Loading...
HomeMy WebLinkAbout0035 POWERS DRIVE s r a �t �;4, Ll E „ I ° 0 1 P a d ° Town of Barnstable *Permit# ,,y� Expires 6 months from issue date �T Regulatory Services Fee 7 , : 39 _ i 1 9 rsass. �' Richard V.Scali,Interim Director i639. ♦0 ' �f ArEp�� Building Division ��// � Tom Perry,CBO,Building Commas' S PERMIT 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us 0 C T 31 2013 Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENT AL'= E Not Valid without Red X-Press I Map/parcel Number f�� (��� Property Address 3 �d� � ���vE _ l✓ [Residential Value of Work$ �SODO Minimum fee of$35.00 for work under$6000.00 / f r11 Owner's Name&Address Contractor's Name XW yo a— Telephone Number Home Improvement Contractor License#(if applicable) �b [j�h�� Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Vh1k one: am a sole proprietor ❑ lam the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit R t(check box) eqY Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 6g457—/ 09 ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is requlir`ed. SIGNATURE: Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 Town of Barnstable o� Regulatory Services HAMISTA33M MUM g Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www town.barnsfable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subjectproperty hereby authorize V\&SIC- Oy l I Me-r to act on my behalf in all matten relative to work authorized by this bmlding pettnit . � Pov�� �'� Ue� C�sl Le, • (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is uistalled and all final inspections are performed and accepted. Signature of Own Signature of Applicant � v Print Name Print Name Due Q:F0RMS.0Vrn PERMISSI0Ie00L•S 62012 Tow-it of Barnstable Regulatory Services ajAjjjjS7r4j" Thomas F.Geier,Director 1166 9 `�$ g Buildin Division Tom Perry,Bmlding Commissioner 200 Main Street, Hyannis,MA 02601 / www.townbarnstable.ma.us / Office: 50 8-862-403 8 J Fax: 50 8-790-623 0 HOMEOWNER LICENSE E3 :hOTION Please Priat DATE: JOB LOCATION: number street v�7lage -HOMEOWNEEZ": name home phone t work phone CURRENT MAILING ADDRESS: cityAnwn staff zip code The current exemption for"homeowners"was ended to include a er-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire wh does not possess)a`.license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/ a resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures sory to suchluse and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a I omeowner`"Such"homeowner"shall submit to the Building Official on a form „.. acceptable to the Building Official,that he/she shall b re _ustble for all such work erformed under the buildin ermit (Section 109.1.1) :sl applicable The undersigned"homeowner"assumes responsibility fo comghance with the State Building Code and other ppcable codes, bylaws,rules and regulations. i The undersigned"homeowner"certifies that he/she unde , ds the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply;"Y' said procedures and requirements. SignaLue of Homeowner r Approval ofBuwldmg Official Note: Three-family dwellings containing '5,000 cubic feet r larger will be required to comply with the State Building Code Section 127.0 Construction Control. HONZOWNERIS MMMON The Code states that: "Any homeown r performing work which a building permit is required shall be exempt from the provisions of this section(Section 109d.1-Licensing of co ction Supervisors);provided that if the homeowner engages a persons)for hire to do such work, ,at such Homeowner shall act as supervisor." Many homeowners who use this exe lion are unaware that - are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regolafions for Li sing Constriction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly whe the homeowner hires unlicesed persons In this case,our Board cannot proceed against the unlicensed person as it w old with a licensed Supervis\sThe homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fu aware of his/her responsibil ,many communities require,as part of the permit application,that the homeowner cc 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 Ad adopt such a form/certi ication for use in your community. C:\Users\d=Dni AkppData\Loca1Mcrosoft\Windows\Trmpo:aryIntcmetFflcs\ContntDudook\QRE6ZUBN1£XPR.ESS.doe Revised 053012 l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map P l ©oZvZ Application fo2—D ( SaCZ 1 ZCOY.-441 Health Division Date Issued44 f 13 Conservation ivision Application Fee til —� Planning Dept. Permit Fee �C) Date Definitive Plan Approved by Planning Board Zf{i I Historic - OKH Preservation/Hyannis Project Street Address JJ 0eK3 Mve Village6100 �l Owner FL601<I l-1 fl-D- 1A0 . pIALL. t5A-2Zf-7'7_ Address 5,7: i HOmAS. V 1 OD,302 Telephone 340 24p4 4747 3(.a 2,e4> ZiZ� Permit Request ADD 9 ND F10k 6I.T4- , CRA.IVAt W KOW PAk-rtr/b/V W ALL Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new _5 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 1X00 Lot Size Grandfathered: ❑Yes ❑ No If . es, attach supporting dro cumf e rtati0in. Dwelling Type: Single Family . 6� Two Family ❑ Multi-Family(#.units)Age of Existing Structure // g g Historic House: ❑Yes No On Old King's High4tay: ❑Yes No Basement Type: YFull ❑ Crawl ❑Walkout ❑Other d Basement Finished Area (sq.ft.) Basement Unfinished Area (sgs1� -, Number of Baths: Full: existing_ new Half: existing _( ` new, Number of Bedrooms: existing Q new Total Room Count (not including baths): existing 61 new First Floor Roorr Count 773 =� Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Q/No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Ba:rn: ❑ existing ❑ new size_ Attached garage: 0 existing ❑ new size _Shed: Yexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name NO I OU,II R Telephone Number 3���" 14 Address ��X �� License # A�-7 b16 7` yU t • � �� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7 f2AA6 SIGNATURE 4k I/ DATE 2 FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ha�i3 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL = =lam PLUMBING: ROUGH FINAL ' 1 GAS: ROUGH FINAL 4 FINAL BUILDING (SWI.117 DATE CLOSED OUT _ r . ASSOCIATION PLAN NO. r �' �IHE 'Town of Barnstable Regulatory Services k KARNSTABU, ` MASM Thomas V. Geiler,Director Building Division Tom Perry,Building Commissioner t 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A,.Builder -T- , as Owner of the subject property hereby authorize 11A�K kWI rk to act on my behalf, in all matters relative to work authorized by this building permit application for. cIEIU Ili- OZ63L (Address of fob) �- Signature o Owner Date %7' /vim L Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side, r Q:FORMS:ON NERPERMISSION Town of Barnstable IFIE rpm Regulatory Services w Thomas F. Geiler,Director + STABLE, M" 9. Building Division '0T MP1 A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601, www.town.barnstable.ma.us Office: 508-8 2-4038 Fax: 508-790-6230 — — -— --HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village nu ber street "HOMEOWNER": hone# name home phone# workp CURRENT MAILING ADD SS: city/town state zip code The current exemption for" meowners"was extende to include owner-occupied dwellings of six units or less and to allow homeowners to enga an individual for hire ho does not possess a license,provided that the owner acts as supervisor. DEFIN ION OF HOMEOWNER Person(s)who owns a parcel of 1 d on which h she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,a ached or d tached structures accessory to such use and/or farm structures. A person who constructs more than on home i a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the But ing fficial on a form acceptable to the Building Official, that he/she shall be responsible for all such work erforme u der the buildin ermit. (Section 109.1.1) The undersigned"homeowner"assume r onsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and re ulati S. The undersigned"homeowner"cc fies that he /ie understands the Town of Barnstable Building Department minimum inspection procedures d requiremen and that he/she will comply with said procedures and requirements. r Signature of Homeowner Approval of Building Official Note: Tliree-fanu y dwellings containing 35,000 cubi feet or larger will be required'to comply with the State Building Code Sectio 127.0 Construction Control. HOMEOWNER'S EXEM TION The Code states that: "Any homeowner performing work for which a bui ing permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided tha if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assumin the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of a areness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed agai t 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 co unities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the ast page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your comet nity. Q:\WPFILESV=ORMS\homeexempt.DOC 'TOWN' OF BARNSTABLE m 2,13 fir" -5 '" 11: 54 DIVISTC p a 1 a k tip' 7J:� , ►NG 5: _--. __.. R Ft_o or(, EX V5T NG- 35" PowUs DRIVE C�NTFOlU,F1 MA. B�D�owt $fD goo bob FCOR, a " FLOorc UPS laaaer spcs �a� ►�a�v(a-v1 28c) 4. 16 -7 Subject: Ship's ladder specs Date: Sat, 1 Feb 2003 20:33:53 -0500 From: "Damian E.Dupuy"<ddupuy@attbi.com> To: "Chris/Brad Haven"<chaven@gis.net> l I , http://www.orosha.orgttech/ships.htm 34' S: ems= I 71 C+T!'•rY' ......................... BTRW t: 'Other sizes available Safe access with minimum space requirement<?XML:NAMESPACE upon request PREFIX=O/> Quality engineered to your specific height requirements. Designed for safety and convenience. Heavy duty bar grating stair treads won't sag or dish(supplied as standard). Factory welded handrails of 1 1/2"x 14,ga.square tubing. 10"structural channel stringers. Fire proof construction. Standard finish gray enamel,others available upon?request. Standard 24"wide treads,27"overall stair width.Other widths JF available upon request. Tread depth is 6". • , g I of 2 `"� 2/2/03 9:02 AM Type (W (B) Tread Nominal Model# Height Range Horiz.Run Width Overall Width SL2438 3'-0"-3'-5" T-4'-1 4' 24" 27" SL2444 T-W-3'-11' 1'-7"-1'4 24" 2T' SL2450 4'-0"-4'-5' 1'-9'-2'-0" 24" 2T' SL2456 4'4r-4-11' 2'-0'-2-2' 24" 27" SL2462 T-0'-5'-5' 2'-2'-2'-4' 24" 2T' SL2468 V-6"-5'-11' 2'-5'-2'-6" 24" 2T' SL2474 6'-0"-6'5" 2'-7'-2'-9' 24" 27" SL2480 6'-6'-V-11' 2'-9'.-2'-11' 24" 2-r SL2486 T-0'-7'-5' T-0'-T-2' 24" 27" SL2490 7'-6'-7'-11' 3'-2'-3'-4' 24" 2T' SL2498 8'-0'-81-5° 3'4°-3'-7' 24" 2T' SL24104 8'-0"-8'-5' 3'-7 -T-9' 24" 27" SL24110 9'-0'-9'-5' 3'-9"-4'-0" 24" 2T'— SL24116 9'-6'-9'-11 4'-0'-4'-2" 24" 27' - - SL24122 10'-0'-10'-5' 4'-2"-4'4' 24" 2T' EXACT HEIGHT FRW LADOW T TT'PJMr FLOM TO MEOW AV AVCFWS Twof ROOF /16 10M13, 2'� is 7f16 600 11' 79-1/4 12' 86-1AB 13' 93-1116 W 1 00 of2 2/2/03 9i02 AM oFSHE, ti Town .of Barnstable . Regulator .Services • BMMSTABLE y MASS. g Thomas F. Geiler,Director 1639.� Building Division Thomas]?er. Building Commissioner 200 Main Street, Hyannis,MA 0260`1 Office: 508-862-4038 Fax: 508-790-62N January, 5, 2009 Mr. George R. Gilmore, Presid6rit Gilmore Marine Contracting,Inc. P.O. Box 586 Cotuit, MA 02635 Dear Mr. Gilmore, am in receipt of your letter requesting a Certificate of Occupancy for the structure built by you at 35 Powers Drive in Centerville. This office does hof istbe rtificates of.Occupancy for-citrcks. If I can be of - further assistance, please do not hesitate to contact me. Sincerely, G- Thomas Perry, CBO Building-Commissioner GILLMORE MARINE CONTRACTING, INC. MARINE CONSTRUCTION-DREDGING-SALVAGE P.O. BOX 586 COTUIT,MA 02635 TELEPHONE(508)477-7880 FAX(508)477-7740 December 22, 2008 Mr. Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 Re: Building Permit Number: B 20082048, 35 Powers Drive Dear Mr. Perry: Following our conversation last week regarding the above project, I consulted with Peter Sullivan, Sullivan Engineering, the engineer of record. He informed me that the structure was built exactly according to the approved plan. Therefore, I hereby request a certificate of occupancy and would look forward to your response within ten days of receipt of this request in accordance with 780CMR120.4. Thank you for your consideration and I will look forward to your reply. cerely, co eo g illVre # Pr d t 64�-e `z y G Gt C/(�%A e C!M% v ✓ PL d o /� Barnstable ory Services '. Geiler,Director ng Division wilding Commissioner ' A,Hyannis,-�,02V 1 Fax: 509-790-6230 CTRICA IN F EC' ION _ 'RICAL PERMIT NBER (Permit`'-r'6qui in orde%to process inspection) ' `D cep uested Date of Inspection eby request an inspection under Massachusetts General 1 at (Property Location) 0�,� C' D ord`ss ��f7i,G Psi of B¢ „v �`z' /� g 8-�-- �fJ �o ns/�!L/'�.�`��� 1�✓Ov�iJq� �- o aloGLt eOns //zt,c-"-`e aa v, ��Gt4,7tl ��1 oFtHE►� Town of Barnstable Regulatory Services 9B'` , Thomas F. Geiler, Director �p s6gq. 0 reorna'�0.1 Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 13,2006 Damien E. &Catherine A. Dupuy 148 Orchard Street Millis,MA 02054 Dear Mr. &Mrs. Dupuy: Recently at the end of Powers Drive a stairway was installed which did not have the benefit of proper permitting. The permitting for this was a subject that was recently before the June 7,2006, meeting of the Zoning Board of Appeals, at which time the Board upheld my decision not to issue the necessary permits. Since my actions have been upheld the stairway must be removed. This office has no idea who installed the stairs. Therefore we are notifying all abutters listed with the Zoning Board of Appeals. This corrective action must be accomplished by July 3,2006. If this structure is not removed by then,this office will take the necessary steps to have it removed and seek monetary compensation from the individual owners listed with the Zoning Board of Appeals. This office looks forward to your anticipated cooperation. Sincerely Thomas Perry, CBO Building Commissioner 1 i � ► Town of Barnstable ' Zoning Board of Appeals M ou d�� . Daniel M.Creedon III,Chairman eoMa+'' Planning Division - 200 Main Street, Hyannis,Massachusetts 02601 Thomas A.Broadrick,Director- Planning,Zoning&Historic Preservation Phone(508)862-4785 Fax(508)862-4725 August 05,2005 Matthew J.Dupuy,Attorney Ardito, Sweeney, Stusse,Robertson&Dupuy,P.C. / 25 Mid-Tech Drive, Suite C r West Yarmouth,MA 02673 Dear Mr.Dupuy; The Office of the Zoning Board of Appeals is in receipt of your application for a special permit to allow for an accessory dock to be located within the right-of-way of Powers Drive,or in the alternative your request of the Board to overrule the Building Commissioner's denial of your waterway license application. Please be aware that on January 20, 2005,Town Council adopted a re-codification of the regulations of the Town of Barnstable into the Code of the Town of Barnstable. Access to the new code is provided for in the Town's web site. Under this new Code,the Zoning Ordinance is now referred to as Chapter 240. The specific special permit you appear to be seeking would be referenced to as Section 24044.A— Accessory Uses Permitted with special permit(copy attached). As you can see that section requires: • The accessory use and structure to be on a lot as defined in the ordinance as"a single area of land in one ownership defined by metes and bounds or boundary lines ...'. • And that the accessory lot and principal lot it serves are retained in identical ownership. Could you please submit an emendation to the application identifying that section of the new Code— Section 240-44.A,and provide the Assessor's Map and parcel number and address of the accessory lot as well as the Map,parcel and address of the principal lot or lots it is intended to serve. (I have assumed the principal lot to be 35 Powers Drive, Centerville,Assessor's Map 167,parcel 022). In addition, since May of 1988,the Zoning Board has had a separate application form for Appeals of Administrative Officials(copy attached). The reasoning for the different application is due to the timing and requirements for process. iU ectfully, r P. Traczyk,Principal Planner File letters—2005—Ir000105-Dupuy accessory dock.doc C: ZBA File Ty om Perry,Building Commissioner .. i Town of Barnstable PC/CodeBook for Windows CODE OF THE TOWN OF BARNSTABLE, MASSACHUSETTS, v2 Updated 05-01-2005 / PART I: GENERAL ORDINANCES / Chapter 240, ZONING /ARTICLE V, Accessory Uses / § 240-44. Accessory uses permitted with special permit. § 240-44. Accessory uses permitted with special permit. The following accessory uses are permitted, provided that a special permit is first obtained from the Board of Appeals: A. In residential zoning districts, accessory uses and structures on a lot adjoining or immediately opposite and across a road from the lot on which the principal use it serves is located,provided that both lots are retained in identical ownership with respect to both fee and nonfee interests. B. Uses accessory to permitted scientific research or scientific development or related production only if the Board finds that such accessory use does not substantially derogate from the public good. Such accessory use need not be located on the same lot as the principal use it serves. C. Other accessory uses requiring special permit authorization are provided for within the various zoning districts established herein. 1 r— TOWN OF BARNSTABLE Zoning Board of Appeals Application for Other Powers This application is to be used for requests to the Zoning Board of Appeals for Enforcement Actions,Appeals of Administrative Officials, and Other General Powers of the Board. Requests for a Variance, Special Permit or for a Modification of an existing Variance or Special Permit are provided for on other application forms. Please note that these appeals require specific details and procedures for proper standing before the Board. Procedure: Application forms are available at the Zoning Board of Appeals Office, Planning Division, 200 Main Street, Hyannis, MA. Three(3)completed application forms along with all pertinent materials must be submitted with your application. Sufficient information and documentation must be provided to support your standing before the Board and provide for public notice. Failure to supply sufficient information, including plans, background information and full explanation of the request may be sufficient reason for a denial of your request. The three completed applications must be submitted to the Town Clerk's Office, to be time and date stamped. One (1)shall remain with the Clerk's Office, and the other two (2)copies shall immediately be filed with the Zoning Board of Appeals Office, along with all supporting materials. The Zoning Board of Appeals will hold a Public Hearing on the application in a timely fashion and in accordance with Massachusetts General Law, Chapter 40A as applicable to your particular request. You and your abutters, as well as persons of interests,will be notified by mail of the date of the Public Hearing. You and/or your representative should attend the Public Hearing to explain the request and to address those questions and concerns of the Zoning Board of Appeals and parties of interest. The Decision and Notice is processed within 14 days after the Board renders its decision and is filed with the Town Clerk. There is an appeal period of 20 days from the date the decision is filed with the Town Clerk. After the appeal period has elapsed, and if no appeal has been filed,the Town Clerk shall certify the decision and mail a copy to you. If an appeal is taken, the outcome of your request will be determined by the courts. Please Note: You will receive an invoice from the Barnstable Patriot for your portion of the legal notice. Revision Date 12-17-01-file zba-f-Application for Other Powers.doc BARNSTAEM TOWN OF BARNSTABLE Zoning Board of Appeals Application for Other Powers Date Received For office use only: Town Clerk's Office: Appeal# Hearing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for the reasons indicated: Applicant Name: Phone: Applicant Address: Property Location: Property Owner: , Phone: Address of Owner: Assessor's Map/Parcel Number: Zoning District: Groundwater Overlay District: This is a request for: [ ] Enforcement Action [ ] Appeal of Administrative Official's Decision . [ ] Other General Powers -Please Specify: Which Section(s)of the Zoning Ordinance and/or MGL Chapter 40A are you appealing to the Zoning Board of Appeals? Nature of Appeal& Description of Request: Attach Additional Sheet if Necessary Application for Other Powers -Page 2 Existing Level of Development of the Property- Number of Buildings: Present Use(s): Gross Floor Area: sq.ft. Is the property located in a designated Historic District?..................................................... Yes [ ] No [ ] if yes [ ] -Old King's Highway Regional Historic District Date Approved (if applicable) [ ] -Hyannis Main Street Waterfront Historic District Date Approved (if applicable) Is the building a designated Historic Landmark?.................................................................. Yes [ ] No [ Have you applied for a building permit?................................................................................ Yes [ ] No [ ] Have you been refused a building permit? .:......................................................................... Yes [ ] No [ l The following information, as applicable, should be submitted with the application at the time of filing. Failure to do so may result in a denial of your request. ? Three(3)copies of the completed application form, each with original signatures. ? Three(3)copies of a certified property survey(plot plan)and one (1)reduced copy(8 1/2"x 11".or 1 V x 17") showing the dimensions of the land, all wetlands,water bodies, surrounding roadways and the location of the existing improvements on the land. ? Three(3)copies of a proposed site improvement plan and one(1) reduced copy(8 1/2"x 11"or 11"x 17"). ? The applicant may submit any additional supporting documents to assist the Board in making its determination. Signature: Date: Applicant's or Representative's Signature Representative's Phone: Address: Fax No.: F l MAPA t"W Town of Barnstable Zoning Board of Appeals Agreement to Extend Time Limits for Holding of a Public Hearing and Filing of a Decision on an Appeal of an Administrative Official In the Matter of ,the Applicant(s), in Appeal No. ,the applicant(s) and the Zoning Board of Appeals, pursuant to Mass. General Laws, Chapter 40A, Section 15, agree to extend the required time limits for holding of a public hearing and for filing a decision on this appeal of an Administrative Official for a period of days beyond that date the hearing was required to be held and the decision was to be filed. In executing this Agreement,the Applicant(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Zoning Board of Appeals Signature: Signature: Petitioner(s)or Petitioner's Representative Chairman or Acting Chairman Print: Date: Date: Address of Petitioner(s)or Petitioner's Representative Zoning Board of Appeals Office Planning Division—Zoning Section 200 Main Street, Hyannis, MA 02601 Phone(508)862-4685 Fax(508)862-4725 cc: Town Clerk Petitioner(s) oFtNE to,,, Town of Barnstable Regulatory Services •. anaxMBLE. 9 MASS. � Thomas F. Geiler,Director 4'ArE0,3 ,1109.,p`0 Building Division Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 6, 2005 Ardito, Sweeney, Stusse,Robertson&Dupuy,P.C. Attn: Matthew J. Dupuy 25 Mid-Tech Dr., Suite C West Yarmouth,MA 02673 RE: Dupuy/end of Powers Drive, Centerville Dear Atty. Dupuy: Thank you for your letter of June 22, 2005 in regards to the above referenced.waterway license application. In your correspondence you have presented the Leventhal case to try and persuade me to reconsider your application. I am very familiar with this case and I fail to see where this has any bearing on what your client has applied for. In Leventhal,the issue was whether the generator constituted a building under our local ordinance and was therefore subject to set backs. There was no argument that the generator was on the same lot and that is where the difference lies. Your waterways license is for a structure that is not on the same lot and that is the reason for my denial. It is not a question of whether the set backs are being adhered to. If you have any further questions please call my office at 508-862-4038. Sincerely, Thomas Perry Building Commissioner TP/AW ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. . ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J.Sweeney,Jr. Richard P. Morse,Jr. Michael B.Stusse Betsy Newell Donna M.Robertson Thomas P.Carpenter Matthew J.Dupuy Kelly S.Jason Charles M.Sabatt Herbert F.Lach,Jr. Tracey L.Taylor Charles J.Ardito P.C. Girard C.Brisbois PLEASE REFER TO FILE NO. 62127D June 22, 2005. Mr. Thomas Perry Building Commissioner - Town of Barnstable 200 Main Street Hyannis, MA 02601 . Re: Waterways License Permit Application Dupuy/end of Powers Drive, Centerville Dear Mr. Perry: Please find enclosed a copy of a 2004 Superior Court Decision which describes and defines "buildings" within the context of the Town of Barnstable Zoning Bylaw,. In liqht of this decision, I am asking you to reconsider vour decision reaerdino the above captioned matter. Please contact me at your earliest convenience. Sincerely, Matt J. Dupuy MJD:eah Enc. C.C. Peter Sullivan ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J.Sweeney,Jr. Richard P.Morse,Jr. Michael B.Stusse Betsy Newell Donna M. Robertson Thomas P.Carpenter Matthew J.Dupuy Kelly S.Jason Charles M.Sabatt Herbert F.Lach,Jr. Tracey L.`Taylor Charles J.Ardito P.C. Girard C.Brisbois PLEASE REFER TO FILE NO. 62127D May 31, 2005 Mr. Thomas Perry Building Commissioner Town of Barnstable 200 Main Street t_ Hyannis; MA 02601 , _, Re: Waterways License Permit Applications Dupuy/end of Powers Drive, Centerville N Dear Mr. Perry: CID X r �- r.n Pursuant to Peter Sullivan's request, I have reviewed the pertinent se tions of the Zoning Bylaw regarding the construction of a pier at the end of Powers Drive, Centerville. It is my opinion that said construction is allowed under the bylaw, as a matter of right. All of the owners of Powers Drive own to the "middle" of the road. Recently, the water department had to obtain "sign-offs" to bring in a new water line to the new house, just south of Peter Sullivan's house. Please contact me if you have any,questions. Sincerely, the upuy JD:eah , 06/20/2005 12:18 5084283115 SULLIVAN ENG INC PAGE 02 COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, ss. SUPERIOR COURT BACV No. 01-737 J. ROBERT CASEY AND ALAN M. LEVENTHAL, TRUSTEES OF THE BONNYBROOK REALTY TRUST,. Plaintiffs vs. RON JANSSON; CHAIRMAN, GAIL.NIGHTING A.Y E, RA_LPH COPELAND,'. DANIEL M. CREEDON, THOMAS A. DERIEMER, RICHARD L. BOY,JEREMY GILMORE, and RANDOLPH CHILDS, AS THEY ARE THE BARNSTABLE ZONING BOARD OF APPEALS , and PETER M. DiMATTEO, as he is the BUILDING COMMISSIONER OF THE TOWN OF BARNSTABLE, Defendants MEMORANDUM OF DECISION AND ORDER FOR JUDGMENT This action was filed by .1. Robert Casey and Alan M. Leventhal as Trustees of Bonnybrook Realty Trust (Plaintiffs) challenging a decision issued by the Barnstable Zoning Board of Appeals (the Board) upholding a ruling of Mitchell A. Trott,.the Building Inspector for the Town of Barnstable. Trott had issued a cease and desist order to Plaintiffs on July l Oth, 2001, requiring that the Plaintiffs cease and desist from violating Section 3-1 A (5) of the Zoning Bylaws of the Town which pertains to setbacks. The order required that the Plaintiffs move all mechanical systems to comply with zoning setbacks, The Plaintiffs filed an appeal to Trott's order to the Barnstable Zoning Board of Appeals pursuant to G.L. c.40A, §8 and 15, and a hearing was held in relation thereto. The Board affirmed the decision of the Building Commissioner by decision dated October 29th, 2001, which was filed with the Office of the 06/20/2005 12: 18 5e84283115 SULLIVAN ENG INC PAGE 03 Town Clerk on said date. The Plaintiff filed the within appeal pursuant to G.I:..c.40A §17 in a timely fashion. The case was tried before this.court on February 12th, 2004, FTND1NGS OF FACT The Plaintiffs are the owners of the property.which is the subject of this action which is located at 185 Ocean View Drive, Cotuit, Massachusetts, which consists of approximately 1.56 acres and is located in the RF Residential Zoning District, and in the Dock and Pier Overlay District. In 2001, the Plaintiffs caused a single family dwelling to be erected on the premises pursuant to a building permit issued by the Building Commissioner. Incidental to the, construction of the home, the Plaintiffs caused to be installed,three air conditioning units located on the southerly side of the structure, which are within the side yard area setback.' Each of the compressors is approximately two and.one-half feet square and two and one-half feet high. The, compressors are vented on both the sides and the top, with the unit closest to the side lot line being 6,2 feet from the same. The generator is located in the southwesterly comer of the front yard and is approximately 12 '/z feet at its closest point to the front lot line. The generator is also within the 15 foot side yard setback area. The generator sits on a concrete pad and is encased by a metal cabinet with an enclosed muffler and sound panels. The Plaintiffs have also installed a soundproof fence around the generator. The generator cabinet is approximately 38 1/8th inches wide by 95 Ath inches long. The height of the generator is approximately 55 3/8ths inches. In addition to the soundproof fence, the Plaintiffs have installed extensive vegetation around the area-of the generator to shield it from view from the street.' The generator .' 'Setbacks in RF Zone are 30 feet from front and 15 feet from side and rear yards. 06/20/2005 12: 18 5084283115 SULLIVAN ENG INC PAGE 04 l essentially is comprised of an engine which is powered by natural gas which is piped underground. The cabinet is vented on its top. The generator was installed only for use in emergency situations and, since its installation in early 2001, has logged approximately 40.hours of operation. On July 1 Oth, 2001, the Building Commissioner issued the subject cease and desist order, asserting that the generator and air conditioning compressors violated the Barnstable Zoning ordinance, and in particular Section 3-1.4 (5) Bulk Regulations: set-backs in RF Zone are 30 feet from front and 15 feet from sides and rear. The Plaintiff was ordered to move mechanical systems to comply with the aforesaid setbacks. The court finds that the generator is essentially encased in the protective cabinet with several side panels to provide access in order to make repairs when necessary. The cabinet, in addition to helping to protect the generator from the elements, also is a necessary safety feature10 protect persons from the generator's moving,parts. Likewise, the cabinets for the air conditioners provide some limited protection from the elements while also constituting a necessary safety feature in light of the moving parts for the air conditioner compressor. The compressors and the generator were intentionally placed as far away from the dwelling as possible in order to avoid the deflection of noise off"of the dwelling. The decision of the Board referenced Section 2-3.2 of the Zoning Ordinance,.which states: "No building shall be erected or altered to exceed the .height or bulk, or to have narrower or smaller yards or other open spaces than therein required, or in any manner contrary to the provisions of this"ordinance." The decision noted that the Barnstable Zoning Ordinance does not define the term "building". The Board concluded that the combination of mechanical system cabinets that are the subject of the appeal are a "building" within the meaning of M.G.L. c.143, and therefore are regulated by and fall-within Section 2-3.2 of the Barnstable Zoning Ordinance. 06/20/2005 12: 18 5084283115 SULLIVAN ENG INC. PAGE 05 RULINGS OF LAW Standard of Review The provisions of G.L. c.40.A, §17 require that this court.hear the evidence and make factual.findings independent of the local board, however, the court cannot substitute its judgment of the local board. .The decision of the board cannot be disturbed unless it is based upon legally untenable grounds, is unreasonable, whimsical, capricious or arbitrary.. Roberts v. Southwestern Bell Mobile Systems, Inc., 429 Mass. 478 (1999). Deference must be afforded the local board in its interpretation of its own bylaw. I ivoli, et al v, Zoning Board of Appeals of Southborough, 32 Mass. App. Ct. 921, 923 (1997). Deference to a local board is not without limit and an erroneous interpretation of a bylaw provision by a local board or building inspector is not controlling. "... A blind deference to the.building inspector would be tantamount to abdicating the judicial function." Hebb v. Lamport, 4 Mass. App. Ct., 202, 209 (1976). It is for the court to determine whether or not the Board's decision that the subject compressors and generator are "buildings",is based upon legally untenable ground and is.in excess of the Board's authority. As reflected in the Board's decision', the bylaw does not define the term "building". A zoning bylaw should be read in its complete context and given a sensible meaning within that context. Selectmen of I�at Garvey, 362 Mass. 821, 826 (1973). If e.ld v. the language of the bylaw is clear and unambiguous, it should be followed. Massachusetts Mutual Life Insurance Co. v Commissioner of Corps. and Taxation, 363 .Mass. 685, 690 (1973). The court concludes that neither the air conditioning compressors nor the generator are buildings within the meaning of the subject bylaw. The Board's reliance on the State Building Code and in particular G.L. c,143, §1.is misplaced. Such statute defines a building as "a combination of materials, whether portable or fixed, having a roof, to forma structure for the _ . , • I 06/20/2005 12:18 5084283115 SULLIVAN ENG INC PAGE 06 shelter of persons, animals or property." None of the mechanical cabinetry for the units in question fits within such definition, since while they are encased they do not have roofs,-and such t. cabinetry is used primarily to safeguard the public from the machinery contained therein: ' The Plaintiffs aptly rely upon the case of Small, et al. v Parkway Auto Supplies 253 Mass. 30 (1926). In such action, the court concluded that gasoline pumps were not buildings within the meaning of a deed restriction. As in the case at bar, the pumps were located on a concrete pad and were circular and approximately eight feet in height. Essentially, the pump was enclosed by a metal cabinet, as with the case of the subject generator and compressors. The court further notes that both the Plaintiffs and the Defendants rely upon the case of Attorney Oren al v Gardiner, 117 Mass. 492, 500 (18.75), where a brick structure extending from the wall of a house to the line of the street with a turf roof was used to accommodate coal bins and was construed to be a building within the terms of a deed restriction. In the case at bar, none of the cabinetry is attached-,to the residence nor does any of the cabinetry have a roof. Rather, each of the cabinets has a single dedicated purpose of containing the machinery therein. For the foregoing reasons, this court concludes that the decision.of the Board concluding that the subject mechanical systems were "buildings" was based upon legally untenable ground } and that the Board exceeded its authority by refusing to overturn the decision of the Building Commissioner dated July 1 Oth, 2001, which_decision had asserted a violation of the Zoning Bylaws by the Plaintiffs and issued a cease and desist order to them. 06/20/2005 12: 18 5084283115 SULLIVAN ENG INC PAGE 07 ORDER Judgment is to enter for the Plaintiffs J. Robert Casey and Alan M. Leventhal, Trustees of the Bonnybrook Realty Trust against the Barnstable Zoning Board of Appeals and Peter M DiMatteo as he is the Building Commissioner for the Town of Barnstable, annulling the decision of the Zoning Board of Appeals issued in Appeal No. 2001-115, and vacating the cease and desist order issued by the Building Commissioner on July)IOth, 2001 ic.hard T. Moses Justice of the Superior Court DATED: February 26, 2004 A true copy, Attest n erk r • i TOWN OF BARNSTABLE ZONING BOARD OF APPEALS MEMORANDUM D• APPEAL NO: 2005—77 &78 HEARING DATE: September 14, 2005 PETITIONER: Damian Dupuy, Representative of The Powers Drive Association REPRESENTATIVE: Matthew J. Dupuy,Ardito, Sweeney, Stusse, Robertson & Dupuy 25 Mid Tech Drive, Suite C, W.Yarmouth, MA 02673 OWNERS: 15 Powers Drive, Centerville, MA Map 167 Parcel 023 35_Powers-Drive;Centerville, MA Map 167 Parcel 022 �61=Powers`Drive;Centeiville`, MA Map 1-67-Parcel`021 60 Powers Drive, Centerville, MA Map 167 Parcel 018 42 Powers Drive, Centerville, MA Map 167 Parcel 038 34 Powers Drive, Centerville, MA Map 167 Parcel 033 871 Bumps River Road, Centerville, MA Map 167 Parcel 032 PROPERTY: End of Powers Drive (Private 40 feet wide) Centerville, MA—Tidal Area of Skunknet River/Bumps River shown on Assessors Map 167. A. PLANS SUBMITTED WITH APPLICATION: 1. Site Plan,of Land in Barnstable(Centerville) MA Prepared for.the Petitioner by Sullivan Engineering, P.O. Box 659, Osterville, MA&CapeSurv, 7 Parker Road, Osterville, MA 02655, one page. B. RELIEF REQUESTED: 1. Overturn the decision of the Building Inspector. 2. The Petitioner seeks by Special Permit pursuant to Zoning By-Law, Sections 240-44.A,to construct a dock, pier and walkway which will serve seven (7) Principal Lots on the private road right of way. C. FACTS& PROCEDURES: In the Appeals before the Board, the applicants are seeking to construct a community dock at the end of a private road right of way. SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 May 16, 2005 Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Waterways License Permit Application Dupuy/end of Powers Drive, Centerville Dear Building Commissioner, Please find enclosed a Municipal Zoning Certificate along with the Department of Environmental Protection Waterways License application and plan. We have received an Order of Conditions from the Conservation Commission and a Superseding Order of Conditions from DEP, file number SE3-4317, both have which have been recorded at the Registry of Deeds. Would you please review and sign the Municipal Zoning Certificate and return it to me in the enclosed self addressed stamped envelope. Thank you for your assistance in this matter. If you have any questions, please contact the office. V ry truly yours, � Q O Peter Sullivan, P. E. Sullivan Engineering Inc. Cc: Damian Dupuy Matthew Dupuy, Esq. Enclosures Members of American Society of Civil Engineers, Boston Society of Civil Engineers TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i ; lea Map i © Parcel I:, y E�l,M Permit# �D Health Division a"'`t�� g� A " ' 1 Dafe�Issued �13O�b Conservation Division ®0 RpphciionSee Tax Collector Permit Fee �f60 Treasurerii0kSEPTIC-, RYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address i 0 VJ 0- E4 Village + e Owner - a M 10q r- `10 Q U Address 3 J r-i tl'p Telephone go 9 3,FL I �)\9 S Permit Request c3• X /(y 6 CL r 0�th S e Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ��®®• Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Cl No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use —� BUILDER INFORMATION c Name �nl aIn �JP Telephone Number Address _ s QO w e D r% License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESUL SIG FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE A 0 t k , ' FOR OFFICIAL USE ONLY r 4. PERMIT NO. ` DATE ISSUED ` }MAP/PARCEL NO. rli ADDRESS �'l t, t ,VILLAGE Y OWNER DATE OF INSPECTION: -: FOUNDATION FRAME r; INSULATION s FIREPLACE ELECTRICAL: ROUGH FINAL'- fu !, PLUMBING: ROUGH —7� FINAL GAS: ROUGH ri FINAL,; , FINAL BUILDING t � b' m 0 DATE CLOSED OUT - Fu f; '7 ASSOCIATION PLAN NO-1 ' 3 F it • K}SET Town of Barnstable � o� Regulatory Services Thomas F.Geller,Director . sARNM�LE.$ 9 1619, ,� $n1lCling Division - �'°TED Tom Perry, Building Commissioner r 200 Main Street, Hyannis,MA 02601 . - ymw.town.barnstable.ma•us _ - - Faxc 508-790-6230 Office, 508-862-4038 r r Property Owrier y Complete4nd Sign This. Section - � `? k s � . If Using ABuilder.:- - subject property as Owner of the sus b . to act on mybehalf,. --- -:. •hereby authorize in all iiiatters relative to work authorized bythis building.permit application or 3,-N �c Cen4ervilk Po�-f tsC-5 (Address of Job) LO Date -- Signature Owner _ F j G(/d'�I�l� Print Name .� f PALL ,4 r hP a5o1 � 'r'8h`h le .. .... ... . . C�3x Plpdocu! ...... .. . _ :..... ........:....... .:.... m0 pS : .... ........ .... ...., .. O .. .....................:..:............................................ ... ...:. ._........................ ......- . J = v o� ......:....................... .............. :...............:. 66,11 r w F6 n �Sy .. ..... .. .:...................... .... -. D U _ _ .. .... ~. n — .... C;G ... .. o 3 ._....:._`J _. .4......... . •S 3 bra s .. .......-................_:.:..................._... _..... . .._................. _... .. ., .. ...... .. .. . ...... ......._ . ... .. _. o...� . .. .... .. .............. . ._._ ... [om OPT'toKJDlL MIYJ �dt.a ,4my; 'j err t7 aPa Jmis�cs tbua►c.. ' l t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION } Map Parcel o2L „ , _ Permit# . 9 Health Division 240O 2—yc4 l IQ 5 2 G3 Date Issued , - 03 �Conservation Division � � f "� 'Illy 14 ;fir( IQ: 09 Application Fee Tax Collector A0 ��i� _ Permit Fee ` O© Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANC; Date Definitive Plan Approved by Planning Board fit''TITLE b ENVIRONMENTAL CODE ANO Historic-OKH Preservation/Hyannis �' TOWN REGULATIONS Project Street Address 2s Village Q_L)I — Owner d/umv yo Address /4'B 5ZNP-D L, 4mu Telephone Permit Request b(z� Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new ` Zoning District Flood Plain Groundwater Overlay Project Valuation 1.5 6-M Construction Type W6 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family qY Two Family ❑ Multi-Family(#uZo Age of Existing Structure Historic House: ❑Yes On Old Kin 's Highway: ❑Yg 9ges ❑ No Basement Type: VFull ❑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 L• First Floor Room Count Heat Type and Fuel: Gay1 ❑Oil ❑ Electric ❑Other Central Air: ❑Yes p� o Fireplaces: Existing New Existing wood/coal stove: ❑Yes No �Vl Detached garage:❑existing ❑new• size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals A horization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use V-1-51 D6tVr)A L - Proposed Use BUILDER INFORMATION Name i- 14 Telephone Number Y Address LL• License# ® �� S L� ® ? Home Improvement Contractor# 5� , Worker's Compensation# LALLNSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0� (WIC-1TURE -DATE- -- , FOR OFFICIAL USE ONLY i PERMIT NO. _. DATE ISSUED MAP/PARCEL NO. ADDRESS_ - VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION FRAME t INSULATION a • FIREPLACE ' ELECTRICAL: ROUGH FINAL" PLUMBING: ROUGH _ t FINAL' GAS: ROUGH' i ; . FINAL FINAL BUILDING '% �I 27 �+a . . pSv 50i,40 '945�GC,7 DATE CLOSED OUT �' �r ; �, ASSOCIATION PLAN NO. t 1 5P ....� PI C C TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ik Map V _Parcel 02-2' Permit# 6' Health Division � /14z 2oo�-y(11 Date Issued Conservation Division 1 101710� Application Fee 00 Tax Collector DVVI 16 �[� t� j�p� Permit Fee 6G�_- ` 7 — I�) )b SEPTIC SYSTEM MIST BE Treasurer 7 ® I111STALLED IN COMPLIAy Planning Dept. EN VIROIV MENTAL COMM WWTH TITLE S C ,U/7/a?� Date Definitive Plan Approved by Planning Board TOVWJ REGUUITIONS Historic-OKH Preservation/Hyannis ��cfivd,,, Project Street Address Village Ownerlmr►'►d A.A) i � IJE��Ju� Nkkl l AddressA :5 ,� Telephone e 3 Wc>m 9 / Permit Request Ajjrf 1�A/ Av)% m is 1ZZ13*%1 - - � Square feet: 1 st floor: existing proposed S8 2nd floor: existing proposed Total new Zoning District Flood Plain Groundw ter Overlay Project Valuation J 10.6b® Construction Type L D �F-A r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units o� Age of'Existing St; Ull tt re Historic House: ❑Yes No �ld King's High lay: El)es - No cc Basement Type: ❑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: 4 Gas ❑Oil ❑Electric ❑Other �` Central Air: ❑Yes 340 Fireplaces: Existing I New Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:Cl existing ❑new size Attached garage:V'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 A BUILDER INFORMATION Named a - �� �7 Telephone Number Adds res AtiLL- License# 04-'D 19 W �A/5-TA Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO D447 GAPS SIGNATURE DATE 16 7 D FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO.- ADDRESS _ — VILLAGE ZOWNER u r DATE OF INSPECTION: FOUNDATION FRAME INSULATION k %d 4 - I — 7 FIREPLACE + - 2Z ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' FINAL, i a GAS: ROUGH' . . = FINAL FINAL BUILDING a , 1� ; r @rrwck F!vv*•s' DATE CLOSED OUT Z.: i. h " ` ASSOCIATION-PLAN NO.- ` a •2 RESIDENTIAL BUILDING PERMIT FEES .' APPLICATION FEE New Buildings,Additions Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _o _square feet $06/sq.foot=/76.G qa.^ x.0031= 7 �$ plus from below(if applicable) ALTERAnONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.f� >120 sf-500 sf S 35.00 - >500 sf-750 sf 50.00 >150 sf- 1000 sf 75.00 >1000 sf-1500 sf .100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= -_ x.0031= STAND ALONE PERMITS Open Porch x$30.00 (number) Deck x$30.00= (der) Fireplace/Chimney _ x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00. (plus above if applicable) (P a'a- S- Permit Fee projcost V Told is" a Fos" prrtrsipjNc pxr-kstr for daa aad Tw+-FtmDy s amd Wall Flow Ssaames�3 'dab' F1Tide� Glaring CesI�s Rrvslu� Wall GLuing P1cn ' "Areal(Y.) U-raluc' R-valur� R•vslu° Padua SN1 to MOO H D D Normal 1 g !D 6 Narasal 1Z'.'. 0.40 Q 33 !3 6 95 AFM R OS2 30 13 19 10 ' Normal T 1 S'/. w s: 3 i 6 Noesssai 19. 19 ED ' IsAFM U ': .15%. CAS 3f FJlA 0.4.4 31 13 2S N/A =S AFM 19 19 10 6 W 1S'/. 03Z 30 WA ?VA Nor:asi 13 TVA N°rmai 0.72. 31 19 � I'YA 0.42 31 6 90 ARM 10 2 !E'/. 0:4Z' 31 13 19 ID f 90 AFUE AA 1 E'/. OSD 30 19 19 DRESS OF PROPERTY: 3 1'. AD /• ' 001, 2, SQUARE FOOTAGE OF ALL EXTMUOR WALLS• 3, SQUARE FOOTAGE OF ALL GLA7.ING: Sf 5 o G AREA(#3 DIVIDED BY#2): "2 4, /a GLAZIN GE —AA-sec chart above): SELECT PACKA (Q : • • ; • G ENERGY'REQUIFZEMENrs NOTE: 'OTHER MORE INVO FO THIS MFORMATION. ARE AVAILABLE. ASK US BUILDING INSPECTOR APPROVAL: NO: YES: Ocrr s-G80303a L Footnote's to Table'J5.2.1b:' Glazing area is the ratio of the area of the glazing assemblies (including siiding-glass•doors, skyiigltts, and basement windows if located in wafIs that enclose conditioned space, but excluding opaque doors) to the gross wall area. expressed as a percentage. Up-to 1% of the total glazing area may be exclude30 ill the lain zr aquirement. For example;3 ft=Qf�decorative glass may be excluded from a building design with.300 fee of glazing = After January 1, 1999, glazing U-values-must be tested and documented by the manufacturer to accordance with the National* Fenestration Rating Council (NFRC) test procedure, or taken'from. Table 11.5.3a. U-values are for whole units:'center-of--glass U-vaIues cannot be used. rbe tailing R-values do riot assume a raised or oversized taus construction. If the-insulation achieves the fu.11 insulation thickness, over the exterior wails without compression; R 30 iasulatioa may be substituted for cavity insulation and R-38 insulation may be substituted for R=49 insulatitn. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For.ventilated ceilings.insulating shewhing'raust be placed between the conditioned space and•tbe ventilated portion of the.roof. Wall R-values represent the sum of the wall eavity.iasulation plus insulating sheathing (if used). Do not include exterior siding,structural$heathing, and iaterior'dTAsli.For example,as R.19 rcquirement.could be met EITHER by FR-19 cavity insulation'OR'R-13'cavity insulation plus K-b insulating sheathing. Wall requutme 'apply to wood-frame or mass(concrete,Masonry,lcg)wall.eonstrutddas,but do not apply to metal=irame construction. 'The floor•'requirements apply to floors'over unconditioned space(such as unconditioned crawispaces, basements, or garages). ploors over outside air must meet the ceiling requirements- de must I-rl--entire opaque portion of any individual basement wall with.att average depth less than 50%below grade me_, the same R-value requirement.as above-grade walls. Windows and'sliding glass•doors of conditioned bc.,ements must be included with the other glazing. Hasemeat doors must meet the door U-value requirement d-Scribed in Note b. ' The R-value requirements are for unheated slabs,Add an additional R 2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or S. If you plan to install more than one piece of healing equipment or.mcre than one piece of cooling equipment, the cquipmcnt with the lowest' efficiency must meet or exceed the efficiency required by the selected package. For'Heating Degree Day requirements of the closest city or town see Table JS.Z.la 1'�OTES: a) Glaring areas and U-values are maximum acceptable.levels.Jwulation R-vaIues are minimum acceptable levels. R-value requirements are for insulation only and do not include structural eam�p 0.35 Door U-vaIues must be tested b) Opaque doors in the building envelope Must have a U-value no greater cedurz or taken from the door U-Value and documented by the manufacturer in.accordance with the NFRC test pro in Table 11.5.3b. If a door contains glass and as aggregate U-value rating for that door is not available,to determine compliance i cluthe door. e the glass area of the door with your windows and use the opaque door U-value P One door may be excluded from this requirement'(i.e.,may have a U-value greater than 035). c) If a ceiling,wall, floor,basement wall,slab-edge,or crawl,space wall component includes two or more areas with different insulation levels,the•component complies if the area-weighted average R value is greater than or equal to- or door com onents comply if the area-weighted average U- • anent. Glazing p , e ent for that corn g . 'the R-value requirement P � (0.35 far doors .. t zeal to the U-value requirement( . ess than ore roe value of all windows or doors is 1, Q . _ 43 „ . � . pp7HE Tp� The Town of Barnstable 9 BARNSTABLE.O` Department of Health Safety and Environmental Services. MASS. M f639 �0 ATED MA+a Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �U PUSS Map/Parcel: �— Project Address: ��w CibL5;;C Cc Fl% Builder: Rr /C i i t 4� The following items were noted on reviewing: /O`c.-y 6), d62 54 3 /�l20 411 Vz G l�/ w- G '-/ �� A/ rZi,SUG.TN `/7✓UI� /l�l���C d J�- 5/57��o,;e ,626 16 r a A�1h i l Reviewed by: Date: q:building:forms:review 1 A Combination Roof and Floor Beam[AISC 9th Ed ASD 1 Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 11-19-2002 : 08:35:13 AM Project: BHAVEN- Location: DUPUY Summary: A36 W10x30 x 20.0 FT Section Adequate By:41.4% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.24 IN Live Load: LLD= 0.43 IN=U562 Total Load: TLD= 0.66 IN=U362 Reactions(Each End): Live Load: LL-Rxn= 5850 LB Dead Load: DL-Rxn= 3225 LB Total Load: TL-Rxn= 9075 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.94 IN Beam Data: Span: L= 20.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Roof Loading:. Roof Live Load-Side One: RLL1= 25.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 6.5 FT Roof Live Load-Side Two: RLL2= 25.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 6.5 FT Floor Loadinq: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 15.0 PSF Floor Tributary Width-Side One: FTW1= 3.25 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 15.0 PSF Floor Tributary Width-Side Two: FTW2= 3.25 FT Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 325 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 195 PLF Floor Uniform Live Load: wL-floor= 260 PLF Floor Uniform Dead Load: wD-floor= 98 PLF Beam Self Weiqht: BSW= 30 PLF Combined Uniform Live Load: wL= 585 PLF Combined Uniform Dead Load: wD= 293 PLF Combined Uniform Total Load: wT= 908 PLF Controllinq Total Design Load: wT-cont= 908 PLF Properties for:W10x30/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 IN Web Thickness: tw= 0.30 IN Flanqe Width: bf= 5.81 IN Flanqe Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 0.94 IN Moment of Inertia About X-X Axis: Ix= 170.00 IN4 Section Modulus About X-X Axis: Sx= 32.40 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.55 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 5.70 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 34.90 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy:' Lc= 6.13 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: i,, h/tw= 31.5 Limitinq Web Heiqht to Thickness-Ratiafor-F-v- Fy.'..4_ h/tw-Limit= 63.33 Allowable Shear Stress: . Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 45375 FT-LB Nominal Moment Strength: Le ; 4 t `tfi; Mr= 64152 FT-LB Controllinq Shear:�a�L V= 9075 LB Nominal Shear Strenqth: Vr= 45230 LB Moment of Inertia(Deflection): Ireq= 112.64 IN4 37j ?j ' !e s( . 1= 170.00 IN4 Combination Roof and Floor Beam[AISC 9th Ed ASD Ver: 5.05 By:Joe Madera , Shepley Wood Products on: 11-19-2002 : 08:11:29 AM Proiect: BHAVEN- Location: DUPUY2 Summary: A36 W6x16 x 12.0 FT Section Adequate By:25.6% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.29 IN =U491 Total Load: TLD= 0.45 IN =U322 Reactions(Each End): Live Load: LL-Rxn= 3510 LB Dead Load: DL-Rxn= 1851 LB Total Load: TL-Rxn= 5361 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.75 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Roof Loadinq: Roof Live Load-Side One: RLL1= 25.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 6.5 FT Roof Live Load-Side Two: RLL2= 25.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 6.5 FT Floor Loadinq: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 15.0 PSF Floor Tributary Width-Side One: FTW1= 3.25 FT ` Floor Live load-Side Two: FLL2= 40.0 PSF Floor Dead1Load-Side Two: FDL2= 15.0 PSF cn Floor Tribut ry Width-Side Two: FTW2= 3.25 FT 5 Wall Load: r WALL= 0 PLF Beam Loads: I Ro-of Uniform Live Load: wL-roof= 325 PLF Roof Unifori- Dead Load(Adjusted for roof pitch): wD-roof= 195 PLF Y Floor Unifor:. Live Load: wL-floor= 260 PLF Floor Uniform�Dead Load: wD-floor= 98 PLF Beam Self Weight: BSW= 16 PLF Combined Uniform Live Load: wL= 585 PLF Combined Uniform Dead Load: wD= 293 PLF a Combined Uniform Total Load: wT= 894 PLF Controllinq Total Design Load: wT-cont= 894 PLF Properties for:W6x16/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 6.28 IN Web Thickness: tw= 0.26 IN Flanqe Width: bf= 4.03 IN Flanqe Thickness: tf= 0.41 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix= 32.10 IN4 Section Modulus About X-X Axis: Sx= 10.20 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.08 IN Design Properties per AISC Steel Construction Manual Flanqe Bucklinq Ratio: FBR= 4.98 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 24.15 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 4.25 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 21.04 Limitinq Web Heiqht to Thickness Ratio for Fv=4*F h/tw-Limit= 63.33 Allowable Shear Stress: - ryty� ` : ___-... Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: 1M= 16083 FT-LB Nominal Moment Strength: Mr= 20196 FT-LB Controllinq Shear: V 5361 LB Nominal Shear Strength: H :� Wd 9 Z A G H Z 1GI Vr= 23512 LB Moment of Inertia (Deflection): Ireq= 23.95 IN4 31SVISH8V 9 J0 NM.01 1= 32.10 IN4 1 I SYSTEM_ PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 26.3' (HOT TO'SCALE) ACCESS COVER TO WITHIN 6' OF FIN. GRADE ENGINEER: ARNE H. OJALA, PE ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REOUIRED OVER SYSTEM 25.7' 2S't WITNESS: DAVID STANTON 2' DOUBLE WASHED F,ASTONE\ DATE: 9/19/02 RUN PIPE LEVEL 3' MAX. < 2 MIN/INCH 23`3' FOR FIRST 2- PERC. RATE _ (PROP) PROPOSEDI�SQQ 22,7' R'�`R ROAu GALLON SEPTIC 22.50' CLASS I SOILS; PH y O� 2`2.75' TANK OP: AL 10 > GAS t2' 0 o� no o aBAFFLE 22 i7' "� Z 21 LD (] CD CD IO CDMINO CD CD ED CD CD CD 4 ELEV,( 2 % $LOPE) �6' CRUSHED STONE OR MECHANICALgD CD C] CD a CD O 0 19.85 °. 25,$COMPACTION. (15.221 12])„_ b $o Lotus DEPTH OF FLOW = 4 1 2' DOUBLE WASHED STONE A (�V. SLOPE) <_% SLOPE) LS TEE SIZES: i. INLET DEPTH = 10" - 12" JOYR 4/4 LOCATION MAP NTS OUTLET DEPTH - LEACHING B ASSESSORS MAP 167 PARCEL 22 FOUNDATIDN- 23' SEPTIC TANK 33' D' BOX 21 FACILITY 6.05' LS ZONING DISTRICT, RD-1 I tOYR 5/6 YARD SETBACKS: yy> 30' 23.3' FRONT = 30' 4 SIDE = 1U REAR = 10' { 13.8, C 35,0 I PERC M/F FLOOD ZONE: C CONTRACTOR SHALL CONFIRM BUILDING SETBACK .. C 2.5Y 6/6 REQUIREMENTS PRIOR TO ANY CONSTRUCTION j +33.4i \� - BENCH MARK - TOP OF CONC. BOUND f 1.44" 13.8' 30.0 ELEVATION = 29.2' NO WATER ENCOUNTERED \ *34.4 �\ NOTES 32% ASSUMED SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I owFp ) I. DATUM IS 0 1.. '' � JFSIGN FLOW: .S BEDROOMS <tta GPD> = 550 GPD 2. MUNICIPAL WATER Ic c�,crNlr 7o O� _ �' 0- .p USE A 550 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. g \O `�\ m C) 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10. ( 30+-30U ;/ .;is . .._.. �_ \ T�JO� ., _ P _ - SEPTIC TANK: 550 r, D ( 2 ) 1100 Zg`_- -_- ,D, N A Z 5 PIPE JOINTS TO BE MADE WATERTIGHT .T3 � 2265263 ��<^y0 ` '7N JSE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. - o P p 1. LEACHING! ENVIRONMENTAL CODE TITLE V. O. -o o/- 172 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT wow in ��t. SIDES- TO+ 10.83) 2 = TO BE USED FOR ANY OTHER PURPOSE. +z63T % /+ �se " ' `5•"yy5 � c� 47.5 x 10.83 (.74) = 380 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. + 3 %Zy� / '32 \` BOTTOM: ' �9;�N I rZ 21'B 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT b i -(2 . TOTAL: 747 S.F. 552 GPD +23.2 / 5.8 'D jj;' = o INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �� o G�0-�4 USE (5) 500 GAL LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH: o +2s.6 I I` , / T lb LOUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM 23� �.\ tC p.9 ( \ 23.5- -. PATIO EXIST.--- 2 OwEll. � g6.2 TF =26 LEGEND 4 TITLE 5 SITE PLAN ,5 OEC .3' 22.7 _� - ._.- 22_-_ 263 \9��t �V PROPOSED SPOT ELEVATION OF Z a� .t" . 1°°.0 3 5 POWERS DRIVE ---- 2t / . 17. ---- 20____-_-_-_,-_._ 'f)�% 1UOx0 EXISTING SPOT ELEVATION --- Br-'" 0' ,C"�.$ yJ �- PROPOSED CONTOUR 1N T (CENTERV 18---- --s ----- _--® .,.: u �r<ir, s - -- - oo H ILLE) BARNSTABLE -- _ 6 -" � " �,i � � ,` ' _� DAMIAN DUPUY ----- I11.6 EXISTING CONTOUR PREPARED FOR. 10.6100 I' . 17.E ._.-- __-• � , ty'' _-. 30 0 30 60 90 BOARD OF HEALTH \s s3-+12� ��L=32.32' _ SCALE: SEPTEMBER 21. 2002_ a \ MA 1" = 30� DATE: LOT 3A R=21.70' APPROVED DATE \ 2Q88 ACR 8t ACRES FT. 0.48t ES (T zoe;abz-a5(1 - (o.508 362-9880 yUI ` WELL down cape engineering, inc. " y �'N \�11 c- AFlJA H. G� j Fi. V NOTE: SEWAGE EJECTOR PUMP PALL BE REOUIRFO FOR c OJALA ALA CIVIL ENGINEERS cry !!''®®® Lb. o 1ia6 EXIST. BATHROOM INBASEMENT)' o.30792 LAND SURVEYORS a t TLRt° aN 939 main St. yarmouth, m 02675 H. OJALA, P.E., P.L.S. DATE , 02-302 a. i i jf NOTES: R0. i SOUNDINGS SHOWN ARE TO HARD BOTTOM AND ARE BASED ON MLW DATUM. ` SOFT FLUID MUD EXISTS RANGING IN DEPTH FROM ZERO AT MLW TO 2.5 FEET 04 a AT THE MIDDLE OF THE RIVER. PP J� Rp OGJS FOR PROPOSED PIER SEE SE3-4317. CO 1 ot < �� a A LOCUS PLAN SCALE:1 25.000 HYANNIS QUAD. Q V�J (v � �y p� 57 � � 1.�l\FEM4 20 _ EXISTING TRAIL TRMBERE PLAN VIEW STAIRS —/0 SCALE' I = 20, 0 10 20 40ff. A MNW 2.5Tc ��S Jk �. �\ ACCESS k , �< LADDER 3 BENTSCa� —�)c SA MpR T MLw 0.0 .B. • • B. MgRSH TONYf PERF5o, �- — - - _- - r l — — 3 8 3' -� OF LADDER ,3 _ A �� $UIliVAM NO.29M Cw - _ //�SUMPS RIVER FLOOD EBB// N� SHEET I of 2 PLAN ACCOMPANYING PETITION OF DAMIAN DUPUY 35 POWERS DRIVE CENTERVILLE , MASS. a M FOR CONSTRUCTION AINTAINING A TIMBER PIER IN BUMPS RIVER SULLIVAN ENGINEERING INC. OSTERVILLE , MASS. NOVEMBER 17, 2004 1 t r PROPOSED STAIRS 28'-Opt TOTAL I 4'-0° 3 BENTS na St-0° = 24t-0" ADD I STEP DOWN IF 2"x 4t HANDRAIL FIELD CONDITIONS DICTATE ONE SIDE ONLY i t t i I I \ ELEV. 5.0 H71-3.5 _ 3' MIN.- --- --- --- ----- -------- --- MHW 2.5 2 3.It 5' SALT MARSH _ TOP OF SI LT ACCESS LADDER t DD LAER BOTH SIDES 10.4 - SECTION A-A I 12.5� FROM MLW I SCALE: 1 5' LAND UNDER WATER Mimi 0 5 10ft. i I 3 -0 2ttx4t 1 I HANDRAIL 0 2"x 6°DECKING, 1/2" I SPACING M IN. in FIBERGLASS GRATING TO BE INSTALLED OVER SALT MARSH. 2' x 6"s { 0 cr 4ttx 4t 1 w SALT POSTS in v MARSH SECTION B- B SCALE: 1 �_ 4 0 2 4 Bft. ( Stu) Cw SHEET 2 of 2DILIPUY L CENTERVILLE,MASS. - SULLIVAN ENGINEERING INC. OSTERVILLE MASS. NOVEMBER li,2004 ' AcnaouwrE vnOwtE of EVImxG __ T ' 1 w.wvnOsnurE.ouT a+b a b¢ _ _ ��Z eE�Ems,Fo�.1 .:T,�- __-- __��+ - -- =_ — _ - _= ;.: .� •c?L, oEw:.Noww., urge,r E�000 . • �t-�r r� �`-.�`'-r��L �5�--_ —�— L rti- __ ________ _---_= _--- — ,o.o�xroLa<, 'T ❑❑ rr E-1Lf-- :r71' .-7 l S�t ! e J) 1- '}' 1� .I ,wr 'r rl ox.rowa..,nooN u„ e, 6LjqI, I. +. .wv,o AnE. i T--1'~-LT"-'�'.T'L L.C-r. 1 �`�'•ry TT�` _ `-�r J'T _ I .r[.,,.:7.-LT,CI .�. 1 ..i� esz u T+lr >< L� _L .y 11,= _J lyt 4�r L. y,41i,�i' ,..,I. _.1� ! L ... y . ,..rYlt'i _ -i � <FDnA sxlw.Es ' EsroRwce nw 8'-8"ww r FRONT ELEVATION' $,8„ c�xToeau.wo:AooH w:„Es<oxAOE • Ix PEM�Er<wE. RIGHT ELEVATION OF EXISTING - - W/SECTION THRU MUD ROOM - SECTION THRU MUD ROOM W/LEFT PROFILE BEYOND 4a. .=Pw< tT- - t 41 T Y..LrT1,:.J,.c -1 jr 1 /nMOwei iu o'omn 1 _4;AJ rrr" - �' - 'rL I'% �i`l, j� }. T.1 I 1 r it ; 1rCl f 7- RIGHT ELEVATION CROSS SECTION Q HEAVY FRAMED CONSTRUCTION REAR ELEVATION � wlxoow ^crw+Ea ANDERSON GENERAL NOTES: ROCKPORT POST AND BEAM THIS DRAWING CAN NOTBE P.O.BOk 353,ROCKPORT.MAINE 04856 _ REPRODUCED IN WHOLE OR (207)236 8562(888)2858562 *J - IN PART WITHOUT THE 1! WRITTEN CONSENT OF ROCKPOR'I POST a Sean. DATE OCT 2.02 DUPUY SCALE 1/4"=V RESIDENCE BY JOHN DYER DWG OF 5" 5'-8" \ 30' 9._4,. \ .. �\ 6r-5r. . DECK a d mow. \ ' 1' 5' C c_ j, _\ \,\ "'LL� \,.,` t0-8 Ng rib _, _5 \ \ 6. \ MUD ROOM I \ / \\ �) `� / •\- \. ,%�' \`. l / 25' i L.F� _,`__ `•,\\ I \\ waG c /\ sue \ c.�' - T 5,-6rr a LAV i \\ 9'4" `Jr.\ • � COMPUTEa NETWORK lJ CABLEISATELLITE TV / _ I el DOOR BELUCHIME 3'-103'. 1\\\5. r 4,_2" ! 22.500° 4'-10" N�ARMER PORC ELECTRIC DOOR OPENER \ N FLOOR OUTLET 4NTH COVER !' FLUORESCENT \\PC30 El FIRST FLOOR PLAN SECOND FLOOR PLAN SUSPENDED LIGHT ITCH 3- 3- 6'-38" _• _ I llTl \' I /\\\ S f ELECTRIC DOOR OPENER SWITCH } 419'-$" CEILING LIGHT F-URE JUNCTION BOX CEILING MOUNTED(RECESSED) POLE MOUNTED LIGHT FI%TURE RECESSED LIGHT FIXTURE �F. RECESSED HALOGEN CEILING LIGHT " wux , ' ' )• //���\���O _�J— � THERMOSTAT \ /r 1 yam• _- _{J WALL MOUNTED JUNCTION BOX(RECESSED) /`(�y/•// _may_ WALL MOUNTED LIGHT FIXTURE WATTHOURMETER EYEBALL SPOT \ \v .FLOOD LIGHT TELEPHONE OUTLET \ P N �I r^flI 11 vourLET t10 V OUTLET GROUND FAULT 220 V OUTLET SPECIAL A�'�, J. `l O!'\ •�. �\PR�C' \ \ - - Ow DISH WASHER PURPOSE OUTLET(WITH Deslcr+nTroN) \—`J- I/ QO \ \ \\\ F FAN • !--�--� l \ {�- \' \\\ R TO AIR EXCHANGE SYSTEM. GC SHALL FURNISH B INSTALL Ll LOW VOLTAGE AI NIC NOT IN CONTRACT P OPERLFURNISHBINSTKL ENTIIATtON N's NOT TO U^ • AT LIGHT FRAMED AREAS PS FULL SWITCH �E wP WEATHERPROOF c / EWO ELECTRIC WINDOW OPENER WINE STORAGE ANDERSON r�1 \ A�I:'���wn�' •'"'", .GENERAL NOTES:4 cIs.No,.a,goa TwL.. 'oM°e e:ooa oo�R:RF ROCKPORT POST AND BEAM THIS DRAW WG CAN NOT BE P.O.BOX 353.ROCKPORT.MAINE 04856 BASEMENT PLAN REPRODUCED IN WHOLE OR (207)2366562(888)285 8562 IN PART WITHOUT THE I'1 + WRITTEN CONSENT OF ROCKPORT POST B BEAM. DATE OCT 2,02 DUPUY BYJ RESIDENCE OHN DYER DWG OF \, sR 38'-32 /�!I - n.esoe„I.en /,.°ex,TRnns„e.,"w e,IAes"rv.co\ s,I�sssx.PF,Ps, 30_, LT 2" - 7'-g2° " .,..,< nEe neP sW 101, 3, \ arol�wue -- 2Z \ n.cN. t q" -_�� 10" 12'-92" 2'"11, t'8_ ,. t `\ 24'-5" ,..o...easw—IE c � 10' wmoA -5z'• T`222 \ .,Pons"6>cnac,wsE., I rP 7 a I --------8,-----L----------- 22 4,. 17'-28" 12'-21 ----_------____-___-___-\•-' 8 2" nwnI \ NOTE:FOOTINGS TO BE VARIFIEO TO SITE CONDITIONS 8" I � , s,s �\4 ��SECTION @ HEAVY FRAMED FOUNDATION aFo t� y 3/4CSCALE LIGHT FRAMED FOUNDATION 12 3/4"SCALE F -- 22 " 4 25' 1 l I - e.renlon s.c,Trl 11.5T NI noclwon,00s'esEN. li I � � �ie=0 "" . s r— J 8„ �\ 22.500° 13'-112" IrzT= 10" " - NN,�nson W. aLL�.� i----------------'-'------------------------------ "c 1p :welo�ns,u.,Io,< Heal i o aM�.,u, I I 4'-1" _ 3., co.w,c,eo.al I I wss..z ern �. 9 4 s 3 -------t--------T -------------------- 4,_8„ - 19'-5'• BASEMENT PLAN enesLso s� ° FOUNDATION DETAIL BEAM POCKET F � 19NU bUALL F SECTION LIGHT FRAMED WALL W/EXTENSION 16 3/4"SCALE 3 � /e`n`" wnoow N,uu..cr�asn ,,.WnsN.N ePUM GENERAL NOTo SF."els.:eo,.n.non,.,..,. DECK DETAIL T I e,eeaw., e•e� / POST POCKET PLAN (a) R BOCKPORT POST AND BEAM 11 3/4"SCALE ��TYPICAL SECTION 5'PANEL P.O. OX 353.ROCKPORT,MAINE 0a856 n[[cl usb[��•? THIS DRAWING CAN NOT BE ,gq 3/4"SCALE D TYPICAL SECTION @ 5.1"PANEL REPRODUCED IN WROIEDP (20TI 2368562(888)285 8562 /--D"\112"STEEL PLATE DETAIL 5.1 3/4"SCALE IN PART WITIF vTTNE 10 NO SCALE INRITTEN CONSENT OF ROCKPORT POST 8 BEAM. DATE OCT 2,02 DUPUY SCALE 1/4"=1' RESIDENCE BY JOHN DYER DWG OF I 4 10'-5 c r°° •v° \ 5" 3 \\ \ \ 3'2" � 7 4 24• �\ � 12• \ 20 `�ao \ 12'-7" 12' S ROOF FRAME PLAN B'3.• �\ DECK FRAME PLAN \� e 1 GENNERALERAL N NO ...�.� OTES:" °` .cRs..w, .,«,.,.•A"E«s,,,,, I I I ,, w�o4«rR.:«,goo«' s,EE, I r.o cE.�A,sow ou noo«..,n< sEE=«ooEa mocsowss \:<,sE.. I ooa«+•«e*o aSE ,a..aa. ,�e DECK DETAIL __--.-� __ „wsorF�, is°F:ooR POST POCKET PLAN �� "R" ,<o.a oP .a F..,.r ROCKPORT POST AND BEAM ua. n�rr °nF a..r 11 3/4"SCALE f D l TYPICAL SECTION 5"PANEL - 18A D TYPICAL SECTION 5.,"PANEL EXTERIOR TRIM DETAIL THISREP ODUCE GNCAN NOTwHOLE SE O P.O.236 853.ROCKPOR8,62 OM856 3/4"SCALE @ ET IN REPRODUCED IN THE OR (207)236 8562(660)2858562 �DD�1/2"STEEL PLATE DETAIL - 5.1 3!4"SCALE 1 3!'I SCALE IN P&RT wilRou*1RE (5 10 NO SCALE _—ENCORSENTOF ROCRPORI POST&SEAM. DATE OCT 2,02 DUPUY SCALE 1/4"=1' RESIDENCE `� - BY JOHN DYER DWG OF SYSTEM PROFILE TEST HOLE LOGS ' TOP FNDN. AT EL. 26.3' (NOT TO'SCALE) ACCESS 'OVER TO WITHIN 6' OF FIN. GRADE ENGINEER: ARNE H. OJALA, PE 25 t /- ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 25.7' WITNESS DAVID STANTON I /2' DOUBLE WASHED P'<ASTONE DATE: 9/19/02 RUN PIPE LEVEL 3' MAX. < 2 MIN/INCH ' 23,3' FOR FIRST z \, PEP.C. RATE _ " (PROP.) PROPOSEDI500 ,� 22.7' I SOILS, Pq poAD WVEP GALLON SEPTIC 22.50' -t. CLASS o,9c 2Z.75' TANK cH- 10 > GAS � � - C7 CD E3!O CD O (] CD I aA BAFFLE 22.17' 22.0' 0 21.85' O CD CD ED CD CD I I ED O ' MIN _ 0 ED O�ICD C7 CD CD ED CI [P ELEV, (?% SLOPE> �6' CRUSHED STONE OR MECHANICAL g 2 [] ED a�CD (] ED CD ED ED 0 19.85 D' 25.8 COMPACTION. (15.221 123) _ - Imo LOCUS DEPTH OF FLOW = 4 t 1 3/4' T❑ 1 1/2 DOUBLE WASHED STONE A - (_% SLOPE) (-% SLOPE) - lS TEE SIZES- INLET DEPTH = 10" t2" IOYR 4/4 LOCATION MAP NTS OUTLET DEPTH 14 ' _LEACHING 8 ASSESSORS MAP 167 PARCEL 22 FACILITY FOUNDATION- 23' SEPTIC TANK 33' D' BOX 2t {, 6.05' i LS ZONING DISTRICTS RD-1 p t 30" tOYR 5/6 YARD SETBACKS 23.3' FRONT = 30' - 1 SIDE = 10' REAR = 10' 13.8' C . 35.0 11 PERC FLOOD ZONE C M/F • CONTRACTOR SHALL CONFIRM BUILDING SETBACK - REQUIREMENTS PRIOR TO ANY CONSTRUCTION 2.5Y 6/6 +33.ai BENCH MARK - TOP OF CONC. BOUND 144' 13.8' ENCOU +30-0 ELEVATION 29.2'; NOTES: NO WATER NTERED ASSUMED ., SEPTIC DESIGN (GARBAGE DISPOSER IS Nf)T Al I t7WF1) ) 1. DATUM 1S \�� JF.SIGN FLOW _5 BEDROOMS (110_GPD) = 55Q-GPO 2. MUNICIPAL WATER I° FXICTIN jO j 7.0 i 0� .p USE A 550 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE li 8' PER FOOT. g \O 7\ co O 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- t0. 29-` ---'+`.o-� .N rr y _ A WITH MASS. - SEPTIC TANK! 550 G D ( 2 > 1100 5 PIPE JOINTS TO BE MADE WATERTIGHT 28--..- _ �2 ¢26s k d\ to JSE A 1500 GALLON SEPTIC TANK, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 3: _ _ -926.3 � _V „)q v. ENVIRONMENTAL CODE TITLE V. O \„ LEACHING: w� O"�O \.°� 74 = 172 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT L!/� ;'; i i ti ��G SIDES= 2(47.5 + 10.83) 2 (. ) TO BE USED FOR ANY OTHER PURPOSE. + 3 +26/3 +" R 3326 21.e BOTTOM: 47.5 x 10.83 (.74) = 380 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. ii� N� iw T S5Z GFD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT +23.2 s.B ,,: / 1�2 -� OTAL 747 S.F. INSPECTION BY BOARD OF HEALTH AND PERMISSION_OBTAINED G J' i �% USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. Ar� \t +2s.6 I�.� ;/ F� } EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS ]0. PUMP & REMOVE EXISTING SEPTIC SYSTEM y ATIO •-y- 1.' . t •. - �+ EXIST. __--_-2 ff26.3' -2P 7-�WELLl k-x202862 ',i --- - LEGENUSITE. _ - 22. '' , 9LX \?..,,5 , TITLE 5 PL A 26,3 21__ +22.9------- - - i �O \ w;'" I 100.0 PROPOSED SPAT ELEVATION OF 35 POWERS DRIVE 20--_. _.-.__ 1 0 x EXISTING SPOT ELEVATIONIN THE TOWN OF: PROPOSED CONTOUR (CENTERVILLE) BARNSTABLE 11.6 loo EXISTING CONTOUR PREPARED FOR: DAMIAN DUPUY 106 4.1617.- 30 O '30 60. 90 tS 1ti BOARD OF HEALTH 14 so v3"+i2�7 ��L=32.32' _ MA SCALE: 1' = 30' DATE: SEPTEMBER 21. 2002- LOT 3A R=21.70 APPROVED DATE \ 2 0.48tt CREST oft 306;762-4541 \ few 50p 762-9p80 + ✓,'- v1 of to vl - I c �t AS'r ARANEieerg, inc.down Cape eng LWELL JAIA } f _ Ic6 NOTE: SEWAGE EJECTOR PUMP WILL CBE REOUIREO FOR CIVIL ENGINEERS CIVIL .26 EXIST. BATHROOM IN BASEMENT o.30792 y' LAND SURVEYORS TEP Oxnl t,. 7 Y in, --_ 939 thin St. yarmouth, mck 02675 - H. OJALA. P-E., P.L.S. DATE 02-302 SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 26.3' (NOT TO'SCALE) , ACCESS COVER TO WITHIN 6' OF FIN. GRADE ! ARNE H. OJALA, PE ACCESS COVER (WATERTIGHT) TO . ENGINEER: ZS't MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6' OF FIN. GRADE 2% SLOPE REOUIRED OVERISYSTEM 25.7' WITNESS: DAVID STANTON p j 2- DOUBLE WASHED Pi ASTONE\ DATE: 9/19/02 I RUN PIPE LEVEL 3' MAX. FOR FIRST 2� / PERC. RATE _ < 2 MIN/INCH J(IRP) PROPOSED1500 -4UZ 22.7' W)LP ROPO �� GALLON SEPTIC 22.50' ! CLASS _OILS, PH 22.75' TANK Oi- 1�) GAS � � - I� L7 (] O C] { I C m9r anFFLE 22.t7' 22.0' 21 85' O ED CD O O C7 CD C7 C3 MIN $� I= CD E] CI O CJ u LJ LJ ELEV. J ( % SLOPE) �6' CRUSHED STONE OR MECHANICAL b �$8 2 0 � = I� = cl ED 0 19.85 0" Q 25 8' COMPACTION. (15.22_1 a DEPTH OF FLOW = 4' 1 1 3/4" TO 1 1/2" DOUBLE WASHED STONE q E � ows SLOPE) (_'/. SLOPE) TEE SIZES, LS - INLET DEPTH - 10" YR 44 IO _ 12" / LOCATION MAP NTS OUTLET DEPTH = 14" - LEACHING B ASSESSORS MAP 167 I PARCEL 22 FOUNDATION- 23' SEPTIC TANK 33' D' BOX 21 FACILITY 6.05' LS ZONING DISTRICT, RD-1 10YR 5/6 23.3' YARD SETBACKS: 30" FRONT = 30' SIDE = lo' REAR = 10' � 1 g' C / C+)35,0 PERc MjF FLOOD-ZONE C -f CONTRACTOR SHALL CONFIRM BUILDING SETBACK 012-0 2.5Y 6/6 REQUIREMENTS PRIOR TO ANY CONSTRUCTION BENCH MARK - TOP OF COIJC. BOUND ELEVATION = 29.2' -,� - 144" 13.8' 33" / �o +30.0 ����JJJ NO WATER ENCOUNTERED NOTES: 314 /1\ . I T•w.-� µA--r>`!L .�" iFI82 .2 3i,9 I . DATUM ]S ASSUMED SEPTIC DESIGN (GARBAGE DISPOSER IS N(TT AlAI 1 nWFn )FSIGN FLOW: S- BEDROOMS (.11Q_GFD) = 550_GPD 2. MUNICIPAL WATER IS: xlcTlrlr, .0 � JSE-A 550 GPD DESIGN FLOW 3. MINIMUM 'PIPE PITCH TO BE I/8' PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH❑ H=10: 3( 300_ i w \P \,� T'p p')^ SEPTIC TANK: 550 ,PD < 2 ) 1100 28_ ---- _ ' N to _ _ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 3$ _ 23-¢265 - y263 8�y� ` JSE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. . _ - o \ y LEACHING: ENVIRONMENTAL CODE TITLE V. W. O� �f 2(47.5 + 10.83) 2 (.74) = 172 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT SIDES: TO BE USED FOR ANY OTHER PURPOSE. + 3 +26.`3) /26�/ j 2,9 ROa. •)3;Ly `�'s� ^,218 BOTTOM: 47 5 x 10.83 (.74) = 380 •8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ?¢- 'ADD ,_ I � � (. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT +232 I j-'- - - 5.e 2 . o TOTAL: 747 S.F. 552 GFD �iG_ -1 i P / USE (5) 500 GAL. LEACHING CHAMBERS ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED + G I (' ( FROM BOARD O HEALTH. +25.6 1) / tt 'EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS 10. PUMP M&BREMOVE FEXISTING SEPTIC SYSTEM 179 +23'07 r PATIO +23.5 EXIST. _ DWELL. --4DECK TF -26.3' -227,• 202 `n \ . ' �A LEGENU PLAN 2 a � \ , >Y, j� 100,0 PROPOSED SPOT ELEVATION OF _ 01r-3T EXISTING PDT ELEVATION os,' \' PL t00x0S i 20-- ! IN THE TOWN 0 � -- _ POWERS DRIVE If Ufll,/TI PROPOSED CONTOUR (CENTERVILLF_) BARNSTABLE 7g, D ,•I ---- -- 6 _ 2 I' ` h ,N S -- 100 -EXISTING CONTOUR PREPARED FOR DAMIAN Dl UY II 10.6 1-1 1y I,. �...� 30 0 30 60 90 . T ��- BOARD OF HEALTH 14- 9'✓ SCALE: 1 L=32.32' - _ MA LOT 3A _30' DATE: SEPTEMBER 21, 2002 R=21.70' APPRDVED DATE " = \ 20,888t SO. FT. 0.48t ACRES _ ofr 509-362-4541 \ fo.508 362-9880 ��\N UI Mgsf� 11 UI Arg11s, down cape erlgrneering, inc. !���JALA 9�y ' ARtJE``\` WELL f^ AFlIA Al.O +2-6 NOTE: SEWAGE EJECTOR PUMP WILL BE REOUIRF�)FOR CIVIL ENGINEERS CIVIL z6A t EXIST. BATHROOM IN BASEMENT + o.30792 y - I IYr LAND SURVEYORS �/� 939 chin St. yormouth, mO, 02675 H. OJALA, 4P.E._ P.L..S. DATE 02-302 . I