LOO� ----- 33X(NDER DEOK —— —-- ZIGNT CHANGE lu - �E I' — ---i %u�'A I Y a Y m h -- ------- L2'-O", T-O' Td -iT-dI.N-d 17-0' ' sY'hees SWEEr FOUNDATION PLAN SCALE: I/4" - I'-O" JOB.. 9907 DRAWN BY. KW . .DATE, 8/7/99... RIDGE VENT/IX8 CEDAR RIDGE CAP c. 2112 RIDGE BOARD .. ---- to RED CEDAR SHINGLES - Q `- ' 1 S/B"COX SHEATHING R30 F.G. INSULATION Z IL lu Zd2 RIDGE �10 Z� 1 Is V Q V2p1 e•W C C 'h10411i'O.C. JU M� _- 'h0 •IL TYP.CEILING: Z�/ Ix9 STRAPPING - W_ E113 V2'GTP.BOARD Q BEDROOM n4 a O co ----- - - Tyr.TRR'I. Y CONT.SOFFIT VBrv.2-6r4 SOFFIT t ` 4 '+ 1.6 FASCIA v ��■ Iwo SECOND MEMBER. " Z '.. ' IxE FRIEZE BOARD AND BED MOU NG LDI i • L O y M— BEADED T*G PINE - TYP.E)fTERIOR WALL.. l 2.4 STUD WALL/RIB F.G. WSUL./ 3/4,COX PLYWOOD/ BEDROOM I #3 q BEDROQM #2 W.C.eNEWA.ES /mEK(OR CORNERS W.0 SHINGLES /WOVEN CORNERS PITCHED SLEEPERS/ g - V7 MOMASOTE/RUBBER - MEMBRANE/P.T.SLEEPERS/ dA MAHOGANY DECKING TYP.FLOOR: 3/4'T$G PLYWOOD SOLID BLOCKING• J J Q MID-SPAN _ • 'O 2xl • I6 .C. II _ 3-Z42 GIRDER tu 3 1!2' TEEL COLUMN _ t a BASEMENT I/2'cONc.SLAB a Q SECTION "A" - SCALE: 1/4' - V-O" - �- f/.AB.\iN�EET • 7 -JOB: 9907 ' DRAWN BY. KW ' ti ' DATE: 6/T/99 47d . - 2v4 9TVD HALL • O P.T.BOTTOM PLATE U Q J %s z LW a OF DECK JOISTS HUNG A b'LONER N/ITETAL 200'.116 O.C. HANGERS TTP. - - z •'NALL HEIGHT 10 to� CHANGE O X 9-2>rY1 GIRDER - N RLL� iy_ UJ *CL ' C . 2,1&.s 16.o.c. v . Q 2,10.o 16'o.c. D a - 3-2 12 GIRDER " lk 2r10•.O Ic'O.C. i'WALL HEIGHT CHANGE z 7C Fz Va Q - TONE FnLL ., ILLAR — PILLA - •. - wQ Q 2-2.10 HEADER B'-d le'-0' 2'-0' W'-0' 2'-0' 12'-d Y lI � FIRST FLOOR FRAMING PLAN SHEET SCALE, 1/4' V-O' .. DRAWN BY. KYl DATE- 6/7/-A o - u n (coco ---- ' I Q w Ld Z to ' ll �sY16'O.C. 1 - _1L w � n 3-9.1/7'LVL'.FLUSH Z ,( ' .101ST9 SUNG W/METAL SANG IERS TTP. CD I O - - `V (r w 2"o.•16, .C, bI {L 3- R 1/2'�LVL'.FLUSH // I I'JOISTS NUNG W/METAL - ANGERS TTP. r cQc 2.de 16'O.G. L 2-2e10 AT DECK rtu '- DECDE�ST'S HUNG Q s — 2Yloe Y 16"O.C. � Z wo g Z IL SECOND FLOOR FRAMING PLAN SCALE: I/4" 1'-0' - - 314EET... JOB qqDT DRAWN BY, KW DATE: 5/7/4 1 V - -------'--' -- - --- ---�-V - - - ----- — -- - _ r --- - - of Q w L_. IINN Ul— p Z � -- —' —� - — aC to G �---- co § Uto n w Y luE • r ------- i I Z Z I tu Z d ROOF FRAMING NGPAN 5GALE: 1/4" a I'-O" T SWEET A1O JOB. 9907 ,y DRAWN BT. Kw DATE 5/7/99 h 3 i . I I 'MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-2-2000 DATE OF PLANS: 3-23-2000 TITLE: New Construction PROJECT INFORMATION: Kennedy Guest House Hyannisport Ma. 02647 COMPANY INFORMATION: E.J. Jaxtimer Builder 48 Rosary Lane Hyannis Ma. 02601 NOTES: MaCheck by Cape Cod Insulation INC. # 1434 COMPLIANCE: PASSES ' Required UA = 364 Your Home = 362 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 984 38.0 0.0 30 WALLS: Wood Frame, 16" O.C. 1598 19.0 0.0 96 GLAZING: Windows or Doors 406 0.460 187 DOORS 20 0.280 6 FLOORS: Over Unconditioned Space 896 19.0 0.0 43 FLOORS: Over Outside Air 32 30.0 0.0 1 HVAC EQUIPMENT: Furnace, 87.2 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck INSPECTION CHECKLIST Massac4usetts Energy Code MAScheck Software Version 2.01 New Construction DATE: 5-2-2000 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ l I 1. R-38 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-19 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.46 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I DOORS: [ ] I 1. U-value: 0.28 I Comments/Location I I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location [ ] I 2. Over Outside Air, R-30 I Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 87.2 AFUE or higher I Make and Model Number I I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or i joist cavities/spaces used to transport air, shall be sealed i using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I' not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: i All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I ( ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ) I CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-l" 1 0-1.25" 1.5-2.0" 2.0+" p I 170-180 0.5 I 1.0 1.5 2.0 I, 140-160 0.5 I 0.5 1.0 1_.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- �F THE Tp� 1 The Town of Barnstable • �nnNsrnac.E. -• Department of Health Safety and Environmental Services rfo N,pr A Building.Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner 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: S� Estimated Cost Address of Work: 33 OLW 6ug c6amjus paf Owner's Name: Date of Application: Thereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PE ALTIES OF PERJURY I hereby apply for a permit as the agent of the o 4dv . E.� -n Lo(so Dal.D�' ? Registration No. OR Date Owner's Name q:forms:Affidav �- ���-�'� ,�y �o,v l.�T�..'� �_ , r~ s Dear Ralph I am writing to let you know that I do not now, and never have planned to rent out the little guest cottage that we are planning to construct this fall on our property at #4 ' Maywood avenue in Hyannisport. I hope and trust that all is well with you J Thanks M i dy x The Commonwealth of Massachusetts Department of Industrial Accidents `. Office oflntresuffaftlis . � 600-Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: E. J. Jaxtimer, Builder, Inc. location: 48 Rosary Lane city Hyannis MA 02601 phone# (508)778-4911 ❑ I am a homeowner performing all work myself. ❑ Fam a sole pro netor and have no one workin in any capacity ❑x I am an employer providing workers' compensation for my employees working on this job. comaanyname: E <J. Jaxtimer; Builder , 4$: L2osa:i" Lane address..: Y ;... city HYann z -MA 02601 phone#. ( SnR)77R .aalh Eastern Casualt olicy# insurance co. — 'I"am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who,, have thefollowing workers' compensation polices: P comoany name: _.. address. one#. :... - . insurance,co, golied# t:omaand name-.. :..:;:.. address: _. . city- bhone# iinsnrance:co.:.::_. ...:.....:.:.:.>: o cv i Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand that a copy,of this statement may be forwarded to the Office of Investigations of the,DIA for coverage verification I do hereby certify the pains and penalties of perjury that the information provided above is true and correct: 1Sipature r Date Print name - J. Jaxtimer Phone# (608)778-4911 official use only do not write in this area to be completed by cityor town o.Mdal city or.town• permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other jrevised 9/95 PIA). 6-W - , - " I . i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a8 7 Parcel oZ IW �® + Permit# _ -/ SEPTIC S 'E,v,Y,11 I�1UST BE Health Division _�`�- 3a.6 INSTALLED P1 s0P.,TPLIANCE Date Issued 8 �140 37 1100 �J !WITdVI ,,. E Conservation Division i Q,C f1wv _Tm ._"oa7 o7y dLL g A� NDFee bI �ENT xCollectorTeasurer If. ' .��J -,�:t� d - • Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address � 3344rMaywood Avenue , Village Hyannis(Port Owner Max Kennedy, Address 4 Maywood Avenue , Hyannis Port Telephone 7 71-4 4 9 8 Permit Request Demo and :remodel. interior of Kitchen , Bathroom, Office and Master Bedroom. Expand Living Room area by enclosing existing porch . F v Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost ;379 ,000 Zoning District RF1 Flood Plain Groundwater Overlay Construction Type Wood Residential 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 0 Oil ❑ Electric ❑Other - Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:O 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 F e s i c e n t i a 1 Proposed Use Residential BUILDER INFORMATION Name F.J. Jaxtimer, Builder , Inc. Telephone Number 778-4911 Address 48 Rosary Lane , " Hyannis License# 003251 Home Improvement Contractor# 11nr,ng Worker's Compensation# rarg7_FAr028 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ma ' s Dumpster SIGNATURE DATE FOR OFFICIAL USE ONLY 111 PERMIT KO. . , DATE ISSUED MAP/PARCEL NO:tr' ADDRESS VILLAGE OWNER DATE OF NSPECTI"ON t t FOUNDATIOIt1 FRAME INSULATION FIREPLACE e ELEC17I4AL: z ROUGH FINAL 4 ; PLUMBING" ROUGH FINAL* GAS: ROUGH FINAL 1 FINAL BUILDING r s• t � t DATE CLOSED'OUT s ASSOCIATION PLAN NO. t i 1 `Op 1HE)o The Town of Barnstable BA MA LE.SS, Department of Health Safety and Environmental Services 9 MASS, 0a 1639.� �0 prEUMAys, Building Division k 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspections Location 33 V%-., Permit Number L Owner SW WAD Builder1 One notice to remain on job site, one notice on file in Building Department. The following items need correctin p,, CZ) :f t �� v V !!!�-% �� -73 S 3 tk-. ,-ems ` a ,t Cc c-,.) (::�3 b f_ Please call: 508-862-4038 for re-inspection. 6 L Inspected by Date The ,..-. . Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner 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: lm(�(CI- Dfy&O e-(UIMDGL Estimated Cost oco Address of Work: ?)3 IM A-4 woo fQNFi ( 1�11 S �d f2 T Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Job Under S 1,000 .[3Building not owner-occupied C]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: IGNED UNDER PENALTIES OF PERJURY I hereby apply for a pe a agent of the owner. Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav o ._:-_ The Commonwealth of Massachusetts _..;.�.- _ 1; L' Department of Industrial Accidents Office offnlresfigatfons 600 Washington Street v� Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: E. J. Jaxtimer, Builder, Inc. E location: 48 Rosary Lane ► city' Hyannis MA 02601 phone# (508)778-4911 ❑ I am a homeowner performing all work myself. ❑ I am a soler netor and have no one working in any capacity /////%//o�///%%��%%%%%%%%/%%%%%%%/% %%%%/��%/%%%%%%%d/%%%%%%%%%%/%%��%%%%%%%%%%%%%%%/%%%%%%��%///%%%%%%%%%%%%%/// ❑x I am an employer providing workers' compensation for my employees working on this Job. companyname E• J- :Jaxtimer; Builder , Inc.: address. 4$ ::L2t�sa.ry Lune city, Hyannis MA 02601 phone nR 77a::�acal i insurance co. Eastern Casualty olicv# / /M/ ❑ 'I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comoanvname: address::. city itisurance:co '. . olicv# //"//////%%%//% company:name• address phone#. :.; :..;.:..:::.. ..........: or Failure tl�secure coverage as required under Section 25A of MGL,152 can lead to.the imposition of criminal penalties of s tine 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 tine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Oftice of Investigations of the DIA for coverage verification I do hereby certify under the pains and penalties of perjury that the information provided above is true, correct Signature° Date Print name E. Jaxtimer Phone# (508)778-4911 official use only do not write in this area to be completed by city or town official city or,town: permit/license# ❑Building Department � i ❑Licensing Board [0`checklf immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised 9/95 P)A) 4brop F..p \S.I 1 \\ \\ \\ \ \\ 1. So HYANNI llk4 \,. \ t nc .. ..LOCUS PLAN �SaaTMQW6st yaunDla��as£5 QJ �� 1 \ '�a".may \I S-101l =2000' ae` 1 ` �. i r \ a` \ \ Aawuoro 'Corp 2B u 129 1t\ '0- 0 ' \ hued vee. +z7 'A i rro e/Oox,eJe:e•wrd I I l f �'.I. ) \ `� \ \ I t \ ,;: o o ti \O•� .e�?' w°'/ N B92 54 f r oiM °.<:r',s \ I I I r I � I µ �1 i p - L W>b tih• 0.176 L Q ..e \ p I I 1 '\ ,Q of vorcd 120 T \ 17 W 9 \ �W y-2o /I C\ \� \` . � / q _ O \ \\\ ice i1—___— UVAN �,VA Pan..1 rse -'� ' zlc \\ owl \\\ \\\\� _ �-f; rz-----� �1�p, o cvo"itirse rt / � '` _- - certnet Notes: luv®n�xeOnrtlT.u.emet '9——_——— is r'S j/ % 1.EbaErg t>aMIC system to be mmoved \ v,L��\.1 --i=% - /� Taw E>•fAe2'MSL 2.FWEYJsbn2 Pod aee Cmservanon CommisOm Ragrev SO.3361 foreppel arwndes V+ �5� rep o/Conaete Beund NOTES; FEMA \ e—� I. ThOPMposdl Awellirglleavldenme FEMA100yearn000pdn AIO(ELIS.0)as AFFIJlANt'aI1At@ ,Y)ANW6l.l•T lCENA/6DJ ieMCC— ' ��—�' — — --- dlowrt anflRM Corrvnunlry Panel N0.250001000W RBNead July 2,1882. 33 MA•I 14/POD AYtr zgll�fi l ' --' 2. The are 1,470 squareleet(mae(rtesa)el a Isaad spacebelowthebase now elevaam 15.0 1100t.TfOG1104 JhAA+MlfBrF /11A _Fang�.$geE?B�_= _--4— -- - NOVD.TmssPx leaespneetoaucanaacalyeq�wllze .nynredaac nawromea on r exterwrwallabyanoWrgfortheautomanc entry and ewld good hM waters. e J. Flood Mesa amallowod to sort a cW of the erclosed ralNrtaon of 2cpwftsIn me fwndagM ThOOMI gs tosto have amlmmum 7abpo)meuatre�LDemlmtdnONaotOoedtaeu ( �' -'Zy told ereaof l2squarefed(1.72esquarelnehes)and are alxeatohavea PLAN VIEW rnhIrn=netam,admesglmrefnchpareveyamaalootd"Weddswiect O, �,0. _ _'_—� _ ;,�� r a�a.,haDanamd�ap�lre��1be�h�ha.Vimweladabcmgrade. 1,M o Scaled".30' The opertmgsmay be°gUlPPsd Win Weems.buyers,erolherdevioas that avow - ..f ndd H a r the"to"'"'entry and Wit of flood Wders. Q4adOmadwF ❑ ����'� - n l� - 4.The tOp Of fcundallon stag be so at elevagen IS.1 NOVD,The top d me concrete ft-shall be set at - devanm 7.e NOVD.The"Ish8d grade along the SOM and was Older,of he bu lding to be elevaom a &ONGVD. ��0� ® bw '— _ N V S.The Professed GOomeory structure cthnpllee with the eldellne and eel back ' 1 / requirements fw the Town of Barnstable. 77tfe: PREPARED Br - PREPARED FOR: y SITE PLAN m PROPOSED SEPTIC SYSTEM Sullivan Engirleertng,ina cap®sflAP9/ Maxwell T. Kennedy Pal esx sea Po a-71e 33MDywood Ave. MAYWOOD AVENUE af.ww MA azes3 117unk MA OW"71E re�Ma.,,. Hyonnisport, Moss. r\ HYANNISPORT,MASS• r• (Wo -�+":"^ reoa,e•,w,r �,: 'o ' N ZEy AuG G 199g FE Mgt.\Ot'✓= 30 0 t5 3o e0 120 FNriC RLN _.. mft, RAH +•vs ^o . Dofe:DUNE 2 1999e, Scale: AS SNOWN DanP•r Review: PS vej JJMC7d O t✓ PM].1 97oae Dr Jng e+row Cora oOt-A W OfL1G 6kt C:4`I tit CK 'ple ARTWt i�7T 4TC E ET a.DDrtESS G+IAna Est. Board of Building egulations One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 01/14/1956 Number: CS 003251 Expires:01/14/2002 Restricted To: 00 ERNEST J JAXTIMER 48 ROSARY LANE HYANNIS, MA 02601 • Tr.no: 13740 Keep top for receipt and change of address notification. -- -- - -- - ---- - - - -- "- --- --- - - -- -- -- - - -- - d .. .-. °5 HOME IMPROVEMENT CONTRACTORS REGISTRATION . I, ` Board .of Building .Regulatio.ns and Standar?ds One As hbLrton Place - Room 130-1 Boston , Massachusetts 0.2108 I ; HOME 'IMPRO.VEMENT' CONTRACTOR L_-- - - - - -- I' s <R�egistratio'h 110609 Expiration 11/03/00 Type. PRIVATE .CORPORATION- HOME IMPROVI-- -CONTRACTOR a , p; Registration `110609 E- J JAXTIMER , BUILDER t=INC ;. r TI; 1: s` " z Type PRIVATE , ORP40RAiI6 ERNESyT J JAXrTIMER Ik s I;• .,, ; fEzpisr�atioo- -J1I/,03/00' ^ .� 48 R,0`S'ARY LN it MYANNI�S MA 02601 } X _._ E. J�J`A TIMER, BUILDER, ZINC j EfJEST J JAXTsIMER ARY L'N ADMINISTRATOR ' N . ANTS M A`02601 r` ILA 1. J Kennedy Residence { t ' 4 Maywood Avenue 4.► {s Hyannisport,Massachusetts { t �JUI)gl�,-SKELTOIL 5MITIt INC. `. °ARCHITECT j.. 1 t' f l f 16JOY Street,BOSTON,Massachusetts 02114 rhone,617.227:OAD6Z 1' Prdimbary Bid se LLI lwfw� - . . PI �Yn�w�•Gr,Ylw fl� - •.LI Wwb�W\��W tloiY ' ' W ts�6�•Y�iY�IY MLl brWbY .. A-LI A�arlW LLI hM1-�Id lw� . MLt lsI MrIW LIJ bsi M-Omb11W NOV 231999 i r 3 � ♦ ♦ e ss - „r-____.� ��`�"♦`ram-�pi -_ - � �� �1. E. _PL D N . NOV b 9 EW9 , - �.H�HnD19pOfts M388athu8ettB... - Judge$kelianSmithInc Acrhitectv... 3 Joy Suest$osmq Massubusevs U21L4_._ Telepfioac 617..=-..9062. L-L --------------- --------------- i LL==Ul I. ------------- -----------=----- - cwF .F.Tt.•i 6�.l n4i.a1 .. V2, rjxt II it -_- 777 k:; I A PLoOZ 7LAN a aw . .. NOV 23 S99 _ r.16 0 $iced 8osooi 'Massacfii�seasA2114'. 1 T honc 617:227:9062- �7udBe Skeltoa$midi Iac Accl�itecis ) ➢ �P 17 s.. zwam i. . uc • 11 �a. v*� o .�a_+Nrnu�® eaH- w1L • NOV 23 1999 geunedje 92.a:u.. AINay®.ocaAve..' peat,Massachuetxb i,Meaie (Judge Ska�ion$muh Tad ieSw'. 16 Joy Stxeei'Boswn Ivfsa'sachiisem 6Z11 4, telephone-'61�.'727 9061;. — r I 1 _ rSt t i r•.e.._n4ia►. _-:._.:'__Tl..:u_:.1 .rf.1i�.: ..-_._.._T'li' _._......: nc..rl.eo- eu.Lb+.V4''� r; . ; I .no' RLr► � r] � 1, 5rltr.rl I NOV 231999 &eiaup�y BeeideoEe. 4 MaywoodAYe. Hyaol,iePuet.Maeeuhunetm 16.Joy Stint Boston.bWoschusetts 02114 T ephoac 617.227.9062.: r i + + - I of� � VN b. � Ilbi � � III ��--. .. .. �:V� ��-- � V � � b � V ��b�� � � �•� �� ' =T,10N,. .'A'-A. - NOV 2319M ' - ;ffeaoedg.Agitd�oce 4 M,ayw0d Ave. _:Hyaoaispoit,.ItiMassachu"tts _.. .._. .Skr]ma.Sarith.7ac.Aahirnts... ,,16Jny..Stteet BostogMassachuaetu.Q2114.: L.tde tio=_617_227_9062__.. J �. WINDOW SCH'EDUL.E k ;; Fm m ,m ® 1 v ,m d S � 1 _TTPti__�tl� _ ..Pt`tip_. .:_T.P��t ..Pt4 b' _ TTPq E.t- fit • 1/ 11 J I 10t an I P.M.km .. I I J I . J i i TYPE ,.Ft. ' ROOM FINISH SCHEDULE M Rmn VAae/ ,McaE /I�b CII�, PI/�r I.Mtl, ' � 1 VAtl ,Il/// Plufr ' tm tm amTN W .. VAd Ito Ed / Uft Eldft ' h YIo// PYbr VAeO IYtlr i . BOV 211999 4 Maywood Ave. .#iyaau poit,Massachusetts —Judge Sk I"ag=ilh.Jnc-Amchi ctq 16 joy Street Boston,Massachusetts02114. !_Tdephoae:_..617.227-..9062.. DOOR SCHEDULE . ®® wureta >� name fYYe wtnc tud� _ lu.n.s me rna1Yr s te�c xteyYr e t� four c ,II'IC1I''ll lou esae 100 pig A . T,VE lFa TTPC �R�:... TTYc 'c�. 'fir, 1pl li " sle ' � me rrsi• �+ ' _ i su t++mr A rom e,s ' ' Tpyp f41Bp A ludo my .... .aaC Trugr ftrwn enuf dmr �':. ' Y1D IDY �0{e ' NOV.231999 e _.._.. - _.-.__. ..... . .• _. .,..„.!.fi.-e-RTrl r llmr..dS ltrr�l.+T�-oA tn-rMri rla; _... H Massachusetts dA:e -" "' M .02114 . .617_227.9062.ldfoy Street. osmn ssac3Ss .\. _.. .. A-9: i ' � .� � � .. ". .. � •. .. a ar .:.OtSG)q(!.IrN.— — __ r Y y \ � -- - / i�� �•—® ' ens.. _c � c. - . 1 r .1 1. 1 1 . - .� � 1 1'1 1� �\ .tin uua, wuw:.M1.F.Fn.N[o�w�a .• \ NOV 23 M9 _— _ -- ... ". . a ELEc7gIGAL./ucMT'PrT.:LerTelm - R=T= e.T�c 00 Vs eNITC ry^^I'crRl T T i 7 .. I. n a rw.ar _ GIMHtt a oT aNl Ls e�'.. eGPtaial• _ INraN .I �. __ w 77 � � a .._®' II H.�41 rim — � I rl �leGOND PL ove:'!L'l.C.T.,—I- PLAN NeH HALL NOV 3 Is" j Smnn •dm r - �o - JudBeomi Achitects 16 Joy S Boston,Massachusetts 02114 rTTelephone:�617.227,9062 --------- -"" --- e-i-': _.-._. ram... ---- 14 t Kennedy Guest House y ] � S Hyannisport,Massachusetts $4 j `JUDrF,� SKE LTODL 5MITFt 'INC. "'ARCHITECT'$ 'f 1f 16JQY Strcct,BOSTON,Massaclius¢tts 02114 Phone:617.227:9062 ' Berra,/FM FbmPW Pmn Pn•/ ' A.1.] 5®dPNv/RwIR.e RoofR+e Pa/D.e6 - - ' I A11 NmA/SmA/err/me•0o..uw i> G NNwa ' ..'• AJ.1 5¢®1/Beim]/Rm FIR Sdd,a PJ�adN - ' A-SI WY,doe/Dee T.,e MS•1vAie Bem•m•/Pe=Plom/ ]aa,d Pbw PJnniJ Plvu '. NOT FOR CONSTRUCTION PROGRESS PRINT - - _ MAR 2 3 2000 .Ki �1 SITE -P LAN - � NOT F CTON PROGRESS PWNT ..__ ...... _ .._._._... ... " assa._ _ I AR 2 3 2MO r Guest Ho lKesmedy use: 33 Maywood Ave HyanuisPort.M ch usetts f Judge Sk8ton Smith Inc.Architects` '16 joy Street Boston,Massachusetts 2174 I-- -elcphobe 617.227.9062 -........ - -r-- 77 OAK— ...:..Es'-✓ �Ytr�rMMq NAY.. --- ! ' �` 0 -8 a pAseneNr P�nN� _ - �_FIRsT F�oo:o•pyn J.... _ . 'NOTFOR. CONSTRUCTION' . .. PROGRESS PRINT . _ ... Gncat T�ova 33 Maywood Ave. W,- YAR2S2: . I!6dgr LiAtoo:Smith Iric.VISION = �16 joy Stmet Boston,Massachusetts 02114'; ��61'7 ALI -- - -- I - _ NOT FOA GONSTRUOTION- . PROGPMS PRINT.. Kennedy Guest House _ .33 Maywood Ave. H -._......._ _ NA 2 2W0 .R 3 gatuuaport,Maesachuaetes . Judge Skelton Smith Inc Architects' - 16 Joy Street Boston,Massachusetts 02114, 'TelePkone:. 617.227.9062 ,..i F ' 77. . __............ rr y y • t , 'xoN orf' ELeynT loN . ❑ ®❑ 1 .:._.__._.....i....__._ . ... _.._..... ..... .. .._ ._. NOT FOR . . .. 3 E`sT eLev'.71oN .. ��seo..P-e CONSTRUCTION - y.'.f.•. ) E LE VAT ton PROGRESS PRINT . V,'.p 9' Btnxdy GgeatHouse 33 Maywood Ave. Hyannis MAR 23:7D00 port,Massaehv9etts Skdcon Smith - 11xd'>itb •16 o Sueet:Bost!aq A4x4ebusects: Y:A�;:" .. J J r T4cphonm 617.227.90&2 l L1_1-11J i i I I I •i _-- _ _ .. /�� 5EGT101.1 •P.• .. - i � Z g EC j�O!.I '�'_ . _ ROOM FINLSH SCilEDULE ' r1Cme �• Gma I . lod Paced PWn - .:�.,.y.......-•.:...=.:r.r....:..a:..........a:...',i+•n Wod od P®ed Pnan Bdnemd Weed mnd W I ,. . ' RrAmam wad Wwd Pm wend Pied Pdn - B.d - - t05 Bade®S weed mood Pm�PI++m mood M1=adPNw � _. ' . Sac wed Mad PL:n^ Paved PWn ' Shc HaYI mood Wood Pctrd Pbn wmd Pmed Run � . Al BdWom) Wood Wad Paio-d Phan W HaYi Woed Panmd PWn Wed Po - weed P.Dea rc.n Wad w:,.e w.n NOTFOR rad.dda wed P.oed Pn.n med P::ea ro.•c CONSTRUCTION. •tu. •— P.�ed n..n PROGRESS PRINT MAR 232000 . .-Kennedy Guess ETouae i ;33 MagwoodAve'i �Hp'aantsport,'bI'assachuaCtm: Judge Skelto Smuh•Iac Architects 16 Joy'Street Boston,Massachusetts 02114� -Telephone: 617 227.9062 �I 17777 I . ` l'1:-TYI�IGAI; b7ALl. SEcTfot-t A ' saxcc,'C:'•��-n'::�...:._ NOT FOR CONSTRUCTION r• PROGRESS PRfNT Beanedy Guesi House=• :33 Maywood Ave. ""Hy—ni-Pom Massaehusetm >°MAR 23 2000 Judges toa Saiith''fnc Architect§. 16 Jog$aeet Bostoq Massachusetts 0211� Telephone: 617.227.9062 A_32 - s . I wirJvoad--7_=T_05.:.. -- WINDOW SCHEDULE sarazve'=1' _. I i IF I FM I dzdmmuresne ,J.B �. ._ z a P W d T Anded' IdaSd P Wad aidd Y-I) rzs r Do:di T Di.idad ./ Weed ood Sam z.uss r.rxr-r move Daaee x� " med jFM V.— Y.I I s s A Daase Tv sh.Jd move daa z.0 s r.-s• Dame Te. mood s® � . i Ya) aJ.S" C vDi.ied' Seam weedSmm mad TY fe _ Txf-S D wad TV Peid.d- - '�' -::SYP.='� !T!_'-, weed lS.^ 9.mv WwdSa® i . - I T-II) a9-)• Woad Sb 5® eae Sea - a)] 8 mood 8 !M— vaoe Sa® I I azJ)�• A Weed J1ve D:..a.p I .. f-�—T - . IN IT2] x9-]• C wrod 0iibd.. 5� Weed SaemW - FED-1 16 fZzJ-)• mad Tp Di.:dd' I� 4 I MI Za)r'Y I' mod Deuce b .. med Aanm SwnP]n Woad Scam � _ - be SJ)rxJ1' Wand bade Tm Deidrd mad Sa® i Ta r I wme DamY T '' med 56ume 3�vv: W 1 a Y-))riJ.1• wad DauAk Tv ... weod mwd 5¢ao .. . . I _ Dome TV D:.dad' mad Sams med)n® i T Wad DaEly l)va Lw.ld mood Sam md5aw I - - � � S--))r•S-I B Wed mdd ]q® vad Se® i. ta) a]-) H wmd Dwde)hn Tu Diode) ]ewe - � B v wad Smm I, 0 DOOR SCHEDULE po:o:R CYf'E5.' ' ' i a/YaaTc' I)/Y B Wed GuWm)1:e Divided li�q v/mead Sa®Daaq Opvzbk wood �❑' Im A ii a sr I)/, C mead IQZB ��x6d I)/r � cad m]C x6% I)/P vaod I. IBl D Sa a C edA S�zfr )P D mmd .IMA m frx�d )>r C i ode .r I)/r II1L1111 i IM< �'a6Y ))/r < LU.4TmdBim M]C Ta'zJd We C TTK_e^ D)SdzJr I)/r wad CavgTm Die:f.d q./' e,mbae Sam.Donn TT.M1'e 'Tf0'c I . . MIA tq l'ar a6'd I)/Y - I M)0 Cp l'-IPard ))/r C Wed - 1 IDAA ira6r I>/r C wad , i =B Tra6i' I>/d• C MIA fdx1Y I>/P C Wood - / iM)B I'da6r I)/r wad - ftlC SPz6d I]/r wed GamaTN DwJed]yEq v/' wmd]am.Dave "' D s>Ir wed NOT FOR Mla Yr.sr I]/r c wed - CONSTRUCTION MIP Sw•afr I]/d' C mead _ � •. .. .... ..... 'PROGRESS PRINT :gemedy es Gut Hoseu 1�'�aY°VO°d - HY�aPoN,Massat•Lusetta ' - CJuifge Slrrlton Smith'IacAzc6itects" :'16 Joy Street-Boston,Massachusetts 02114': !Telephone: 617.227.9062:' �I- x - '=fit - � - , �• - -- - psT F�oo p.Li,.t1 . � � � -!'I.BCiPICIi eYY80L lmBio � - • it I' 41 - I. I 1 I NOT FOR - CONSTRUCTION. - . PROGRESS PRINT ISenned Gugt. fN18Gi a3.Ma}nm C�yagwapntt.-Maesachrisetts .LJudBc$Iorlton:Smith.Inc.tlzchimcta.� � � �� . 'Y6.�oySuiet.�osioa,�T +*�02214'i � _ ._.. _... Tele�honr..b17.;227..4062�� :..t^� � s •' a—ezlxuon WMmWs � rtlntaM aysman -- —_ _ NKWcueraol>$ro¢bn Axm haft PdAKWw.K�oaRor I AuyumhieFBevvhn_- . � HYANNNORi.MwSSACFMETIB - � � A WaamP ARmalme BuG�ea rddmNv hagbms0 vfwmSm®e .. 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Department of Health Safety and Environmental Services 'ti'Ec�►�" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 11,2000 Rycon Corporation P O Box 212 Barnstable,MA 02630 Dear Sir: Your request to withdraw your building permit application for 33 Maywood Avenue,Hyannisport,MA and have your permit fee refunded has been approved. P Enclosed is your check for$620. Sincerely, Ralph M.Crossen Building Commissioner RMC/km . a M.A.P. INSTALLED BUILDING PRODUCTS P.O. BOX 1309 SAGAMORE BEACH, MA. 02562 (508) 888-3599 (508) 888-9609 Fax Date job completed: Address of foam application: 3 P AXwcz% Inches sprayed in: Ceiling 5" R 3 Walls J R OA Slopes Overhang b 3`1. Bsmt Ceil Stwl Mockers & Runners Cath Ceil Cath Walls Knee Walls . AM Walls Crawl Ceil Installers Signature: W, DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 ral Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important:. Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For�lnsutan a Company:Use Al. Building Owner's Name Joseph F.&Susan G.Fallon Pohcy�Number �r A2: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAiG Number .-33 Maywood Avenue(carriage house) , City Barnstable(Hyannisport) State MA ZIP Code 02647 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Barnstable Assessors map 287,Parcel 129 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.41-38-03.57 Long.070-17-48.71 Horizontal Datum: E NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 7 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) na sq ft a) Square footage of attached garage na. 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 2 within 1.0 foot above adjacent grade na c) Total net area of flood openings in A8.b 112.3 sq in c) Total net area of flood openings in A9.b na sq in d) Engineered flood openings? E,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 Barnstable - 250001 Barnstable MA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 0006 D Date Effective/Revised Date Zone(s) AO,use base flood depth) July 2,1992 July 2, 1992 A10 15' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item 69: E 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 E No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction" E Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,VI-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Mass DPW Disk"113C"Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)12.8 E feet ❑meters(Puerto Rico only) b) Top of the next higher floor 23.0 E feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) __ E feet_ ❑meters(Puerto Rico only) d) Attached garage(top of slab) __ ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 15.2 E.feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.7 E feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 13.7 E feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 12.4 E 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.) understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001.❑ 06 648 Check here if comments are provided on back of form. Were licensed latitude lan and lonsurveygitude in Section A❑ Nod by a oa `N Certifier's Name Richard R. L'Heureux PLS i AR® R. License Number LS 34312 � R1�r�'4` ,.. � Title Professional Land Surveyor Company Name CapeSury L j�tbREU>} No. 34312 a ® a k Address 7 Parker Road City Osterville State MA ZIP Code 02655 ��E tgsfca��,Pa a Signat D4te Telephone 508-420-3994 t r G9' o/ FFMA Fnrm R1211 AAnr no _ Ic I IMPOATANT: In these spaces,copy the corresponding information from Section A. Fo l surance Company�Us r.. 8'uilding Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. PohcyNumber 33 Maywood Avenue(carnage house) City Barnstable.(Hyannisport)State MA ZIP Code 02647 CompanyNAIC Number F SECTION D-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 The lowest mechanical in this budding is a zero clearance fireplace in the west wall.(bottom elevation is 152) Si ature . Da e ❑ 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. El. 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 Address City State ZIP Code Signature Date Telephone 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 for a 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 R1-:11 Mar OQ Building Photographs See Instructions for Item A6. Forllrisurance Company Use Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 33 Maywood Avenue(carriage house) City Barnstable(Hyannisport) State MA ZIP Code 02647 CompanyNAIC.Number 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. Flo x $g} ygy pp It FEW 771 F n' East Side South Side a r 1 � IP. �n F. Y West Side !North & East Side T - 1 - - — - -- - — _22` -- - --- - --� 21 41 I UJQCI� c,3Nr...-e-tz -25 as 'PST I I fi i NfaLM it i - 9•� I I " \ � I''Cl 2X I6` I' O.`. tv��NE1 ZSuJpsZ 'I _ uC 3hx1. _ I 3r i�.Grtu.�r= �LUC Q �LA-13 ef�f lu -- // j 2=. %Lu Rer6RZ 1 -T ' I f I gTL,)C-TVn f L- C-0LJYr1tll 01.1 ^�x2- c 1. fzv�tCr+J G01,4cg-Te- w1 iLu.'joNo u F1 RST V-LouQ_ c eiuwc, F/f1vA15 Z I lot 1 , V \-UD R 1 b o< 1,L,s- �-jjx 12 a.I1>c f La 3 R= � .. . . I i i `` y"I �Z-3o i-tr3i_fL6Ln-Ss � / I 1 --- �w/f�'L cT-i wC.tL) - SiY'..�:.d-JraL CULtM'1tv5 ; - ' yZ," Gl7x �L>jwooa �F(t.-�rl'-Hliact F. Y - iz- 15 F1Gto_ LA-1- 1. C ✓I Zq R)km TinSVL1Y IO l uccv:_, J .I na-.rriZ '•�--.____.._---�i y, Roan-e 1 I axax REue v1�7N IU }:yD `- ALE: Jl "= 1 r APPROVED BY. DRAWN BY t. L cG, DATE: I Z I I O o�' REvSED f . DRAWING NUMMM * IF " 1 STDYA6E - � . 3'3 _ � 3 RIc"T vmw 1 _ j� IF qI El F] Cf Ej nn x " 2 Z' L_CFT VICW - - . „. FRONT yieyd SCAtX.Y4"- I Svc APPRovEo Br: . oawwN Br OATS:.ZI 11 u} aewsm - 33. YO6 wuub • t(y A-timISpoer Mo, r DRAWING NUMBER F�UvL tt.ovsE of Z t t" � 8taz,r.+ f l ZIP/ r. 1 Ll 0 E',1S1 - G�tu�cC, saIST> Zx 12. j (, WALL IMPORTANT . s � NY CONSTRUCTION THAT INCREASESLIVING SPACE -D .5-Al?S EYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE NSTALLATION OF ADDITIONAL SMOKE DETECTORS. f t L � 3lytt TrC�. 5 vY twtSZ Zx4 St_�T�E25 � 1 ��' Z,y ?.T•)TE: A SEPARATE PERMIT IS REQUIRED FOR THE J JSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL E> H r-`z 'ERMIT D E N T SATISFY THIS REQUIREMENT. CorJC G • o?c�Nc'D �_ In,N• `� - i 511,ec.�_ ,3.E-w.��/ s.�,s�l _ I .��._ _ , _ a CAggON _ �-v c,1..1404,e, rJ}�oN S'i A4 Ikc l-fE - T—�'- 2_I MUST MONOXlDEq + � T i uy jl }a I 3`. ,*l Stl (,'' t2-\ri r 3EQ 3 C c MA MUSTS,BEINSrgCCEDpRMS ) 5LA.ss ,N: w�,�S ! E�SBUILDI fah iv+tu� iZo�M I HUS PER N ODE �c i I - 1 t TIE\/.! cl I E CTxmim { 1 1 >•• t i - f , I t`r . - I I fff ' Obi �QWt"\ Sr1-S F1L5. T05E H ,LLD," - - scat:ii n c ••vrovto e. oc.vvrt e. 1t•1�-oJ' - - _ O.t E. I iJl 05 eEvtSF� 33 sty•,- iD115 �,:p2- i''^'r; , . .w:w..u,,,ete " �t EY.}T7c7i 15 T U"'L NtN vo`n/ I )F . 1 _ f FIRS% FLOOR Y�--a,'" K.zcrtisH ` - — -� - tl 229 PM tZCrnv Ye WAIL - 3De,� • �Dti_rn L>•1ST II.IC ... .. t - sorb eavov®er: txwvu e� Ex�9TING FI.�R. �t.h-NS. ' " y OF �1 s ZONE. • a ASSESSORS REF.: RF-1 Area (min.) 43,560 Map 287, Parcel 129 Fronta a (min) 20' Width (min) 125' Setbacks: Fron t 30' Side 15' OVERLAY DISTRICT: Rear 15' AP — Aquifer Protection District FLOOD ZONE: Zones A10(el=15), V10(el.=15),& C a 04 Community Panel No. #250001 0006 D LOCATION MAP: July 2, 1992 Scale: 9 " = 2000'f caIDH FNO Parcel 121 o a � Parcel 126 .F a3o• e�.c Q•o ? �q, �/ �\`\` \\6 Aefe� e 1 i \ MAW FND ,ham A�� , I v/ / \ O \ P \ \ C90 H Parcel 129 o° 2.9 �� \ 1.43 f Acres Parcel 127 2 Abe /Ove \if/Aao orp"ona \ \ \ / TBM EI=24.90 MSL stone wall ` / \ / Top of Concrete Bound As- �\ \ \ Had e / / O\ CBAN 10' �F .o° FND N 8 7154" E 90.26' i \ \ 1 ` ` //, Q Parcel 120 15.51sne11 orl"°\ I/ 30�4' PR POSED POOL ..... \• ...........E•ys j0f,20.0' \ `� i / ,, o E 1 ..... ce�H� °�° �........�...... /AN =� Parcel 156 FNDI* ........ .. 00 ......ZIP ztn • boa — :- >,.......... No \\ , FAN H of Town & ( �/� TBM EI=15.82' MSL �to Defined Top of Concrete Bound ey^ / O r coastal Bank '� C r f d o no \ 1.00 0 ��3FE6�98 Le end. Lin Last t Deciduous Tree Coniferous Tree / Qs Sewer Manhole aLfj)o Light Post © Water Gate (round) *,�kW MA&,g 0 CB/DH — Concrete Bound PkTER tiG�� Guy ' o su�+.ivAx -O- Utility Pole civic 29,33 ----- E ---- Underground Utility Line a h ohw Overhead Wires ION A, 25 Elevation Contour AXE. Site Plan PREPARED BY PREPARED FOR: NOTES: Sullivan Engineering, Inc. CapeSUry Joseph F & Susan G Fallon 1. The property line information shown was Proposed Improvements 7 parker Road r ) p p y At - PO Box 659 ,1 compiled from available record Information Osterville, MA 02655 Osterville MA 02655 124 Wellesley Rood 33 Maywood Avenue (5a8)428-3344(508)428-31f5 fax OW)420-39"((550)4 pox Bel��T'I on 1, MA 02478 2.) The topographic information was obtained from an on the ground survey performed on ° 30 0 15 30 60 or between 02IFEB107 and 21IFEB107 •* Barnstable, (Hyanniaport) Mass. Draft: JOD held: WHK/DWB DATE; SCALE: , Review: PS Comp.: RRL 3.) The datum used is based on Mean Sea Level +y November 15, 2007 1 = 30 Project tj: 27001 Drawing 1 c268-2x1 Lpw Po1ro7- Note carry over grade as shown � \ \ \ \\ \ Parcel 121 1 LEr1CN IN c Pone.' 126 81 \ �\ �� \�� � \\ � N ote G1AL2C-OIrS ' PRAPOGECJ 5 ` \ \N \\ �\ The intent of this plan is to secure PIPL' — DR iNA r . x s ` Conservation Commission approval STRU CT LLRG /R 1 ` \ \ \ G S-/OL6 STot�E$ S �sK�r�r� ) w .- only. It Is not to be used for construction. AROUN\ NOTEi uTILIt-IES NOT SHOwN O \ �. o �' 0 . N�Eo -ra e� SZ1=L�GATE.i) � � \ ,: 'gyp �• . \ � �, The drawing is only valid with an original, stamp and signature. DRAINAGE STRt_1C.TURE. / � � � f ;Ir. NoT TO SCA1 \., �1 din �a°w°''r AV 1)The topographic Information shown Jy r \" hereon was obtained by conventional 12 Inch diameter cpv pipe to 600 gallon �'onr � ►r st, ,y' ,S ��H survey methods. leach pit with 4 feet of crushed stone with �+�,, �` i J rl' � I \ avo 2)The property Information shown hereon .. , `'' �b �`a,` I was Compiled, from available record filter fabric over stone with frame and �; .�� , e -•�' �• � .��, �� ��, ' +��,\ �,`� I � �. P � grate to finished grade. �LM� _ Mbk \ , information and does not represent an �� ref � a - `�` �f� actual on the ground survey. A ' 3)The datum used is approximate mean r�o�Q r sea level. See plan for bench mark 11i PROPOSED CATCO ZASIN W ITN 1000 GALLON LI AC H \ \ \ ,/. I I t;••. \ \ 1 / �� I-r FOR POOL DRAW DOW f� \ \ ` \ 1� • It ♦ ,\ \\ '' '�' \ \ �� ti 7BM E7=24.90' MSL �� ti•- Top of Concrete Bound proposed septic system / .� I ! �' Q► co ,,:\ J\ / �ti �QAV,"� , '� �, �� I l I' \ moo. \ \ ♦ 1 I I '� �k`�' �' �� , ," i ,� a Please Note: This is an overall plan E �o4T/a O / N �14 {` which represents several Conservation o N ��� \ \ I I I A 'e m , ` Filings whose scope are as follows: gyp.• •D D ti CsAw N 89 2154 E I C9/!dN Parcel 120 '4'0 e .- ��i\ \ �� \\� qk�- PLAN REVISION: .1 ` c �- 12' %o \ \ ♦ I i I I ♦ ♦ r ✓ _ 00 January' 26, 1999 1 - ( ♦ ♦� •,,r!� M 1. Modify work limit around CO existing house. 0 00 \ \� �w �� , _ 9 _ , V 2. Catch basin for pool draw �oH�To r`S�At, p�`�Op. 1 r'1.,M ,`♦ ` 50 t°ot 11 + -� j o p ,� down. • 3. tionMitiga plantings-native >4""- _ ` � species. s i' �. , \ •'K ` W -... ... � 4. Plan view & Section drainage \ ` ,� rsr \p�vPOQ�oL �, �, , y��,,r•►� \\ ` ` .... _. , .,,,; r / 12 - — — + structures. s d�3�� �;.� r, ,'� \ \ \ �' `r� 5. Pool to be ozone Injection. Parcel 156 2 yPA • " � \ \ logyF� ` �. .... .r. .�.If / 73 '1Z) 41 I� ./ — ... .► -M'"'• Ravtsan PLAN SUBWMAL 31]Zrr \ /0000 f1V i�.�/ ✓ .1 17 Ep 01 ✓ ' \ ` /ter. `✓'� .r SE3- 33 S 1 '° o / a\o� �. a 0 r.,J \ j/ �.= +'►`„` " ' cAxrs x 1'l kx. E1►l 1J►E c�'1•ST r�l 1"l i' ,�00�t�`a\ / N ,.4 �• �d l 8 f1k ,�// / 1BM E1 15.82' MSL trZ\w PROM=LOCA77ON: AY1�0� Avg: top of Concrete Bound PETER \ ���' 9- 1< •�. pf .r/i �- !. -�,/: .�'�i ✓ SULLIWAN : -n 14NfVl.S?bleT J v, `.. C >ToP .% :"'r- ✓ N0.29733 ''YC�Cii i I I I ��\ \'la��\�O �j � � � — ry .... '����✓,"ri""'� '� /I � — _ r, 9` Lf4s T11s project il4.4 a1 been�'n ieaned OD Order of Conditions ��'ffL I I I \ \ \\•C`'\" � I'�`'^'..✓'` �✓ '''� r ' .� o r OR Cheek Ow il_P�rLc�� l..ocnnc,r_+ cr_ I \ \ \ ._ — -- — — i -- ,." -- '" � ..� � Orderof Conditions not yet litsued M1TIGAT•►0N PLANTING NAT►VE SF>ECICS 3C•rALLO�,1 POTS t{r p,C r _' y�' ✓ , This plan wW be conriidend on _ AM) Ei�2.7.• DIRECTIONS TO SITE td. 1 h1 From Hyannis: South on Sea Street to Ocean' Avenue At end of Ocean Line � N y 71doi WrQOk � i f Los + Avenue left onto Hyannis Avenue. first left onto Maywood. Project is located at the end of Maywood.Hyon.nl Title: PREPARED BY. PREPARED FOR: Plan Revision Date: Overall Plan Maxwell T Kenned Sept. 30,1998---Add acce� structure, septic system, Sullivan Engineering, Inc. cal (9�UrV y drive and grading (�j ) q 4 Maywood Avenue PO eox 718 4 Maywood Ave PO Box 659 Hyannisport. Mass Dstervllle, MA 02655 Hynnnl8 MA'02601-071e Hyannjsport, Mass. (508)428-JJ44 (508)428-JIIS fax (308)790-7802 0"Y90-7905 fox OCt.2G,1�98 add work limit and drainage /��t Zt 1 PSirl►PFAhM,nr+m onpanrrl�naprood,llat struclure. J toIz�190 /Z 9 Dec.21,1998: Delineate Modified Top of P 30 0 15 30 60 120 Pefd: Oraft: J 1L�k �' N- Coastal Bank, and adjust location of pool, Date: June 19,1998 Scale: _ . i comp;r spa and all appurtenances. Pro], # �7 DZEN Drawing `� ZONE: ASSESSORS REF. RF-1 Ma 287, Parcel 129 Area (min.) 43,560 p Fronto e (min) 20' Width ?min) 125' Setbacks: Fron t 30' ::: Side 15' Rear 15' OVERLAY DISTRICT: AP — Aquifer Protection [District j5ie FLOOD ZONE: ` Zones A10(el=15), V10(el.=15),& C Community Panel No. #250001 0006 D LOCATION MAP: July 2, 1992 Scale: 1" = 2000'f ce17DH FND Parcel 121 a � Parcel 126 eery ti S Se, i e N S T \\ \ FND H 0 � Parcel 129 9 2.9 o f ~ 1.43 f Acres Parcel 127 440 \ Ove / A r xn P Io TBM EI=24.90' MSL Stone wall `� \ l / Top of Concrete Bound . . ........ Ce/DH FND N 8871'S4' £ 90.26 i \ ` \ ` '( ` /,,h Q Parcel 120 '�Fly� E' Z ry4• r Shell Drfv �. 'OA / --- - --- — --=ate'. ��—_ ------` `� �1 "^ \ 3� ' pOS l i., Icvs50 Poo .... 1 �eof t soa o°o , 1 f f.....�........ ..... ..I� CBIDHI 0 0000 Parcel 156 FNO %°o0 5.31' •� J � q o�Q� � �� � —�10-- ti FND 0 of t op of town & I i TBM Ei=15.82' MSL ck,�a j State DOM �/ Top of Concrete Bound ��c.t�^ O-1 Coastal sank C '�•-8� 15'� / r , / Pole v Fla �O C / ,�°„ � j /' •'' �.- --- `- AMA / / IL Legend: Lin W fell rO y Deciduous Free Coniferous Tree o Q Sewer Manhole or Light Post © Water Gate (round) 0 CB/DH — Concrete Bound e Guy nfits Utility Pole E • Underground Utility Line ohw Overhead Wires E. 25 Elevation Contour uRAI11 odif Pool House Footprint do Location 01129108 RE SIGN:Shift Proposed Pool House 9 South Ol 16 08 71TLE. Site PlanPREPARED BY PREPARED FOR: NOTES: Proposed Improvements Sullivan Engineering, Inc. CapeSury Joseph F & Susan G Fallon 1.) The property line information shown was Po Box 659 7 Parker Road compiled from available record information .. A At Ostervifle, MA 02655 Oster0le MA 02655 124 Wellesley Road OOd Avenue (OW28-M"�SasN�-�,f5 (sae)s20-� �) � �e/mon f, MA �2478 2•) The topographic information was obtained Mc'3 33 from an on the ground survey performed on o Mass. 0 15 30 60 or between 02IFEB107 v�d 21IFEB107 '* Barnstabie, /Vf(Hyannispart) ass. Draft: JOD Field W4K/bw8 I 3.) The datum used is based on Mean Sea Level .y DATE: SCALE. as : Review: PS Comp.: RRL November 15, 2007 1 = ,30 2 700�� Drawing tf C268_2k'' - E I i I I i j 0 0 > etinc3 pa.al I nevw bench new etepe V ATE FALL now water feature 0 yew �p� new bons h o . NAME: FALLON RESIDENCE ADDRESS: 33 MA ODD AVE fw. CITY: HYANNIS PORT ZIP: RES.PHONE: BUS.PHONE: CUSTOMER SIGNATURE: DATE VIOLA ASSOCIATES 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.COM DRN.BY: DATE: REV.NO.: DATE: 51'-0" 3'-0" W-oil 42'-0" 61-10" 8" 41-0" 8" 30'-10" t '► c[ IV I I I i Z i a I IBULKHEADI i I I DOOR W/ ) I ( IS' EXT. `Q Z L - - - - - - - - - ,- - - - - - - - - ta L - - - - - - - - - - - - - - _ _ _ - - - - ( I 8" x 7'-q" CONC. WALL i 16" x 10" CONT. FOOTING, i sA to i I i tu Crl i `'• n Z a o x � x UP / I 04 � Ica, j I ! to jI ( CAL .. b" WALL HEIGHT I �'--10" 6'-8" 6'-10" 6'-10" 6'-10" 6'-8" i 8' i C-4 t CHANGE i 3-2x12 GIRDER r f` -f r -1 I -_ - - --f-® --I— - - --I-�--1-- - - -1 -{--- - I 113 N a i 3 1/2" STEEL COLUMNS i Qu OUTLINE OF WALL ABOVE---> 30"x30"x12" CONC. PADS TYP. �q i I I tJ i Csi I ( o m I I 3 cn C1 1 o i I O y i I o ( I z Z N -- (r ` —7 3'-10 1/2" 71_q" 71-W 71_gr, i ! L I I <[ o \ 3-2x12 GIRDER r (y Itu - ----------- 1---�- -� - - --�- -! - i V WE \� _ _ — _ _ — .._ ._. _ _ J L _ J L _ J i L _ J \ i I W Q i A tL - - - - - - - - - - - - - - - -- d)I " i i W � � � CONC. WALL sT>rPs - -- - _ - _ - - - �. ..�` -' - � Q 1'-loll N — DOWN 6" UNDER DECK r- — —. — — — — --- — — -- -- — ;9 6" WALL,I.1 ZIG44T I CHANGE Q Q qlu p Q -► r -' i Z I I V 1 a I Ar r5TON(4 1ONE w �TILLAR PILLN I N 3 }•- oa Q cli �Ik 71-00 3'-0" 18'-0" 37'-0" 2'-0" 141"0" 2'-0" 12'-0" NOTE: VxV FLOOD DRAINAGE KNOCKOUT UNDER SHEET NINDOW LOCATED 12" ABOVE GONG. SLAB. VERIFY ELEVATION RELATED TO FLOOD PLAIN IN FIELD. FOUNDATION "PLAN JOB: gg07 DRAWN BY: KW SCALE: NO SCALE DATE: 5!7/qq p; m we The proposed accessory structure shown hereon complies with the sideline and 8T SON T _ 8 \ 'setback requirements of the Town of Barnstable and is located within the 100 year o CB/bFNv \ \ floodplain. s o s �o Parcel 126 l 5 \ \ \ \ \ \ LOCUS • HYA.NNI Q \ 1 1 Parcel 1 9 \ \ \ cejbH 1 \ a \ , LOCUS PLAN A- -j,0 1.f3 f Acre Rap \ \ , FND Scale I = 2000 Sr?QR \� Assessors Map 287 c /6' H Parcel 129 i CBn \-� \ \ \ \ \ i o , oc Parcel 127 \ \ \\\j`� \ a�'\ °'\ \ \ ' I ; I CHq M'j° \ \ dos V ° � Art� /� . . � \ \ \ \ \ \ \ ` •� \\ \\ ` I\ \ \\ �� \ T'arVT'�` 1 i � ' , J ,O TBM EI=24.90' MSL �0 • �� Top of Concrete Bound I I I I I00 tv CO E CV �a \` •O° N N ,l I I� 4,i 0 I I I I. I I T'N' \\ \ ,,C� �� oy� gyp• ,�"). `� ce/DH N 69.21I,54 I E I CB/t6t+o �.c \ I - I I I \ 3x2, \ O if i Q Parcel 120 FNQ o 90.126' IIu, co '1 ko 171 CC) co _ -- s 00 ° r 10 - Q) FWD � , off, \ \ \ \ \� _ _ , Y i2 - - Parcel 156 .�° O FN / _ y 19 L 1 v�- 6,?,` \ TBM E1=15.82' MSL v„l / Top of Concrete Bound NOTES f9jg I. Existing Septic System to be Removed. 2. For Exist. Pool See Conservation Commission Filing SE3-3351 For Approval a Notes. AM) i PLAN VIEW .-. ..- FED/g8 Line (13/ 1 h O I Scale: I"= 30' TER Lags Tid �' �s EQ .2 733 nniscivil,_ " / g yo 2Z/9,9 Title: PREPARED BY: PREPARED FOR: Notes/Revision: SITE PLAN ��,.. Ca sSu� Maxwell T. Kennedy The Purpose of this plan is to obtain a Board of Health Septic Permit for the PROPOSED SEPTIC SYSTEM Sullivan (Engineering, Inc. existing dwelling and the proposed accessory structure and it shall supplement Cb x 659PO box 71s 3Maywood Ave. g g P po ry pp rt M AYW OO D AVENUE Oste��le,oMA 02655 Hyannis MA 02601-0718 the Conservation Commission Plan of record for this property. - (508)428-3344 (508)428-3115 fox (508)790-7902 (508)790-7905 fox HyanniSpOrf, MASS. H YA N N I S PO R T, MASS. PS011PE0401-00m oap6surrftoPecod.nel -+, 30 0 15 30 60 120 Field Draft: IV Date: Scaler ' ' omp.: Review: J U N E 2 , 1999 AS SHOWN k7o Jv14 t<. Proj # Drawing # (1 _ V dtfO'.au Gfl v`�. GO M VV O'iZ.C-. Lk vVl 1-r" �a tarn N• : 11..0l of GENERAL SPECIFICATIONS POOLS SIZE Z� x �o DEPTH 3' TO /O' QUAL AREA goo ❑ PERIMETER Zo ' SHAPECUSMM POOL CAPACITY -3 S- O o v GALS FILTER MODEL S-TA--rz r-,-z S yfoSO.FT MOTOR MODEL va 4-C-14 S Z H.P. PUMP CAPACITY 8p G.P.M TURNOVER HRS. SKIMMER MODEL MAIN DRAIN MODEL � .yW io r-/ SKIMMERS 0 • MAIN DRAIN oil RETURNS c12 iZG,l 0 POOL CLEANER BACKWASH TO N --... COPING /`f`r X 2 --- .. TILE COLOR 7 �-7C7- R ,70 'vim .� yz./.i0 � LADDER SWIMOUT Lv�tis,r_AT' c�,,,,G r> BOARD SIZE /<-)O LIGHT-��J O 30OW ❑ / �/ 100W 0, •! Q CONDUIT SHORT 0', LONG ❑ ROPE RINGS v w ROPE 8 FLOATS HEATER MODEL 0 \ NATURAL GAS j�7 PROPANE ❑ OTHER FUEL /t)L-) G a� VENTED BY: GASLINE BY: DRAFT DIVERTER YES ❑ NO j3rl � i 1011J )• i� ' ELECTRIC BY: �•-r-y 2�. o ��' )• �� ELECTRICAL BONDING BY: •� �-�-H-�c 2� CHLORINATOR v FLOW METER tl 0 STUB PLUMB YES J3:,- NO ❑ TILE & COPING ASAP I, OTN ❑ GRADING STUMPING, ETC. 1,1p / DECKS BY: S' n c7G , S /L-til G.� Da i \ �' COMM. SPECIFICATIONS L� ✓ ( i try l� 1r. \ �/ 7� 2 G-.6—,a 7 Addendum Date SALESMAN �-� DANN. BY DATES q 9 WATER FOR GUNITE JOB NO. SET BACKS ps-' FRIz.lr SIDE L/a REAR I,,O ' SWIMMING POOL FOR NAME I (/ G/ � ��A ADDRESS o✓o� rJa'� TOWN k)/Jl i2'T STATE ,4 Z I P DEPTH PROFILE JOB ADDRESS TOWN STATE ZIP RES. PHONE BUS. PHONE OWNER: �M `7„ 1� a ,•y_ (..n � CUSTOM QUALITY POOLS OWNER; OWNER, .. h ` . r . ...f�. • TO DETERMINE APPROXIMATE WET DOWN CONCRETE SHELL AT LEAS POOL AREA TO BE FENCED, PER Swimming Pools ELEVATION OF POOL ON DAY OF TWICE DAILY FOR 7 DAYS. COUNTY OR CITY ORDINANCE. GATES TO SCALE 1/8" = 1 ' 1 v 16 Wyman Road, Billerica, MA 01821 EXCAVATION. DO NOT TURN ON POOL LIGHT WHEN BE,SELF CLOSING AND SELF LATCHING. (973) 663-8290 POOL IS EMPTY. BY OWNER .- _ .. ,,yy -«..:. x ..,. ..w. .,t•ns i. .. .,..:.:7�" w'",.u�i °.".;":_,+'�'."; ,,xt. .:..�:.: .:mom '». ., ,.,.ax.:;. ,,,w..m ,. ,.•,a, .-,'.w'a9.'�:°•.,^.�,'•+TmEwa .. ... . ° M a z ti. w M, ,_ -. ., . _... . ,. ,_... .. -:. x,...:•, •• ;:.. ., ..,..,. , .....,.:µn.. se ..__. • :ax... .,. < bz,.,,.,.-r,.,..r<4cear .,.w1....[w.,. .�.,,,.: n',w,Mtw..:ww.das.asfi�.�.;«ryt:e:aaxwamti -_. _. _ . • •wfa !•r•. •.. •._O •t ww. 1/ 1.0 •I--4•♦.f t.r•./r •Jn0 • A 4 -•�01f13 I.•r(.W reMO L!/•►a _ ` L- a�• ♦+wa V.Yo t •.•w•r•TS �( r�w7 awwl Q.f. t.rrF w•AYt j� �*1•Aw1.t:.•..c.t.•rrvf •� [• •G V. \ ! J, _.__� _ t•a -r•w A- tea' aaa�.�.• `^ 7 Ca•r _?_t* �• _ •D[Aft C11•._c.a. 4'-A vS �a [ --- - {/tC AT ••• AaT[vvATC rAtT_—._. — ./ a Cr. • A" C.r A•C waS lf -1L F AT.•[O I t• �: :,� • ` .STlra. N A♦,a V.• •a•a••.G / � �j!r•rI_ [I\v.( aV1 _If AtTf wCr/'TL {/A/AR\r6 1..-- a iR r•eT ' w I RAtir�1., .�� l :T_•w0 V.R l a ►AA[ •• -- •' �� ' j ' \ 1ii ore ' _ •� dot � c\tv.•i_ . a � JJ � _ ;<� •ww^.t Mhoa• '• S�,_ _)cv.D.~SP.e..o..o �� C.i O-. i •1.0 W •a0.1 •.\ y `•D •a...Car C, .. a.•.•[1 �� b, G :DAa i.i\IOTI� _ _ _ D , ti Grr•«I ALT[R_ ' } f ` `• •.[V�CNMATc 1 f crT •fr Cr[wY I ••AYf ewwc _•� :!T Tr.10 •Aa -_� -- - •1•' eAw[ •�ti a • ' •1 1 I u[v�.. V 1. AlCA ItL— ww r n ,,,••. dAl «r AaT(• c fTt •.[f T• 2�Ca.Cww J� _— t�C.[AR �LJr/ L.r( V. K rr.Ar•I 1 wi 2�CLCAR - LaY1/,- a•rC. CJvaR Co+G.C..,. AT(D 1'f 11AM). _ - �- Co.+C•C-It C1YY-0 1-0 I 1=0 �_O ' YITC: F' • rleeR f.[Wri *3.A RS =i •ram, - r_p• 9..t M•..ri 1%...4 A•C T•C Ir•wlalvw\ CC'•.•.r•!fN►MYS'T1'r �a J rc —t o Are T •c wr Asco .. � crT .-• wATtRrAT( WARS }a+ 1 iwY GVAawTVR C •• r..a. FOUNDATIOM SURCHARGE WALL SECTION EXPANSIVE SOIL WALL SECTION DEEP ENO RAW cr 6-dF)LL WALL SECTION STANDARD WALL SECTION t:o' r\ac�.war, ref. ow.../w•wa _._ - -Ta:.•v «Rf U.r. rt.•K T. ♦✓)-(T Ir•. .. - C+A7c w • •71ASf[w AN - 3, f {•_t r.r. rKfiT Aa r•Tf• 1 :•—• 1 �--• •_.•_—'+ilt»:c7-..:71•!/f. -.• .�- ✓YIAG[t • fw.�a.i - ►4^l.f A-AVCr�Tre •wat �jl Z�-.,,_Jy.,,.. ..f.r.. c►IrY,r•�.w• 45. •�� 3/s'•..r.•a✓!A vATta rw•or ' 3 A.rC7Nw a.a • rt Alf c.la rTlaC V ►.. Plan a• 1 1 7 eAa3 gG•o.c1 CI Kw 41i�r _�MAIY CRAIM �I 1 I• C•OV.O •.ArCR IL I .; LOWGITLOINAL POOL S_CDOV I TRANSVERSAL POOL SECTION t �r^MYO..STA111- Ra♦K► -n Atv� AS fCa ••Ca:R S. � �w (ACF :y.rr, .I _ fj�=PAt CONSTR1.CfK�N '::!TES 5 V4 C.AL NATI .aFT fr ARCAS 0C5.G1WA-1c0-wATC%TA•.LC• L—{ GENEPAL aY GRAo.rC fFI•s..+ A ftlb O%TA1.0 f3clnforGlr4 $tcft Raa1Cr rALrC STALL •f .+f T••LaCO • ir • f[:r oR C.rG LTf<a S+A.a C.r•.w.n T• /..C.T•M, Cl•.a vLT.••IS c.r♦ Derr .f a.De SAC[TI C•LC C'STA.%0AwOf'. A-Ir AMD A 141; L^MS CA4r, WC • •A•r••.r•'. a+ A_ l:aArfT\_S ' • ✓•:.�� DOA RC OCT ►CR•A.TCO er L'O.IL1 LI f• TwaN O[r1r vcf7• •v O.•Tw Ar YJA•O. $cCt/oY: • tltAa."N rPLlr-a.c•1T Ar►RJwA :X1eL[ CpnStrvct.Cr1: LIGHT NICHE [.•..,•ac•w. Tfrl •e•. • 6r._••rc •_Aa. a. .A[.wc .I n1tV.+LT+ MAIN DRAIN .,.to Aro Ar r..f0 CA.rl .. ._ LKS%xl V.R SFA.a. of .rC PART Cf VCVT -t C.a.Q ArD A �••.• rA.rTj . •T+a--`f[ •.a._.► r+T• ..<A. ..!•• nwi 5a3fO• Olen SArtl j:44) �T.(.rr.srafrCtr. •C [.•O ►t.•,C Cl° Wn. A AC AI srwL.T••L(.•L a•f< Ar• A►►ID IC:I V1T✓.AL.. • 0A`rCR_C9w&WT RATI• J.1a& r.T ffCffD �T CAt S.WAf C• rVM� SVCT/OA J•�NA'f 'I.f r.a;' --4 Vt a . -,or .I Wo.+D Vf^"Cc.•taJ, rcf TACK 01 e.c-..Y r70..t it•,( A[ aA*-.1, ANY IDSvA T.JNZ •a.M T•f Tf. rArO.r•a•r� • :,VRC CVr•TC SY A %~rc9a r••G SPq AY 'rrw[f TT•ACL A tv.T .,la.. [a•\V•Ra '9-"%t alrfw ARV G.TA/Ls 1 _ .• ref ro✓4 Gor$c C•/CIfC DhVS KWIN•J•a. I '1 • ✓• 9•./40 v 7T4a SAALw_•t AT root/ Aq • •w-col SAA�.. ►a.r.D< rf.C.r /r c• rl....\a w:a! . r A•✓< atcT....a(c._.+w..n•q _ Q c....��lwr �.7r [..c.w. •.cr w aI<w..s .,... rlla �— a•I.w`arlr Rl wV.f LI✓rT• ►r..I.•T4 i<•..IrAYC.I: I.C..•f•_ 2•-L •+! �- • CaI.T..:w, t_+.. <__..a.a T. .•c.. r_•I wt+r..<•.fF IT I II (• { aw L�rl a.A.. O•A.a .,[ V, C• C.Al .T - )C4.O.ItO ra•1/.[..T•I.._:_ . I i s.�•.--.o root roT CUM!' QUALITY POOLS ! �_ 16 :1YMAN ROD b0AC": BILLERICA, MASS. , 01821 on: SHuo.<ER . FILLSPOff DETAIL. (3[t Aato otr,c..Co vtor nAm ORA'IIrt3 i t m F esr T"L 1 Co.1 \ • \� \ \ \ \ \ \\ \ Parcel 121 Parcel 126 \ \ \ \ \ \ e ocE� / 5 \ \ \ \N \� \ 'LOCUS ao \V IV7 �. s \ \ \ \ \ Lr �x ? HYA.NNI 1 �, V / � � 1 \ \ \ \ \ �1 I � ; - •• * *# # +ram* Parcel . 9 \\ \ ` � � � LOCUS PLAN 1.f3 .t\Acre Scale- I - 2000' *IN I rQ? Assessors Map 287 -McVC�Eg,'T �( �La�L,flLu�G� ciS Parcel 129 Jim (-'rp, y Parcel 127 \ \ \ \� ��,+ r �, \ \ I C'N M A e \t i ��- ° \s►e �`� , p 713M EI=24.90 MSL f I \ \ y� v \ \ I I \ �l' i jd J Top of Concrete Bound I I I � I l I. � � � n a0 E \ 0 l I > N N N ,V o I I I I I '� ce/H % a N t9'21i'54 E I ce/Ibt►p �c�i 01f, /\ �o \ p I I I I \ x O ,`I�� � Parcel 120 ftES s RVe` 2 � - N \ \\ �` � ' OOF co 10 21 — \ v � \ \ \ \ - - 12 Parcel 156 a i f 1-1 \ &N \ `��\,�\ \\ N(Z) �0 \ rtn \ �nl,rF IN, � � fir- _ -� 13 - - - - -� � Cc k, PRIvr=-T C \ ,, \ � �- —=' General Notes: << coN i Fc ao 1 .Existing septic system to be removed. Rsvistnrt.MtsuSaml'.�,sras'�• 19 _ LET ' \ 2.For Existing Pool see Conservation Commission Filing SE3-3351 for approval and notes TBM EI-15.82 MSL Top of Concrete Bound \ � NOTES: FEMA US- 1. The proposed dwelling lies within the FEMA 100 year flood plain A10(EL15.0)as shown on FIRM Community Panel NO.250001 0006D Revised July 2, 1992. MK.iCAN1'S NAIrQ: M h X W E l_l- 7: I�EN/l/EA`I .- .. � � —— �• — '� ��i�i � i' ,,,._ •-- ' � I' ` ��� ,% -- 2. The are 1,470 square feet(more or less)of enclosed space below the base flood elevation 15.0 1 33 MA-1 WOO D A vim- _ — ��'= -' % �4. NGVD. This space is designed to automatically equalize hydrostatic flood forces on PROJSCr /,IyA/T//!/IS�fi� /1lf�_ __ -- exterior wails by allowing forthe automatic entry and exit of flood waters. _3 3. Flood waters are allowed to flow in and out of the enclosed space through a minimum of 2 openings in the foundation. The openings are to have a minimum f; total area of 12 square feet(1,728 square inches)and are sized to have a Mds project has$m ,wb�an Order of Conditions E`,2.7 minimum net area of one square inch r eve square foot of enclosed sub' AM) ,-- PLAN VIEW per ry�l subject �13area. The bottom of the opening shall be no higher than one foot above grade.OR C>becic0ued 0 r Scale: I = 30 The openings may be equipped with screens, louvers, or other devices that allow Wrack a oI the automatic entry and exit of flood waters. host Td • 4. The top of foundation shall be set at elevation 15.1 NGVD.The top of the concrete floor shall be set at Order ofConditions net ytL> ❑ eievation 7.6 NGVD. The finished grade along the south and west sides of the building to be elevation 8.0 NGVD. MJsplanwMbeco ideredan yannIs 5. The proposed accessory structure complies with the sideline and set back Dw requirements re � q for the Town of Barnstable, f rtle: PREPARED BY. PREPARED FOR: SITE LAN a Y'i C p�� I Maxwell T. Kennedy ,LL! PROPOSED SEPTIC SYSTEM Sullivan ]Engineering, Inc. p H0.29 (b-+- PO Box 659 PO Box 718 0�3MCyw06d AVe. civiF 33 M AY W 0 0 D AVENUE ostervill e, MA 02655 Hyvnnls MA 02601-0718 Hyannisporf, Moss. ° r\ H YA N N I S PO R T, MASS • (508)428-3344 PsuwEOoo�xom(508)428-3115 �x (508)790-79 coos r.Omp� fox 0 C 1� AUG 30 0 15 30 60 12C Field: R�� 6 �' 99 N E M A K Q E S Draft: R,�-H• b- P S Date: Scale: Comp.: Review: as J U N E 2 199965) AS SHOWN QED w LA t2 1 Pro i # Drawing # V sttlaw Go vv. cp�1 W 0�2..tiC. �� v�.tr 1'T" .� ��C�•l ru t��� l� Ct� 'D'�2+�?�,l�n�"r'` 5"1't2.�E"� r�S�S��,��'°�"�► G�l��C��, _ DIRECTIONS: OVERLAY DISTRICT: From H nnis — Follow Main Street to West AP — Aquifer Protection District a ar ede - End Rotary, and then take Scudder Avenue off of the Rotary, Take a left onto Greenwood ZONE. - Avenue, and then o left onto Maywood Avenue; Site is at the end, #33. RF-1 a R Area (min.) 43,560 ea i5+a ca..) onta a (min) 20' WWdth ?min) 125' Et i Setbacks: Fron t 30' �—e•.r r.a rti,aca Side 15' `gam Rear 15' nN ocus a N e FLOOD ZONE: HYANNIOq �, Zones A10(el=15),am B°"° VI O(el.=15),& C x z :< Community Panel No. 11250001 0006 D LOCATION MAP: �, ✓"q�, July 2, 1992 PereeHzi Developed Profile of Proposed Septic Tank Scale: 1" = 2000't Parcel 126 + Not to Scale ASSESSORS REF: cP Map 257, Parcel 129 ea ryb \ e y \ CB/0H FND �DH / ! E,et,y S pv. , 1� lv ,Q 1 0 / Permit Z.99-326 p V l 0 0 � / i Parcel 129 r Parcel 127 Q �76 / se�°o.�os 1.43 f Acres . I PROPOSED / \ OSEPTIC TANK v� / Z�\wolf MIM TBM EI=24.90' MSL ire- st �2�, \-� one /0\ \ TO I ` Qp � �P�"t Top of Concrete Bound =�rc°� yo F \ P� G • 8921'54'E 90.26 / \ ��V�Y..... `,PR OSED v \, �t P2.......�J� Se w tied9e , � , OP 1 2p- cB/1y+ Dld(VEWAY r�4 Q� Qo' nj 0 c4 FND N /• \ q Parcel 120 TO h $ —7 t r = \ 3 \ NF�T 2 ry ____shell Drive __--___ _—_ \\_ \ !3 \ \ \ a �� N / \ o0 0 \ C �„91..... ti xy _• � �, jOF,20.0 ,r I I Parcel 156 FN0,3 0 ry� I i / ... ...w 50 B rz �f1e!,.......... u—N — /, — j......... p FND rn_ o ,20-- 7 \ f/ —��_ � �i TBM EI=15. en 82' MSL Top or Tos Top of Concrete Bound / state Defined i / / Fla Co. Bank C 7 / Pde - J ap9 0 g8 AM 11,2 7 Permit History: /AL _ e(j3/-FEB/ 07/14/98 — DA-98060 — Kennedy — Shower, Sheds, Landscape / rA`/12 r ! LQst jdoi WrOck 09123198 — DA-98078 — Kennedy — Landscaping J61 V101998051 — Kennedy — Activ. Beyond RDA 02101199 — SE3-3351 Kennedy — Pool, Patio, Porch, Stairs i. �p 11/07/97 — DA97082 — Gulliver — 2nd Storey Deck, Enlarge Kitchen 4 IN08118192 — SE3-2442 — Gulliver — Revetment Returns C"? 2009 03127187 — SE3-1123 — Gulliver — Stone .Wall f'17 co —10111189 SE3-2007 — Gulliver — ASBUit Stairs ATE V101998021 — Kennedy — Clearing Flood Zone C01112199 — SE3-3424 — Kennedy — Accessory Dwelling 0Z ti4' L� b0 09107199 — SE3-3511 — Kennedy — Addition, Remodel, Porch 06111103 — OA03024 — Kennedy — Fence 777 . 04121104 — DA03024 — Kennedy — Sheds 03117104 — SE3-4216 — Kennedy — Pier V102005022 — Kennedy — Cutting >: JAN 14 2009 V102005050 — Kennedy — Mitigation V102005051 — Kennedy — Violation of Order 05123107 — DA-07035 — Fallon — Landscaping rV-110N 01 11 08 — DA-08005 — Fallon — Pier Modifications TIRE PREPARED BY.- PREPARED FOR: NOTES Site Plan 1.) The property line information shown was Proposed Accessory Structure Sullivan Engineering,Inc. CapeSury Joseph F & Susan G Fallon compiled from available record information f PO Box 659 At Ostervdle, MA 02655 astmille MA 02655 124 Wellesley Road 2.) The topographic information was obtained 33 Ma t")+ze-5is+fsoeN2e-Jna r t )'�x�(5m)+i- 5 Belmont MA 02478 �n an on the ground survey performed on ywood Avenue �...O iaoo -t or between 02/-TB/07 and 21/FEB/07 & field edited 30/DEC/08 to approx. reflect o Bamstab a (H,'—sp t) Mass. Field:Ora". WK/DKS a 210�410 work performed under DA-07035. DATE: SCALE Review: PS Cam RRL t 1 3.) The datum used is based on Mean Sea Level J January 7, 2009 1" = 40' P" Pro' t 27001 Drawing/ C268_2x1 __ ___ _ __ __ __ _ __ .� i �'� _ I 1�� �'�--� �� I, U� �� .�G�'��` f ,, I " ' , . i I ', i I ', ', �I '', _,_ I _ _ ___ _. __ Ri"atar-wPq�6'r'+'wow%'4�w:=esi.*cwsa�.5+'.•sn.rv:wr-:tr�^i'N�'�ss aae VLtalw.:c"�Y.d.r�.i:,,.ace;�rla...v-...:�.•tw.r+.•..+.R�..�a^s_-�-a-e•r-.r.—�s.-[firrfe+.a.^a sr._:a.w-a s.,w...�....r max desire to heal injured birds takes w i s Inside ` ik'g x Rack By GAYLE FEE and LAURA RAPOSA Q Political pundits who dismissed ` former congressional candidate y 9 Max Kennedy s a bird brain take note:The environmentalist,who is enraptured with raptors,has asked the Hyannis town fathers for the OK to build an aviary at his sum- mer home to rehab injured birds. 3 Apparently, the son of the late ,� e Sen. Robert F. Kennedy, who- s & couldn't master the political cam- v� paign thing, is very big in the bird world. The feathereds' friend is a �x a federally licensed master falconer. And he's an accredited animal rehabilitator in Massachusetts just like big brother Bobby Jr.is in New York. x "It is so much fun to help out a bird or a mammal that is in need, �. and nurse it back to health and ; ultimately release it into the wild," said Max,who wants to build four ens at his seaside home. If the town and the conservation types give Max the green light,he'll be listed with the authorities as someone who can take in injured birds when people find them, get f 'em fixed up and released. We're feeling a chorus of"Born Free"coming on. ... .0 a....,._.,rg.. UNSAFE TO THE MAX:That's Max Kennedy,sans helmet,chauffeuring "We grew up basically on a farm in Virginia. We had every animal son Max Jr.—also without skull protection—and the family dog imaginable,"said Max,referring to home from the beach in Hyannisport the other day.Kennedy wants Hickory Hill, Ethel and Bobby's permission to rehab injured birds at his Cape home.Maybe he ought to spread in McLean, Va. "I think it's pay more attention to keeping the kids injury-free! important for young people to be involved with nature.I want to ex- pose my children to nature to the maximum degree possible." In fact, the Urban Ecology Insti- tute at Boston College,where Max teaches environmental studies,fea- tures programs to expose inner- city kids to nature and wildlife,he said. File under: For The Birds.