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HomeMy WebLinkAbout0080 HYANNIS AVENUE F l �l r- 'z Town of Barnstable Building Department - 200 Main Street t EAMST"LE, * Hyannis, MA 02601 MASS 9�A i63�- . (508) 862-4038 rFD MA't¢ Certif icate of Occupancy Application Number: 200904022 CO Number: 20110071 Parcel ID: 287123 CO Issue Date: 05131/11 Location: 80 HYANNIS AVENUE Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLETAMILY HOME Village: HYANNIS Gen Contractor: J.J. DELANEY'INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed Town of Barnstable �s Building Department - 200 Main Street E AMSTASLE, 9 MASS. Hyannis, MA 02601 �A 1639. . (508) 862-4038 rFo�s . -Certificate of Occupancy Application.Number: 200904022 'CO Number: 20110071 Parcel ID: 287123 CO Issue Date: 05131/11 Location: 80 HYANNIS AVENUE Zoning Classification: RESIDENCE F-1 DISTRICT Proposed. Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: J.J. DELANEY INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: WINDOWS NEED TO BE LOOKED AT AND LANDSCAPING COMPLETED IN 60 DAYS. faJ Building Department.Signature Date Signed Fgo Application R — L',.1i ing - PP . Ref: 200904022 * BARNSTABLE, Issue Date: 10/01/09 Per, 9 MASS. �Al i639• A� Applicant: J.J. DELANEY INC Permit Number: B 20091871 FO MB►'I Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date:_ 03/31M Location 80 HYANNIS AVENUE Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 287123 Permit Fee$ 2,295.00 Contractor J.J.DELANEY INC Village HYANNIS App Fee$ 100.00 License Num 009961 Est Construction Cost$ 450,000 l Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW HOME I THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FESTINA, LENTE LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 68 INSPECTION HAS BEEN MADE. WESTON, MA 02493 Application.Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,,ALLY OR SIDEWALK ORANY PART THEREOF,EITHER;TEMPORARILY.OR-PERMANENTLY. ENCROACHEMENTS ON.PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING C( DE,MUST BE APPROVED BY THE JURISDICTION. ,STREET OR ALLY 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. ` 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL.NOT PROCEED UNTIL THE INSPECTOR-HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION, PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND as set forth in MGL c.142A). u�T� ,t.�. rk .�� @ �8. •� ® �� � � .fir �': 1 . . BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS A�5 L 1;Tkd16' `/3oh0 51/01/ 3 �1 "I 0 1 ating Inspection Approvals Engineering Dept yU'v5, Fir f�- F of 0 v kip PA k vi .so PROJECT NAME: ADDRESS: PERMIT# 261 (7/0 ZZ- PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY, q/wpfiles/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapes '� Parcel Application # �� o�� Health Division Date Issued 1 a O Conservation Division ` Application Fe�. (� Planning,Dept: _ *Permit Fee' Date Definitive Plan Approved by Planning Board Historic ' OKH _ Preservation/Hyannis ? Project Street Address �® /`T V4NNI,�, V Village 0S - 6 T Owner �kl f( rs/1 AIA Address b�`� 6�� UA 01y, M dZ-443 e S � � Tele hone � � .. � 4� Permit Request 44"9 .LILT NeW QSJ - ; Square feet: 1 st floor: existing proposed 7,5 06 2nd floor: existing proposed Total new gy 7 ZoningDistrict r Flood Plain C, Groundwater Overlay Project Valuation b Construction Type4*046 Lot Size o`76 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 17 Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes )No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) r(;�.SS� Basement Unfinished Area (sq.ft) J ?J 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: XGas ❑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 1/Appeal # Recorded Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use b APPLICANT INFORMATION ,� O (BUILDER OR HOMEOWNER) w Name Telephone Number Address vvv RA W License# 6S oogg 6' pprmt UabHome Improvement Contractor# U ' OA, 02- 9 Worker's Compensation # 4&23 I.S315 /010IO ALL CONSTR TION DEBRIS RESULTING FROM THIS PROJECT ILL E TAKEN TO /.144- Sid "P'Ll �W 194&14461 014fi 110 SIGNATUR 4 DATE c FOR OFFICIAL USE ONLY APPLICATION# h DATE'ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE - OWNER. r DATE OF INSPECTION: ; FOUNDATION 'FRAME ��L c3--� —`�1Ppz —�—r o INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Y GAS: ROUGH r FINAL W� FINAL BUILDING 4 _ DATE CLOSED OUT ASSOCIATION PLAN NO. w' t oF,�E. ti Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS. .639. Building Division ,erFD MA'S a, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection I Location lr GAF-e w t Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. i he following items need correcting: i(Z►-� �5 Na 1 bz s A c o 1 t-r o F I CA /,/`HOT G- a o ,kr r o t"(e/G-14, ( -1 P 4 CC- Please call: 50L-862-40311�for re-inspection. Inspected by Date �� �� The Commonwealth ofMassachusetts Department oflndustrialAccidenis Office oflnvestigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia ' Workers*Compensation Insuriince davit: Builders/Contractors/Electricians/Plumbers A licant Info rmation Please Print Le ibI Name(Business/Organization/Individual):. hqA •Address: u0,04 City/State/Zip: b 1�1 �`��Phone.#:_� •� pds A,rre.,yo an employer? Cbeck the appropriate box: :Type o project(required):, 1• u/i am a employer with 4• ❑ I am a general contras for and I � a e , d e sub-contractors 6 "ew construction . ees full t orpart-time,)•* • h v hue the . •employ ( Remodeling 2;❑ I am a'sole proprietor or partner- These on the'attached sheet 7• ❑ g ship and have no employees These sub-contractors have g• []Demolition employees and have workers' vg addition o workers' comp.insurance comp,insurance,t 5 [] co area corporation and its 10.0•Electrical repairs or additions . required.] officers have exercised their 11.❑Plumbing repairs or additions '3.❑ I am a homeowner doing till-work myself, [No workers' comp. right of exemption per MGL- 12,[]Roof repairs insurancb.required.]t c. 152, §1(4), and we have no 13,❑ Other employees, [No workers' comp•insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Ilomeowners,who'subrnit this affidavit indicating they are doing all work and then hire outside-contractors must submit anew affidavit indicating such, . tcontmetors tht t check this box must attached an additinnal sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,thaymust pro-Mh their workers'comp.poidy number. I am an employer Char is provlding workers'compensation insurance for my employees. Below is.the policy and job site' Information. �l�� �� � �� /' • �!/✓� . Insurance Company Name: Policy#or Self-ins.Lic,#: WL�J�J ©��`O Expiration bate: lob Site Address: r- City/State/Zip: a �Y/ Attach a copy of the workers compensation policy declaration page'(showing the policy number and a iration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip tb$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' Investi lions of the CIA for insurance coverage verification, ' I do hereby cer c u r t a' s• d penalties of perjury that the information provided above is true and correct. Date: Signature: f� Phone Z rn y+ 6��� Offtclal use only. Do not write in this area, to be completed by,c!ty or town officiaL. City or Town: ' Permlt/License# Issuing Authority(circle one); :1.Board of Health 2•Building Department 3, City/Town Clerk 4,ElectricaI Inspector 5,Plumbing Inspector 6, Other Phone#: Contact Person: Affidavit of Substantial Financial Interest 1, old 241naw ofd1/ P&hi 4Q)�QLI , on oath depose and state as folio s: 1. 1 am an applicant for a building permit for thp, Qr9perty located at Map 2g7 , Parcel The address of the property is U' 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in p ragraph 1 .above. 3. Within in the last twelve months from today's date, which is U the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the sub* j_ect-of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications.for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted& building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of p 'u thisZ day of , 200Y 2001-0050/affin 1 I �0,F1HE r, Town of Barnstable ` Regulatory Services r r r r • SAIWSTABLE. + s, �,y, $ Thomas F.Geiler,Director �p s639. �m lFo,,w�a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstabl e.ma.us' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder as Owner ofhe subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) J-4du 7 / , e of Owner P to Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side'. n•T7nvr,IfC-MY'KIAFPARMLCCThIJ r � Town of Barnstable �oFtt+t: y�P o Regulatory Services - Thomas F. Geiler,Director t BARNStABLE, q MASS. Building Division ATED 'y a Tom Perry,Building Commissioner 200 Main Street, Hyannis,M.4 02601 www.town.barnstoble.ma.us Office: 508-862-4038 Fax: 508=790-6230 . HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILrNG ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the'building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned"homeowner'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeownerperforming 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 fomm✓certification for use in your community. I (1•fnrmc•h..m�Prrmnt I Client#: 7813 2DELANEYJJ 'ACORD,. CERTIFICATE OF LIABILITY INSURANCE" DATE( 2009 ) PRODUCER. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990. Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED 'INSURERA: Liberty Mutual J.J. Delaney,Inc. INSURER B: - 20 Rascally Rabbit Road • -- INSURERC: - Unit 2 INSURER D: - - Marstons Mills, MA 02648 INSURER E: - COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR NSR DATE MM/DD/YY DATE MM/DD/YY - LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ - COMMERCIAL GENERAL LIABILITY - - DAMAGE TO RENTED $ PREMISES Ea occurrence CLAIMS MADE ❑OCCUR - - - MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ POLICY O- - - - J COC ER& AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY': $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident). PROPERTY DAMAGE $ y . (Per accident). - GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO E ACC $ r OTHER THAN ` AUTO ONLY: I AGG $ I EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE' $ ,�`• OCCUR F—ICLAIMS MADE AGGREGATE $ ._ DEDUCTIBLE RETENTION $ A WORKERS COMPENSATION AND WC231S318101018 11/02/08 11/02/09 X WcSTATU- OF MI-IS R EMPLOYERS'LIABILITY E.L.EACH ACCIDEI IT -$10O OOO. ANY PROPRIETOR/PARTNER/EXECUTIVE - - - - r _ OFFICER/MEMBER EXCLUDED? - - NO E.L.DISEASE-EA hMPLOYEE r$:100,000 Ityes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-PO ICY LIMIT $500 000 OTHER - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived, or extended the coverage provided by the policy provisions. ' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE,ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable - - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Building Division NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZPRESENTATIVE - - m ACORD 25(2001/08)1 of 2 #S58864/M58863 LS1 © ACORD CORPORATION 1988 , j (' ; `r ��-y �tte"l�arrvnza�ztveall�t ,./�aaaar,/usaelta ��� • Board of Building Regulatioand Standartlss' �� �� `� Construction Supervisor.Ucense�' i Licen a CS g961 .� I n.--4 1412010� Tr#Y 21680 - estri' t JOHh ,J DELANE� tar ( 271 PLUM W BARNSTABLE,MAC 2 66 8� Commissioner i .s__ ._ . _ i cn e .fi" '{• :� t`r« J Sf,S,%°�,a`F s, m,�i�,�,�.yS «'�✓.,,fi * - <���� .r e .• � y� :,,,,�ti, !SlrChWlY. ��A"•b•"<�{'j�kk.L'Z� jt5�'+s v, �., t "�-� sG _�, :,� � .�C� F1��� r}+rr 1�� ,�t'r�Yf�a c Si�-"o �`)" t,;+.,• 'y�' f'• p°s. t_�!„�a Al A t-ask ,•, � -1 7t itprf� �y �xz f F s y �'jvgpy ��c"`r� i'y� `ff'`��%�s �� �r��ryti.' ."yt�'�"+r?+1� �t��'�.K� �•�'f�',,,�}�''� r 'i�;,har `�, _ ,• % cNk ry{ T ,' tta of d d1t{ti y4ts �4y3 �t P k � � n -, x l Y �i g a"i + fe $t a>p +tom s�t {7 �+� r ,•i . +.iOlt +i' x^ 4 tI�C/, / fr ♦ 4 LF'4},;h{k'ff Y J t£�t rl�)''i )• M�y{,�+�.i � �S�'� f r ra )' � �f»f�' �ypfi� a't� S �^ � y. rj I�j)'i`L L1.:t y�' / �r r J q� f 5 }w�Yt�F..'Vf��{y 1'Y SY 2 • � ST �N+f�'' l4yt,I .i�'av„y"a 4 �.?i S��+�; ��pt�¢��g31fd. ,I �ie"i��i''��,a#d't•t�eP � �Yi ��;c� A"y "�." �i°� it� `1 -`fi����'" �yNy�.���fT �r�,"(��`k'-,+�t�r s�r rs '•��s S�'�t, _' �` s� "`--e�e•�t.: e '. v. _ �'( �/•'" ,�, 5� ,�y % i!��S 'r's P 31r.,zi�rCq '.��"�/r f ,�ti��"k t�`f�+} r ry s'+� i`'�•y=: _�._ ,4� ��. ..-1 " t d+ '1 r•`rr�' 1. at"{' "f Yr� t . 9 x. 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I I i t 4iaos t� �, .��++r't.-'s 'r� _.• �k,� ?` t 8 e� s' i `i". � '"`� �'t''� -� cj. y"r�s,•. -. #� b''��"` � �'�a � '1+ y�e��"� ""S �" ''xrc^-�i�"' ., tt�� � � � �s � f-♦ °� 5 ' x `. a J { �+'..t,'" t �f v'� cf,� W. _ram• :. t h a. ' S I wj❑ � � t �o- 4� `' tt� �'145rz e+Rra Zg r a opt, s r d1 Y'a�.���x k �� � �`a` aL �' ;z-..'Ct yt:�,��`3�� �'��tb'nx•"'�L:,ia. �,�1.:tea=.r f ' ��•',a.�-� � "`�'�. ,� Y a, �,��Sr�, � r+ t A qnl. .�R�na �� �'�:s w��w.. �✓C t-i-F�,f�f�'� r?r �j s ��`3 a�✓i r 5�,�'S� a�' � a�?�,t � .< ���� d 4 oa-a DEREK SHANN LANDSCAPE May 25, 2011 Town of Barnstable, Building Department 200 Main Street Hyannis, Massachusetts 02601 Attention:Mr. Paul Roma Re:80_Hyannis Ave. Hyannis Port? Dear Mr. Roma, In the interest of providing and maintaining proper storm water control and drainage at 80 Hyannis Avenue in Hyannisport, MA: We have installed an asphalt berm along the entire Hyannis Ave.frontage of the lot to control surface run-off from Edge Hill Rd. and Hyannis Ave. onto the site. All roof lines have been outfitted with gutters and down spouts leading to on-site dry wells to control roof water runoff. Concrete block retaining walls along the South and North lot lines contain a 12"x 36" crushed stone footing and 12"of crushed stone behind each wall. In addition an 8"x 6" ti channel of pea stone sits on top and runs the entire length of each wall. Porous landscape fabric beneath rip-rap rock has been installed to stabilize and controlled sediment erosion on the North and South lot line embankments. A porous driveway was constructed using a 3-4"profile depth of crushed sea shells spread on top of porous landscape fabric. We believe the steps outlined above shall control storm water on the premises and prevent surface run-off from town streets from spilling on to the property. I warrant that the work product outlined herein shall contain storm water to the premises and prevent erosion to neighboring properties. Very Truly o Derek Shann, Owner Derek Shann Landscape P 0 Box 967 Falmouth,.Ma.02556 617-680-5075 BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_11DR11 BC CALC@ 2.0 Design Report-US, 1 span I No cantilevers 1 0/12 slope Wednesday,September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE . Job Name: 09369 HYANNIS AVE �� y� Description: Level_1\DR11 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: a z 3 J/,' Y✓i s,. //�^,.. ,� ,✓ ..�. ..E 'i ...3, � C _ate u�%. 07-03-04 B0,3-112" B1,7-1/2" LL 1,670 Ibs LL 3,255 Ibs DL 898 Ibs DL 4,820 Ibs SL 760 Ibs SL 8,504 Ibs Total Horizontal Product Length=07-03-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 07-03-04 40 10 09-08-00 2 Unf. Lin. (plf) Left 06-01-12 07-03-04 0 60 n/a 3 Unf.Area(psf) Left 06-01-12 07-03-04 30 10 09-08-00 4 Reaction from Designs\Level... Conc. Pt. (Ibs) Left 06-01-12 06-01-12 3,443 9,264 n/a 5 Reaction from Designs\Level... Conc. Pt. (Ibs) Left 05-06-08 05-06-08 1,788 1,311 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,089 ft-Ibs 41.2% 115% 13 1 - Internal Completeness and accuracy of input must End Shear -8,991 Ibs 99.0% 115% 2 1 - Right be verified by anyone who would rely on. Total Load Defl. L/1,153(0.067") 20.8% 2 1 output as evidence of suitability for Live Load Defl. L/1,631 (0.048") 22.1% 2 1 particular application.Output here based Max Defl. 0.067" 6.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 6.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 3,329 Ibs n/a 36.2% Unspecified ( ask questions,please call 61 Wall/Plate 7-1/2"x 3-1/2" 16,579 Ibs n/a 84.2% Unspecified 00)232-o7s8 before installation. BC CALC@,BC FRAMER@,AJSTM, Notes ALLJOIST@,BC RIM BOARDTM,BCI@, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Fastener Manufacturer: TrussLok(tm) trademarks of Boise Wood Products, L.L.C. Connection Diagram b d a r c e a minimum= 1-1/2" c=8-7/8"' b minimum=4" d=24" e minimum= 1" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:SDS 1/4 x 3-1/2 Page 1 of 1 Roisw Single 11 J/8" AJS® 20 MSR Joisftevel_MR12 BC CALC®2.0 Design Report-US, 2 spans I No cantilevers 1 0/12 slope Wednesday,September 23,2009 10:24 Build 287 16"OCS Repetitive Glued&nailed construction File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_1\DR12 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY, Code reports: ESR-1144 Misc: x7 �" �' .:- s� 04 12-04-13 17-00-00 BO,8-13/16" B1,3-1/2" B2 4" LL 317 Ibs LL 973 Ibs LL 395 Ibs DL 56 Ibs DL 243 Ibs DL 93 Ibs Total Horizontal Product Length=29-04-13 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 29-04-13 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,657 ft-Ibs 37.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1,843 ft-Ibs 41.9% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 466 Ibs 38.3% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1,197 Ibs 50.1% 100% 1 2-Left particular application.Output here based Cont. Shear 658 Ibs 44.2% 100% 1 2-Left on building code-accepted design properties and analysis methods. Uplift 38 Ibs Wa 16 1 -Left Installation of BOISE engineered wood Total Load Defl. L/1,113(0.18") 21.6% 16 2 products must be in accordance with Live Load Defl. L/11344(0.149") 35.7% 16 2 current Installation Guide and applicable Total Neg. Defl -0.036" 7.2% 16 1 building codes.To obtain Installation Guide Max Defl. 0.18" 18.0% 16 2 or ask questions,please call Span/Depth 16.9 n/a 2 (800)232-0788 before installation. BC CALC®,BC FRAMER@),AJS-, %Allow %Allow ALLJOIST@),BC RIM BOARD-,BCI@), Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMM,SIMPLE FRAMING BO Wall/Plate 8-13/16"x 2-1/2" 372 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM@,VERSA-RIM B1 Wall/Plate 3-1/2"x 2-1/2" 1,216 Ibs n/a n/a Uns ecified PLUS®,VERSA-RIM@), p VERSA-STRAND@),VERSA-STUD@)are B2 Wall/Plate 4"x 2-1/2" 488 Ibs n/a n/a Unspecified trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_11DR13 BC CALC@ 2.0 Design Report-US, 1 span [No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_1\DR13 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: �1111 ! 111111 � 111111 [11 -� 06-03-08 BO,3-1/2" 61,3-1/2" LL 2,673 Ibs LL 2,662 Ibs DL 715 Ibs DL 712 Ibs Total Horizontal Product Length=06-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left -00-00-00 06-03-08 40 10 15-00-00 2 Reaction from Designs\Level... Conc. Pt. (Ibs) Left 03-01-08 03-01708 1,560 410 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,104 ft-Ibs 28.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2,412 Ibs 30.5% 100%" 1 1 -Left be-verified by anyone who would rely on Total Load Defl. L/2,016(0.035") 11.9% 1 1 output as evidence of suitability for Live Load Defl. U2,553 (0.027") 14.1% 1 1 particular application.Output here based Max Defl. 0.035" 3.5% 1 ? on building code-accepted design properties and analysis methods. Span/Depth 5.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 3,388 Ibs n/a. 36.9% Unspecified ( ask questions,please call 61 Post 3-1/2"x 3-1/2 .3,374 Ibs n/a 36.7% Unspecified' 00)232-0788 before installation. BC CALC@,BC FRAMER@,AJS-, Notes. ALLJOIST@, BC RIM BOARD-,BCI@, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. .SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/360)Live load•deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Fastener Manufacturer: TrussLok(tm) trademarks of Boise Wood Products, L.L.C. ' Connection Diagram �{ b d a c a minimum= 1-1/2" c=8-7/8" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side,loads. Concentrated loads are not considered in side load analysis. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 80iSE" Quadruple 1-3/4" x 11-7/8 VERSA-LAM® 2.0 3100 SP Floor Beam\...1DR1O BC CALC®2.0 Design Report-US, 1 span No cantilevers 1 0/12 slope Wednesday,September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR10 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: 3 • 2 19-06-10 BO,3-1/2" B 1,4-3/8" LL 1,788 Ibs LL 948 Ibs DL 1,311 Ibs DL 1,073 Ibs Total Horizontal Product Length 19-06-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 19-06-10 40 10 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 19-06-10 0 60 n/a 3 Reaction from Designs\Level... Conc. Pt. (Ibs) Left, 05-00-00 05-00-00 1,693 492 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 13,000 ft-Ibs 30.6% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2,906 Ibs 18.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/545(0.419") 44.0% 1 1 output as evidence of suitability for Live Load Defl. L/994(0.23") 36.2% 1 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.419" 41.9/0 1 1 properties and analysis methods. Span/Depth 19.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 7" 3,099 Ibs n/a 16.9% Unspecified or ask questions,please call B1 Post 4-3/8"x 7" 2,021 Ibs n/a 8.8% Unspecified (800)232-0788 before installation. BC CALCa,BC FRAMER@,AJSTM', Notes ALLJOIST®,BC RIM BOARD-,BCIO, BOISE GLULAMTTM SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM®,VERSA-LAM@),VERSA-RIM Design meets Code minimum (L/360)Live load deflection criteria. PLUS@,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Fastener Manufacturer: TrussLok(tm) trademarks of Boise Wood Products, L.L.C. Connection Diagram b d a c e a minimum= 1-1/2" c=8-7/8" b minimum=4" d=24" e minimum= 1" Connection design assumes point load.is'top-loaded'. For connection Fdesign of'side-loaded' point loads, please consult a technical representative or professional of Record.. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Install screws from both sides,staggering screws by Y2 of the spacing to avoid splitting. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: SDS 1/4 x 6 Page 1 of 1 r BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 2\DR2 BC CALL®2.0 Design Report-US, 2 spans I No cantilevers 1 0/12 slope Wednesday,September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR2 Address: 80 HYANNIS AVE Specifier: City,State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: W," 14-06-00 15-06-00 V BO,5-1/2" B1,3-1/2" B2,5-1/2" LL 528 Ibs LL 1,462 Ibs LL 558 Ibs DL 1,173 Ibs DL 3,861 Ibs DL 1,305 Ibs SL 1,041 Ibs SL 3,426lbs SL 1,158lbs Total Horizontal Product Length=30-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start. End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 30-00-00 60 15 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 30-00-00 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 30-00-00 15 30 06-03-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,372 ft-Ibs 22.8% 115% 15 2- Internal Completeness and accuracy of input must Neg. Moment 12,810 ft-Ibs 34.9% . 115% 2 1 - Right be verified by anyone who would rely on End Shear -2,328 Ibs 17.1% 115% 15 2- Right output as evidence of suitability for Cont. Shear 3,920 Ibs 28.8% 115% 2 2-Left particular application.Output here based Total Load Defl. L/966(0.188") 24.8% 15 2 on building code-accepted design Live Load Defl. L/1,626 . " 22.1% 15 2 properties and analysis methods. 0111 ( ) Installation of BOISE engineered wood Total Neg. Defl. 0.005" 1.1% 16 1 products must be in accordance with Max Defl. 0.188" 18.8% 15 2 current Installation Guide and applicable Span/Depth 15.3 n/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC@,BC FRAMER@,AJS-, BO Post 5-1/2"x 5-1/4" 2,742 Ibs n/a 12.7% Unspecified ALLJOIST@,BC RIM BOARD-,BCI@, 131 Post 3-1/2"x 5-1/4" 8,749 Ibs n/a 63.5% Unspecified BOISE GLULAMTm SIMPLE FRAMING B2 Post 5-1/2"x 5-1/4" 3,021 Ibs n/a 13.9% Unspecified SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(L/360)Live load deflection criteria. . Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) Connection Diagram b �d a c e a minimum= 1-1/2" c=8-7/8" b minimum=4" d=24" e minimum= 1" Install screws from both sides,staggering screws by Yz of the spacing to avoid splitting. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 1 of 1 BOiSE" Double 1-3/4" x 9-112" VERSA-LAM® 2.0 3160 SP Floor Beam\Level_2\DR3 BC CALC@ 2.0 Design Report-US, 1 span No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR3 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: i S > - a v' 08-07-00 BO,3-1/2" B1,3-1/2" LL 3,863 Ibs LL 3,863 Ibs DL 1,006lbs DL 1,006lbs Total Horizontal Product Length=08-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-07-00 60 15 15-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,361 ft-Ibs 67.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear- 3,639 Ibs 57.6% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U438 (0.222") 54.7% 1 1 output as evidence of suitability for Live Load Defl. U553(0.176") 65.2% 1 1 particular application.Output here based Max Defl. 0.222" 22.2% 1 1 on building code-accepted design properties and analysis methods. Span/.Depth 10.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable- Bearing Supports Dim.(L x W) . Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 4,868 Ibs n/a 53.0% Unspecified ( ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,868 Ibs n/a 53.0% Unspecified oo)232-0788before installation. BC CALC@,BC FRAMER@,AJSTM, Notes ALLJOIST@,BC RIM BOARDTm,BCI@, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Fastener Manufacturer: TrussLok(tm) trademarks of Boise Wood Products, L.L.C. Connection Diagram y�{ b —d a c e a minimum= 1-1/2" c=6-1/2" b minimum=4" d=24" e minimum= 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\Level_21DR4 BC CALC®2.0 Design Report-US 1 span [No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR4 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: 1 i ES li �k 03-03-12. BO 131,3-1/2" LL 1,521 Ibs LL 1,560 Ibs DL 399 Ibs DL 410 Ibs Total Horizontal Product Length=03-03-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 03-03-12 60 15 15-06-00 Controls Summary Value Allowable Duration Case Span Disclosure Pos. Moment 1,231 ft-Ibs 5.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 465 Ibs 5.9% 100% 1 1 =Left be verified by anyone who would rely on Total Load Defl. L/18,270(0.002") 1.3% 1 1 output as evidence of suitability for Live Load Defl. L/23,067(0.002") 1.6% 1 1 particular application.Output here based Max Defl. 0.002" 0.2% 1 1 on building code-accepted design properties and analysis methods. Span Depth 2.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 3"x 3-1/2" 1,920 hbs 41.1% 24.4% HHUS410 (8 ask questions,please call B1 Post 3-1/2"x 3-1/2" 1,969 Ibs n/a 21.4% Unspecified 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Cautions ALLJOIST@),BC RIM BOARD- BCI@), BOISE GLULAM- SIMPLE FRAMING Header for the hanger HHUS410 at BO is a Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SYSTEM@),VERSA-LAM®,VERSA-RIM SP. PLUS@),VERSA-RIM®, Hanger HHUS410 requires(30) 1 Od face nails, (10) 1 Od joist nails. VERSA-STRAND@),VERSA-STUD@)are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240).Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Fastener Manufacturer: TrussLok(tm) Connection Diagram b d aI _F • r• • c e a minimum= 1-1/2" c=8-7/8" b minimum=4" d=24" e minimum= 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 1 of 1 BOISE, Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Bea'mlLevel_21DR5 BC CALCO 2.0 Design Report-US, 1 span I No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR5 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: i�/i. .r .u`.,i.,,./ „ss '=�"',�.:�ram', ,� ��r '•.�i ,u.",� �,; , '. 12-05-08 BO,2-3/4" B1,2-3/4" LL 2,336 Ibs LL 2,336 Ibs DL 693 Ibs DL 693 Ibs Total Horizontal Product Length=12-05-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 . Standard Load Unf.Area (psf) Left 00-00-00 12-05-08 60 15 06-03-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,937 ft-Ibs 28.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,437 Ibs 20.6% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/901 (0.161") 26..6% 1 1 output as evidence of suitability for Live Load Defl. L/1,169(0.124") 30.8% 1 1 particular application.Output here based Max Defl. 0.161" 16.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 12.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 2-3/4"x 5-1/4 (8 3,029 Ibs n/a 28.0% Unspecified ask questions,please call B1 Post 2-3/4"x 5-1/4" 3,029 Ibs n/a 28.0% Unspecified 00)232-0788 before installation. BC CALCO,BC FRAMER@,AJS- Notes ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are Fastener Manufacturer: TrussLok(tm) trademarks of Boise Wood Products, L.L.C. Connection Diagram b d a I c e a minimum= 1-1/2" c=8-7/8" b minimum=4" d=24" e minimum= 1" Install screws from both sides,staggering screws by%of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 BoiSE- Single 11-7/8" AJS® 20 MSR Joisftevel_2MR6 BC CALC@ 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 12"OCS Repetitive Glued&nailed construction File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR6 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA . Designer: Customer: Company: SHEPLEY Code reports: ESR-1144 Misc: 1 S +lr: :,4 _ r "i ! ,,,n 'W` V�=.: $+ ac` . Iggg GO 17-03-02 BO B 1,4-3/8" LL 512 Ibs LL 524 Ibs DL 128 Ibs DL 131 Ibs Total Horizontal Product Length=17-03-02 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 17-03-02 60 15 12" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,662 ft-Ibs 60.5% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 627 Ibs 61.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/601 (0.337") 40.0% 1 1 output as evidence of suitability for Live Load Defl. U751 (0.269") 63.9% 1 1 particular application.Output here based Max Defl. 0.337" 33.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.0 n/a T Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 2-1/2" 640 Ibs 54.0% n/a IUS2.56/11.88 (8 ask questions,please call B1 Wall/Plate 4-3/8"x 2-1/2" 655 Ibs n/a n/a Unspecified 00)232-0788 before installation. BC CALC®,BC FRAMER@,AJSTM, Cautions ALLJOIST@,BC RIM BOARD- BCI@, BOISE GLULAMT"' SIMPLE FRAMING Header for the hanger IUS2.56/11.88 at BO is a Double 1-3/4'x 11-7/8"VERSA-LAM®2.0 SYSTEM@,VERSA-LAM@,VERSA-RIM 3100 SP. PLUS@,VERSA-RIM@, Hanger IUS2.56/11.88 requires(10) 10d face nails, (2)teardrop joist nails. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE, Single 11-7/8" AJS® 20 MSR Joisftevel_21DR7 BC CALL®2.0 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 16"OCS I Repetitive I Glued&nailed construction File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR7 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1144 Misc: /i46✓/%a y e{ r i /' i' r n 7 12-04-14 17-04-14 BO,4-3/8" B1,3-1/2" B2,4-3/8" LL 458 Ibs LL 1,496 lbs LL 608 Ibs DL 79 Ibs DL 374 Ibs DL 143 Ibs Total Horizontal Product Length=29-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. . Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 29-09-12 60 15 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,600 ft-Ibs 59.1% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -2,900 ft-Ibs 65.9% 100% . 1 2- Left be verified by anyone who would rely on End Reaction 715 Ibs 58.8% 100% 16 2- Right output as evidence of suitability for Int. Reaction 1,840 Ibs 77.0% 100% 1 2-Left particular application.Output here based Cont. Shear 1,010 Ibs 67.8% 100% 1 2-Left on building code-accepted design Uplift 62 Ibs n/a 16 1 -Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. L/698(0.294") 34.4% - 16 2 products must be in accordance with Live Load Defl. L/842 (0.244") '57.0% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.059" 11.8% 16 1 building codes.To obtain Installation Guide Max Defl. 0.294" 29.4% 16 2 or ask questions,please call Span/Depth 17.3 n/a 2 (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, %Allow %Allow ALLJOIST®,BC RIM BOARDM,BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Wall/Plate 4-3/8"x 2-1/2" 537 ibs n/a n/a Unspecified SYSTEM@,VERSA-LAM®,VERSA-RIM B1 Beam 3-1/2"x 2-1/2" 1,870 Ibs 28.5% n/a Versa-Lam 2.0 PLUS®,VERSA ,VE, D VERSA-STRAN ,VERSA-STUDS are B2 Wall/Plate 4-3/8"x 2-1/2" 751 Ibs n/a. n/a Unspecified trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 62 Ibs found at span 1 -Left. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. j Page 1 of 1 BOISE, Single 11-7/8" AJS® 20 MSR Joisftevel_MR8 BC CALL®2.0 Design Report-U$ 1 span I No cantilevers 1 0/12 slope Wednesday, September 23,2009 10:24 Build 287 16"OCS Repetitive Glued&nailed construction File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR8 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1144 Misc: 1 n ivd,ti,%rib 19-05-08 BO,2-3/8" B1,4-3/8" LL 386 Ibs LL 392 Ibs DL 129 Ibs DL 131 Ibs Total Horizontal Product Length=19-05-08 Load Summary Live Dead, Snow Wind Roof Live Tag Description Load Type Ref. Start End - 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 19-05-08 30 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,412 ft-Ibs , 54.8% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 504 Ibs 47.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U621 (0.368") 38.7% - 1 1 output as evidence of suitability for Live Load Defl. L/828 (0.276") 58.0% 1 1 particular application.Output here based Max Defl. 0.368" 36.8% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-3/8"x 2-1/2" 514 Ibs n/a n/a Unspecified ( ask questions,please call B1 Wall/Plate 4-3/8"x 2-1/2". 523 Ibs n/a n/a Unspecified 00)232 0788 before installation. BC CALC@,BC FRAMER@,AJS-, Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(L/240)Total load deflection.criteria. BOISE GLULAMTM SIMPLE FRAMINGSYSTEM@,VERSA-LAM@,VERSA-RIM. Design meets User specified (L/480)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing,glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR9 BC CALC@ 2.0 Design Report-US 1 span l No cantilevers 1 0/12 slope Wednesday,September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_2\DR9 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: . .%r%�i..ri /,,<✓J,..... �, „,,,vsl .. ... . .<,r�,�. '" � x ;t. � 'lm�a�.�' �a*rox•�,.� .I` ' �''' �.�..';� a�. �' 11-07-04 BO,5-1/2" 61 LL 1,693lbs LL 1,633lbs DL 492 Ibs DL 475 Ibs Total Horizontal,Product Length=11-07-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 11-07-04 40 10 07-02-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,618 ft-Ibs 26.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,650 Ibs 20.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/1,052(0.126") 22.8% 1 1 output as evidence of suitability for Live Load Defl. L/1,358(0.097") 26.5% 1 1 particular application.Output here based Max Defl. 0.126" 12.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 5-1/2"x 3-1/2" 2,186 Ibs n/a 15.1% Unspecified ( ask questions,please call B1 Hanger Load 3"x 3-1/2" 2,108 Ibs 45:1% 26.8% HHUS410 00)232-0788 before installation. BC CALC@,BC FRAMER@,AJS-, Cautions ALLJOIST@,BC RIM BOARD- BCI@, BOISE GLULAM- SIMPLE FRAMING Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAMO 2.0 3100 SYSTEM@,VERSA-LAM@,VERSA-RIM SIP. PLUS@,VERSA-RIM@, Hanger HHUS410 requires(30) 10d face nails, (10) 10d joist nails. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Fastener Manufacturer: TrussLok(tm) Connection Diagram ri b �__d a c e a minimum= 1-1/2" c=8-7/8" b minimum=4" 'd=24" e minimum= 1" Install'Screws with screw heads in the loaded ply. Member has no side loads. Connectors are:SDS 1/4 x 3-1/2 Page 1 of 1 r - noisw Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof l3eam\Level_3\DR1 BC CALC@ 2.0 Design Report-US 3 spans I No cantilevers 1 0.5/12 slope Wednesday,September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_3\DR1 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company: SHEPLEY Code reports: ESR-1040 Misc: 'we�0.5 12 i. 16-06-00 A 04-00-00 A 19-06-00 BO B1 B2 B3 DL 1,368lbs DL 1,673 Ibs DL 3,444 Ibs DL 1,575lbs SL 2,554 Ibs SL 7,294 Ibs SL 9,265 Ibs SL 2,937 Ibs Total of Horizontal Design Spans=40-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 40-00-00 15 30. 12-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 17,651 ft-Ibs 52.9% 115% 193 3- Internal Completeness and accuracy of input must Neg. Moment -22,632 ft-Ibs 67.8% 115% 196 3-Left be verified by anyone who would rely on End Shear -3,797 Ibs 35.5% 115% 193 3-Right output as evidence of suitability for Cont. Shear 6,025 Ibs 56.3% 1156/6 196 3-Left particular application.Output here based on building code-accepted design Uplift 1,745 Ibs n//a 196 1 -Right properties and analysis methods. Total Load Defl. L/373(0.628 ) 64.3/0 193 3 Installation of BOISE engineered wood Live Load Defl. L/572(0.409") 62.9% 193 3 products must be in accordance with Total Neg. Defl. -0.038" 5.0% 193 2 current Installation Guide and applicable Max Defl. 0.628" 62.8% 193 3 building codes.To obtain Installation Guide Span/Depth 16.7 n/a 3 or ask questions,please call (800)232-0788 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALC®,BC FRAMER@,AJS-, Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 40-00-00 40-01-00 ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAMTTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Cautions PLUS@,VERSA-RIM@, Uplift of 1,745 Ibs found at span 1 -Right. VERSA-STRAND@,VERSA-STUD@ are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Wood Products, surcharge load. L.L.C. Notes Design meets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum.load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3-3/8". Minimum bearing length for B2 is 4-7/8". Minimum bearing length for B3 is 1-3/4". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing + 1/2 intermediate bearing Fastener Manufacturer: TrussLok(tm) Page 1 of 2 r noiSE- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof BeamlLevel_IDR1 BC CALC@ 2.0 Design Report-US 3 spans No cantilevers 1 0.5/12 slope Wednesday,September 23,2009 10:24 Build 287 File Name: 09369 HYANNIS AVE Job Name: 09369 HYANNIS AVE Description: Level_3\DR1 Address: 80 HYANNIS AVE Specifier: City, State,Zip: HYANNISPORT, MA Designer: Customer: Company:. SHEPLEY Code reports: ESR-1040 Misc: Connection Diagram Disclosure �.I b d — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design 'properties and analysis methods. • • ` Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" C= 11" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARD-,BCI@, Install Screws with screw heads in the loaded ply. BOISE.GLULAMT ,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: SDS 1/4 x 3=1/2 PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. t REScheck Software Version 4.2.0 Com pl ian.ce ' Certificate Project Title: Festina Residence Energy Code: . 2006 IECC: Location: Hyannis,Massachusetts Construction Type: Single Family . Building Orientation: Bldg.orientation unspecified Conditioned Floor Area: 1680 ft2 r Glazing Area Percentage: 23% Heating Degree Days: 6137 Climate Zone: 5" Construction Site: Owner/Agent: Designer/Contractor: 80 Hyannis Ave. Festina Jack Delaney Hyannisport,MA 02647 J J Delaney"Building&Remodeling 20 Rascally Rabbit Rd: Marstons Mills,MA 02648 a . , Compliance:4.8%Better Than Code Maximum UA:372 YourUA:354 Gross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1550 38.0' 0.0 4T Wall 1:Wood Frame,16"o.c. 2000 19.0 0.0 89 Orientation`.Unspecified Window 1:Vinyl Frame:Double Pane with Low-E" 335 0.280 94 SHGC:0.43 Orientation:Unspecified Door.1:Solid 63 0.180 11' Orientation:Unspecified " Door 2:Glass 120 0.280 34 SHGC:0.43 Orientation:Unspecified Floor 1:All-Wood Joist/Truss;Over Unconditioned Space 1680 .. : 19.0 0.0 79 Boiler 1:Other(Except Gas-Fired Steam)95 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 2006 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck inspection=Checklist: Name Title Signature Date Project Title:,Festina Residence Report date: 09/18/09 Data filename: C:\Program Files\Check\REScheck\Delaney-'90 Hyannis Ave.rck Page 1 of 3 REScheck Software Yersioh 4.2.0 Inspection Checklist- Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss, R-38.0 cavityeinsulation Comments: " Above-Grade,Walls` ❑ Wall 1_:Wood Frame, 16"o:c.,R 19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors;describe features: #Panes Frame Type' Thermal Break? Yes No" Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor°and SHGC requirements: Doors: ❑ Door 1:Solid,U-factor.0.180. ' Comments:. ❑ Door 2:Glass,U-factor.0.280. M Comments: r f Floors: G ❑ Floor 1:All-Wood Joi st/Truss:Over Unconditioned Space',R-19.0 cavity insulation:. Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑'Boiler 1:Other(Except Gas-Fired Steam):95 AFUE or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations,and all other such openings in building envelope that are sources of air leakage are sealed:: ,Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against,leaks to.the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible'materials and'a 3 clearance from insulation. Sunrooms: ❑ Sunrooms that are.thermally isolated from the building envelope have a maximum.fenestration U-factor of 0.50 and the maximum. skylight U-factor of 0.75.New windows and,doors separating,the sunroomfirom conditioned space meet the building thermal,envelope requirements. - Vapor Retarder:. 0 Vapor retarder is-installed on the warm-in-winter side of all non-vented framed ceilings;walls,and floors;or it has been`determined that moisture or its freezing will.not`damage'the materials;orother approved means to avoid condensation are provided: Comments." `Materials Identification:, C�J( ❑ 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. Project Title: Festina Residence Report date: 09/18/09 Data filename:C:\Program Files\Check\REScheck\Delaney-90 Hyannis Ave.rck Page 2 of 3 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 achievbs the rated R-value without compressing the insulation. Duct Insulation: s Ducts in unconditioned spaces,or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air Handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened: All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. ❑ Automatic.or gravity dampers are installed on all outdoor air intakes and exhausts: ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: 0 Thermostats exist for each separate HVAC system.A manual-orautomatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International.Mechanical Code. Circulating Hot Water Systems: Circulating hot water.pipes are insulated to R-2: 0 Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not • . in use. Heating and Cooling`Piping Insulation: HVAC piping conveying fluids above 105 degrees or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant.insulation R-values;window U-factors;.type and'efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project.Title: Festina Residence Report date: 09/18/09 Data filename:C:\Program Files\Check\REScheck\Delaney-90 Hyannis Ave.rck Page 3 of 3 2006 IE-CC. Energy Efficiency Certificate x: - ln�ulation Rating Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Si Door RatingSHGC Window 0.28: 0.43 Door 0.28 0.43 .. Other Non-Gas-Fired Boiler 95 AFUE Water Heater: Name: Date: Comments: . I i All Cape Insulation & Su l Incpp Y 120A Great Western Rd Post Office Box 1556 S.Dennis,MA.02660 S.Dennis,MA 02660 Building Thermal Envelope-Insulation Report Per Massachusetts Building Code,102.1.1 Property Address: 80 Hyannis Ave, Hyannisport= Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Johns Manville 12" 2990 R-38 - Ceilings Fiberglass Batts - Johns Manville 6 2605 : R-19 Ext. Walls Fiberglass Batts . Johns Manville 9". 370 R=30 Slopes Fiberglass Batts Johns Manville Y 2190 R-13 Int. Walls Fiberglass Batts Johns Manville ._ Fiberglass Batts Johns Manville Fiberglass Batts Johns Manville Fiberglass Batts Johns Manville Fiberglass Batts Johns Manville Fiberglass Batts Johns Manville Fiberglass Blown Johns Manville Fiberglass Blown Johns Manville Closed Cell Foam Demilec 6": .780 R-39.6 1 st Flr Jog Ceiling Closed Cell Foam Demilec 1". .100 R-6.6 Jog Ceiling Plates Closed Cell Foam Demilec Closed Cell Foam Demilec - Closed Cell Foam Demilec Certified: Thomas E. Frederick, President MA Construction.Supervisor License #101874 MA Home Improvement Contractor Registration#162656 Tr# 282518 Office: (508)-394-5700 (800) 626-9276 Fax: (508) 394-2220 r A r - od g0L4 0 aR Bk 13955 P954 043542 t s 06-20—EOOI 0 10s47a QUITCLAIM DEED Linda J.Plunkett of Wayland,Middlesex County,Massachusetts, individually,for consideration paid of One($1.00)Dollar and in full consideration in accordance with the Judgment of Divorce Nisi dated nune pro tune to August 12, 1999 in Middlesex Probate and Family Court, Docket No. 96D-4097-DV1,hereby convey,with quitclaim covenants, all of her right,title and interest in the property,known as Parcel R287 123,Hyannis Avenue,Hyannisport,Massachusetts, described below to Lente Festin.,LLC,a Massachusetts limited liability company, of Watertown, Middlesex County, Massachusetts, NORTHWESTERLY by Hyannis Avenue,as shown on the plan hereinafter mentioned, 100.01 feet; w o NORTHEASTERLY by Lot 2, as shown OD said plan, 133.73 feet; a SOUTHEASTERLY by land now or formerly of Dr. H.William Bencker,as shown on said plan, 105.91 feet; and ; a� SOUTHWESTERLY by land now or formerly of Virginia Campbell,as shown on said plan, 166.27 feet. Being shown as LOT 1 on plan entitled: "Plan of lots in Hyannisport(Barnstable), Mass., for Dr.H. William Bencker," dated October 1965,drawn by David B. Groen, Surveyor,which plan is recorded with Barnstable County Registry of Deeds in Plan Book 198,Page 23. 0 0o There is also conveyed as appurtenant to said lot an easement of way for all purposes for which ways are commonly used to pass and repass to and from the above premises,in,over and upon Newton Avenue from and to the beach at the end of Newton Avenue,and in,over and upon Maywood Avenue from and to said Hyannis Avenue, which casement of way includes the right to lay pipes in and maintain pole lines upon said Newton and Maywood Avenues. There is also conveyed as appurtenant to said lot an easement of way described in deed from Wendell F.Jacques et ux to the prior grantors, George R.Luddy and Catherine A.Luddy,recorded with said Deed in Book 1318,Page 1193,to which deed reference is made for their and the grantor's title. Being the same premises described and conveyed to the grantor by George R. Luddy and Catherine A.Luddy,husband and wife,both of Whitman,Plymouth County, Massachusetts,by deed dated October 19, 1973,and recorded with Barnstable County Registry of Deeds in Book 1953,Page 306. • L l _............ - J, Bk 13955 Pg;55 043542 Witness my hand and seal this R1 day of ,.X". I.Ada J.Plu4kett COMMONWEALTH OF MASSACHUSETTS 2001 Before me personally appeared Linda J. Plunkett and acknowledged execution of the foregoing to be her free act and deed. N c mmis expires:, y/ %0 Z4Q) �NStABIE REGISTRY OF Mop J. DOUGLAS MURPHY COUNSELOR AT LAW 243 South Street Lock Drawer M Hyannis,Massachusetts 02601-1412 Telephone:508-775-3116 Facsimile:508-775-3720 • Email:jd.murphy@verizon.net Please reply our File No.14279 February 23, 2005 Thomas Perry Building Commissioner TOWN OF BARNSTABLE 200 Main Street Hyannis, MA 02601 Re: Assessor's Map 287, Parcel 123 (80 Hyannis Avenue, Hyannisport) Dear Mr. Perry: As you may or may not be aware from proceedings before the Zoning Board of Appeals,the above-referenced lot, located at 80 Hyannis Avenue, Hyannisport, has for many months been the subject of a pending Petition for a Variance to construct a single-family dwelling on an undersized lot. I represent William J.Reik,III,a Co-Trustee of the William J.Reik Jr.Residence Trust u/d/t dated October 28, 2002, and recorded in the Barnstable County Registry of Deeds in Book 16734, Page 88 (the"Trust")which is the owner of the land described on Assessor's Map 287, Parcel 141 (located at #90 Hyannis Avenue) which immediately abuts the lot referred to in the preceding paragraph. After considerable research and evaluation of the history of record title to 80 Hyannis Avenue and other abutting properties including that at 70 Hyannis Avenue,to the south of locus,I am of the opinion that 80 Hyannis Avenue constitutes a nonconforming lot which fails to meet both the lot minimum size requirements as well as the lot width requirements under the Barnstable Zoning Ordinance. I am of the further opinion that, proceedings before the Zoning Board of Appeals amply demonstrate that the Board should not and would be unjustified if it did grant a Variance or other zoning relief with respect to the subject lot.This view is,as evidenced by their continuing opposition before the Board, a view which is shared by the southerly abutter at #70 Hyannis Avenue, the Doherty family. Together, the northerly and southerly abutters of#80 have been steadfast in their opposition to the request for zoning relief. While I do not represent and cannot speak for the southerly abutter, I have been requested by my client, the owner of#90 Hyannis Avenue, to ask that you provide notice to me on behalf of my client in the event any application is filed with your Department requesting authority to construct e Thomas Perry Building Commissioner February 23, 2005 Page 2 improvements on#80 Hyannis Avenue,without the benefit of a grant of relief by the Zoning Board of Appeals. While I recognize it is not your obligation, nor possible as a practical matter, to inform the general public as to the day-to-day occurrences in your office I did feel it appropriate to signal the abutters'continued and steadfast opposition to any development at#80 Hyannis Avenue and request that you alert us to anypermit applications Bled for this lot. Such notice would be of general benefit, if for no reason other than to provide a prompt and timely opportunity to join the issues should the owner of#80 attempt to apply for a building permit. I thank you for your considerate attention. Sincerely, J. Douglas Murphy JDM/sla c: William J. Reik, III Stuart Rapp, Esq. Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com January 21, 2003 #104498-1 Gregory Plunkett, Manager Lente Festina, LLC P.O. Box 79226 .Waverly, MA 02479 Re: Lot 123, Barnstable Assessors' Map 287 Hyannisport MA (the "Property") Dear Mr. Plunkett: We have reviewed the title to the Property shown on Town of Barnstable Assessors' Map 287, as Lot 123 (hereinafter "Lot 123") as well as reviewed the status of the Property under applicable local and state land use regulations. Based upon our review of the title at the time Lot 123 became non-conforming, as well as our analysis of Section 4-4.1 of the Town of Barnstable Zoning Ordinances, (hereinafter the "Ordinances"), it is our opinion that Lot 123 is properly grandfathered as a legally pre-existing, non-conforming lot and, as such, is buildable. The Property Lot 123 is located in the Village of Hyannisport with frontage on Hyannis Avenue in the RF-1 Zoning District. Lot 123 is non-conforming as to the current minimum lot area under Section 3-3.1 of the Zoning Ordinances and minimum lot width regulations. Lot 123 contains approximately 15,040 square feet and is approximately 100 feet in width, whereas Section 3-1.3 of the Ordinances currently mandates a minimum lot area of one acre and a minimum lot width of 125 feet. Lot 123 is currently a vacant lot. Title Review Based upon our review of title, the history of Lot 123 is as follows: In October of 1973, George R. Luddy and Catherine A. Luddy conveyed Lot 123 to Linda J. Plunkett individually, such deed is recorded with the Barnstable County Registry of Deeds (hereinafter the "Registry") in Book 1953, Page 306. On March 21, 2001, Linda J. Plunkett conveyed Lot 123 to Lente Festina, LLC, which deed is recorded at the Registry in Book 13955, Page 54. Lente Festina, LLC is the current title holder of the lot. Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com Gregory Plunkett, Manager January 21, 2003 Page 2 In addition, I have reviewed the title to the adjoining property to the south of Lot 123, which is shown on Town of Barnstable Assessors' Map 287, Lot 124 (hereinafter "Lot 124"). The title reveals that in 1977, you, individually, conveyed Lot 124 to yourself as Trustee of the HP Realty Trust which deed is recorded with the Registry in Book 2464, Page 39. Approximately twelve years later on March 3, 1989, Lot 124 was conveyed to Linda J. Plunkett, individually, which deed is recorded in Book 6657, Page 138. As such, from March 3, 1989 until June 4, 1992, when Lot 124 was foreclosed upon, both Lot 123 and Lot 124 were held in common ownership by Linda J. Plunkett, individually. It appears that Lot 123 conformed fully to the zoning requirements in 1973 when you purchased the lot. In addition, Lot 123 contained the minimum amount of frontage and acreage required under Section 4-4.2(1) of the Ordinances. Grandfathering Protections The grandfathering protection for residential lots is contained within the fourth paragraph of Massachusetts General Laws, Chapter 40A, Section 6, which states "any increase in area, frontage, width, yard or depth requirements of a zoning ordinance or bylaw shall not apply to a lot for single and two family residential use which at the time of recording or endorsement, whichever occurs sooner, was not held in common ownership with any adjoining land, conform to then existing requirements and had less than the proposed requirements but at least 5,000 square feet of area and 50 feet of frontage." In addition, Section 4-4.2(1.) of the Ordinances states "any increase in area, frontage, width . . . shall not apply to a lot for single or two family residential use which at the time of recording or endorsement: (A) was not held in common ownership with any adjoining land; (B) had a minimum of 5,000 square feet of area and 50 feet of frontage . . .; (C) conform to existing zoning if any; and (D) or separately owned at the time of every zoning change which made it non-conforming." Additionally, Section 4-4.2(5) of the Ordinances provides that "except as otherwise provided herein, lawfully non-conforming lots that are adjoining and held in common ownership . . . shall be treated so as to conform so far as possible with the minimum area requirements . . ." As such, the Ordinances contain merger language for commonly held Gregory Plunkett, Manager January 21, 2003 Page 3 properties, while also providing a grandfathering protection for residential lots held separately at the time of every zoning change rendering the lot non-conforming. Therefore, in determining whether Lots 123 and 124 have merged, it is imperative to analyze the titles of the properties in the context of the zoning changes. Application of Section 4-4.2(1) (A) Timing of Zoning Change Subsection A of the Ordinances is similar to the language found in MGL c. 40A, Section 6, which was interpreted by the Supreme Judicial Court in Adamowicz v. Town of Ipswich, 395 Mass. 757, 762-763 (1985), where the court noted that "a lot does meet the statutory requirements if the most recent instrument of record [a plan or deed] prior to the restrictive zoning change reveals the lot was separately owned, even though a previously recorded subdivision plan may reveal the lot was at one time part of land held in common ownership." This clarification makes more sense than the literal reading of the Ordinances as title to a parcel about to be subdivided is virtually always in a single owner, and as such, the protection would be of little utility. Thus, the first inquiry is whether Lot 123 was held in common ownership at the time of the zoning change rendering the lot non-conforming. Based upon our review of Barnstable Zoning, and as shown on Exhibit A herein, in the November, 1978 Town Meeting, the zoning district within which Lot 123 was located changed from an RC District to an RF-1 District. As shown on the zoning map attached hereto as Exhibit B, Lot 123 and Lot 124 were included in the land that was rezoned. At the time of the zoning amendment, the minimum lot size within the RC Zoning District was 15,000 square feet and the minimum lot width within the RC Zoning District was 100 feet (see Exhibit C attached hereto). After the adoption of Article 6 in November of 1978, Lot 123 became non-conforming as to minimum lot size and minimum lot width (see Exhibit C). Thus, prior to the redistricting, Lot 123, which contained 15,246 square feet, and Lot 124, which contained 24,829 square feet, both conformed to applicable zoning. More significantly, in November, 1978, the date when Lot 123 and Lot 124 became non-conforming, Lot 123 and Lot 124 were held in separate ownership (Lot 123 was owned by Linda J. Plunkett, and Lot 124 was owned by Gregory P. Plunkett as Trustee of HP Realty Trust). Thus, subsection (A) of 4-4.2(1) is satisfied. (B) Minimum Requirements Lot 123 and Lot 124 contain the minimum dimensional requirements as stated in Gregory Plunkett, Manager January 21, 2003 Page 4 - Section 4-4.2(1)(2). (C) Conformance to Zoning Based upon my review of the 1977 Barnstable Zoning Bylaws, both Lot 123 and Lot 124 conformed to the minimum dimensional requirements at that time. As such, both lots conformed with the zoning requirements at the time of their creation. (D) Separately Owned at Every Zoning Change Subsection (D) of Section 4-4..2(1) is unique to the Town of Barnstable - Massachusetts General Laws, Chapter 40A, Section 6, does not contain similar language. Subsection (D) focuses ownership at the time of the zoning change, and provided that a lot was separately owned at the time of each zoning change rendering it non-conforming, then this subsection would suggest that a lot is protected. Thus, it is our opinion that even if separate lots came into common ownership after a zoning amendment, they would remain buildable so long as they had been separately owned at the time of the zoning change rendering the lots non- conforming. If the Town had intended Lot 123 and Lot 124 to be merged, it would have drafted this subsection to require that lots be "separately owned subsequent to every zoning change. . ." Instead, by focusing on the status of the lot at the time of the zoning change, this subsection seems to extend protection to commonly held lots which were separately owned at the time of every zoning change rendering the lots non-conforming. Moreover, if this were not the appropriate analysis, then Subsections (A) and (D) would be redundant. Conclusion In accordance with Section 4-4.1, the intent of the non-conformities section of the Barnstable Zoning Ordinance is to "protect property rights of owners of pre-existing, legally created, non-conforming lots . . ." It is our opinion, that since Lot 123 and Lot 124 were held in separate ownership at the time that they became non-conforming in 1978, that Lot 123 is a buildable lot. In addition, it is my understanding that as manager of the Lente Festina, LLC, you have been paying taxes to the Town of Barnstable for Lot 123 as if it were a buildable lot, and that throughout your ownership of Lot 123, you have had every intention of building a dwelling in compliance with current set back regulations on the lot. Gregory Plunkett, Manager January 21, 2003 Page 5 Please do not hesitate to contact me should you have any questions or comments. S' ely yours, atrick M. Butler PMB:cam 1184216.1 `1 A T�&CO PY ATTEST Town Clprk - � E BARNSTABLE 771 Town of Barnstab Zoning Board of Appeals r "; Decision and Notice Appeal 2004-086 —Festina Variance - Section 3-1.3(5), Bulk Regulations, Minimum Lot Area & Minimum Lot Width To allow for the construction of a single-family dwelling on an undersized nonconforming lot Summary: Granted with Conditions _ Petitioner: Lente Festina;LLC f Property Address: 80 Hyannis Avenue,Hyannis,MA Assessor's Map/Parcel: Map 287,Parcel 123 Zoning: Residence F-1 Zoning District Relief Requested &Background: Appeal No. 2004-86 is requesting variance relief from Section 3-1.3(5),bulk regulations, minimum lot size and minimum lot width, to allow for the construction of a single family dwelling on an undersized and non- conforming lot. The property which is the subject of this application is a vacant lot shown on Town of Barnstable Assessor's Map 287 as Parcel 123,commonly addressed 80 Hyannis Avenue,Hyannisport,MA. The property is located within the Residential F-1 (RF-1)Zoning District. The property consists of approximately 0.35 acres of land and has approximately 99.49 feet of frontage on Hyannis'Avenue. The property.does not conform to the current bulk requirements of the Town of Barnstable Zoning Ordinances, which require a minimum lot size of one(1) acre in the RF-1 Zoning District and a minimum lot width of 125 feet. The subject property became nonconforming in November.of 1978 when the area was re-zoned from an RC to an RF-1 district, approved at Town Meeting via Article 6. At the time of the zoning change, the minimum lot size in the RC district was 15,000 square feet and the minimum lot width in the RC district was 100 feet. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on March 24, 2004. An Extension of the Time Limits for holding the public hearing and for the filing'of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 23,2004, and continued to September 01, 2004, October 27, 2004,December 08, 2004, January 19,2005,April 13, 2005, and to June 8,2005, at which time the Board found to grant the, variance. Board Members deciding this appeal were Ralph Copeland, Sheila Geiler, Jeremy Gilmore;Gail Nightingale, and Acting Chairman;Ron S. Jansson. Attorney Patrick M.Butler represented the applicant. Mr.Butler noted that the subject properly is a vacant lot located at 80 Hyannis Avenue. He presented the title chronology to.the subject property,and to the neighboring adjacent property 70 Hyannis Avenue. Mr. Butler noted that the area was rezoned in 1978 from RC to RF-1 increasing the minimum lot area to one acre and minimum lot width to 125 feet. Mr. Butler stated that the subject lot may have mistakenly merged under zoning with 70 Hyannis Avenue (Assessor's Lot 124). He stated that in October of 1973, 80 Hyannis Avenue was owned by Linda Plunkett, the ex-wife of Gregory Plunkett,Manager of Lente Festina,LLC. The property was purposefully held in the name of Linda Plunkett in order to ensure that it would remain a separate buildable lot,because at the same time, the adjoining Lot 124(70 Hyannis:Avenue) was owned by Gregory.Plunkett, individually:'The 80 Hyannis Avenue property was purchased with the intention of utilizing it in the future as a site to build a home to be occupied by Mr. and Mrs. Plunkett or their children. In March of.2001, as a result of a divorce settlement,Linda Plunkett conveyed the 80 Hyannis Avenue property to Lente Festina,LLC, the current owner of the Property. Title to adjoining Lot 124 (70 Hyannis Avenue) confirms that in 1977 Gregory Plunkett, individually,conveyed Lot 124, which was developed with a single-family dwelling,to the HP Realty Trust. Mr. Butler,stated that in March of 1989,the HP Realty Trust mistakenly conveyed Lot 124 to Linda Plunkett, individually. When,Mr. and Mrs. Plunkett had intended to convey Lot 124 to Linda Plunkett as.trustee. Three years later the developed Lot 124 was conveyed via a foreclosure to John G.Doherty and Dawn Doherty. From March 1989 until June 1992,both the subject property(Lot 123) and Lot 124 were apparently and unintentionally held in common ownership by Linda Plunkett. Mr. Butler stated that it was always the intention of Mr. Plunkett to hold the property, 80 Hyannis Avenue,as a separate buildable lot to be used as a place to construct his retirement home or for his children use: Mr. Butler stated the property is being taxed as a buildable lot. He cited that the topography of the property slopes down from Hyannis Avenue to the center of the lot and then rises back toward the easterly property line. In fact, the street is approximately eight feet(8')_higher than the middle portion of the subject Property. He further claimed that when compared to the rest of the neighborhood, the subject property is unique in shape and specifically configured to be utilized for the purposes of construction a'single-family dwelling. And the dwelling could be constructed in conformance with the current setback requirements of the Ordinances. Mr. Butler stated that the inability to use the lot for a single=family,retirement home represents a unique and substantial hardship to the applicant,particularly in light of the history. He also noted,Mr:Plunkett has been an active member of the community since 1949,having raised his four children in Barnstable and now desires to retire and live near his family. Mr. Butler explained the granting.of the requested relief would not result in substantial detriment to the neighborhood nor will it substantially derogate from the Ordinances, as the proposed dwelling represents a modest four-bedroom single-family home measuring approximately 40'x 60'. Public comment was requested and William J.Reik, the abutter at 90 Hyannis Avenue; spoke in opposition` by.his attorney, J.Douglas Murphy, who stated that variance conditions had not been established and there is nothing unique about the lot. Attorney Stuart W.Rapp,representing John and Dawn Doherty, abutters at ' 70 Hyannis Avenue, spoke in opposition and submitted a memorandum to the Board 2 Julianne Pemberton, stated her father-in-law,Mr.Plunkett, would suffer financial hardship as this is the only asset for him to build a home. Liz Mumford of 143-Irving Avenue,Peter O'Keefe, a family neighbor and friend, and a John Grant all spoke in support. Ken Plunkett,the applicant's son, spoke of the intention of his, father to build on the lot and spoke of circumstances of the trust and land transfers. Chairman Jansson noted that a number of letters had been submitted to the file in support and in opposition of the grant to the variance. He noted that letters in support were received from; John W.Filoon,Jr., 94 Edgehill Road, Peter O'Keeffe, 636 Scudder Avenue, David H. Nunes, 39 Wachusett Avenue,Robert and Patricia Trevisani, 55 Irving Ave,Frank&Anne Fitzpatrick, 60 Ocean Ave., Jerome M. &Virginia R. Leonard,,51.Hyannis Avenue, Richard Gallagher, 39 Massachusetts Avenue, Connie &Joe Shay, 76 Washington Avenue, Gregory Kent Plunkett, 26,Grayton Avenue, Charlie&.Juli Sample, 50 Quail Lane, a person identified as N. B. Hall,Richard M. O'Keeffe, Jr. and C. Elizabeth O'Keeffe, 175 Marston Avenue, Mr. &Mrs. William Gulliver, 51 Edge Hill Road,Edward M. Gallagher, 621 Scudder.Avenue, Maureen Maffei as Trustee, 28 Ocean Avenue,David Nauss, 68.Dale Avenue,Mr. and Mrs:Hugh G. O'Neill, 20 Quail Lane, Barry W. Plunkett,Ellen M. Plunkett and.James P. Plunkett, 100 Washington Avenue,Willis& Angela Byz, 8 Newton Avenue,Paul M. Hughes and Maureen.Hughes, 18 Longwood Avenue, and Margaret and Henry Erbe, 33 Park Place: Letters in opposition were received from; John F.Donahoe, 35 Ocean Avenue,Ron Peters, 14 Wachusetts Avenue,David J and Elizabeth B. Roache, 54 Hyannis Avenue, John K.and Patricia J.Figge, 19 Ocean Avenue,William J.Reik-III, 90 Hyannis Avenue,,William Reik Jr., as Trustee, 90 Hyannis Road,Kathy and Austin Graff, 25 Maywood Avenue, and William W. Tuttle and Christine Tuttle, 185 Marston Avenue. At the conclusion of the June 8, 2005 hearing,Mr. Butler reviewed the history of ownership noting that . mortgages were also held on the properties. Mr.Butler suggested that an argument could be made by the fact that mortgages were being held that in effect would have protected the lots and separately owned and not in common ownership.. Mr. Butler stated that the Board could make findings to this fact and no variance would be necessary. In public response,Attorney J.Douglas Murphy commented that if this argument for protection under zoning is recognized for the earlier 1977 mortgages, then the same argument must be accepted that the lots merged in 1982 when both lots were encumbered by a single mortgage of$70,000, which mortgage was issued to both Mr. and Mrs. Plunkett. Mr. Murphy concluded that this rationale would have also caused the lots to merge under zoning: :. Findings of Fact: At the hearing of June-8, 2005,the Board unanimously made the following findings of fact: 1. The subject locus in Appeal 2004-86 is.lot number 123 as shown on Town of Barnstable,Assessor's Map 287. The subject locus is addressed 80 Hyannis Avenue, Hyannisport,Mass. . The neighboring .lot is identified as Assessor's lot number 124-and is addressed as 70'Hyannis Avenue, Hyannisport, Mass. The applicant in the appeal is Lente Festina,LLC seeking a variance to Section 3-1:3 (5), . Bulk Regulations,minimum lot size and minimum lot width to allow for the construction of a single-family dwelling on an undersized nonconforming lot. 3 2. The subject locus (Lot 123)is located within the Residential F-1 (RF-1)Zoning District, and consists of approximately 0.35 acres of land and has approximately 99.49 feet of frontage on Hyannis Avenue. The district regulations now require a minimum lot area of 1 acre and a minimum lot width.of 125 feet. Neither the subject locus nor the neighboring Lot 124 conforms to the district's minimum lot area or minimum lot width. 3. 1 The Board finds that a merger between the two undersized lots occurred at the very latest in 1989 and probably sooner in 1977. But either way, as a result of the merger the two lots for zoning purposes must be considered as having been in common ownership and considered one in order to minimize zoning non compliance after the 1978 change from Residence C to Residence F-1. Prior to 1978 each lot appears to have been a lawful conforming lot. 4. With respect to conditions necessary to grant a variance as required by MGL Chapter 40A Section 10 we find that constructing the proposed house would not be detrimental to the neighborhood and . would not be in derogation of the zoning ordinance but we are unable to find conditions that qualify the lot for a variance. The lot is substantially flat and rectangular in shape and no different than other lots in the area. It is further of a size that is not substantially dissimilar from other lots in the area and appears to be appropriate for development with respect to constructing a residential home on it. 5. It appears to us that the present lot is nonconforming by reason of the doctrine of infectious invalidity. That is if the common owners by alienating title to Lot 124 left the locus as nonconforming it would be an unlawful nonconforming lot and would not be a lawful nonconforming lot and ostensibly needs,a variance to make it buildable which is what is being applied for. 6. Although there is apparently no applicable case law,we think the doctrine of infectious invalidity should be confined to cases where there has been a voluntary alienation of the title of the adjoining lot by the common owner. In-the instant case, it appears-and we find there was an involuntary alienation of title to the adjoining locus via an arms length foreclosure by a mortgagee. 7. Accordingly,we turn to the question of what is the consequence of an involuntary alienation of the adjoining lot on the locus and more particularly whether the locus should be considered a lawful nonconforming lot. We think that in substance, the merger should be ignored because there was no voluntary alienation of the subject locus,Lot 124. Given that, it follows and we so find,that since the locus conformed with*zomni g up to the 1978 change regarding dimensional requirements and there were no other intervening changes;that the lot should be considered grandfathered as having been in compliance with the zoning laws as they existed at the time of the 1978 change and.thus should be considered a lawful nonconforming lot. -Although not necessarily material, we note that the.locus contains substantially more than 5000 sq. ft. and has more than 50 feet of frontage. 8.- Therefore, in accordance with the rationale for issuing a variance as set forth in Lapenas v.Zoning Board of Appeals of Brockton,352 Mass. 530, 226 N.E.2d 361(1967) we think it appropriate to issue a variance to the applicant'so that it can establish as of record that the lot is a lawful non- conforming lot. 9. In view of the foregoing, we do not reach the issue to whether the Zoning Ordinance is unconstitutionally confiscatory as applied to the locus. 4 Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance to permit an undersize lot of approximately 0.35-acres with approximately 99.49 feet of frontage, addressed as 80 Hyannis Avenue,Hyannisport, MA., and as shown on Assessor's Map 287 as parcel 123 to be considered a separate developable lot under zoning subject to the following conditions: 1. Development of the lot shall be as proposed in plans presented to.the Board, The site plan of which is entitled"80 Hyannis Avenue, Hyannis Port, Massachusetts prepared for Gregory Plunkett"drawn by Baxter,Nye and Holmgren Inc., dated 10/19/2001, last revised 12/01/04. The architectural plans are entitled"Residence for Lente Festina LLC/Mr. Gregory P. Plunkett 80 Hyannis Avenue, Hyannisport, Massachusetts"dated 8 b of December 2004, as drawn by Peter G.Brown,Architect. The plans of which.are generally termed the."amended plan" and are initialed by the Board Chairman. 2. Development on the lot shall conform in all respects with all setback requirements of the present Zoning Ordinance. 3. The maximum number of bedrooms as counted by the Board of Health, and as counted by the. Building Division shall not exceed three and shall comply with Board of Health Title 5 requirements without variance. 4. During construction of the dwelling, all vehicles, equipment and materials associated with the. construction shall 6e required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials or items be permitted in the right-of-way of Hyannis Avenue.or within 10 feet of the neighboring property except as may be needed for landscaping purposes or for utilities and then only on a temporary basis. 5. All mechanical equipment associated with the dwelling(air conditioners, electric generators,etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 1 n The vote was as follows: AYE: Ralph Copeland, Sheila Geiler, Jeremy Gilmore, Gail Nightingale, and Ron S.Jausson NAY: None • 5 Ordered: Variance 2004-86 is granted with conditions. This decision must be recorded at the.Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. . Ron S. Lssz),Acting Chairman Date Signed da Hutchenrider, Clerk of the Town of Barnstable,Barnstable County, Massachusetts,hereby ce ' that twe 0) days have elapsed since the•Zoning Board of Appeals filed this decision an no appeal of the decision en filed in the office of the Town Clerk. Signed and sealed this day of under-the pains and pena 'ies of p -Y M Linda Hutchenr'der,Town Cle it a I, Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts;hereby certify that a Complaint was filed within 20 days, Land Court Misc. #311024(KCL). Judgment was entered dismissing the Complaint for Lack of Standing. Judgment was affirmed,.Appeals Court#07-P-• 1988. Signed and sealed this 8`h day of April,2009, under the pains and penalties of perjury, Linda Hutchenrider,Town Clerk 6 Parcels Within 300' of Map 287 Parcel 123 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 5/23/2004 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 287109 ONEILL,HUGH G& ONEILL,KATHARINE F PO BOX 397 HYANNISPORT MA 12647 287109001 �ONEILL,J BRIAN TR QUAIL EDGE REALTY TRUST 700 S KING OF PRUSSIA �PA 119406 HENDERSON RD#202 287110 ]B�ONERICKT 114 CLARKE NEEDHAM �MA �02492 Cgt 287111 F7ELER,NANCY WEBBER ETALS �%WEBBFR,BETSY 17 BOSTON IMA 02115 JUSA GLOUCESTER ST 287112 PARSONS,70HN C& %TUTEN,JOHN C&MARGARET E 128 ASHWOOD VILLANOVA PA [19095 USA RD 287119 LEONARD,JEROME M&VIRGINIA P O BOX 214 DOVER MA 02030 USA R TRS 287121 STEPANEK,PETER B&LISSA L C/O HAMPSHIRE PAPER CORD 124 POWERS ST IMILFORD �NH 03031 USA 287122001 FIGGE,JO K&PATRICIA J 13900 WASHINGTON DC �20007 USA HIGHWOOD CT, NW 287122002 DONAHOE,JOHN F&PATRICIA F— P 0 BOX 821 HYANNISPORT MA 02647 USA 287123 FESTINA;LENTE LLC 7— P 0 BOX 79226 �WAVERLY MA 102479 JUSA 287124 DOHERTY,JOHN G JR&DAWN R P O BOX 566 HYANNIS MA. �02601 JUSA 287125 IROACHE,DAVID J&ELIZABETH B ROACHE NOMINEE TRUST PO BOX 565 HYANNISPORT MA �02647 TRS 287126 ]POLAK,JOSEPH&JO-ANNE P 0 BOX 363 HYANNISPORT rA �02647 USA 287127 BYE;WILLIS E&ANGELA H TRS %BYE,WILLIS E 7 ANGELA H. 8 NEWTON AVE �HYANNISPORT �MA 102647 JUSA �•: 287129 KENNEDY,MATTHEW M T& 4 MAYWOOD HYANNISPORT MA 102647 JUSA VICTORIA S AVE(33) 287141 REIK,WILLIAM J JR C/O REIK;WILLIAM J 111. 42 CLAPBOARD. NEW CANAAN �CT �06840 USA HILL RD Monday,May 24,2004 Page 1 of 2 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country MARY HYANNISPORT MA0288116 FARLEY,MARSHALL& 2647 USA ANNE 288117 TUTTLE,WILLIAM W&CHRISTINE 185 MARSTON -F- HYANNISPORT "647. USA G AVE 288181001 LEEK,STEPHEN B&BARBARA PO BOX 155 HYANNISPORT IMA 102647 JUSA 288181003 LEEK,BARBARA C TR EASTWARD LAND TRUST 5200 N WEST PALM BEACH JFL 133047 FLAGLER DR- #202 288182001 MAFFEI,MARUEEN TR THE 28 OCEAN AVE NOMINEE 7 BYRON RD NATICK MA )i 760 TRUST 288182002 FITZPATRIC KROBERT . 23 BOSTON. MA 102116 USA COMMONWEAL TH AVE - I Monday,May 24,2004 Page 2 of 2 TOWN OfaA INSTaB� of tna �aoAR>� APPEALS NOTICE i) !-It tIE�41�N1�_11�1lDlrfi'f�ili�ZOT��NG ' ,ORDINANCE JUNK`�3,2 To all persons ir6e sfed rntoraffected•bjiltheNmng goarrl°oTAppeals under Section of Chapter 40Y�of t}je•Generat Laws of'ltre Co bnwealth of Tvtassach setts, and all amendments thereto you arQ tieraby notified chat Appeal 200 24-082 `-r 511 h I I L ir' c tt 6. u FlobertfvlP`Siie� ` a ppf�e2ifc?r'Seal'}�ermhtjingsUnd71v1 ` hA�Sr6 _ firths`demo�fioribfan'exis$ihdclvai=tlrngofianpnconformrngloCalid of iurtc�an w n and..garage....The..pnoperty-�ii.;.Jocated•,as s}iown on.Ssespogt. pp tag,wParc addressed as 110 Crystal:Lake Road,Osterville NIA in a Residence F 1 Zoning District. � °emse� im i a pecra c►rre+aTtln QQ 083F.4 acodana a r7: 5 prN �.: Section 4-4.3(2)fhfon onto � uild�r�g�S�rStructurp Used hasStn le and Two-Family Residences and fnpr gs unde�g'Xd C4te7 I� Section G�For e demolition and reconstruction off srhg'1e t1amrly`dyvelligg•onka n cq�fo`rrFrpn loti. The Property is shown on.Assessor's Map 337,Parcel01 eddre6se3 as 04 B'orte Hili Road,Barnstable,MA in a Residence F 1 Zoning District 7:30 0-M: Couture Appeal2004-084 Edmond A. Couture has.applied for a Special Permit.in accordance with;Section 44.3, Nonconforming Buildings or Structures and findings under MGLCh'4�A Section 6`f6r the demolition and reconstruction of a single family dwelling on a noncorforrTiing fot. The property is shown on Assessor's Map 287,Parcel 015 addressed as 554 Scudder Avenue,. Hyannis,MA in a Residence F-1 Zoning District. c . ... Boa/Torrg ,, .: Appeal 200.?t-085 .. Lede$ao and Dran Tang Trustee§have applied for a S ecial Permi rrf accordance with ; Section 4 4.5tt)Nonconforming Uses Ezptansronnf aP e'exr'strntg Nonconforming Use to re-establisfi"Waco@ssoryjresidehce{buiicJmg Th'e property rs shown on'Asse`sso"r's Map 2.t6, Parcel'#)3$ addressed as i 9$9 Marn t/Rout>3 tiA Jest Bamstable MA in a.4 r r, 4,n• wCPB:;. �,X'1'�y �r.• erne 1ix.rTab.wi'b r` .ifAy'Ftc�-x4 rV:',i .1.e, k.: Y:�" Res{Bence F z�$Tiing `is1 nc`t. 9:30 f�Nh`'�' " ' festn r t PPea1204 086 LAi=Fesfina ti6-1 6iappGec34'fiora`ianance Fo Sectrbii 3 1 3(53 $ulk,Flegulahons , mimfiuifiinlos e'ait�'lmm�"iifm�b�"wri3'tli fo alit3r9'tor'friebonsft�ttib�of a'*sfngltfamity.°" dwelling on an undersized noneonformiRg io`t 7fie rope rs sridWn on Assessor s'Map 287,'R6f6bTI-23 addres'sbd as�$b HpHfifs A3ehciis l fyannis;l�lA mr `Residence f l praing Distrct:. ,• , r, 8:45 P.M.' Chris'Co Appeal 2004 Q87 ChrisCo LLP has applied to the Zoning Board of Appealsor Apia Perm i�ri act ffdance wi o1Two ? Faitilly Dwelling topermiYthe'redeveloprentand slteierations'oFth wstiig gas and servicestatrdh fheapplrcanYintettds4orembvefTi� servrceba ;'ia'nTec7eWoPthestCe including the fuelpumps and canopy,rernadel a isbng Striicture t4 enla�pe„� W ?alesl cortivenlence'slore fric1udrng oof#ee and'doughniit sales vit a drSverg prop vvinCow The applicant also requested"any dther$Pecial Permit (ief as'h>3eded " 1pra�aerty fs shown on Assessor 6 Map 328,Parcel 9 51 addressed as fi 5E lyan+ro�rgh ioad�fio�pte'28. Hydhhls 'M A'i# Hlg"hway Business Zoning District f 8:45 P.M. ChrisCo. A �a124 0r�8 ChrisGo.LLP has apgli.ed to.khe�onirag.$oard ofAppeals_f6f&,64l cat�ett bf,Speera�'Permit Number 1991-7 issued to Mobile Oil'Corporation,to allow for the redevelopment and site alterations of the existing gas and service station including the:.fuel pumps and.canopy, remodel'existing;structure to enlarge retail sales/cotivenience store including coffee and dcFghnutaWtha'drivelt- npliykxt pWnddw`•�iepf'operty-i!sthow7ioriAsst�ssortM-ap3n, 0 Prel 151 addressed.as J5& r.yiough Road/Route 28, Hyannis, MA in a highway- e Business Zoning District 1` ? .� 8 45 P.M..' w Chr�s(va 1Cppeal 2Q04Q89 C6nsCo.LLLPP has a Ir2d06 Z6ning Board ofAppea'lrs=rafa Spec+a erm j in acb64anca: Y wi .S tton3-3 8 3)CornirM2�j�alUser hefirgfiyvayl,Us�nessPlistmcftnperinitretdllsaies including coff�e,,,�ar+d dojlghnuts�ii h;a d :e thru pick up wind The property is shown on' •ry Assessor's Map328,Parcel 161,addressedasA 56:iya poug"Fi oad/J3b$te28 H�anrvs, p� in is f4ghwsy Busin>ss Zonnl._Dr stnct', ChrisCo. Appeal 200"90 CF ris�o. lr1P has applied tQ°the Zoning Board of Appeals fpr Variances to di ensional reguirements'of.the -on rig Ordmarices;speCiffcalfy"Sectc5n 3 3 6[5TBulk 13egulafibns ' Min mum Lot Area�iriirn6m E%cint�'ard Set#�a>rls;•MrrKfiu+ SidelYardSetba�k tM 4SrOddt M in,mum. roat�'artl{ ndsLape Setback�svection's 3CJXC).aad((i )1NeDfiead Prrratec tio., Lot Coverage.aiic�- cte'+GleafSng;-ReYlttir2tnehts'Sectionl-2 6(2�(H);Landscape Peimeter BuffEr,and any other dimensional rnquirement as may be needed to permit the r proposed redevelopment of the site as pep+!.aria st{bmittedr�e;prrpperry.is sl3owe`,on j Assessor's Map328,Parcel 151 addres5edas 1561�annough floaaLRoute28,t3y2gnls M1a O in a Highway Bustness-Zoning Drstnct: 7}i¢se Public Hearings will beheld at.the,Bamstable.-Town,Hall;.36.7 slam Street Hyannis' O MA,Hearing Room,2nd Floor,Wednesday,June 23 2004. Plans and application may reaewed at tbePlanriing Division Zoriing8-oa�d of Appeals t�Ffice;Town Offices 200 Nfain .r Stet,Hyannis,MA. Rarnel M .Greedon`W,Chatrmari of Appeals -; FnlN'utter Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox@nutter.com August 14, 2009 104498-1 Tom Perry, Building Commissioner Art Traczyk, Principal Planner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Lente Festina, LLC -.80 H_y_annis Avenue, Hyannis_Port; MA g b Appeal No. 2004-86 Dear Tom and Art: For your respective files, I have enclosed a recorded copy of Appeal No. 2004-086, issued by the Barnstable Zoning Board of Appeals granting variance relief to Lente Festina, LLC, for the above property. As indicated thereon, the decision was recorded with the Barnstable County Registry of Deeds in Book 23962, Page 137. Thank you very much for meeting with me to discuss this matter. Please do not hesitate to contact me with any questions or comments. With best regards, I remain, Very truly yours, �J Eliza Cox ' o v Enclosure m 3-1 1 � cc: Lente Festina, LLC (w/ encl.) (By Email and First Class Mail) w v, rn NUTTER McCLENNEN & FISH LLP • ATTORNEYS AT LAW 1471 Iyannough Road• P.O. Box 1630 • Hyannis, Massachusetts 02601-1630. 508-790-5400• Fax: 508-771-8079 www.nutter.com v 8:5K IZqt� €--"S 1,s / 'fie 713.36 ATRU5.COPY ATTEST .. To Clark BARNSTABLE - Town of Barnst"ree Zoning Board of Appeals Decision and Notice Appeal 2004-086—Festina Variance - Section 3-1.3(5), Bulk Regulations,Minimum Lot Area & Minimum Lot Width To allow for the construction of a single-family dwelling on an undersized nonconforming lot Summary: Granted with Conditions. Petitioner: L.ente Festina,LLC Property Address: 80 Hyannis Avenue,Hyannis,MA Assessor's Map/Parcel: Map 287,Parcel 123 Zoning: Residence F-1 Zoning District f" Relief Requested &Background: Asp Appeal No. 2004-86 is requesting variance relief from Section 3-1.3(5),bulk regulations, minimum lot size and minimum lot width, to allow for the construction of a single family dwelling on an undersized and non- conforming lot. The property which is the subject of this application is a vacant lot shown on Town of Barnstable Assessor's Map 287 as Parcel 123,commonly addressed 80 Hyannis Avenue, Hyannisport,MA. The property is located within the Residential F-1 (RF-1)Zoning District. The property consists of approximately 0.35 acres of land and has approximately 99.49 feet of frontage on Hyannis Avenue. The property does not conform to the current bulk requirements of the Town of Barnstable Zoning Ordinances,• which require a minimum lot size of one(1) acre in the RF-1 Zoning District and a minimum lot width of 125 feet. The subject property became nonconforming in November of 1978 when the area was re-zoned from an RC to an RF-1 district, approved at Town Meeting via Article 6. At the time of the zoning change,the minimum lot size in the RC district was 15,000 square feet and the minimum lot width in the RC district was 100 feet. Procedural &Hearing Summary: _ , This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on March 24, 2004. An Extension of the Time Limits for holding the public hearing and for the filing of the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 23, 2004, and continued to September 01, 2004, October 27, 2004,December 08,2004,January 19,2005,April 13,2005, and to June 8,2005, at which time the Board found to grant the variance. Board Members deciding this appeal were Ralph Copeland, Sheila Geiler,Jeremy Gilmore,Gail Nightingale, and Acting Chairman,Ron S. Jausson. Attorney Patrick M.Butler represented the applicant. Mr.Butler noted that the subject property is a vacant lot located at 80 Hyannis Avenue. He presented the title chronology to the subject property and to the neighboring adjacent property 70 Hyannis Avenue. Mr.Butler noted that the area was rezoned in 1978 from RC to RF-1 increasing the minimum lot area to one acre and minimum lot width to 125 feet. Mr.Butler stated that the subject lot may have mistakenly merged under zoning with 70 Hyannis Avenue (Assessor's Lot 124). He stated that in October of 1973, 80 Hyannis Avenue was owned by Linda Plunkett, the ex-wife of Gregory Plunkett,Manager of Lente Festina,LLC. The property was purposefully held in the name of Linda Plunkett in order to ensure that it would remain a separate buildable lot,because at the same time,the adjoining Lot 124(70 Hyannis Avenue)was owned by Gregory Plunkett, individually. The 80 Hyannis Avenue property was purchased with the intention of utilizing it in the future as a site to build a home to be occupied by Mr. and Mrs.Plunkett or their children. In March of.2001, as a result of a divorce settlement,Linda Plunkett conveyed the 80 Hyannis Avenue property to Lente Festina,LLC, the current owner of the Property. Title to adjoining Lot 124(70 Hyannis Avenue)confirms that in 1977 Gregory Plunkett, individually, conveyed Lot 124, which was developed with a single-family dwelling,to the HP Realty Trust. Mr.Butler stated that in March of 1989,the HP Realty Trust mistakenly conveyed Lot 124 to Linda Plunkett, individually. When,Mr. and Mrs. Plunkett had intended to convey Lot 124 to Linda Plunkett as trustee. Three years later the developed Lot 124 was conveyed via a foreclosure to John G.Doherty and Dawn Doherty. From March 1989 until June 1992,both the subject property(Lot 123) and Lot 124 were apparently and unintentionally held in common ownership by Linda Plunkett, Mr.Butler stated that it was always the intention of Mr. Plunkett to hold the property, 80 Hyannis Avenue, as a separate buildable lot to be used as a place to construct his retirement home or for his children use. Mr. Butler stated the property is being taxed as a buildable lot. He cited that the topography of the property slopes down from Hyannis Avenue to the center of the lot and then rises back toward the easterly property line. In fact,the street is approximately eight feet(8')higher than the middle portion of the subject Property. He further claimed that when compared to the rest of the neighborhood,the subject property is unique in shape and specifically configured to be utilized for the purposes of construction a single-family dwelling. And the dwelling could be constructed in conformance with the current setback requirements of the Ordinances. Mr.Butler stated that the inability to use the lot for a single-family,retirement home represents a unique and substantial hardship to the applicant,particularly in light of the history. He also noted,Mr.Plunkett has been an active member of the community since 1949,having raised his four children in Barnstable and now desires to retire and live near his family. Mr. Butler explained the granting of the requested relief would not result in substantial detriment to the neighborhood nor will it substantially derogate from the Ordinances, as the proposed dwelling represents a modest four-bedroom single-family home measuring approximately 40'x 60'. Public comment was requested and William J. Reik, the abutter at 90 Hyannis Avenue, spoke in opposition by his attorney, J. Douglas Murphy,who stated that variance conditions had not been established and there is nothing unique about the lot. Attorney Stuart W.Rapp,representing John and Dawn Doherty, abutters at 5 70 Hyannis Avenue, spoke in opposition and submitted a memorandum to the Board 2 Julianne Pemberton, stated her father-in-law,Mr.Plunkett, would suffer financial hardship as this is the only asset for him to build a home. Liz Mumford of 143 Irving Avenue,Peter O'Keefe, a family neighbor and friend, and a John Grant all spoke in support. Ken Plunkett,the applicant's son, spoke of the intention of his father to build on the lot and spoke of circumstances of the trust and land transfers. Chairman Jansson noted that a number of letters had been submitted to the file in support and in opposition of the grant to the variance. He noted that letters in support were received from; John W.Filoon,Jr., 94 Edgehill Road,Peter O'Keeffe, 636 Scudder Avenue,David H. Nunes, 39 Wachusett Avenue,Robert and Patricia Trevisani, 55 Irving Ave,Frank&Anne Fitzpatrick, 60 Ocean Ave.,Jerome M. &Virginia R. Leonard, 51 Hyannis Avenue,Richard Gallagher, 39 Massachusetts Avenue, Connie&Joe Shay,76 Washington Avenue, Gregory Kent Plunkett, 26 Grayton Avenue, Charlie &Juli Sample, 50 Quail Lane, a person identified as N. B. Hall,Richard M. O'Keeffe, Jr. and C. Elizabeth O'Keeffe, 175 Marston Avenue, Mr. &Mrs. William Gulliver, 51 Edge Hill Road,Edward M. Gallagher, 621 Scudder Avenue, Maureen Maffei as Trustee, 28 Ocean Avenue,David Nauss, 68 Dale Avenue,Mr. and Mrs. Hugh G. O'Neill, 20 Quail Lane, Barry W. Plunkett,Ellen M. Plunkett and James P.Plunkett, 100 Washington Avenue,Willis & Angela Byz, 8 Newton Avenue, Paul M. Hughes and Maureen Hughes, 18 Longwood Avenue, and Margaret and Henry Erbe, 33 Park Place. Letters in opposition were received from;John F. Donahoe, 35 Ocean Avenue,Ron Peters, 14 Wachusetts Avenue,David J and Elizabeth B. Roache, 54 Hyannis Avenue,John K. and Patricia J.Figge, 19 Ocean Avenue,William J.Reik III,90 Hyannis Avenue,William Reik Jr., as Trustee, 90 Hyannis Road,Kathy and Austin Graff, 25 Maywood Avenue, and William W. Tuttle and Christine Tuttle, 185 Marston Avenue. At the conclusion of the June 8, 2005 hearing,Mr. Butler reviewed the history of ownership noting that mortgages were also held on the properties. Mr.Butler suggested that an argument could be made by the fact that mortgages were being held that in effect would have protected the lots and separately owned and not in common ownership. Mr.Butler stated that the Board could make findings to this fact and no variance would be necessary. In public response,Attomey J. Douglas Murphy commented that if this argument for protection under zoning is recognized for the earlier 1977 mortgages, then the same argument must be accepted that the lots merged in 1982 when both lots were encumbered by a single mortgage of$70,000, which mortgage was issued to both Mr. and Mrs. Plunkett. Mr.Murphy concluded that this rationale would have also caused the lots to merge under zoning. Findings of Fact: At the hearing of June 8,2005,the Board unanimously made the following findings of fact: 1. The subject locus in Appeal 2004-86 is lot number 123 as shown on Town of Barnstable,Assessor's Map 287. The subject locus is addressed 80 Hyannis Avenue,Hyannisport,Mass. The neighboring lot is identified as Assessor's lot number 124 and is addressed as 70 Hyannis Avenue, Hyannisport Mass. The applicant in the appeal is Lente Festina,LLC seeking a variance to Section 3-1.3 (5), Bulk Regulations,minimum lot size and minimum lot width to allow for the construction of a single-family dwelling on an undersized nonconforming lot. 3 2. The subject locus (Lot 123)is located within the Residential F-1 (RF-1)Zoning District, and consists of approximately 0.35 acres of land and has approximately 99.49 feet of frontage on Hyannis Avenue. The district regulations now require a minimum lot area of 1 acre and a minimum lot width of 125 feet. Neither the subject locus nor the neighboring Lot 124 conforms to the district's minimum lot area or minimum lot width. 3. The Board finds that a merger between the two undersized lots occurred at the very latest in 1989 and probably sooner in 1977. But either way, as a result of the merger the two lots for zoning purposes must be considered as having been in common ownership and considered one in order to minimize zoning non compliance after the 1978 change from Residence C to Residence F-1. Prior to 1978 each lot appears to have been a lawful conforming lot. 4. With respect to conditions necessary to grant a variance as required by MGL Chapter 40A Section 10 we find that constructing the proposed house would not be detrimental to the neighborhood and would not be in derogation of the zoning ordinance but we are unable to find conditions that qualify the lot for a variance. The lot is substantially flat and rectangular in shape and no different than other lots in the area. It is further of a size that is not substantially dissimilar from other lots in the area and appears to be appropriate for development with respect to constructing a residential home on it. ' 5. It appears to us that the present lot is nonconforming by reason of the doctrine of infectious invalidity.That is if the common owners by alienating title to Lot 124 left the locus as nonconforming it would be an unlawful nonconforming lot and would not be a lawful nonconforming lot and ostensibly needs a variance to make it buildable which is what is being applied for. 6. Although there is apparently no applicable case law, we think the doctrine of infectious invalidity should be confined to cases where there has been a voluntary alienation of the title of the adjoining lot by the common owner. In the instant case,it appears and we find there was an involuntary alienation of title to the adjoining locus via an arms length foreclosure by a mortgagee. 7. Accordingly,we turn to the question of what is the consequence of an involuntary alienation of the adjoining lot on the locus and more particularly whether the locus should be considered a lawful nonconforming lot. We think that in substance,the merger should be ignored because there was no voluntary alienation of the subject locus,Lot 124. Given that,it follows and we so find,that since the locus conformed with zoning up to the 1978 change regarding dimensional requirements and there were no other intervening changes,that the lot should be considered grandfathered as having been in compliance with the zoning laws as they existed at the time of the 1978 change and thus should be considered a lawful nonconforming lot. Although not necessarily material, we note that the locus contains substantially more than 5000 sq. ft. and has more than 50 feet of frontage. 8. Therefore,in accordance with the rationale for issuing a variance as set forth in Lapenas v.Zoning Board of Appeals of Brockton, 352 Mass. 530,226 N.E.2d 361(1967)we think it appropriate to issue a variance to the applicant so that it can establish as of record that the lot is a lawful non- conforming lot. 9. In view of the foregoing,we do not reach the issue to whether the Zoning Ordinance is h unconstitutionally confiscatory as applied to the locus. 4 L Decision: Based on the findings of fact, a motion was duly made and seconded to grant the variance to permit an undersize lot of approximately 0.35-acres with approximately 99.49 feet of frontage, addressed as 80 Hyannis Avenue,Hyannisport,MA., and as shown on Assessor's Map 287 as parcel 123 to be considered a separate developable lot under zoning subject to the following conditions: 1. Development of the lot shall be as proposed in plans presented to the Board. The site plan of which is entitled"80 Hyannis Avenue, Hyannis Port,Massachusetts prepared for Gregory Plunkett" drawn by Baxter,Nye and Holmgren Inc.,dated 10/19/2001, last revised 12/01/04. The architectural plans are entitled "Residence for Lente Festina L,LC/Mr. Gregory P. Plunkett 80 Hyannis Avenue, Hyannisport,Massachusetts"dated 8`h of December 2004, as drawn by Peter G.Brown,Architect. The plans of which are generally termed the"amended plan" and are initialed by the Board Chairman. 2. Development on the lot shall conform in all respects with all setback requirements of the present Zoning Ordinance. 3. The maximum number of bedrooms as counted by the Board of Health, and as counted by the Building Division shall not exceed three and shall comply with Board of Health Title 5 requirements without variance. 4. During construction of the dwelling, all vehicles,equipment and materials associated with the construction shall be required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials or items be permitted in the right-of-way of Hyannis Avenue.or within 10 feet of the neighboring property except as may be needed for landscaping purposes'or for utilities and then only on a temporary basis. 5. All mechanical equipment associated with the dwelling(air conditioners, electric generators,etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. The vote was as follows: AYE: Ralph Copeland,Sheila Geiler,Jeremy Gilmore, Gail Nightingale, and Ron S.Jansson NAY: None 5 Ordered: Variance 2004-86 is granted with conditions. This decision must be recorded at theRegistry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk, Ron S. ,Acting Chairman Date Signed da Hutchenrider, Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby ce that twe 0)days have elapsed since the Zoning Board of Appeals filed this decision an no appeal of the decision en filed in the office of the Town Clerk. Signed and sealed this day of under the pains and pena `ies of p J Linda Hutchenrider,Town Cle U . Z 9 I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that a Complaint was filed within 20 days,Land Court Misc.#311024(KCL). Judgment was entered dismissing the Complaint for Lack of Standing. Judgment was affirmed,Appeals Court#07-P- 1988. k Signed and sealed this 8`b day of April,2009, under the pains and penalties of perjury. Linda Hutchenrider,Town Cl..erk , 6 Parcels Within 300' of Map 287 Parcel 123 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 5/23/2004 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country r7l ONEILL,HUGH G& ONEILL,KATHARINE F PO BOX 397 HYANNISPORT MA 02647 287109001 JONEILL,J BRIAN TR QUAIL EDGE REALTY TRUST 1700S KING OF PRUSSIA PA 19406 HENDERSON RD#202 287110 BACON,ERIC K 114 CLARKE DHAM IMA 102492 ICIR 287111 KEELER,NANCY WEBBER ETALS %WEBBER,BETSY 17 BOSTON MA 02115 USA GLOUCESTER ST 287112 PARSONS,JOHN C& %TUTEN,JOHN C&MARGARET E �128 ASHWOOD VILLANOVA PA �19085 USA RD 287119 LEONARD,JEROME M&VIRGINIA P 0 BOX 214 IDOVER rA �02030 JUSA IR TRS 287121 STEPANEK,PETER B&LISSA L C/O HAMPSHIRE PAPER CORP 24 POWERS ST rORD 7H �03031 JUSA 287122001 FIGGE,JOHN K&PATRICIA J 13900 WASHINGTON DC �20007 USA HIGHWOOD CT, NW 287122002 IDONAHOE,JOHN F&PATRICIA P O BOX 821 HYANNISPORT IMA �02647 JUSA 287123 FESTINA,LENTE LLC P 0 BOX 79226 IWAVERLY IMA �02479 USA 287124 DOHERTY,JOHN G JR&DAWN R 1 77-O BOX 566 JHYANNIS �MA �02601 USA 287125 ROACHE,DAVID J&ELIZABETH B ROACHE NOMINEE TRUST PO BOX 565 HYANNISPORT �MA �02647 TRS 287126 POLAK,JOSEPH&JO-ANNE P O BOX 363 HYANNISPORT MA 02647 JUSA 287127 BYE;WILLIS E&ANGELA H TRS %BYE,WILLIS E 7 ANGELA H 8 NEWTON AVE ---7HYANNISPORT MA �02647 USA •.. 287129 KENNEDY,MATTHEW M T& 4 MAYWOOD HYANNISPORT IMA �02647 USA VICTORIA ST AVE(33) 287141 REIK,WILLIAM J JR C/O REIK,WILLIAM J III 42 CLAPBOARD NEW CANAAN CT 106840 JUSA HILL RD Monday,May 24,2004 Page 1 of 2 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 288116 FARLEY,MARSHALL&MARY P 0 BOX 537 HYANNISPORT MA �02647 USA IANNE 288117 TUTTLE,WILLIAM W&C IRIS TINE 185 MARSTON HYANNISPORT MA 02647 USA G AVE 288181001 LEEK,STEPHEN B&BARBARA PO BOX 155 HYANNISPORT IMA 102647 USA 288181003 JLEEK,BARBARA C TR JEASTWARD LAND TRUST 5200 N WEST PALM BEACH JFL 113147 FLAGLER DR- #202 288182001 JMAFFEI,MARUEEN TR THE 28 OCEAN AVE NOMINEE 7 BYRON RD ATICK MA 101760 TRUST 288182002 �FITZPATRICK,ROBERT 23 BOSTON MA 102116 JUSA COMMONWEAL TH AVE y Monday,May 24,2004 Page 2 of 2 LEdALNOTICES TOWN OF BArR111STA8tilr WW"'N{1 0 1W.O0 AiPkALS -NOTICE flF PUBLIC t� tN1i3E1=Z.OTiNG JU141E�:.3dti4 To all persons interesfeil in;f o�affected{ Y e Oohing Boar "eFFlpPeals vtiier Sectioh'1 I, of Chapter 409?bf° ae' erierat Laws of'tt e'Coiift';�onwealth'uf-Massachusetts, and all amendments thereto_ynu are hereby noLfied th L 7;OA;P M �2t Wit; •� rShds ; rt i �p ea1.200D8 Fio&eit fof�`S ells` a jell f 8 e a1'3�e?m t�itidings t nd ivl3 `' h 2MA,Sie 6 for�ae demo'�i{bitn`Fan exrsfing d+v'eTlhitg oti a noncoitfotm+ngtc'�1`a�c3�o:r�burli�'an'�w and.,garage..�T>ae property asaocated as-sowr3 cartS$2ssor`� ap 19; Paige addressed as t i 0 Crystal Lake Road,OsterviNe MA in a Residence F 1 Zoning District. 220,11W 083� G Caia�e'a �arr•1�a �opecra ft3iiaLaoai4e Section 4-4.3(2)f lon onfg0_ ngwBwldtr�q�s��ra�Stru tur i� edas Su}gle and Two-Family Residences and.�npifigS undee Chap;t" ) Sewn $for`t}te demolition and reconstruction ofia single fSWRIII 'dyvglilpg ohka n egnfo4rmu lot Tttie"property is shown on Assessor's Map 337,Parcel 0 addressed 04$"or e Hil( oad,Barnstable,MA in a Residence F-1 Zoning District. - 7,3ib` 02tlll: Couture - " Appeal 2004.084 Edmond A. Couture has applied for a Special Permit.in accordance with.Section 4-4.3.•. Nonconforming Buildings or Structures and findings under MGLCfi`4!Q ;Seot'iori 13`•fdr the demolition and reconstruction of a single family dwelling on a'noi i onfonririg lot.-The property is shown on Assessors Map 287,Parcel 015 addressed as 554 Scudder Avenue, . Hyannis, MA in a Residence F-1 Zoning District. r. _f.. _ r... 8s60`.fs 11A. Boa/Tong Appeal 200#=085 "" Lade Bao•atid Dian Icing "Trustee§have appied for a Specia'1 Permit iri accordance with Section 4 4 5�(2)Nonconforming Uses 1 xparision of a Pre"existing t�tonconforming Use to re establrs arti`'accessory resldgh'de ulding The'prop rsiy"tisshown on Assessor's Map , 2.16, Par6611,038 ad re§sed as 19B9 tvlain t ff otr e 6A`�diest Barnstable'MA in a.�� Ni 4d., r ^r�«EP9:+..en Fe pry.,39,tY... r titv'td.�'fn!Y Rba'1 i.i i Yxivxoe A* V,Ii4,'Y.a>r.,$,:, Re§lgahce PZ Ing 5`it fldt. 8 3tt P t1h. Pesfi a" , °"t Appeal 2004:=086 T;ii& kiria`Cf has`appGedi#or b"' anatice to �ursctton 3'9 3(6t f3Wk'Regulations , " rnmaiffl-OMB'an8'l m1ftii.ff r"wrdtt'r'ta b11d* 61"-`atrrtg1e=faln�> dwelling on an undersized nonccrifomtir3,g lot The` roperty��sR's qn)ssessor s Map 287,IPS ficl aT°'128'aid dres§e"d 6s%80 Hyariiits'Aver'6@ fiy6r*641Ain i Ftesii3eribe'f Di5tfiict.' .r,r •. ,...... .....•,,. 1345 P.M.` ChrrsCo. Appeal, 04 087 ChrisCo.LLP has applied to the Zoning Board of Appeals for ":Speprai Pen t rn acoohjance witFi' tioti'4 14{23 iatori Lc3nformingStructure r�d Buildings no Uses as irt�le bi^two Faii D%wd iings to pemvt there 3e�+elopr ie-h anti slte teration�s°�t tfie e70PR,9 has ahii serve statuih-�'7ficaapplicant•iflteiids tareril6ve ffie 8 eiviCeb + , ntlT o r#h`e sr16 including the fuel pumps and.gano�Py,remodel tisiiAg stni tur�ae 'enla ge 11 safer cor*&ntenee stork kie1udrng-ooffea and'tiotighncr sales v�ht a cTr ir�i pre C ap�vvlintloVv. The applicant also requested"any tither Special Permit Peilief as rs sNiownonAssessor slvlap 328,Parre1 i 5 t-addressed es i 56"lyar�oligh'fRoad9':i=io'rpi" • Hyertfiis t51A i#aSFfigh33ay Business Zoning District. x ` BA5 P.M. Chris.Ce. A��ea1 24 $=b88 ChrjsQo Lt;P has applied tq the Zeta g.$oard ofAppeals.fof"ef,!lo�itfcal Rb-, aGa`f'tSp 'Permit Number 1991-7 issued to Mobile 011'Corporation to allow for the redevelopment and site alterations of-the existing gas and service station including:_the:rfuel-primps and•caacapy, remodel existing structure_to enlarge retalrsales/convenience stare including coffee and .q dotrghnutsvvithadeiva thYtip5t3k't5pwrndovv" re fiYC;pertj+isstioGv7ion°A'ssassor`stvlap3M. O Parcel 151 addressed a�•.J..5, jnough Road/Route 28, Hyannis, MA in a Highway- ePi Busihess Zoning District.�F 1 ,� SA5 Cfira<s 0. ,, J ppeal 2,Q04089 ,. Ct risCo iJsP ha$a lied t the Z xaing Beard fAppea�ls ova$peGa ermil in ead.ance ,tom ., ,. _pp t 5�ecti6ri 3-3 f3}Corxliti' ial Useir he fiioghwayHus, ess LYistmc#fo.permitAt4iftaigs . indudlng ��e,� d rlo0g..nuts`i lima drive thru pick-up window The property is shown car# , •I� Assessor s Map3 ,Parizel tug adcl es�sedas,.t'56.1yar#Rougfi'i�`oad/A6[jte28;H anrvs,fVl in 1a Highway Business Zonin' District• " s .i _A, 8A5;P3'JI. Chris Appeal 20044D90.'-= Cf isto. LiLP ha s+ s applied to the Zoning"Board of Appealsrfpr Variances.�to dimensional . " reguirementsof a on nng Ordinances i:spegficalV,'ISeGtiiSn tr 0-VE61k Begulatibnsl' Minimum Lot Are6, Wmurrr SidelYard�Setbaitkf W0 45r Foot Minimum Proat-Yartl4ndsbape Setback,Cectichta-z :kC)a`Ad(b)WeUh6 Prrotea tio'. Lot Coverage ana,Sde.;Gleanng=R64oirirtiieh-tsl rS&ti6r .4 26C2)(B)r�:andscape O P;i `ter Buffer,and any other dimensional requirement as maybe needed to permit the proposed redevelopment of the site as perxpl, its.u�bmittedr e;pyrlaperfji,is;sil o pn a Aspessor's Map 328,PaTce1151 addressed as 7.561�0n"6ough fioa 7Routg 8,Hyagn , in 1 Highway Business-Zbnirig Distract = Q These Public He-a ings will.be held.at.lhe,Bamstable.T:own.HaU.35.7 N.tain Street-Hyannis; O MAC,Hearing Room,2nd Floor,Wednesday,June 23,2004.. Plans and applications mad;#?, a reviewed at thePlanning Divisio`A;ZoningHoard of Appears Office,TowA DJfices P00 Maun .r Sheet,Hyannis,MA. Daniel.M.0mudorf"W:Chatmiari Zo $r�a ,of Appals The Barnstable Patriot 6q.b6 ��iL P �R0•�� s6J` P . o F� a 0 � 1 Fro J � J � o _ 1 Q' 01 N Co .z Cy , c d�f.A„1lAln{s APPROVAL NOT REQUIRED ' `\"�"•^ 4,, e OWN OF 6ANNSTABLE PLANNING HOARq G,;:'r': U; DEWS,\ lyv_ TOWN OF BXRNSTABLE BUILID ZP%h�CATION M Map -C Parcel \03 Y. Permit# Health Division © i BILE Date Issued e� Conservation Division �D / 9:1�4# Fee 77 Tax Collector YJ /4 (7� � ` p� �e �S��� d C2 Treasurer Cam. Planning Dept. °b a,i MILE 5 Date Definitive Plan Approved by Plan 'ng Board p/ S VfR NNIJENTAlk.,Q001�1AN4 dilfJ REGUL01 /-c,r- e �. Historic-OKH Preservation/Hyannis S Ch Project Street Address v�, Li 01 `n ; Village /`1 f� Ta Owner 1�Lila�t a �'�NAddress v ' , ma, Telephone 5 10 ~ �o Permit Request P Square feet: 1 st floor: existing proposed cQ/00 2nd floor: existing Q proposed 1'1�14 Total new g ®140 Valuation c2mono, Zoning District 'Flood Plain Groundwater Overlay Construction Type 1:7 r 1 r Lot Size 15' Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.. Dwelling Type: Single Family Q Two:Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes V,No On Old King's Highway: ❑Yes AN Basement Type: VFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) ce>1 100 Number of Baths: Full: existing new Half:existing ® new Number of Bedrooms: existing 0 new �— Total Room Count(not including baths): existing new .First Floor Room Count cl Heat Type and Fuel: AGas ❑Oil ❑Electric ❑Other Central Air: Ayes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ANo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size r . i Attached garage:Elexisting ❑new size A130 Shed:❑existing ❑new size Other: i Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )kNo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name M0C, *6,q t e C Telephone Number � " "7 �"'7"7 �°t Address 61 C N,. P,cr,!i License# 0:23L,5-7!9 Home Improvement Contractor# 0�Q(O oL�J: Worker's Compensation# ALL CONSTRUCTION DEB R LTIN F OM THIS PROJECT WILL BETAKEN TO - p t SIGNATURE DATE "I �# O ) �. c. P' s 1h ,-,I ............ v y / � �, `- - �. z t1 7"j' lIS3�3a � a o / /3 F,�rs%5'r/ 1'0 T 000 &07- 2-'� leiG6 � f:z7.6e233 ; es Y2- ,� 4 �' .�. , n s ` tr t q � ,r �+.�.* ,.�.........o.: _�rl�w ®�+YW w.w.M � I � � ;; � � - � r stable Town Meetin ction on 7onin and related Article 12/14/88 printing) IN6/Date ART Action SUBJECT 8 ATM 5/15/78 Art. 150 A Add definitions to the sign regulations in Sec. U. ATM 1 1/4/78 Art. l A Amend non-conforming use provision re abandonment .of same. Art. 2 R Change to Res.G from Res.F- 1 area of about 1 ,125 A.in Barnstable Yilla to establish min. lot size of 80,000 sq.ft. to protect watershed for publi water supply. (Same as Art. 38 of 1 1/5/77, su ra.) Art. 2 R Reconsideration of Art. 2 supra with area reduced by changing southerly boundary to line 200 ft. north of layout for Rte. 132., to omit land alonc Rte. 132 on the ground.that it needs study. Art. 5 A Change to Marine Bus. A from Res. C property in Osterville on north sid of drawbridge and south of existing Marine Bus. A area owned by Chester Crosby and a 1Oft. strip owned by Hugh Cunningham. -� Art. 6 A Change Res. C to Res.F-1 in Hyannisoort. to establish min. lot size of 1A. Art. 8 R Change to Res,D from Res. C land in Centerville and Osterville to fncreas minimum lot size from 15,000 sq.ft. to 20,000 sq.ft. Art. 9 A Change to Res.F from Res.D-2 remaining areas in Marstons Mills with minimum lot size of .5A and increasing it to 1A. to protect watershed for public water supply. Art. 10 A Amend bonding provision under Art. 29 of ATM 1 1/5/77, supra, to exclude unbuilt streets. Art. 1 1 R Add "Apts by Special Permit" to uses allowed in Service & Distrib Dist. In Marstons Mills. ATM 1 1/6/78 Art. 12 R Amend Sec. J, Para_ C, to require that a lot of less than 7,500 sq.ft. of upland and not serviced by municipal sewer shall not be considered buildable. Art. 13 A Require that in any res. dist., all bldgs. except boathouses be set back at least 50 ft. from mean high water on any Great Pond. Art. 14 A Require that in any non-res. dist., all construction be set back at least S . ft. from mean high water on any Great Pond. Art 15 R Increase allowable density for apts. in portions of Hyannis. Art. 16 A Change to new Bus. Ltd.B from Bus. Ltd. B and Bus. Ltd. C and Bus. in are; on the waterfront in Hyannis. STM 1 1/4/78 Art. 10 A Policy /procedures for assessing betterments to abutters on private wa) 19 �. IL v e•a 1 erg' '1..1/tllklNo I ADId r_d ` N OFFICE OF CLERK AND TREASURER HYANNIS, MASS., p, 0. ADDRESS: PRANGS A. LAHTEINE DRAWER T HYANNIS, MASS. 02601 Article 6. To see if the Town will vote to amend Chapter III, Article III, of the Town By-Laws by adopting a zoning map entitled "Zoning Map Precinct 3 Hyannis" dated June 30, 1978, which map is on file with the Town Clerk and which map redesignates an existing RC District as an RF-1 District. Upon motion duly made and seconded it was voted that the Town amend Chapter III, Article III, of the Town By-Laws by adopting a zoning map entitled "Zoning Map Precinct 3 Hyannis" dated June 30, 1978, which map is on file with the Town Clerk and which map redesignates an existing RC District as an RF-1 District. (Unanimous) E t I hereby certify that the foregoing is a true copy of Article 6 and the vote thereon at the Annual Fall Town Meeting held in the Town of Barnstable on Nov- ember 4, 1978. Attest: r— Town Clerk I - v • _ • � � � - _ _. - - _ - - _' •">�_:._ Y'�:�:'ice , _ ' r .4 - v s`— - - _.1'L-3.p,: _ _ ice - _T���_ _�i% .:� f _ I i��:._.. ;� �•`` ...� - dy;2i - -+�,.`�;.:y4_r _ .:� `.yam' tee. p_01- o-"'x�s�r"r� sir �{Ti'•-. y. _ _;.Y__..`�..�a•�--rc.,..._J'--{_ _ i ,1 to -� ..�` - �-�ac> - _.:w,:X Z.a�-` _,tZ.•-1°'''Y':aZ:- ..1':- ,i! -�_i L�.f~- �W;.:Fr�.,:•c�-_:K w�.„.�?L� _ ram- • � -� IT- _ — S X- Y 1` " _ _ ! .;.�. ��::<°;�:: <�'s- �'•�`%�`•^� - _ ram. . �1 ('ate`1�- _ i _ ' .. .' _ _ - '�'.^•�R�� -�'�. �J� r�.r co .t. .L _ r.�.rt- - �'-:T_:: - :,f... -.sue — �-- _ "�:,•i_�r--^r-,� a�s.L.1L- u�';�"�a 'a`"'.'• t'•r•' ;;:•-.-'•-,...r�:..1� (a'Y` �:\.. .•--`7 "y 'v +`'�s'' .�=: •-p•c-�.• •�E%:�s '`r':'za•^`' �ri(�x�`•.•P�' ,"'�;�5S7F..�.� ' - ,.,., :r ��"�-.r,;�►� � � '' � - ,• - • i ; - �•rt� ..yam-�•f�' -`^4-...4�... } R ZONING Y BY—LAWS e f ` i DARISTM i NAM t639• i 0 MAY M ,I I� II FEBRUARY 6, 1979 i TOWN OF BARNSTABLE _ MASSACHUSETTS i PRINTED ON CAPE COD AT THE PATRIOT PRESS,HYANNIS,MASS. I �i cc"gyp lydaxsunh ri,�mrw�-.,... . ..................... ...,..�...,.... .. .......:......,,....+....,........a.+.. .....:..wa..........'fw.wr-« r..<i.[sh.tu`°�Y��'i�h4�Iwffd4b6.rC;jyi,4A� "i?. A I J. INTENSITY REGULATIONS — RESIDENCE DISTRICTS 4. Any single family residential building lot within an open space A. In any residence district all buildings, except one (1) story residential development may be reduced by50% from the minimunr lot buildings of accessory use, hereafter erected, altered or enlarged; shall size required within the underlying zoning district providing the be located on a lot having not less than the minimum requirements for remaining land is committed to permanent open space in accordance size and width of lot, and all buildings shall comply with the with sub-paragraph 6 of this by-law, requirements for set back, side and rear yard, all as set forth in the 'S. Yard Space Requirements following table. (a) No single family or accessory use structure shall be built B. In any Residence District a one (1) family dwelling and its closer to the street line, sideline, or rear line than the minimum accessory buildings may be erected on any lot which complies with the requirement of the underlying zoning district. applicable provisions of Chapter 40A of the General Laws, (b) The minimum lot width in any open space residential Paragraph B amended by 1971 August 31,Sp.12, approved by the Atty. Gen. March 2, 1972, development shall be 75 feet. C. In order to comply with the minimum square foot requirement, a (c) A buffer strip of land equal in width to the front yard lot must be a closed plot of land having a definite area and perimeter requirement of the underlying zoning district shall be created around and having a shape number not exceeding the numerical value of 22, the entire perimeter of the tract, the buffer strip shall be unbroken except that a lot may have a shape number larger than 22 provided that except for access roads,The buffer strip shall be considered part of the the site intended for building is contained within a portion of said lot, permanent open space, which said portion meets the zoning requirements of the area in which 6. Common Open Space it is located and has a shape number not exceeding 22. The shape (a) The common open space shall be a defined area of land number shall be the number resulting from the division of the square of shown on the definitive subdivision plan containing not less than 30% the perimeter by the area of the lot or said portion thereof. Seventy (70) of land area, and shall be designed and maintained in accordance with percent of the required zoning area of such lot shall be contiguous the following standards: upland. Lots with less than 50 feet frontage, in a width district, which 1.) naturally,existing woods, meadow and marshland shall be comply with the preceding requirements, shall not be created from the maintained and improved by customary good conservation practices. principal way to a depth-greater than two(2)lots. 2.) in cases where the land is scarred or barren, it shall be Paragraph C added by 1971 An 132,approved by the Atty. Gen.June 22, 1971. improved to grow back to the natural state of the surrounding Paragraph C amended by adding 1170 percent of the required zoning area of such lot shall be upland" cou ntryside. 1973 An 136,approved by the Any.Gen.Jane 15, 1973. 3.) it shall be planned in large units of land, continuous Paragraph C amended by adding the word"contiguous"1974 An 100,approved by the Atty. Gen. wherever possible and shall be accessible to the open ace residential July 16, 1974. P P P Added to Section J. C. by 1977 An. 34, approved by Atty. Gen. Jan. 12, 1978, "Lob withleasdevelopment property owners, or to the public when owned by the Town of Barnstable. than.....greater than two(2)lob." D. In a residence district all buildings except boathouses (buildings 4.) it is the intent that the common open space be developed used solely for the storage of boats and related equipment) shall be for reasonable outdoor recreational uses. These may include, playing. set back a minimum of 50 feet from Mean High Water on any Great fields, tennis courts and golf courses. Pond. (b) The common open space shall be permanently dedicated in ParagraphD added by1978 Fail An13,approved by the Atty.Gea.Feb.6,1979, one of the following ways; in either case the developer's declaration of this choice and the manner of dedicating the common open space shall APPENDIX A be furnished with the definitive subdivision plan, together with the Front Yard side hear covenants and restrictions necessary to secure the permanent legal Am&In Frontage width Setback Yard Yard existence of the common open space. S+FL in feet `in feet in feet in feet In feet I,) Public Ownership - in this case the common open space RESIDENCE B 10,000 100 20 10 10 shall be granted to the Town of Barnstable as conservation land. RESIDENCE B-1 10,000 100 20 10 10 RESIDENCE C 15,000 100 20 10 10 2•) Open Space Residential Development - in this case the common open space will be owned by a non-profit corporation, trust or RESIDENCE C-1 15,000 125 30 15 15 association created by the developer:with the owners of the properties Page 12 Page 29 • I .�11tW�1:^f "1Wie+��... -. , ., ... • - _.._ .. .. ..,...... ,. .. .. .. ..... .-... .__. _...... .. ..-__... ,� .,-.._„ yr r�".v7Al?1�CA"10 _•(^a>a; t(b).-,Professional' Otrccs Medical and Dental Clinic I ,n Pharrrlaceutical and Therapeutic Use: there shall be not less than four RESIDENCE C-2 15,000 .:.. .. 100 20 , 10 paved parking spaces easily accessible from a paved driveway on the RESIDENCE D 20,000 property for each professional person occufice. RESIDENCE D-1 20,000 125 30 15 Each such space shall be not less than two hundred (200) square feet 125 30 10 RESIDENCE D-2 20,000 125 30 15 paved area, exclusive of driveway. RESIDENCE D - 3 125 (c) Nursing Care Home and Rest Homes: there shall be not less RESIDENCE E .. 35,000 160 30 15 than one paved parking space easily accessible from a paved driveway RESIDENCE E-1 35,000 30 25 on the property for each four hundred (400) square feet of total floor RESIDENCE F 43,560 160 30 30 area of the building. 150 RESIDENCE F-1 43,560 30 1S (d) All off street parking spaces in excess of 1,000 square feet shall RESIDENCE F-2 43,560 15 30 15 be screened on each side, adjoining residential premises, except that 150 30 15 such screening shall not be required where the parking area is already Residence area(paragraph)added by An.1977 25,approved by the , Gen,Jan.12,1978 screened from the residential premises by a natural terrain feature. F-2 Residence F-2 added by 1977 An.36,approved by Atty,Gen.Jan,12,197878 Such screening shall be a solid wall or fence, not less than five (5) feet in height. In lieu ofsuch fence, a compact evergreen hedge of not less Residence A and Residence Al deleted words 1973 Fr nt and a and by dele the Atty, Gen,June 15. Appendix A emended by adding the words"Front Yard"and by deleting ngures shown as"51 than three (3) feet in.height at time of original planting may and Inserting therein the ngure"30"1974 An 145,approved The fence, wall and/or hedge shall be maintained in good eondit Oil Residence lr2 added b 1974,Jul 30,S . 12,a vedbyt by the Any. Gen.July 16, 1197 Y Y p approved by the Atty.Gen.September 5, 197 and no advertising shall be placed thereon. The screening shall be Front yard setback distances shown above mean from sidelir designed so that vehicle sight distance shall not be affected at the street. Where a lot abuts on one or more than one street, front entrances, exits, or at street intersections. setback shall be applicable from all streets. This section added by 1970 An 105,approved by the Alty,Gen.June 19, 1970, Prior paragraph deleted and new paragraph Inserted by 1974 An 146,approved by the A 16, 1974. Atty.Ger T. OPEN SPACE RESIDENTIAL DEVELOPMENT-- K. USE REGULATIONS — NON-RESIDENCE DISTRICTS A. An Open Space Residential Development may be allowed in those A. No building shall be erected or .altered, and no building zoning districts where permitted by a Special Permit of the Board of premises shall be used, for any purpose in the following speci Appeals in strict accordance with the following procedures and districts other than provided in this section. The maximum heigh standards: any building shall be not more than two (2) stories, or thirty (30) 1 I. Site Eligibility - any parcel of land located in a zoning district from ground level to the plate, whichever is lesser, except that i; permitting open space residential development and which will Professional Residential District hospitals are excluded from t accommodate at least 40 dwelling units under the provisions of this height limitation. by-law. Paragraph A.amended by 1974 An 108,approved by the Atty,Gen.July 16, 1974 by adding,"2. Density - the total number of dwelling units allowed within an maximum height . . . from this height limltstion.v open space residential development shall be determined by multiplying I. Business District. the total upland square foot area of the parcel of land by 80% and a• Wholesale or retail stores or salesrooms. dividing this product by the minimum lot size required within the b• Retail trade service or shop. underlying zoning district. C. Offices and banks. 3. Permitted Uses - only the following with their customary d• Restaurants and other food establishments. accessory structures may be permitted: single family detached e. Place of business of baker, barber, blacksmith, build( structures. A community building and recreation facilities for the carpenter, caterer, clothes cleaner or presser, confectioner, contracts exclusive use of residents of the open space residential development and decorator, dressmaker, dyer, electrician, florist, furrier, hairdresse their guests would be considered customary accessory uses within this hand laundry, manicurist, mason, milliner, newsdealer, opticia section of the by-law. painter, gaper hanger, photographer, plumber, printer, publishe roofer, shoemaker, shoe repairer, shoe shiner, tailor, tinsmitl Page 2 8 Page 13 I_ MUMDETECTORS I.._1 >•, _ - --�- � 1_,I.� • , SM KE REVIEWED o -- --- - ---- AR STABLE BUILDING.DEPT. DAfTE • '�'I'-� I I I II 1 t�l I' i) l I j F. F I 1 _ f I FIRE DEPARTMENT DATE OTH SIGNATURES ARE REQUIRED FOR PERMI7Tl G -LIT CARBON M EALARMS fil MUST B INSTALLED M -t. P ASSACHUS BUtM CME ETTS Y ,1. - �• I� r :;..... - :i". � .. -' �I., 1 ,G M iLL\vC.12K SLYI.OVCE - -' S �. - .' I �, -- •:w R . .. j. � • I�' i' - � � I�E4 :'arG -nEunlpn c�.r I �... - -- - - — - - - - --- -- Z.y a. ',� •. I <. I rt ,: 't— '" ._�. :r, �.__� .. - _ I � .. _. R> � - � - g 3 :9'aa:.1c>3A2�Y.•-.:.._.. T\K Z41.7 Tv 244b1V ' - ",• ' � ` `. ". tt _ _ _ E -1- -hyo:ewoS/�13s/ce\3s.4s"OYav�R.'. m 1 Y y _ - -5[SF�.RZ:�\h.UT -- ' _ _ - ..,L.. M ' DIM Ctn -:SHIVSIE$.J. \ 1-7 _ - ' -- i_ ... 1FTUSg1�t'•6:1NSZ�Gi: - I _. .. - - Su u7n...cam✓_=Ct4�nrt oT,c•7� :-- I I S' - �_ - -REn txOnR-Q.?I'BoeRIIi_ •1 '�— i 1 J T I I I 4 1 I � 1 J-e-om•.se x�wYe',3m�s /� > ,,,��,,,,,M p RVCE DEVLIIN DESf NS CHATHAH, HA. . .; . -,ni,iD�{i 774.201.17SO _ e � I r� .. ' �- ._SDT9;eT�'t:5= .��-' I I I •. ( .- ,'re' io .�I• - -z;�a I I o .4 u�Cons�s J•. • a • m r-b0 TCq�—(SETA' t.. . .Pi _ _ __ __ I ��U�SS:�C6T_LT7�a;a5, 65]UbStf_`a-� Q" IC zzcmr rj Wt sa : • I �I� - _ � v(. .,� •- t .,� �_wi fhr-rssx2?�1�--T�ec-wt�-c • _, 'Z_- — - 'I - • � ''Y .�DLt9 S I T'8.r�SQCT75Fl.LF''{ �bJS ' , .I I I - J � « • -t�/�TT—t•--tl�'i_10.> _._._.._. I JCr•T r'T�z1YZ�1.UY ___ - - t " - BRUeE DEVUN DESIGNS — „►1K VZLAMY. eHATHAM HA. 4 ,� c� aamm 114•ioy•y�so - - v� APPLICANT TO COMPLETE 6 SUDHIT Y1TH PERHI.T APPLICATION AM (inuR ru Hruur/(.unr/ntr.Nnn n,4ligh 14inrl Aron v:lI0,,,ph)k)nrIZ-1 AN'C(Illil/ctr.ll'nnd C:nrta/roc/inn in F/rah lVirrrl Arc1,t'110111ph Il'iu12nn1 ' • "IS$:ll'I111SC1($C.IIL•CI(II$I}OI-CI)FIIFIIIi111L'L'(i8B(11R 5.1 L710' �;� Massa.chits f•Il$CIl(:L'I(IIJ( IUI'CIIIII I)II:I[Ice 1]b0o;n.c,lU1 Zl 1)r -- Wag Conn-w., NOTE•SCL'YJxv -i./.b. [On 1 U a 1 Cbr<k I 1-u ......(Tables -- 1 -' - Laleml W.I.rammon na P.1.. .own 2ouB C. a rrrydra,x< r]rm-LoadePar nq was enor,enran5 SCOPE _ I taierat In..116d common oats) !lade a) Wirt S,e (3,sec gust).. ... .. ...... ...10 rpI ph _-Y/._ Loaf Bemire waa gs(reco,o large neOr ap c or co ra 1 • r ::_ Wnd E.P.-e Category ... ...:. .... ...::....:.B V ll ode,Sparest .._..., .!Tait gLpe.. _ Q e L� g . ! ".. • v . rem .. . .... sl otmnirg fw1 nrngs I rnpl n ) 1.2 APPLH:ABILITY • . Fri 11e.rghl Slu,fs Ina of s d I.. (late 9) Number m Sroras a roof wtlich exceeds B rn 12 slope haB be consrtlered a s10 atones i 2 stories Nonlrvd Rear'vi Wag O ` l P ry)� 9 penrngs lrecP'd largr-s ag bnr.react a^openi.g a OTab Root Ptlrh. .. .. (Erg 2) .... Jj_51212 !leader S........... .. ......... (Tame 9) ...4 r Mean Roof HergM .. .. .. .(Fig 2)_. .....2.S.R 133' Si.Fble Spans..... _.. _ .....(Tamo 9) _ . .. 41t .n 112' _ 00dieg Width.W............................................_............(F93j......_................................. ASBG _lL F..Hei..Stints pro:of sores)............._.....ru1Kn..._(Tame g)..............__........._.............Bugdmg Length,L ._.. (Fig 3).. fl 5 BO' �� _ Extmra Wall S1✓_'•rnYg In Rcvsr OPuh and 3noar Smm�lancarrsly -�- - - •� Aspeel Rat .. (Fq 1)... .....L553:1 Avnrmamr Boadmg O.mensbn,W - Nominal lieighl of Tallest OPemng .... ... (Fiq.).... ..G'F 5 6'8' ./ : Nan oat I lerght of 1'aHe•:I Opening' .. 6-f1 5 6'B- Slu:atnmg type._..................._ ..1 O _ a1 1.3 FRAMING CONNECTIONS Edge Naa Spacing--..................................(table 10 or nob 1 rlbss)„ :'.li O- In. . ., i General compliance w.h bamng connocfions..................(fab)e?) ........ ....... .: - Fiem Nall SPa __4aale 10)._..._, in. ` NDATION - ' Percent FWINornil SR..o6'gcommrmnags)N.a 1.)--.-.-....... S% _— R • y r L r, ,• ..dalmn Walls meeting requiem L5 17"CMR 5904 1 - 5%A ioi ioell Si for Wa8 mlh OpeNrg,6'B•(D ign R 21F .Maximum BuiMrngl Dlmeusinn.L '6 w F Comet,Masonry . ...".. ......... .... ... ...... - omina Nelgm n,Tauest Opervng'..._..... .. to-Fy;6.8. S—N 22 ANCHORAGE TO FOUNDATION'S Edge Ni$prng .. .... ............ bb it err mole 0 H Mssl._.. � Field..it 5B'AnGwr Bobs vnbeddod or YB"I ropnetary htecha al Anchors as an allerreRve m wnaete onl�y�I Paesg -, _ - ____...(Table IN I t� r I Boll Sparing general ...... .. (Tale 0) .... ✓ St—Cemeclron fno of 16d common nausNiabb 11 __.. ... :, - I • - Ill Bolt Spacing Iron endoml of plate....... _. ...(FI9 5) .......................... G ie.S it n Perconl F.11-9hi St,o,a g _--- rebb 11) _ .-(pi_% �t •. .. '4 v .• .nil IL.ta .. - `TsE••'. IO.Z••. _.}:'" �' I -mbedmeN- olcille ................. _.(Fig 5).._. ....�i^ �7' ,�! ,Wall Cladding 5%AOQtwnal ShealRin9lw Wall onto Opening>6'B'IDes9n ConrsPlsj. AID •i: s �: .. i _` - .r' - Pblo WaSnerenl...masonry.......................... F 5 ... ._ m15.. Raled(w W'rnd Speed?._........... _ ... _ • , i- p s l ... - 1 9 )_ _ ...._ 23•x3 .%' - ... _ ... _ _.: • • �I: 3 - - .. , FLOORS Y -� &I ROOFS r 13-1 ( - - Floa Imming mombe,spans--- _ .(per TBO Colt Chapter 55). -I_ 1// mrm rrrerrrbe,spans checkado _..........Far Rait-use AW S nn Tool,see BBRS Websne) -`T �I Root ha I: Maximum Floor Opening Ormensi. ........ ..IFg 6)...-._. .IH.®..�rx]p77U.'!9.: R Sj1Z Roof Ove ang (Figure 19). 1Ft �J smatter m 2 or fJJ ' v- 1t1g1:cr; .1 r ti - r •FWI HoigM WaU S1Ws W Floor Openugs less than Y from fl!,,for Wau(Frg 6)..... ...... .., �/ .Truss e,Rafter Connections al L odbevv,g:Walls - • ' �';'¢ y,. p `" i 'Max'unum FloorJast Setbacks _ _ 'I. pMPd,a Ce-est." SLt..-"4 nib TA,BI[5 ,.• Svppodin Loadb,,,i g Wall, She 11 .. .(Fig r ....... It's d I Uplilt_ -_ (Table 2) _ ...U= .pll O�QQ{{�� •,'' - Maximum Cantilevered Floor Joists ) Laleml _._ able 2)_. L ' • TN31 - - i Supportmq Loadbearing Wags or ShearwaR (Fg 81-.-- _ .. _ 1 P.5 O .. Snear. - Rabb 12 �. M Fba 13 aurg at Eo-11, . _ ..... (F g 9) ........................ I- Bite Sirap Corner.tiorrs,d wlbr ties not us d per W ge 21 (Table b= - - B .9 Fbor Slaa[bng Type. „(per 180 C.CRaple,55). .. Gable Rake Oulfooker _............. ..._(Fgure 20)_... T�L•R s smaller.1 Tor V2 " UP -2-. Floor SheatM�� lkness ......_(Pg]80 CMR Cha e,55) .�n. Tmss w Ratter Connections al NonJ.oadbeanrg Walls •�'. ..5, , '.7 p :1 r •. MwSReatlring Fasl a , nln9 . . _tn edge/_rnbcb _ pd Y 6£C D K A6 TA Am v \ It WALLS '-SbE'ov4),L,TnelB - lit ial(ro.ol t60.omen ns) ((!Fab d la) -. L X tIp • \ , 1 O '4 0� ,Wan t4Nf - - Roar SReaWkg Ch-iptes SB 59)....: - " ni-I.rma�miA .......................... _IF+F799,10 aro Tabte S'j......._.............. nrts t2o ao&sn_W�F yena,9__ _- __ _.__._(raffle _._�rl4 �' P '. Lo adpg A -, YC W Il6'WS No xJdss. Wan SRM SPatiri9 ........._ ......(Fig/0 art Table 5 ._ 1(g m 5 24•i.c Notes: _ �. Wan Slo,y.OERst=S _ _.._.. .._............ lFgs J 8 Bj _ ........�ft�5 d -1- This dreckli9 snail be met n Hs entirety.exUuRirig Ilg spea6c exrepbon nged'm 2,too comply wU We regvirernerlsol . .. ,.. :, •: .....:'.-xse noses__ •. - I ]a0 CAYi 530v2.1.1 Item L n 8ie d,eckl/sl rs met in ns an6rett'lhim the rdbw;ng metal slr�Ps ant-it aownz . 8 � p -- _, _ 4.2 EMERIOR WALLS' � re9,aredpe,We WFCM 110 mph Grrde: SI s per Fgve 5 - Loadbeadrg vans ...._ .- ...... ..Tame 5... 20 Gage SVaps per Fg,ce 11 _ ' N -L.edbeoneg wa0s._. _ .._ ..(Tade 51 .. 2xJy :fl rh, w e 141.SI.P.per Figure 1. _ Gobie End Wan(Nang d. AY Sb Ps per Fip.17 , Full Hei9fif EnWs-an Slvds. _ .... . ... (Fig 10) - ..... ... Caren Sod HOW Dwns par Fig,xe 18a tint Fgure 18b 0 r MP ARIe FlootL b._engt ................. _ (Flg tt)._---------------- .... _.:_G R 2lrYI3 Exrcptian:Opoei n s of iM b B R.shoo bepermr8ed Wren 5%E added b Me percent!WI-height slwaRrinq . - �i u SR WSP rotas�) _ 911) _ fl20.kp,'.-•I V v e.m slam in Tables 10and,se . GY at,2 x a n sthp,01 2 X,l 1. .-._. - ._.:_ I.... 3. e m sill PIa1e a¢xtedw mtls sRal1 be a ml.rnxvn 2 in. .kial Widrass gessurc 4ealed 82-g.ade. ... y i or t x 3 ctilm R¢n .. - - - N O FYxF•.!e�. • -' DorIDle Top Pkte 9 ^9 slops®16'sparing trio wIW 2 x.blocMrg�4 R sPacxg e�joist o'Wss bays . _ . 6 Length F 13 art Tat! 6)- _.$ R L ' z+4 f?67G`oTCYa.9.p.]. _...._ ._..._......_- - g .--"_-- .. _ Si Co,t..Cia,I-of 16d common mats) (Table - .. - • b • 1 ' - ..___ \rlTy�.._C�_�-1`.1�__ I� lY ,. r r ..y '• - ~ r - i 1 l 'fTi 7, • l .- ,mn„°�rells. s",rmo ,., ..ere.v. J� � $RUCE MUN DESIGNS ua d�LGS` CMtMLURn2 CHATHAM HA. N w1a.A,LVTr] ...RP .xox • 1��f•20y-y)SO --- - o� . L19 SOD..]. - ..., 5pnrrxRRa.rt.:.F. ----- — „ Rby 'r .. -2:0”. .4'�` it:c.` .. ... - A�p _. '. � e _ 6 0'. L-O..:.�:;. ..i4Y_ 34`:.., '„'6 6... •- I. 0 . 0. ... M - 4 , x. C Vt q"o— -44 + • - s , 1 - P ij 20 2l0" 4:0' - o x�,� )) •209.9�50 —.60C-1`C.•N._ti1,t it,�iE:�L:lYA1V5.1 R]RT_�_!.+'✓.. _n=—I�5'�rr sv^� . '=uauCs?t�1 �'6•`-_ .. .ter-_ I >. _ _ . . - -_ _- � •.. 1 � I _ _lf+Us9 s�n'a:�sz2aN:�F6tlS�.cOd<N�17Tc 3C1.-JgIST3-1Lf8�3kfl[E S7Sf�_. IF I gp y , 7g5T.�1r3�a��R'vFO'.j=-U-V f+Gc - ! Mill a .,. I, RW.'JouY CENT e i I • • - " ��RS'C a3.�a._�P _.itiC. ---- -_..._- - ------ ------- ---- -=-------------- _' S�CCJty�F'CQ�3R��.�----_ _.-- --- ' ~ �n—YIIccTtn�u-—Sxx_�muTngxmC�'G.—vrcr'r(�j.4.�5_T.Tl r . T -��w�--- JMMDMAXir,P � CHATHAH, HA. �� )�4.2o9•ti7so- CALCULA'T10NS&REQUIREMENTS FOR WIND EXPOSURE C I. P-6ptivs)Faits on,aba o.as sed scvnpuoru in Table A-3.5-' - P . 2. 7ebdawd F ulna bads and covoaffim mquiremeots shagbe pormimd to be e e v e o o c s w - f _ Taba%ied n-14I 0.92 mIs sou)peeredwie iId BFeel ofcmpvs. - « 1 :e tt0 MPH EXPOSURE B WINOoZONE e e 1. . • [. ' 3. 7ebvkttd Rancircg loads assume a building based is Fxposve C. W0.124J•,4AP4 E)dP.Q7LRE.C�VNn 2Dl.k.+EeE NbtEs'TOI T.NE,LEY,T Sjg m B.nom Plate to Founst Lion Connection Reau"vemenrs for Wind-Emosure C g glass,C,,,,don Rens kements • - TabIB Z.6enerel Nallbtg SchBshrb Deed Load Assumptions:RaOCN Roof Assembly DL-IS Psf,WallDL«60 p1( ,,, 1,2,3,E Nsmb,olnod Ro,:2 n(Spm-24' U-296 S-418A RmfPndi=1P.12 and 12:12 Roofspan-24' Unit framing load(pIQ j( S -` V plifi)ad a a ' Common Nalls Box Rails L - Comed el on Isra load(pe*poedieWm to the wall) - S Connector sbegm bad(parallel to the..JD. I. Tabulated co section raqunemems troll be permitted to be multiplied by 0.75 fa ,. I Bbekirtg to ReRer(TOa-nailed) 2-all: 2-1 Od each end , Fmmiag puts .tact within 8.fed ofl uildus cows. AI Board to Bette(E tl ailed) 2 16tl 3 1ad each and A - LM'fur wind pepmdicWar io the ridge avd WR for wind pawllel w1M ridge, 2. 7ebuhttd doe coa.ecboo loads asswne a mildmg loess d Exposue C. ..a(j� `ej " r•:, ''i,'s.,F �•s p ¢'.{• r p �4 i-,'r`�"-h T'ny;B'hae W is the building width mJ La the building kogrb 3. TWwleled eomeedon requiremevs,are Dosed on tour)uphfl mums O.b o(tbe roof hw 1�1-sk�h '( •4' 6t1,>, Assombly dead lued(".10,I). _ Top PI tee'@l lntema6(bgs(Face'Bled) 4-16d 5-t8d a[)ol tb •*I Anchorage,S-i.r1.1.4. dw raid ldael loads shall be dd,mbed'm due faudotion dales 4. Tabulated comedim quit-- based on a l2.imb n St tl tp,Stid(Face dle'af) 2-16d 2-16d 24 0...' Per Section I.14, ,by use CQ1e' HeaQeptO F(ea r:(FeCB=ne led) tad lad t6 pd:"aloragedges Fur difieanr ridge amp spacings,mWupy the febutafed values by tbe ,. 1. TWxtlaaed uplift and late.)foods shall be pcsmincd to be multiplied by 0.75 and 0,92. Appropriate multiplier below: r _, Respectively,for frzmleg act laved wir6m 8 feet of building cowers. Rid a Shur Sowing fur l 16 - - - e Jelin to Sill,Top Plate or Glider(Too-naffed)(Fig.14) i 4-all 4.10d per joist 2. Tabulated uplift loads assure a roe(md ceiling seasonably dead lead o1`9 psf(0.6 a 15 Muldvger 1.33 , Blocking to Jolsl(Toe-nailed) 2-ad 2.10d each and t Psf-9 p'O. - " 9. Header R-Inseeots for Wind, Blocking to Sill or Top Plata(Too-nailed) 3-16d 4.1 ad each block - 3. Tabulated shear rapacity requinmenu asume eft walls a2 h-hed in accmdar ec ails - 1,2 Ledger Strip to Beam or Girder(Face-na)ed) 3-16d 4.16d each Joist Section 3.4.4.2. Bad Spm=24'R49and npn<iry of eonnmim at each end ofbaders(Ibs.) Joist on Led to Beam _ - •~ I _ Windows-6'spms IP/. 1240 L-656 f gar Roe-nailed) 3-ad 3-1 Od per ioim Fa other xeD sheathioa Ores the tabulated shear apsciy of the cons,cci n shall be Wh dmrs=4'spam U% 932 L-437 Band Joist to JOISI En?nallBtl R 14 1 ( )(Fig, ) 3-16d 4-16d per Divided by thc oppa pdsae shntbiog type edjus -factor m Table 3.17 D. Gangc doors-IO'spm 1➢/.=2079 L^1093 :.Band Joist to Sill or Top Plate(Toe-nalled)(Fig.14) 1 2-160 3-1 ad par fool V=Cormectm uplift load t _ Wood Structural Panels 2. 5/g"A tar earn Sill Plat Fo,,,tg C -Bost R liltOWN h ads R W'd up ' 1,2,3. L=Camara lateral load(peapmtliwlm tI the well) - I - Nombd d.-ics:2 Nomber.fBols,Required in Sbearwan Line (I5) - - - I •rafters or trusses spaced up m 16'o.e. 8tl 100 6'edge/6 field ♦, - 1. Tobalrved.plift and Islaal crouatum rtq i-.b stiztl be permitted ro be rstttem or muses s - f Anrho.ge rrqubcd so rasa..imere!I- shall be dmermivcd in tbe fotutdotim design ' s s Multiplied by 0.75 ead 0.92,respectively,for iag toot)-abed wishin 8 e - paced ever 16'o.c. ad I 1 Off 4'edge/4 f Id - s Per Satien 1.1.4. • Fat d building comers - gable an-st"take or rake buea w/O gable-11,9 6d I 10d 6'edge/6'field , - 2. Tabulated c.a.ccbm IoaM assuvw a Duddog Expaiae C - - gable enshvell rake or take trues w/structural ad 10d 6'edge/6 field - . 3. TabubW a roofmud cciiag assembly dad iced 1. Preseriptfve lines,,based to sasuvpdons in Table A-32 - ugrl�r<quweeevts asume � oudookem ; - Of 9 psf(0.6 a 15 pf-9 psf) - gable 9ndwa8 most or rake truss w/lookout blocks J Btl t led 4 edge/4 field t - 2. Archer bobs shall be mif y distributed along the length of the sbwr waB lure.and ^ 4. Tabulated uplift bads sce sparfted for Faders auppm;.g roofassembW. '. - _ k••� 5, ,-- ed- f to us no case shall III suchas bob spacing mcuo t 6 real co care.Fm corer ou bob- Wbm WuJatbg oplift loads fur Fade,supporting Ooa bark,the taWiard.pis,bads _ �^ «' "ryp "{5{/y'f.k � - � '�; ,-a ,^ de1°`7' lq,r fa'(• - . Limit ion sa Section 32.1.7. Shall be permiacd m be seduced by 30 piftium the header spin!m mch fun was above. r = _ Gypsum YlagDoatl!'. Stl coolers j 7.'etlgB/)(Y:fjelp. _ - - •. . 3: Sill plates an asnmted w be Vatcd Soutbcm Pine, 10. Wind Sni ital C .et(b 1 R 1 b 3. Sin B M El F datio Co fflfgd ( For B hs)R tml'ft L,rk hw Wand Required IAtvel CepaeM of Ccoo tion at Each Endo Window Sill Pbae(ib,). .. • f' 1,2 - Wood Structural Panels { - - 6'sPm-6.56 4'apart=437 • - studs spaced W b 24'o.c. all tOd e'edge/1Y 1'reld Ncmb,dstories:2 8'End 7 vn-25. Imerim Zones-29. 112'and 25/32'FIberboerd Panels bdt - - 3'edge/6'field - L Tabulated lateral aotc,io.rest area ins shell be permted re be multiplied by - s - 1.• prescriptive 1®is,are based on as g cam,c i 1/2"Gypsum Wallboard 5d eoolem - 7-edge/70'field pdve stunptiom m7aDlc A-32. 092 for framing root located wrrhin 9 feet of b ild"m 2 What inches bets,are mad t seat.uplift,1-.L and sheen Wady due maxim.anchor 2 TebibtW es®ectim lads assume a buitdiog located in Exprine C: - - _ _ .Bob gracing WdI ma exceed the lesser of eke tamimttd valva(or uphfl loads(Tubb A= � - - • - - - _• 32C)m lateral and sbar bads(febltA-3.21)).For other such.both fmiteions Wood Structural Panels - I I I r + - - - 1'Or less I ad i led 6'edge/1Y field r s greater than t' j led t6d I W edge/6'field • « - . � = t Corrozlotn re515tar.111 gage wofbsg mats end 18 gage siapia ure parmined-disco IBC for edNtlunal wqulrertents: � ' - i 1. Real Sbeas6fva Adechmevr Aeovbemens, - • - No It..Unless othorwlae arouse,alas given has,eulla me consmms wire atree_Boa and prmunuaOc mule m eq.uveknt ' Secriom 32.1.7 am 32.2.3. 5 - - a:smewr and equal or Wemm lengm ro the-Peeiftad common statue may be xubs lluted.Nma ollt-Ise.W.hibaed. - Maximum N,l Spae'vsg far 8d Cmma Neik m I Od Box Naox(mdreso.c) _ 4. Raft F t WWI Cummtf R ts f W'd Loads « - -. ,.` Sbemhingl.rmi.. -ivwrmrrwe,spaciog of.}tars-76" -5� •. " Rafier slatting 16" Roofspan-24' ' hd- .it q-i g�Ild gatmon mils m led box Poi s(-mdv,o.c) - 2wt r7 R/IrJfd S-- . E-6 F=12 U -354 L=291 S=129 R Slxatbmg loati.o-peimeto Idea- Spacing ofraflm-16" 5 - - J�Lr1.LM.FIS1ic 5 - . Maximvn aml spacing for 8d w®bn is a 10 d box nails(incbe;o.c.) V - Come,or uplift fond. , � _. 3 3 _ ,• - - -_ - a L_ - Cmm .lateral food(pe padia W w the wall). - - - S = C-.shear load(parallel to she wade. - - + R - = LnAi fur wirM perpendicular m the ridge and w/L fur wbtd la alkl as the ddge. E�6 F-6 • I Where W is the building width mid L is d,hooding Irngsh 4 4 « Gable ad-11 rake with took-block FA F4 w I. Tgbtdmtd uplift and tyrnl lass emu be pvmimd ro be wwtigea by 0.73 ma 0.92, ., - - -- . Respe ,y fur frawfng cot locmrd widd g(of build'mg carom. - 2.. Tabulated Mounting toad a-a bolding laawd m Exposure C 3. Tula bled epTdl to ub also ae a redoced aof mM cnlleg tsemby de d bad of 9 psf 9 a •' .g'..�'(}UYA4 Etq'fL�E7'LIL$_' _ . (0.6 xlSpsf=9DsI? E-Nee Wcing ate pa.cl edgm(-m) 15yC- F>Nod spacing at inanresediak supports in the part 5eld fm) m 4. TabWated Wbfl bads arc spasfied fm reo(ao mli arma)imr.Wheu akul�ag uplift - - . - Lords for wall-to--D a wag fowdati®co same.,mbuhted Whiff veto,dean I.. For rm(eDeashmg within 4 fat of the Perineteradge Babe roof,i.cluding 4 fat m - De permittW to be rech ed by 6O plf(0.6O x 99 plf)fur aeb fb l wall abm,- G! `• Each side ofth aofpeala the 4 four pairoete*edge zv.e Meemiria«quiiemmts _ - - 5. Rather xsWa,Ceeiee Jobe To,Plate Lateral aad Shear Corutp o Raaireeseew_ Shag be mad RxoosnC - - 2. Tabulated 12i b...null ryaemg es.mhs•••,R:"B.acted wrvft,/tam •' .. _ xU'1 - ` _ .. - Fmvsing members earth G p{eery dour m equal ro DA9.Fm 6em(og mervbers wiro .. c Rates sped g-16' R'es bsiglu-8' 0.421est Oranmequal wGhas Otm 0.99,Nc nail speewgastallbenduced m6inches O.e. r r- Number of 8d commas mJc a I Oct box sods(ice exiled)(4) - , '. 3. Te6uiated 6 inch o.a mB spacing assumes shathmg elmched w.fier/tam - „ - I: Prescriptive lions,me bored m assumption in Table 3.4. March-with G grata Iran m equal m 0.49 For frambug members whb0.42la I ' 2 Tabulated eoruxcdm rtquimmas,ncsume a but, locoed.Exposure C Than m equal b G kss than B 49.the nail spacings shag be reduced to _ • I• f �' 3 ivcha o.c. s _ 3. Wlia crib rg joins ee iosmll W parallel to rafleq tDe.m ofu s,toemils in the raft,and 4. Tabulasd 4 iech...mg speci.g ass rs.shmhivg attached w raRm/-taming } l• s t,' Celkigjav ahalf equal m exceed use mbutated vuwb,of-1.regovW. With G greN,thus,or equal to 0.49.For fre ing members wish 0.42 less than car egmt .4. To avoid aplifti.&no mare tlum 2 to®ils shall be bac alkd in cads side era raft,a w G loss,than 0 49,the mg spacings shelf be reduced to 3 imebes c.c. Y ' Ceilieg joist when fastrncd to a 2 x 4 top plow m 3 toaeils in each udc wlass festered to S. TabdaW veil spacings assume a b..0 g 1.rmed in Eapmon C:- F . • I f' e 2 x 41op plate m 3--its in each side wheat,(astead e 2 x 6 top pdac 6_ Uplift Stile Coonea•Ison Radre.aes(Rml-to-Wen.Won-to-W.R.and 12. WAUls"thi MCaddlse Attach tA_�ti ats-".I. Shath - - - Weg-w Wall Fo.ndadus, 4,5 Masmv®Nail Spacing fur es,CamroonNWa or led Bea.Nils•(eichIF o.c.) I 11 Sheathing lDcadm I_anal.amp spacing ofrftm 16- E+6 =12 I F.mirig spaem8-16" Roof spur-24' - 13.3,4 - - .. Numb,of es,-cat tags m IOd as.nails in each end of)V.x 2 gem a-p (6) _ ShaNInB bead.1-p,Ov,u edge zone.spaefttg f reftds-)6"-E•� P72 E - Nail>�i.gicipar ludo ties). .. I. Reacripda limits art Dined ro essmspdom in Tsbk 3,4. .. I 2 Tabulated uplift ratf insurers rdaume.b.Rdng located.Exp-C. F - Nan epacmg at imarmdiat astpppmts in toe pour)held ties) �W � _ II - 3. Tabubmd uplift ngvbame.s,am.me a.of and ceding aa,Dby dad load of 9 psf(0.60 x 15 pat)If a ceding assembly ls not comedod to the roof ass,.by, 1. Fee well a/cash�v lhie4 feet of We coasters,the 4 fdm perimeter edge zone A The mbulewd numb,of mils"I be horn sc-I by I mil m audt tad of the soap. Aetadtm,l requhumerrs,Wag be mad.- 2. TataulatId 12 itta o-a nilspacing ... .a_ _ .. ' 4. M'mvo®ASTM A633 Grade 33 slat soap. r 0,1 assmvm aui g or ce otc rat M to sod es it tcar equ y , • .. _ - WRbG gnat,tlimaequelw 0.49:For frmiisg membes 'd.0:421ess dim.equal To I-turn OA9,gate l shall be reducedro 6 meMs- 4 -- 7. Too awd Boalom Pleh to Sued Lateral Coovalbna sPmmgs _ -- --- ' _. 3. rabalarm 6 bah D.r.WW1 sparing asrima alieatning amebas m consortsi�a ba,.iag + E2G01- ej2,/��ri t� " . Stud spatial-IV WWI height-8' - 1,2.3 Maabm with G Vwwjbau or eq.al ro 049 Fa bamiog mmsa,s wi16 0.421eas thin • + - - --. - • - Requird gurnber d l low c.aimmmils m 40 0 box nib per emnectim l - Or equal tD G less than OAZ the l spacas@ s,h be redmd ro a o.e. p (3) - --_-_ _..._ - 3SF(V549 [5T L.3'TFi1F'.TcF E all-Ou.TE'!i.'3,'6AY5..-_ . - ding:gWvm¢dboxnews-shall be parmrtted wbe xvmimned fur y FRON c1Q1„601'r rTi tile-- Cass- IW .. 4Fmext,lorpmelsi - 1<:R7tPTCIZ_TTit--�g3Elt(;QiEC-gliKF��CsuuYeZrl.D J - • S eemis .+ - _ 6CAtV6OW bt.0'14VRAt .4L PFRCSNT fSCJR•!ER SOFE�'�ln$ RGy.a.'t70lttr+EA.50l�IT I.G. Y s 4 I : spacings amuoe an bm'Idmg beams,inExposure C. �... ChwE" k Eh,lwt 1. Jj° "M` BRUCE MUN'DESt NS - ' 6.INing(1 R JACK USFJkNBY,P MpliF7 Zb J_O` -sus ev: . 101bxa0y..bit M knot 2 CHATHAM, HA. - .. ttmel�wet�.'rr�.s�oe�OB-.tooyso sex - _ i f ._�1M75�N:1$T/�YL.SI PFY-TIE- __ 1 • - - _.1461-1=L OLL.�2 CI•/\V(Nn `�- 2ic T150[ME0.RniTEf{5_ �IP SSS.In-L4['YXIiTT., M¢.+�'gYVN.wE-144�tS�. -�bV RWL?u t,� WAN ET75� - --2:7.0. -xv) a. r f4 _ J I r ._t I -- _t)Elysta_. w�Know C� ,. . .. _MT-F .r wimu r - V , - ._. ____ _tirl xT s'_L:l_RIn4_E'„__._.: .. / _ •. :� � _ .. - - - cc '- 5EE-�EC.CL.4Q2.�µt •. /4.Tdfi-%+IIS=6.(-CY?>; ?�ZTSE� f• - ' • s , -4 C ry x e r [ - „ f �� .. :..- F7�` .o 'I _ _.� _l1�tt3S----' — - -- �` gym• �'. I ♦ i -' .. _ - -, - - lr}'ttT3C�T - d--8-♦^�'"low-mt- w FOk- S I S.: e y , ..5 .:)I-I�PTA t t CT-x YC"i n 'j.° Er°� BRUCE DEVCIN DESIGNS ...�r�..: oz J . .'� �= CHATHAM, MA. o� e .,•-0� wa 61a�k, - 7 :-f cell AF DESIGN SCHEDULE ELEVATION Leoching Area Requirements TOP OF FOUNDATION - 230CPO SEWER INVERT AT FOUNDATION 20.0 J BEDROOMS AT 110 PD/BCOROOM-SSO , - SEWER INVERT INTO SEPTIC TANK 19.B P TI MSK" ( 1 1 fLar z SE3YER INVERT OUT OF SEPTIC TANK 19.5 =0.7`1 G➢D/SF.'BOOK I98 PAGE 23SEWER WIERT INTO OLSTRIBUTION BOX 193 h/r Powf SEWER INVERT OUT OF DISTRIBUTION BOYMIN.LFKHING AREA Of SEWER INVERT INTO LEACHING SYSTEM 18.9 E BOTTOM OF LEACHING TRENCH I6.9 330 GAD/0.74 GPD/S.F.- N6 S.F.MIN. J ' WATER TABLE-NONE OBSERVED AT ELEV. 5.6 'J n - I ROP05ED SYSTEM 11'x JS'x 1'(FIT)LEACHING CHAMBERS _ SIDEWALL(12'+J5')r 2'.2- 188 S.F. ''••��$$ I I u s DEED BOTTOM(17'X JS') 420 S.F. [ +4 1]J.TJ'-OEED gY[NSIDN _ 608 S.F. C n rWHd - a4 . IP lOUN IJJ.50'-IP i0 ANGI£ANGLE S 1 J.69'-ROAD LDEEIN[TO AhGIC POINT \ ® NrAVKS . 4 ,\ PROP. WATER.. - I AA J LOCUS MATS .:'.... S C I AE' ZONING Of 7R.NC7: RF-I . OVCRLAY DISTRICT:'AP R' DRrvEWAr PROPOSED � � - . BUILDING SETBACK REOUIRENENTS U /+t/2 FRONT=30 SIDE- IS REAR. 15 L� z I L ,, LOCUS PROPERTY IS COMPRISEO OF: ASSESSOR'S MAP: 287 101: 113 .. DEEO BOOK 13.955 PACE 54 - - 25 OD,i Za LOT 1 0 PW1 BOOK 19B PAGE 23 F1 B 1 15 WA9HED STONE COMMUNITY PANEL NUMBER 250001 0006 D ;`, CiA.u.NAP ZONE C REFER TO 7BA DECISION: . O Lol t2z-+ I APPEAL 12004-086 - PIwH e009_544 PAGE 91 PLAN OF LEACH CHAMBERS rEsr PR z o h/F o'NEL f{ I 6 I PROPOSED"HOUSE q - _ moo _ .. Q K@ •y I' PROPOSED BRICK WALK / T.O.F. - EL 23.D i - i s NO SCALE_20 0� "IN. % - a \. " GENERA NOTES .. a .y I $ ; .TEST PR 1/ .. 11. - . H !i t - / ////. ',.23.00 .%.�/,'. DATED MAR`J A. -r WITH AL SiITL)EM C VCOF COMPONENTS SANITARY CODE DATED ACCORDANCE (.•`I. Z _ _ COMPACTED FILL r993 k ANY LOCAL RULES APPLICABLE. i % OR FILTER FABRIC. ANY CHANCE 70 THIS PLAN MUST BE APPROVED IN WRITING BY :.' P ONE J6 MAY. \ , FlNISkED G rW \ THE DESIGNING:CNLwCCR. //://'/,•]s.00:.:/ /:`� O ]/•'TO 1.1/1 - `. - fffnnn PROPOSED 16'r25'TERRACE - 30.5 C'I }• I - cs. - - - (EL 22.2) - DOUBLE - WHEN CONSTRUCTION IS COMPLETED,PRIOR TO BACKFRLINC, - .�\ F I F _ _ - •L EFfCCirvE< NOTIFY THE ENGINEER h BOARD OF HEAL7k'AGCNT FOR INS ` - - ED S AtLPESANITARY DISPOSAL SYSTEM I , • xi WASH TONE - ' SEC710N M PIPING TO BE 4'PVC.SM NO SCALE (7-I I LOT AREA - - - ±15,040 SF \ EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING SURROUNDING THE LEACHING FIELD FOR A t0.75 ACRES - DISTANCE OF 5'.PER 310 CNR 15,255. � \ � ••\ PLASTIC LEACH CHAMBERS. - HMARK NGVD CULTEC 330 UAL PRUET BENCHMARK SEE PLAN a OR EO . 6 GlC LOCATION OF UNDERGROUND VERIFIED ITHE FIELD ARE APPROXIMATE AND TU - cTo POAO 5A ce/DN SNOULO BE YERIfICD w ik.0 FIELD BrTHEAPPROPRNT(utlUtt..IITIP(OUMO -- -- CBLOPIPE _.12_ _ COMPANY PRIOR TO ANY CONSTRUCTION. 1AKEFONND — 6J B'•D I EDGE O PMEME T fi6 il:-DEED D EHSWM `+\\\ u I 1 80 Hyannis Avenue Hyannis Port,Massachusetts - lDt ! •. PUN eOOK 55 PACE 11 � PREPARED FOR n r, P` hIF •DOMRtt • .. �•.� 7 �t`7 '.} J [ _ Gregory Plunkett 1 f SN'EETSER ENGINEERING, INC. TITLE SOIL LOG; -IP-9529 DATE:9/30/99 Septic System Design - [D TYPICAL SYSTEM PROFILE _ SOIL D a, : BOARD OF : — tw`•"�•+DtR"1""ss - - BAXTER NYE ENGINEERING&SURVEYING 'lY.YOYD LOP Inl [ro At IIAt _ • D.YoronO: sV 1—-n,e 9'r—cv.`tx _ NOT'TO 'SCALE -- - TEST PIT I TEST PIT 2 �' rVSN[D —oc DKA 1AAK.noA sxc'IDv•roR1 - - - 15.6 3 15,6 3 RegistDlcJ Processional Eneinecrs and Land Sun'cyvrs r;y,O cRAOE O.(X D.eo..n.DA ANa4sr ro e-e[LDrand[ - .- - 78 Nonh St7DY1-3rJ FlOnr,Hyannis.Mzssachusefts 02601 Tw1r(p ala c•p UAn,..e s ,r9.9s.DA - 0 A LOAMY SAND 0 A LOAMY SANG - Phone.(508)771-7502 P.T-(508)771-7622 P�a SAD[ 12- 10 YR 3/2 Is- 10 YR 3/2 e I(AL) 56a.4a P•.0 2'(TO BE LEVEU 9- Cw - B B 10 O 10 20 �_ ✓. LOAMY S.WO LOAMY SAND - rf OL? ]e-(max)Ce.<' 10 YR 5/8 10 YR 6/8 --� css eMFlf D PK V 40' 39" SCALE IN FEET f/.� • su4... 21g4r t/B-+el/2• SC.4LEA'.10' I Peo,lwe [Fink K[N.,. l SAND G aP+uao<oAcuw STOP•- .00s '^ _ 10 YR 6 6 DATE:10 r9 2001 `t- fDOlr4 SI014. - 56-. / MEDIUM SAND REV. DATE: REMMKS / / , C1 10 YR 7/6 - 1- TO 26 01 Revise House '. MEDIUM SAND - 2- 04 76 04 Revise House h Drive ' 2.5 Y 6/4 3_ 4 20 04 Revise HouSe C. ( 730' 120' _ 5- 07 10 09 09 Rt, Ho—_ 8[-Ix O N - - - NO WATER ENCOUNTERED NO WATER ENCOUNTEREDPOF /-\ 1500 G4lON SEPTIC TANK DISTRIBUTION BOX 5'u - 6- 07 1 o0 — ❑Sions v i0 K w,_m DN A«Hl flMa[B\fI TD B(9151Ati(D M A lMl SIMK(BASE I RATE-<2 NIN/IN (EL.5.6) ' C4TA+wC MAt+IX C'`1 he ewe-P oe,. ,a o Et-5.e 0: 2D01 2001-74 su ve worksht 2001074se Gct-rev$.Ow / LU CULTEC RECNARGER 3J0 - - I JOBS 2001-074 O C1� O CFI 0 ' _ MP 4M1+t p'la5<E59'FS+• - . .. ' _ numn Lt II - ---•_ _-- —Ililfl 4l '1'I 1'-• f I - � ' I 1 _ 1 1 [� guy J I1 i,11j 11111 I I II fl' I� �. P I. .L�•f�lll.'�IL!�li�-��I�' Tt � - . �I I - _ oil IJ II l I I II '1 ;I -1 - . I 1 I n 'I t ..l_I_ e 1 d HILL\vORK :CF'C OI.tG . I ...{LUG Ll£I�TI C3lJ 1 _ �� I .. - �un.�vvf 1 Aar»c`ev i na....•...x'I'un.cnoa I _ _ � la•r u,v. rcc.lrno•� A 4 r.-ast- . - - - E 1 AYD:CSISf�UJIS<tITS 15'R)<`/Uum - - L- L T`T ie'o`••/rvPeat`Y , 4 � .1•,•, .cnUc-Moan(IOR EOV^a - - } F Tv'391F"� MWJ 6! . - .. UV[V.+^t -.. .__ � ` I I J°wt•«,`Nro•lle!1(e-,1"t•dl naA.•'l ' .I�I D .-__. - `I I� I 1 - -6 - _ ♦rv.n ctiv`t yll.lc<6 --_- '�.r.l I ,I I' - - - 4 I Cw acaO- _ 1•I - sea neTrtT:a.1r•.t ._ tnA..wN v I'+l.ry c.. tt NJ 1 ,rl{A11J1 1 I'' r n Clnn0. wrapeAnS• --- _ - f -T"'1 III I ' _ A _ _-_ • - _�'�-1;�"III ' _. ...__ ._ � , ILrJlpll Le....<nnY,n�a I 11�i�II 11,1 Il.trl - Iw.cw Lm•+, son L — _ � ---- �_. ._.. -I -I ' I. _C2�SUT'�ViC'SIOhI .1 I slc w.•nra5 a AS n+e-tt*.u+<n.,.s l�0.o...lw`y ea ui• - i LELJJF_.EE6LIFt�BEfiIJ�Fu cF . BRUCE DMIN DESIGNS IAOE Le1MiT. il[T n�JUL4'n:tTl "`�" - • _ t �,,�.��},;,..a CNATHAM, MA. � 80 NYA rJ N![.tvp,r NVA N�7BPoKl•�F•�l • DESIGN SCHEDULE ELEVATION Leaching Area Requirements TOP OF FOUNDATION 23.0 4 BEDROOMS AT 110 GPD/BEDROOM - 660 GPD ®� FINISHED BASEMENT FLOOR 15.2 SEWER INVERT AT FOUNDATION 13.9 ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA.-GPD 22.0 SEWER INVERT INTO SEPTIC TANK 13.5 POND LOT 2 SEWER INVERT OUT OF SEPTIC TANK 13.2 PERC RATE _ -!5L MIN. / INCH (CLASS 1 ) PLAN BOOK 198 PAGE 23 No 23.3 • SEWER INVERT INTO DISTRIBUTION BOX 13.0 I N/F POLAK SEVER INVERT OUT OF DISTRIBUTION BOX 12.8 LTAR = 0.74 GPD/S.F. �, I ` SEWER INVERT INTO LEACHING SYSTEM 12.6 MIN. LEACHING AREA OF SAS. : 11014 I 2 BOTTOM OF LEACHING TRENCH 10.6 Irk WATER TABLE - NONE OBSERVED AT ELEV. 5.6 440 GPD/ 0.74 9PD/S.F.= 595 S.F. MIN. LEACHING ht L 2 4 2:PROPOSED SYST6 1 ' X 4 ' X ' E 40 0o I n \ NG CHAMBERS m V, �o ti� I IP FOUND 8 S 64.30'05" E IP FOUN \\2 7 485 6PD W/LEACHING AREA OF 696 SF 133.50' - IP TO ANGLE POINT �� 1 23.0 1 133.69' - ROAD SIDELINE TO ANGLE POINT FI1fAM11S \ HARBOR i 2 1s _ _ - \ ,9.3 LOCUS MAP l NTS 17. .15.6 \\ l ZONING DISTRICT- RF-1 OVERLAY DISTRICT AP -44 2 2-2 ' BUILDING SETBACK REQUIREMENTS $I #11/2 50.o t ��/ /25;00' /� /,�3 \ ` 1 FRONT= 30 SIDE= 15 REAR= 15 I S 1 22.2 I + 1 \ \ , 22.8 \ l \ LOCUS PROPERTY IS COMPRISED OR I22.2 \ \ \ r ASSESSOR'S MAP: 287 LOT: 123 -1.5" WASHED STONE� ;;�� PLAN REFERENCE: PLAN BOOK 198 PAGE 23 19.0 r \ N \ 1 \ , yr.r " z� COMMUNITY PANEL NUMBER 250001 0006 D \ \ \ ;'` ` ' • . '= < };'�: . F.I.R.M. MAP ZONE C \ PROPOSED HOUSE 8 \ f 3 PROPOSED BRICK WALK 8; \ T.O.F. = EL. 23.0 \*'5.6 \ 20.2x \ 44' \ \ \ N LOT 122-1 1 \\ \ \ & PLAN BOOK 544 PAGE 91 M 19.2 ,� y 16.5 ` TEST PIT `\ \ �, N/F o•NaL PLAN OF LEACH CHAMBERS ` N N 'f 15.7 i w \ / . 28.00'/ \ \ NO SCALE cy_, , \ / I \ 22.3 `� \ 15. g M i \, w \ ,po I 115,040 SF \ /8 PROPOSED DECK I +0.35 ACRES GENERAL NOTES � WATER w �- � 25.00'/ TEST PR 1 I `�.\ _ 10• ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE �i I pROP•_�- w �\ FINISHED GRADE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, �y \ m®r" zg COMPACTEDFILL 1995 do ANY LOCAL RULES APPLICABLEZ36"MAX. �"IIN. � PEASTONE 4. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE DESIGNING ENGINEER. �+ 21.8 �\ o z \ ` 20 \\'` a •" 3/4" TO 1 1/2 " I j5p •. : ' DOUBLE WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILIING, (, I \ •• ` a' WASHED STONE NOTIFY THE ENGINEER do,BOARD OF HEALTH AGENT FOR x \ IN.S QECTOd,PRgPOSED SHELL DRNE 17.6 21.215.2 s 6.3 AND PARKING AREA �,� $� 1 \ --- - \ SECTION ALL SANITARY 'DISPOSAL SYSTEM PIPING TO BE 4" PVC, SCH. 40. \ r - ------- -� `�,� \ NO SCALE IXCAVATE.AND REPLACE ALL UNSUITABLE MATERIAL � _ a� rxu���r: �>~� S,t��'lai"E+d� k�'"" }}s! \ • \ I 18.7 RESERVE AREA 1$ I / �,. .{+ r7'(,irr t`i�. il tT 4:. �U..-.. ''}__ t'':.: "�;�_, _,,.t, t,s�,�-n,< "L�. ;t_,�+tT�:. '-+F .t' \ \ L7 SURROUNDING SURROUNDING THE LEACHING FIELD FOR A \, \ j A L v C \ I / LEACHING SYSTEM \ PLASTIC.H STIC LEACH CHAMBERS DISTANCE OF 5, PER 310 CMR 15.255. - - ---- \ � 17.3 --t'6'i''- 'U 14.4 \ \� No PRIMARY BENCHMARK : NGVD \ \ ALL PIPES TO BE SCHEDULE 40 PVC PROJECT BENCHMARK : SEE PLAN \ 22 \\ 16 b z bz _ 63 LOCATION OF UNDERGROUND U17UTIES ARE APPROXIMATE AND o \ w DH SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY BENCHMARK 16618' - CB TO ROAD SIDELINE AND PK NAIL OLD #257 \ \ 163.09' - CB TO IRON PIPE 15.6 16.0 20.4 46.42' COMPANY PRIOR TO ANY CONSTRUCTION. �.23.2 23. IP FOUND i i 17 ELEV - 23.83 NGVD I 23.1 E FOUND 19=- y - N 6348'40" W EDGE OF 15.9 20.4 S 64'1 T22" E ._._ '-- v 23.83 I 23.0 l EDGE OF PAVEMENT _ Z 22.8 ` `,, � I16 00 `. 3 80 Hyannis Avenue o 15.7 ( o �� Hyannis Port, Massachusetts � LOT 5 23.6 PLAN BOOK 55 PAGE 27 PREPARED FOR Q �11/3 N/F DOHERTY 23.6 Gregory Plunkett � . 24.42 Fo ND253 SWEETSER ENGINEERING, INC. TITLE SOIL LOG; #P-9529 DATE: 9/30/99 Septic System Design SOIL EVALUATOR: BOARD OF t-1NISHED cItADE _ 22.0f TYPICAL SYSTEM PROFILE red Dumas HEALTH AGENT .", OWN" ;� BAXTER, NYE & HOLMGREN, INC. TOP of D. Morondi FOUND. - 23.0 • 'r WITHIN 9" FMfSH GRADE NOT TO SCALE 4• PC Vw TEST PIT 1 TEST PIT 2 Registered Professional �-; •-: FnvmED MADE OVER TANK = 1s.5f 15.6 t 15.6 f Engineers and Land Surveyors OVER D. Box . f 7.5f 812 Main StL�eet, Osterville,MA 02655 ..� D GRi10E OVER LF�ICHING SY3'IM . 1 x O* 4' A LOAMY SAND 0 A LOAMY SAND 3' (m . 10 YR 3 2 �. 12 / 15w 10 YR 3/2 � Phone-(508)428-9131 Fax- (508)428-3750 4" SCH. 40 PVC _ H Of M,q FIRST 2 ('TO BE LEVEL) � cn (TYPICAL) 4" SCH. 40 PVC „ 9" (min) Cover B B . 36" (max) Cover LOAMY SAND LOAMY SAND Tt.PHEN SN 10 0 10 20 o 10. 40* 10 YR 6/8 39. 10 YR 6/8 � o FINISHED `:'. � awn r SUMP J% 4" SCH. 40 PVC 2-Layer 1/8"to1/2" 0.9021a " SCALE IN FEET j BASEMENT' Peastone lfi1CFIMG C1 LOAMY SAND C FLOOR 1 5.2 ..�. -•r :.� - g- CRUSHED Slope = 0.005 min 10 YR 6/6 NAL '\ SCALE:- "=10' DATE: 10/19/2001 REINFORCED .. -J SroNE 56� MEDIUM SAND v j 1-0onNc 4" PVC 10 YR 7/6 Y REV. DATE: REMARKS C2 MEDIUM SAND 120' 2.5 Y 6/4 120' - 1- 10 26 01 Revise House - 2- 04 16 04 Revise House & Drive e 2 No WATER ENCOUNTERED NO WATER ENCOUNTERED 3- 04 0 04 Revise House - 4- 06 04 04 Rev. Drive & Gradin 0 1500 GALLON SEP77C TANK (H-20) DISTRIBUTION BOX (H-20) 5• MIN o TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE RATE= <2 MIN/IN - 5- 12 01 04 Old. Drive & Grading DR ww NLwR r Observed o No Groundwateser CN CULTECO RECHARGER 330 0: 2001 2001-74 surve worksht 2001074se tic1-rev3.dw 75 JOB # 2001-074 N G I N LOT 2 \o I PLAN BOOK 198 PAGE 23 N\o N/F POLAK ZONING DISTRICT: RF-1 W n S 64!30'05" E OVERLAY DISTRICT: AP I IP FOUND 133.50' - IP TO ANGLE POINT SILT FENCE IP FOUND 133.69' - ROAD SIDELINE To ANGLE POINT BUILDING SETBACK REQUIREMENTS FRONT= 30 SIDE= 15 REAR= 15 Z E � I LOCUS PROPERTY IS COMPRISED OF: � w �I M Q ASSESSOR'S MAP: 287 LOT: 123 y LOT 1 0 PLAN BOOK 198 PAGE 23 F1 DEED BOOK 13,955 PAGE 54 0 I 24 9' n COMMUNITY PANEL NUMBER 250001 0006 D 24.9' i o N F.I.R.M. MAP ZONE C I 0) o N EXISTING FOUNDATION N o w LOT 122-1 M T.O.F. - 22.3 bo o N PLAN BOOK 544 PAGE 91 REFER TO ZBA DECISION: m ; t 0 (LOCATION DATE: 11/23/09) ' �� N/F O'NEIL APPEAL #2004-086 Z a- i to 25.0' N p I n Z v Z 12.9' 7.0' 0.1 4.9 N 1 MM I i� t15.040 SF W I N t0.35 ACRES BENCHMARK I SITE LOCATION: PK NAIL OLD #25 i / ELEV = 23.83 h IP FOUND SILT FENCE 166.183.09 - CB TO IRON PIPE CB TO ROAD SIDEUNEDH 16 FOUND 46.42' 80 Hyannis Avenue ----EDGE OF PAVEMENT N 63'48'40' W EDGE OF STONE c GATES 64'17T22 Hyannis Port, Massachusetts d LOT 5 0 PREPARED FOR 1 0 j I � PLAN BOOK 55 PAGE 27 3 Gregory Plunkett � I N N/F DOHERTY n'n TITLE Foundation Certification Plan i BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street, 3rd Floor, Hyannis, MA 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 20 0 20 40 SCALE IN FEET SCALE: 1 = 20 11/24/09 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS No.L 74 REV. DATE: REMARKS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDEUNE AND SETBACK �,�� �fGISt REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. CPP THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY ONES. DRAWING NUMBER 0:\2001\SURVEY\worksht\2001—074CPP.DWG �PLS w NYE ENGINEERING do SURVEYING DATE 2001-074