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0015 PINEY POINT DRIVE
Nl •§t s ® � i. ^r < a. _ • r. • e 1. o , N , 9 . , 1 a .. 0 e u . _ Town of BarnstableBuilding Post This Card So That it is;�Uisible�From;the Street Approved Plans Must be`Reta�ned�on FJob»end thin Card Must�be Kept � �; � �i.�, Permit "ram' Posted Unt�lFina):Lnspection HasBeen 36�p.' •lam ,�, ��f�' x� fez,� . ..�. ��, ,- .�� R. Where a Certificatesof Occupancay is Requ red,such Buildin"sfiallrNot be Occupied until a Final Inspectionhas been made r s . •, r Permit NO. B-18-1228 Applicant Name: RONALD J SILVIA Approvals Date Issued: 04/25/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 10/25/2018 Foundation: Residential, Map/Lot: 228 155 Zoning District: RD-1 Sheathing: Location: 15 PINEY POINT DRIVE,CENTERVILLE f Contractor Nam RONALD J SILVIA Framing: 1 Owner on Record: HENRY,DAMES C&KATHLEEN C ContractorLicense` CS'=016932 2 Address: 58 MONTCLAIR AVE Est Protect Cost: $10,000.00 Chimney: WEST ROXBURY, MA 02132 . Permit Fee: $ 101.00 Description: 1st floor:one car garage(existing) 2nd floor playroomic anged Insulation: Fee Paid. $ 101.00 from storage ate D 4/25/2018 Final: Project Review Req: _ r `' Plumbing/Gas la Rough Plumbing: . .._.'. Building Official a Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl anon and the'approved construction documents for which fhis permit has been granted. . All construction,alterations and changes of use of any building and structures shell be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road a d shall be maintained open for:publc inspection for the entire duration of the work until the completion of the same. c Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and FirefOfficials are provided'on this permit. Minimum of Five Call Inspections Required for All Construction Work " Rough: 1.Foundation or Footing •••• •• ,:• g 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firestflue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). - Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT . Application Number.. ..... ...............a .......... .... RARMABIX Permit Fee.......................................Other Fee........................ MASEL 163 -7, Total Fee Paid................................................................ ...... Arovaiby. Aor . ... .o TO" OF BARNSTABLEPermit /" BUILDING PERMIT 2-Z8...........:.....Parcel...:. ....................... APPLICATION Section 1— owner's information and Project Location�tDIAIG 0�P, Village Project Address ?o nt-D-RISIC- - , IVIVop �ffn r� QA HA Owners Name dame'57 C. CUBj)CA Owners Legal Address Avg State. uft�zip City Owners Cell# Section 2-Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet E] C I ommercial Structure under 35,000 cubic feet El ' Single/Two Family Dwelling Section 3 -Type of Permit ❑ New Construction F1 Move/Relocate F1 Accessory Structure Change of use F] Finish Basement ❑ Family/Amnesty El Fire Alarm ❑ Demo/(entire structure) El Sprinkler system Rebuild El Deck Apartmerit F� Addition 0 Retaining wall ❑ Solar Section 3 -Type of ❑ Structure Chan�use Accessory �tru ��Change of xJ.....I lz,..l nr_ate c S Renovation El Pool 0 insulation Other-Specify Section 4 -Work Description G, Cap 0 rcuc?C!. (0 T md md.9ted-2/9/2018 Application Number.......... Section 5-Detail Cost of Proposed Construction 4-A c bo- Square Footage of Project Age of Structure t ` : , ; Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms (proposed) ) 110 MPH Wind Zone Compliance Method ❑-MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics [.Wiring ❑ YAtorage [Smoke Detectors ❑ phtffibiag ❑ ❑ n Heating System ❑ ' ❑ Min i 5ptl-t Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District. ❑ Old Kings Highway Debris Disposal Facility: 1�� b2 I am using a crane ❑ Yes [;�No tC lad Section 7—Flood Zone Flood Zone Designation Z.dr)c Within or adjacent to a wetland, coastal bank? Yes U No ❑ Section 8—Zoning Information Zoning District J. Proposed Use Lot Area Sq.Ft. °2-4 A(ZES Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) i Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No { Last undated 2/9/201 S r Section 12--Department Sign-Offs a Health Department ❑ ,,oning Board(if rega r d) ❑ Historic District ❑ Site Plan Review(if re#) Fire-Department ❑ s Conservation ❑ For commercial work,please take your plans directly to the fire depa,*=ntfor approval Section 13—Owner's Authorization js Kathleen. C. and James C. Henry , as Owner of the-subject property hereby authorize Ronald S. a to act on my behalf,in all matters relative to work authorized by this building permit application for: Piney Point Drive, Centerville, mA (Address of job) �- April 23, •2018 S a e of Owner date Print Name r a a Las!updated:2/9/2018 Section 12—Department Sign-Offs t Health Department Zoning Board(if required) ❑ i Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ _ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 -Owner's Authorization I, Kathleen C. and James C. Henry as Owner of the-subject property hereby authorize Ronald Silvia to act on my behalf,in all matters relative to work authorized by this building permit application for: 15 Piney Point Drive, Center'vil1P, - MA _ (Address ofjob) April 23, 2018 Signature of Owner date F ' Print Name Last undated:2/92018 4 Application Number................................ Section 9—.Construction Supervisor . Name ]f'1 l sj f a Telephone Number �S- ?Q -- t l� Address 17 84 A I N T- City r 1(I e State KA Zip 0 2fp E 57 C o�rl�h'L17 License Number CS- 0169 32 License Type expiration Date Contractors Email SI LVl Re S i LV I F} Rn D S I LUI A Lc)mce11# 08 (0-3 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. f Signature Date 1. -Z:3 - Section.10—Home Improvement Contractor Name r7h �� Gi'- is TelephoneNumber GAR— qq(+ Address �T City ���"�Y�(��,� State Zip (3 2,G5-5 Registration Number ,C (o�Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature_ �l.�IUA Date LA-Z3-1�- V Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature - Date APPLICANT SIGNATURE Signature_ r��_Q- R Date Print Name �l'l� cJ d Telephone Number 500 -42-o -ct 4 q I E-mail permit to: j d y i A cv --3A\j i a a1 C' `i 1 on, Co fll1 7 n..F.....i..ae.i.I1/n^m O �-- _ . �"' . O(fte41'�QPSumai�ffxirsF:�+�siAessReipR�rn g� HOME IMPROVEMENT CONTRACTOR et Registration• 1627 TyO ExpiratiOA 6 8 PrWato CO'Ppra'o" E stLviA&SILV►A k6aid Shwa 1284A MAINST- tx — OSTERVtLLE MA02M Underseerdtasy ConuTionweatth of Massachusetts f}m!aon of Professional t.icensum s Board otSudding Regulations and Standards sor .... CS-016932 L, ; T 1�!,1res.1^It18mllb RONALDJ S'IU4 * i 44 tCE YALLt�RD� OSTERVIU.EAi!{ 12fi55 {t* .Y ,y("�wi cTf 4u Commissioner .- �-- Ye V Y Town of Barnstable Building PostT,his;Card So That it�sV�sible Fromhe StreetApproved Rlans.Must be Retained on�Job antl this Card Mu"si be Kept X <g rZ,,,Y r _ : � t x 4 • M^ Posted Until Final Inspection Has Been Made x � � ' .. rm 163Sk ♦ .Z v u s ,,,? � ' ei mit Where azCertificaterrof Occupancy�s Requirsuch�Buil'dmg shall Not-be Occupiedxuntd a Final�lnspection has been�made��'� Permit No. B-17-3603 Applicant Name: SILVIA&.SILVIA ASSOCIATES, INC. Approvals Date Issued: 10/30/2017 Current Use: Structure Permit Type: Building-Demolition-Accessory Expiration Date: 04/30/2018 Foundation: Location: 15 PINEY POINT DRIVE,CENTERVILLE _Map/Lot_ 228-155 Zoning District: RD-1 Sheathing: Owner on Record: HENRY,JAMES C&KATHLEEN C a Y Contractor Narne,,r RONALD J SILVIA Framing: 1 Contractor.License: Cs=016932 Address: 58 MONTCLAIR AVE F 2 WEST ROXB.URY, MA 02132 . Est Protect Cost: $10,000.00 Chimney: o ,.�Description: tion. demo existing one car a Pe'rmltFee:garage. $50.00 Insulation: Fee Paid $50.00 Project Review Req: 7 Date 10/30/2017 Final p� .� Plumbing/Gas Rough Plumbing . Building Official Final Plumbing: M' Rough Gas: This permit shall be deemed abandoned and invalid unless the work adthorized'by this permit is commenced within six_months after issuance. g y . All work authorized by this permit shall conform to the approved application and the,`approved construction documents-for which is permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning�by law and codes. X This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspect on for the entire duration of the work until the completion of the same. Electrical >3 Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and`Fire Officials areprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work tiN Rough: 1.Foundation or Footing ._R. a . 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT ISSUED RECIPIENT CAM Town of Barnstable 1 ""'YA ..'. v- r `� S• ., ,-:> `„" ..:sR. ? Q gip, ., ,..,., ,,,: x ¢ '. wrxsrxPost�This Ca�d�So That rt is Visible From the Street Approved Rlans Mustsbe Retained on Jo.b and this Card Must be Kept v b ," Post39. et UntilFinal Inspection Has Been Made s v.,. 45y• ; ° Where.i�o-..a Certificate of Occupancy is Required,such Building sh°all Not be Occupied,until a Final Inspection'has been made el lt Permit No. B-17-3604 Applicant Name: SILVIA&SILVIA ASSOCIATES, INC. Approvals Date Issued: 10/30/2017 Current Use: Structure Permit Type: Building-Detached Garage-Residential Expiration Date: 04/30/2018 Foundation: Location: 15 PINEY POINT DRIVE,CENTERVILLE Map/Lot: 228-155 Zoning District: RD-1 Sheathing: Owner on Record: HENRY,JAMES C&KATHLEEN C Contractor Name RONALD J SILVIA Framing: 1 m O2 LEO !� Con_ractor License CS-016932 2 Address: 58 MONTCLAIR AVE „ WEST ROXBURY, MA 02132 ;• *Est Project Cost: $85,000.00 Chimney: s. Description: construct a one car garage with storage area second floor: Permit Fee: $533.50 Insulatio V, Project Review Req: ; Free Paid: $533.50 _ Date 10/30/2017 Final �? f �r Plumbing/Gas 5 Rough Plumbing: S Building Official' i t Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six p.khs after issuance. g All work authorized by this permit shall conform to the approved application and the;approved construction documents for whkh`this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoriingiby lewsand codes. final Gas: This permit shall be displayed in a location clearly visible from access street&road,and shall be maintained open for,pp -ic inspection for the entire duration of the . work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,the Building an Fire Officia o ls are provide n this permit. Service: Minimum of Five Call Inspections Required for All Construction Work ; 1� '' Rough: 1.Foundation or Footing �`... g 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health .x 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. final: "Persons contracting with unregistered contractors do not have access to the guaranty fund",(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1'7- Map °2 a� Parcel LSD Application # .6-/ 7 60 Health Division Date Issued Conservation Division ` Application Fee Planning Dept. 19 2011 Permit Fee (5 3 Date Definitive Plan Approved by Planning Board _.. nc Ij p°STABLE �Pg D s� Historic --OKH _ Preservation/ Hyannis �lll�flL�o Project Street Address P1 f)e.0 filio- ' Z)ri J.e Village l:tn42rO ll2 Owner\_TQ FYBS Q`- 31P.w, ZY;rU Address) Avea.Ans3 Telephone . g a4 ht i Permit Request �J I�tU L=X15T'l�l>G. 6MT UP—GAME 7JQ.tED GA M�O�E CAP, MM S TPEg E 4 P. N S L"COUP FUCCE Square feet: 1 st floor: existing 3 2 y proposed W(S 2nd floor: existing a proposed A§V Total new ZoningDistrict �' Flood Plain ?_60 C, , fu`" RSE Pi S-j zter N � Groundwater Overlay ovc-yz�a Y ni g;�uct Project Valuation 000�` ' Construction Type f Lot Size 0-Af / C t, Grandfathered: .N Yes (NNo: If yes, attach supporting documentation. Dwelling Type: Single Family tZ Two Family ❑ Multi-Family (# units) Age of Existing Structure Y 7 YkS I UO Historic House: ❑Yes I No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout J�Other SLAGS Basement Finished Area(sqA) O Basement Unfinished Area (sq.ft) o Number of Baths: Full: existing 0 new (0 Half: existing n new a o Number of Bedrooms: O existing _Onew Total Room Count (not including baths): existing ('� new I First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other N oN l: Central Air: ❑Yes No Fireplaces: Existing 0 New O Existing wood/coal stove: ❑Yes U No Detached garage:tid existing I new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # a016 -0'1 z Recorded �11 Commercial ❑Yes 4No If yes, site.plan review# Current Use G/S RJl GL= Proposed Use r A RA G E APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �Oyl.oad S I l V io Telephone Number Sd �Id®~Q'-4 1 1666-0-01q�3 Address (f a w S�c License # Home Improvement Contractor# Email P-5LLViA� SLL/14A i) Slt V14 . Cowl Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO / eA4) 00s �e:�-vtCPS ✓� IJ9'G� SIGNATU DATE /0 L8/17 FOR OFFICIAL USE ONLY '> APPLICATION # - DATE ISSUED MAP/PARCEL NO. f ADDRESS VILLAGE OWNER DATE OF INSPECTION: o FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL II FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Office Ofbr ro 690 WmfifivtoA et s ont A 02111 Workers' Cumqpensmfi=IIIsm-=ce Tzhm't B l ms AmAiegmtTnfrn-rnaf na Please Print cj7tyj�� TIT rv1LLE 4 S0,'5' -100 XT6 3 Are you as emplayer?.Checkthe appropriate bat: =Fly of project(r I. Iama 4. ❑I=a geaecal c� �ciandI = l * lmge lxiredtSse 6. W ldeu aoostr employees(W andfar parWime:- r�doz&e attached sheet 7- E]� 2.El am a sole ar psrtaes- deling ship and have no ea pkyem These seh-c .have �emai sw in andbm *.- 9- ❑B.uilEing a&iNcM LNO wodmw Camp.fincram-L, Comp-Try-M M11,reTae& x 1 5. ❑ We are a zatporafim and its 10-❑Elecixl repairs or ads 3.❑I am a,homewer doing all work affimers have esetcsed their 1L0 P3nubmgrepaiss ar adcuorm ' xigbL of 1 M it>s�ce �Y�. �g1{ have an, 12.❑Ifrepaus emplayam[NOwo&e& •A �c R�alsosn�� br� ate .* �f> � #13. mea�m 59tm&07is EMIWZ &epmg3 sgszMk MA&eahim zatsa�c =lStEnNimicaaEsv indirmtim sac$ lane=x-X west m.a shad dwzjj3g then—of fts�-a xudsts&-whedm ar atlhm I e lam eycp sr ffiuPifigrQui�iug ywr7�ers'raur�,e�tsm`tart iusurarme yr curls Befeiev is r3�sFtrScy ar�d jpFi sites insarar,mcampany HAMFOILP ON EfZWELtTLCKS IMS -AP, •Pu&cg�or9elf-irns.Iia�: � S�Dyl3�'83107(0�.17 � a4�o�-�,o� o sob Sites PI IUr Y Po t tV T bP.�VI` CC-iUE�yll!E I K� 0�,6 3 Attach 2 cgpp of the warkere compeosaflaaPolicy dedwafim pap(Amwing the FQRcY number and e=phwHon date). Fail=to samm gage as reTiiredunder Section 25A o€MGL m I52.:an lead to lie imposition of coal per Nes of a fiae up to SUOD Oa aadfor one-yearim}rism as win as eigsl peualE e5 ja the firm of a STOP WDKK CEMR and a Effie of np to$250M a day a the violator. He adiised find a copy-ofthis stalmemtmaybe ceded to the Office of Iageftafioas offhe DIAL for cc�vetage Ida Fm7by a=bragandp8r�af�s a;�ger�ury fhatt3�a a farnaa€zcr�prot�da7rt abat�a is true and ecrreGt Date, Pi�oaee� STJB ~40b,-a4�� O rsP-aHY: Do rat Wits in t a a,&fie=ipfe&d 5f C4 Arrtow fiffidaL City or 1 aww Perm3ftTicemse 4E 1=ing Auffigray(drck O e): L Saar3 of Heal& MY Bwffirmg Dqmtmeirt 3.Brown Cltxk �L E€ectrieal htspectm' 5.Fig Iuspecfar 6.other Contact Perz= ?how ft 6 �/:•I._ ..In.�\.. �!■�: .■:..i� .-/ff.:._ 1 �±f■t. ••iiF 1• n ■• •- •••t/A�!F r■la■■.�!tl.Y:{/•1■ i•1 [\- ■ �\•/. ••��,. '■■ _.Yt■1 e• ■t 1 Y_It•1/ ..t IIIII 'A ■.i/1■�! - - ■ -F•■ 11 \\ - ti� • :..loom .Ja■ :.t r.l•Ia r •1 ■.■ M•.. 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' °ia :n. r.0 •• . •.•n -I are { n nI• . 1•••1 ••• • ■■- O a t q.1 I •�a •j/g■ OIbIw..O.•�-• •• 4 - Mt n n^1 n_ . • • a u i■ :u. raa rn. i< a ►;.n • G■•.•t Base . al ra •II r. a :a 1t■ •.e\ •••a •I MrI /�■ •.Y_•Vall • ►ra .1 •�•n 1`a• 0 .#ai/ [• ..e .•Y■t w . ►.IIa•• V1_ rnasl - ■• Vi,l■ • t Aral 1 aL .•1/t ►. .:a a \�:r.nl � �■fit{ �• ■• r•/■■1• i,{" !a : ■!/_ B ■r • ■ •.+.•:•■■lt •t • .1' 1■ as.t\. •■a a■ :••.t•r. In ■n r\•. :{!na :.e\ a.■ a •.. ■. .r■ ••�,.■ata ll �.:. as■1 c/•. .,.`. ImAlr•!nI- -onto r_►. ■teas•r )•ass• ••■:;• �_ •In3:.y�: �►�•c,■ s. r Ila • srlt•= : • • a -0115 20-1 �/ 1 nCw�lll�� r. REILLY ELECYR/CAL CONTRACTORS, INC. 110 Old Townhouse Rd.-So. Yarmouth,MA 02664 ` 508-771-2040-888-GO-RELCO•FAX 508-760-1425 - October 16,2017 Y Mr.Ronald Silvia Silvia& Silvia Custom Builders 1284A Main Street Osterville,MA 02655 " Re: Garage Demolition 15 Piney Point Centerville,MA Dear Mr. Silvia, All power, telephone and CATV services to the existing garage have been disconnected in there entirety. From an electrical and communications systems standpoint it is safe for the demolition and removal of the subject structure. Please consider additional utilities such as water, sewer, natural gas,and/or propane; etc`... as'well as. contacting Dig-safe prior to demolition and excavation. Should you have,ay questions and/or concerns,please do not hesitate in contacting me at any time. Yours Truly, ,.. Scan A. V A 14W6 4 Scott A. Ventura Director of Operations . Ur.15 Piney Point Gauge Demo Electrical Con&ajWng-Design•Service&Maintenance f Braga Bros. 41umbing & Heating Barnstable October 6,20.17 To whom it may concern: On October 5ei,2017 Braga Brothers has performed an inspection at the property located at 15 Piney Point Drive, Osterville. - We have not found any plumbing(water,gas or sewer)within the footprint of the detached garage. Please contact us if you have any questions. S cerely, Alex Braga. President 110 Breeds Hill Road, Unit 5, Hyannis MA 02601 Phone: 508-827-4260 bragabros@comcast.net Visit us at www.bragabros.com and join us at www.facebook.com/bra abrothers r Massachusetts Department of Public Safety . Board of Building Regulations and Standards • License:, CS-016932 , I Construction Supe\�-1rvisor,. RONALD J SILVIA_ 44 ICE VALLEY RD t ® k i 7t ' OSTERVILLE MA 02655 , Expiration: Commissioner 11/1812017, �', fie�parnirraaruoetcCl/z a�c�/�Ccz:laac�u�eCta 09 i Office of Consumer Affairs&Business Regulation .. HOME IMPROVEMENT CONTRACTOR Registration�a� p1627 Type: Expiratlion 724t0;1 8 Private Corporation SILVIA&SILVIA ASSOCIATES INC. <Ronald Silvia ifY, I. ... 1284 A MAIN ST. =- OSTERVILLE,MA 02655 s Undersecretary. a c • s • 3 ,sic Ro® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 10/05/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT NAME Kathy Silvia : The Fair Insurance Agency Inc. aHc r o Ext: (508)775-3131 n/c,No): (508)790-1677 619 Main Street AnnRREss: kathy@thefairagency.com Suite 1 INSURER(S)AFFORDING COVERAGE NAIC I! Centerville MA 02632 wsURERA: Berkley Assurance Co INSURED INSURER B: Hartford Underwriters Ins.-AR 80411 Silvia&Silvia LLC - INSURER C: P.O.Box 430 - INSURER D: - 1284 Main Street INSURER E: Osterville MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1710501620 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - POLICY EFF POLICY-EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE ORENTELF_PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5,000 A VUMA0121721 08/01/2017 08/01/2018 PERSONAL BADVINJURY $ 1,000,000 MGEN GENERAL AGGREGATE $ 2,000,000 POLICY ❑PRO- ❑ JECT LOC PRODUCTS-COMPlOPAGG $ 2,000,000 OTHER: • $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS - - BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY - Per accident� $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION " AND EMPLOYERS'LIABILITY Y/N STER ATUTE X ERH B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A 6S60UB5831076217 04/01/2017 04/01/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under ' DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) , 15 PINEY POINT CENTERVILLE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF BARNSTABLE ACCORDANCE WITH THE POLICY PROVISIONS. MAIN ST AUTHORIZED REPRESENTATIVE ' HYANNIS MA 02601 � '�� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD a• �t Town of Barnstable Regulatory Services t . Richard V. Sca%Director. Building Division- PaW Roma,Building Commissioner 200 Main Street,Hymmis,'MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as owner of the subject property hereby authorize Onak tD c�1�V l('� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and-accepted. C F ` tyre of Signature o Applicant NI(77 t Print N-wne i y4 7NIMe. 0 Date Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable e Regulatory Services �IHME r Richard V.ScaIi,Director ti Building Division IMMSrAMte. = Paul Roma,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": . name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occuQied 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. DEFINMON 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 Rerformed 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 "1 with Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply y wi, the State Building Code Section 127.0 Construction Control. ` HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack-Df,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 p'arf,of:the permit application,that the homeowner certify that be/she.understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 P17-36; HENRY Garage—Silvia&Silvia.; 15 Piney Point Drive Drive,Centerville, MA 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph J WindExposure Category.................................................................................................................................B _11 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories 52 stories J RoofPitch ..........................................................................(Fig 2) ...................................6 or 12/12_5 12:12 J Mean Roof Height ..............................................................(Fig 2)....................•........................._20—ft <_33' —4 - BuildingWidth,W ..............................................................(Fig 3)............ ............................... 18 It 5 80' J BuildingLength, L ..............................................................(Fig 3).............................................._207_It 5 80' J Building Aspect Ratio(LAN) ............................................:..(Fig 4).............................................._1.13_5 3:1 J Nominal Height of Tallest Opening2 ................................:..(Fig 4)..Garage Doors......................_7'3"_5 6'8" CN#1 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)....... ..:.................................................... J 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.........................................................:.................................................................... _! ConcreteMasonry.................................................................................................................................... n/a 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)......reduced to to 32............ _<48_in. CN#2 Bolt Spacing from endloint of plate............................(Fig 5).................................._10_in.5 6"—12" 4_ Bolt Embedment—concrete................:.......................(Fig 5)................................................._7_in.z 7" — _ Bolt Embedment—masonry........................................(Fig 5)........................................... in.?15" n/a_ Plate Washer...............................................................(Fig 5).........for single plates........>_3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... CN#3 Maximum Floor Opening Dimension...................................(Fig 6)............................................._11'6"ft 5 12' _n/a_ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................,..........................._0.0_ft >d _n/a_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..............................:................. ......... _n/a Floor Bracing at Endwalls.....................:.............................(Fig 9)................................:..:.............. ................. Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................... ............................(Table 2)10d Bx nails at 6—in edge/_12_in field J 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... 8'_ft 510' _J Non-Loadbearing walls................................................(Fig 10 and Table 5).......................... 8'_ft 5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)................._16_in.5 24"o.c. J Wall Story Offsets .........................................................(Figs 7&8).........................................._0.0 ft >d n/a_ 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5).............................2x 6"_-_8_ft_0_in. J_ Non-Loadbearing walls...............................::...............(Table 5)...........................2x 4"_-—11_ft 6_in. { Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)...,.........................:.................................. 1_ WSP Attic Floor Length...................:...........................(Fig 11)...........................:.................. ft>_W/3 _n/a_ Gypsum Ceiling Length(if WSP not used)..................(Fig 11)........................100%.......—ft a 0.9W J_ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. .............................. n/a_ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays-J- Double Top Plate Splice Length ..............:.........................................(Fig 13 and Table 6)..................................... 4_ft !_ Splice Connection(no.of 16d common nails).: . ...........(Table 6)......................................................... _8_ ,r ' 4` AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301,2.1.01 Loadbearing Wall Connections Lateral(no.of 16d common nails)..........:....................(Tables 7)......................................................_2_ d_ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..........................................1.............._2_ J_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._3_ft_0 in.511' 1 Sill Plate Spans ........................................................(Table 9).......................I..........._0_ft_in.5 11' _Na_ Full Height Studs (no.of studs)...................................(Table 9)........................................................_1_ 1 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.......................................................:.....(Table 9).................................._8_ft 6_in.5 12' 1 Sill Plate Spans...........................................................(Table 9).........7....................._0_ft—in.5`12" _n/a_ Full Height Studs(no.of studs)...................................(Table 9)........................................................—3— 1 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..Garage Doors .....................................................7'3"<_6'8" ,f SheathingType.............................................(note 11)....................................................._7/16"_ _ Edge Nail Spacing .... able 10 or note 11 if less ....................._3 in. 1 Field Nail Spacing.........................................(Table 10)................................................._12_in. 7 Shear Connection(no.of 16d common nails)(Table 10).........................:.............................4/ft ,f Percent Full-Height Sheathing.......................(Table 10)...Shearwall Analysis Sheet............... CN#1 5%Additional Sheathing for Wall with Opening>6'8"...............................:..................: CN#1 Maximum Building Dimension,L Nominal Height of Tallest Opening2.............................................:...........................6'8"5 618" 1 SheathingType..................................:..........(note 11)...................................................._7/16"_ 1- Edge Nail Spacing...........................................(Table 11 or note 11 if less)..................... 4_in. -If— Field Nail Spacing.........................................(Table 11).................................................—12_in. d Shear Connection(no.of 16d common nails)(Table 11)......................................................3/ft_ 4 Percent Full-Height Sheathing.......................(Table 11)..Shearwall Analysis Sheet.............. CN#1 5%Additional Sheathing for Wall with Opening>6'8"................................................... _Na_ Wall Cladding Ratedfor Wind Speed?. ..WC Shingles..................................:................................................................... 1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) J Roof Overhang ....................................................(Figure 19).............—1—ft 5 smaller of 2'or U3 1 Truss or Rafter Connections at Loadbearing Walls „ Proprietary Connectors Uplift................................................(Table 12)...........................................U=-180 plf, CN#4 Lateral.............................................(Table 12)..............---............................L=-132 plf CN#4 Shear................................::............(Table 12).............................................S=_58 plf CN#4 Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= 263 plf CN#5 Gable Rake Outlooker..............:..........................(Figure 20)............._1_ft 5 smaller of 2'or U2 1 Truss or Rafter Connections at Non Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)...........................: ...U= lb. _n/a_ Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. n/a_ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ 1 Roof Sheathing Thickness................:.................::....... ..................................................5/8"z 7/16"WSP ' �_ . Roof Sheathing Fastening...........................................(Table 2).................................................8d Bx_ J_ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.if the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: . a. Steel Straps per Figure 5 . b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17. e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. Const. Note#1 —Plywood shearwalls per Tbls. 10&11 —see Plan&attached design analysis. Garage incorporated into the APA Narrow Wall design w/height adjustments specific to Southeast wall only 5. -Const. Note#2—maximum 48"o/c for Roof,Ceiling&One Floor where bolts resist all loads(Shear,Lateral&Uplift) 6. Const. Note#3—Span-Cale from AWP Assoc.—see attached design AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 cMR 5301.2.1.1)1 7. Const. Note#4—Use Simpson H2.5A,Hurricane Clips for standard rafter/plate bearing 8. Const. Note#5—Use 2"x 4"minimum rafter ties snug to underside of ridge board in-lieu of steel straps 9. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -wHrsurl+�ex>EraMoN I�rArNll�usesdNau.s - ATblb.= /1 11 11 If Y bl 11 11 11 11 ' 11 Ir I 11 11 ' 11 11 M 1-1 1 11 It d i Y 11 1!Z 41 • I � II 11 a. 11 /1 I 11 If 4. 11 /l r 1 11 11 �1 • 1 U 11 Q 1 1 1! /t 1III1IIIlIII 1 . d y I,r 1 !1 11 1 1 1 9 11 1173 1 14 n n 1 11 Ill.I,I I - -ja. - • I + ' MAILSPACM t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Arens: I10 mph Wind Zone Massachusetts Checklist for Compliance(7go.CMx 5301.2.1.1)' r / 1 1 r i I i it` 1 1 � 1 r 1 i STAGGERED KOK PATTERN � PANV& PAW EDGE DOUME NAIL EDW SPAONG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment ti ,t f PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: _ Q11-36 101 BEACH STREET .oE"ros.woe Sheet No: of 1308•3858884 GENERAL DESCRIPTION Silvia&Silvia .- 775-1442 6th ed. P17-36 Narrative: 1-1/2 Story Study Space/Garage Accessory Building a2990 and Main House Connector Addition Location James HENRY, 15 Piney Point Drive, Centerville, MA - oa�� Construction: 2"x 6" @ 16" o/c Platform Frame oo/ Stick-built _`N OF M4S. , ------------- Ceiling and Roof - T VARNUM N� SPECIAL CONSIDERATIONS o PHILBROOK ; MECHANICAL Use Group(s) : R-3 (1 & 2 Family Residences) �No.306 0 Construction Type: V-B (unprotected) see separation below ------------------ ONAL E Misc or Comments: o Site Check& Plan Review, Sizing & Layout ----------------- o Design Checks - WFCM 1&2 Framing Details, IL 0 ur ILZI 1 w/ Connections & Shearwalls »} o Construction Notes, Wind Notes & Certification voe ,nr , DESIGN CONSIDERATIONS ^rs Soil Data: - Site Plan or Boring Log available: NO ------ Preparer of plan or log: Direct Observation: YES, P86-22 (Bell Tower) from' CC Atlas Qbn - Gravelly putWash, Sand & Silts Description: 'T IISCS = _SP-SM SBC Class_= _8-_ Specifics: Br(allow) = 2,400 lb/sq ft vw/ 20% allowable width increase Fire Data: Exposed Wood Frame, No Dwelling or Sleeping Loads SEC Location #/sq ft Dur Note --------------------------- ---------- ---------- ------------------------ I 1st Floor - Garage 50 1.0 Tbl. R301.5 2nd Floor - Study/Studio 40 1.0 Tbl. R301.5 Attic - No Storage < 1811 0 1.0 Tbl. R301.5 Partitions: 2x4/6 12 1.0 Bear/Non-Bear ** 1&2 Family-_Chp 3; Prescriptive Method for Saow & Wind IIONi Snout - m = 3 & 9/12 30 1.15 Tbl. R301.2(5) (1rA) Wind Speed = 110 MPH ERP = B Tbl. R301.2(4) (NA) Height & Exposure Coef. = 1.00 1.33 Tbl. R301.2(3) Ref Pres (Horiz) Zone 4 = -20 NNFRS Tbl. R301.2(2) Ref Pres (Horiz) Zone 5 = -28 C&C Tbl. R301.2(2) Roof Pitch > 100 to 300 MRH = 20 ft Dormer Garage - 2 Story Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 _ -29 C&C Tbl. R301.2(2) Roof Pitch > 30° to 45° MRH.= 12 ft Connector - 1 Story Ref Pres (Vert) Zone 1 = =18 14WFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = .'-25 C&C Tbl. R301.2(2) Loadings I 1st Flr 1st Flr 2nd Flr Attic Roofs ------- -I------I-- ---------- ---------- ------------------------ LIVE LOAD 50 40 40 0 30 -------------------- ---------- ---------- ------------------------ DEAD LOADS I 50 10 13 8 12 Mi.sc: I 2"x 10" Joists, 2"x 611/811 Ceilings & Rafters DESIGN TOTAL I 100 50 55 10 45 w/ round 1 w/ 5$ on DL Tbl. 12 NET IIPLIFT = (100 to 300) ( ) - .6 x ( ) lb/sq ft -236 @ 16" o/c W/ C&C (-29) - .6 x (15)_ -20 lb/sq ft -239 @ 16 o/c w/ C&C (-25) - .6 x (15) _ -16 lb/sq ft -170 @ 16" o/c for MWFRS (-18) - .6 x (15) _ -9 lb/sq ft -120 @ 16" o/c k� P82-FRW-7 i rf i PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: ��. f07 BEAC"STREET i - - oerfws euozsae Z Sheet No: -- Of Z,.�. i GENERAL DESCRIPTION Silvia6Silvia - 775-1442 �8th ed� P17-36 Narrative: 1-1/2 Story Study Space/Garage Accessory Building a2990 ,tN OFlNgS --- and Main House Connector Addition GARAGE Location: James HENRY, 15 Piney Point Drive, Centerville, MA O G T VARNUM o PHILBROOK DESIGN ANALYSIS: v MECHANICAL �No.3069 0 Eagin®eied Design(L?►W Para.'R301.1.3) Po=Beams/Headers 6 Posh p #1 - .High Ridge Beam; 2 as 1.75"x 11.8751, 2.0E Micro-Lam LVL ONAL b�G Wul = (30+15)x 181/2 + 15 = 420 lb/lf Span; 1610" max Wul = 420 PLF < 457 PLF @ L/240 OK by TJ-9000 Tbl ►� ace.z�4 #2 - Stair Header; 3 ea 1.75"x 9.5" 2.0E Micro-Lam LVL Wul = (40+15)x 141/2 + 15 = 400 lb/lf Span; 1116" max Wul = 400 PLF < 602 PLF @ L/240 OK by TJ-9000 Tbl 03y #3 - Flush Floor/Wall Beam; 2/2"x 10" KD SPF w/ lb = 975 psi Wul = (40+15)x 131/2 + 4x 12 + 10 = 420 lb/lf 1 Span; 310" Mmax = 470 ft-lb - 'LOW OK by Inspection #4 - 2nd Floor Joists; 2"x 10" #2 or STR KD SPF @ 8" o/c Wul = (40+15)lb/sf x 811/12" = 37 lb/lf Allow Span = 19191, > Req Span = 1716" OK by AWC SpanCalc #5 - Ridge Tie Beams; Sgl 1.75"x 9.5" LVL captive in pairs of 1.75"x 9.5" LVL Roof Span = 181, Roof Slope = 3/12 (14.0°), Tie @ Heel Plate Point Load = 3,360 lb @ Ridge (from #1 above) Thrust Load (@ Plate) _ (1,120/Sin 14.0)x Cos 14.0 = 4,492 lb Tension Load (@ Tie) = 4,492 lb 6 f't = 278 psi Shear Load (bolt) = 1,595 lb, Use 4 ea 5/8" bolts in Double Shear Thru-bolt w/ 3 ea 5/8" dia. machine bolts OK by WoodWorkso Connector lSHEARiVkLL ANALYSIS: 1-1/2 Story Garage/Studio Accessory Building � TITLE Elevation - Level(Location) � I I A Total wall area; Scale off plan - Inscribed Layouts I 1 B EFFECTIVE shearwall area (no panels thinner than H/3.5) i C Roof, Ceiling & 1 Floor li I D Divide B/A I E Aspect Ratio - Building Length/ Building Width F Plywood Data from Tbls- 10 OR 11 WFCM Exp B 110 MPH Guide G Sheathing & Boundary Nail Spacing (See Color KEY) j Garage w/Studio Over.,=(8'+12'6")/2=10'3" Eff.Panel Width=35" flf ! TITLE NORTHEAST-Eave TITLE SOUTHWEST-Eave j A Tot SgFt 210.1 . sq ft Tot SgFt 210.1. sq ft I B Eff.SgFt 102.5 sq ft Tot SgFt 138.4 sq ft C Tbl.10 Roof,.Ceil 6 1 Floor T61.10 Roof, Ceil 6 1 Floor D Avail. % 49% Avail. % 66% E L/W 1.13 20.5 x 18 L/W 1.13 F Req.% 48% Req.% _ 5896 G 7116"Naiing SW-2 (8d_@ 4" a/c) 7/16"Naiing TITLE SOUTHEAST-Gable TITLE NORTHWEST-Gable A Tot SgFt 82.0 sq ft Tot SgFt 184.5 sq ft B Eff.SgFt 30.8 sq ft Tot SgFt 133.3 aq ft C. Tbl.11 Roof, Ceil b 1 Floor Tb1.11 Roof, Ceil 8 1 Floor D Avail. % 38$ Avail. % 729 E L1W 1.13 L/W 1.13 F Req.% . 4896 3" o/c NG Req.% 69% G 7/16"Nailing THEREFORE - APA Narrow Wall 7/16"Naiing SW=1(8d_@:6"o/c) SW-1 Standard Shearwa_11_;1/16"+ CDX/OSB w/ 8d ring-shank @ 6" o/c and Solid blocked a- w/ 1-/2" GWB/plasterboard on inside and 10" o/c Field nailing SW.2 Increased_ Shearwall; 7/16"+ CDX/OSB W/ 8d ring-shank @ 4" o/c and Solid blocked seams w/ 1/2" GWB/plasterboard on inside and 10" o/c Field nailing APA Increased Shear-wall, 7/16"+ CDX/OSB w/ 8d ring-shank @ 3" o/c and Solid blocked seams on BOTH sides. OK to overlay w/ GWB after nailing panels I APA APA Narrow Wall Bracing Method; Note - lower loads, Gable end loading Minims Wall Length to Full Height Plywood = 16" (6:1) for 810" stud t & Actual Wall Lengths to Full Height Plywood = 36" (2.25:1) v(wall) = (20pof x (mrh=181))plf x 20.331/2/3.0' = 1,220 lb/lf < 1,260 lb/lf 11 Therefore REDUCE NAILING of all plywood edges to 3" o/c, solid block l ,.all joints and use 7/16" plywood BOTH sides. No straps inside needed Wall End.Uplift = V(roof) x H(iat)/Total Width = 1,951 lbs End Uplift = 1,951 lb - Requires 2 ea 5/8" bolts at each wall panel Provide 2..bolts.each panel plus 3rd return corner bolt 3,500 lbs- OK P82-F RW-7 Maximum Span Calculator for Wood Joists and Rafters http://www.awc.org/codes-standards/calculators-software/spancalc 15 Piney Point, Centerville, MA I Project No: P17-36 - Member Typle Ceiling Joists - Deflection Limit U360 J J - Spacing(i 16 .. ._. ,..I Doubled @ 16 o/c. . Wet service conditions? - ` No FIncised lumber? - No - LrveLoad(paQ 20 _ Doubled @ 16" o/c - Dead Load(psJ 10 _�J Ca -hate Maalmum Horizontal Span -Go to Span Optons CakulaWrfor Wood Joists`&�Rakens—. Effective 40 Ib/sq.ft @ - i�i.A1ITSOF�USE !u HELP] ' RESTA 8" o/c but doubled to Span Calculator for Wood provide bay spaces Joists and Rafters available LJ for the Whone. Span Calculator for Wood Joists and Rafters also a available for the Android Os. The Maximum Horizontal Span is: 19 ft. 9 in. with a minimum bearing length of 0.62 in. required at each end of the member. Property Value . ` Species--- — -_-- --- Spmce•Pine-Fir .. Grade _ �ro.2 Size112.10 - Modulus of Elasticity(E) 1400000 psi a Bending Strength(Fy) 11106.88 psi Bearing Strength(Fcp) 425 psi J + •. Shear Strength(F;) 1135 psi ,� . While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state-of--the-art,neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this Online Span Calculator.Those using this Online Span Calculator assume all liability from its use. Comments?info@awc.org. - 2 of 3 10/16/2017,8:32 PM F� Woodworks® Connections SOFTWARE FOR WOOD DESIGN 15 Piney-Silvia.con WoodWorks®Connections 9.2 Oct.16,2017 21:48:48 Two Wooden Side Member Bolted at Angle to Main Member Connection Data: Main: Lumber-soft S. Pine Dense SS dry seasoned 1.5 x 9.25" (2 x 1011) End is flush with edge of side member. Side (x2) : Lumber-soft S. Fine Dense SS dry seasoned 1.5 x 9.25" (2 x 10") End is flush with edge of main member. Side member is sloped 166.0 degrees with respect to the main member. Temperature (T) : T <= 100 deg F Loads: Along side member: 4492 lbs two months duration in tension. Connector Design: Fasteners: Bolt diameter: 0.6" 2 rows of 2 Bolts = 4 Bolts Row Spacing: 2.25" ' Bolt spacing in row: 8" Design Results: Combined lateral load: N = 4492 lbs at 14.0 degrees Lateral capacity: Z' = 5806.52 lbs Perp. component of load: Q = 1086.71 lbs Tension capacity net area Tr = - (Main) ; 35318.82 lbs (Side) Row tear out capacity Rt = - (Main) ; 19319.7 lbs (Side) Group tear out capacity Gt = - (Main) ; 26327.4 lbs (Side) IIIIIIIIII111111111111111111 .� IIIIIIIIIIIIIIIIIIIIIIIiltllll �•� IIII111 WARNING - Designer is responsible for checking the shear capacity of the member t . t . I I I . . . . t . . . . . . . t . l l l l l t I I I I I I I I I I I Suggested Design Only, Designer Must Ensure that the Design is Appropriate for Intended Use Additional Data- Adjustment . factors: CD CM Ct Cg Cdelta Cd' Cst Cft 1.15 1.00 1.00 0.96 1.00 - - 1.00 Yield Limit Values (lbs) : Im Is II IIIm IIIs IV 1320.20 2779.41 - - 1783.83 2229.79 co O cli O O iL 3 LL W LL O N � _ • rat c' � °. '..r*��.'' _ O / ig O _ O 4 432.876" 0 9.25" c> , El •g m c N r. r r Town of Barnstable Building Post""'This his Card So That�t.is';Uisible,'From the Street App:rovedPlansMust,be Retained on Job and.this Card Must,be Kept A • OAR NAM ' a ��� � Paed UnUI st Final;Inspection Has Been Made 63P �; £ krx s er •�� s Where a Certificate;of Occupancyis Required,such Budding shallNobe Occupiedunt�l a Final Inspect�onrhas{been made .. .. Permit No. B-17-3602 Applicant Name: SILVIA&SILVIA ASSOCIATES, INC. Approvals Date Issued: 10/30/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/30/2018 Foundation: Location: 15 PINEY POINT DRIVE,CENTERVILLE Map/Lot 228-155 Zoning District: RD-1 Sheathing: Owner on Record: HENRY,DAMES C&KATHLEEN C ,Y Cdnt actor Name RONALD_ J SILVIA Framing: 1 Tw Contractor License; C5-016932 Address: 58 MONTCLAIR AVE 2 WEST ROXBURY, MA 02132 Est Project Cost: $ 100,000.00 Chimney: Description: connect two existing buildings with a family room 2 exterior decks Permit Fee; $620.00 Insulation: Project Review Re Fee Paid:.• $620.00 6'tFWPc�4itt tr J q s Date ,. 10/30/2017 Fin Plumbing/Gas f Rough Plumbing: Building Official Final Plumbing: F- y h Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough q: All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. � Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or�oad=and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical .` The Certificate of Occupancy will not be issued until all applicable signatures by_'the Bwldint,aA&`Fi a O'idals are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing _ .F,A Rough: 2.Sheathing Inspection Final: 3.All fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ��s . ���® G' Application # b Health Division 1 pJ 2Q�1 Date Issued Conservation Division ®C i�5_,P'8LE Application Fee Planning Dept. .100 GAF Permit Fee �,7® _ Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis o � Project Street Address 1'6' A r3 W Rd a n f 16 ye, Village C&14e_rviIle �� Owner�/ai'P'DP_°� �• -t- —KaA1,0_Pv1 0. ge'ntu Address'sy Dm-0L0_/Q1V- Ave- M"q &a,)3a Telephone �60P- y aD -941,Y l Permit Request L. 0f)Y)e& JWo eXISh' AW Nino Ceti a iP'd g MUM I-05-P-10K DECKS 9 3 4 Square feet: 1 st floor: existing'7to proposed 2nd floor: existing proposed ,4 Total new Zoning District RD-4, Flood Plain ZOtle- X Groundwater Overlay W411A1,►"' Yict Project Valuation 0810 0,03 Construction Type UM Lot Size .,24 .AL'r2s Grandfathered: s )JNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age-of Existing Structure-El qVG I UO Historic House: ❑Yes X No ^ On Old King's Highway„ ❑Yes N� No Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) D' Basement Unfinished Area (sq.ft) Q 1 Number of Baths: Full: existing new 0, Half: existing new Number of Bedrooms: 4 existing:(a new Total Room Count (not including baths): existing 5- new First Floor Room Count Heat Type and Fuel: O/Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 51"No Fireplaces: Existing New (0 Existing wood/coal stove: ❑Yes No Detached garage:9 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 1Q I&-041 Recorded' Commercial ❑Yes XNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - - Name ®�� J Sp1�ca Telephone Number 4Y 106 �q4/Alf6 A/d0 94.3 Address /W ql 0I t) ST` License# I_OV L' S -- 0/(a4 3 OS-fryi l to M14 Home Improvement Contractor# Jol&a7 rsi�viQC5rlv6�c�r��/si�v�a.Fors, Email e S d v io d nd S i/v iQ . C6(►j} Worker's Compensation # �S(O U T3 Sg 3107 6 217 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO :A),UJ SfdSiyz� 1�)�s� 3.eYvlee z Sa+A d 01 U, SIGNATUR w DATE U_/ 17 r FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I 01-31-2017 09 % 12u s , -Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit'No. 2016-042- Henry §240-92(B)-Nonconforming structures used as single- or two-family'residences To allow an addition that would intensify a preexisting nonconforming front setback Summary: Granted with Conditions Applicant: James C.& Kathleen C.Henry' Property Address: 15 Piney Point Drive; Centerville -7 Assessor's Map/Parcel: 228/155 --- Zoning: Residence D-1 District - Hearing Date: December 14, 201 b J- Recording information: Deed: Book 22306 Page,86 Background James C. & Kathleen C. Henry have applied for `a Special Permit pursuant_ to §240-92 Nonconforming Buildings or Structures or in the alternative, a variance if necessary. The applicants are proposing to construct an addition to connect two pre-existing nonconforming residential structures.and to construct a new deck. They are also proposing to demolish the existing detached garage and construct a new garage. The proposed addition to the dwelling will be 7.2 feet from the front yard setback where 30 feet is required. The property is located at 15 Piney Point Road, Centerville, MA as shown on Assessor's Map 228 as Lot 155. It is located in the Residence D-1 ` (RD-1)Zoning District. The subject property is located on Piney Point Road in Centerville, directly.on Long Pond. The parcel is 11,060 sq.ft and improved with three structures: a two-bedroom dwelling, a one-bedroom dwelling and a garage. Both dwellings are nonconforming to the 30 foot front yard setback requirement in the RD-1 District. The existing garage is located 2.4 feet from the side lot line, nonconforming to the required 10 foot setback. All structures are nonconforming to the required 50 foot setback from Long Pond, a designated "great pond." Procedural& Hearing Summary, Special Permit Application No. 2016-042 for an addition to connect two preexisting nonconforming dwellings was filed at the Town Clerk's office and the office of the Zoning Board of Appeals on November 3, 2016. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on December 14, 2016 at which time the Board found to grant the special permit subject to conditions and to allow the applicant to withdraw the request for a variance: Board Members deciding this appeal were Brian Florence, Alex Rodolakis, Spencer Aaltonen; David A. Hirsch, and Herbert Bodensiek. Attorney Brian Wall represented the Applicants before the Board. He provided the Board with an overview of the proposed to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck. He also stated that the applicants are proposing to demolish the existing detached garage and construct a. new garage. ' The Board sought clarification on the proposed height of the garage and the engineer stated it would not exceed 22 feet in height. ,The Board Chair requested public comment. No.testimony was given. Findings of Fact At the hearing on December 14, 2016, the Board unanimously made the following findings of fact in Special Permit Application No. 2016-042, a request to expand a preexisting nonconforming dwelling: Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-042-Henry 1. In Application No. 2016-042, James C. ,and,Kathleen C. Henry' have applied for a Special Permit in accordance with Section 240-92.6 = Expansion of Nonconforming Buildings or Structures Used as Single or Two Family.Residences. The Applicants propose to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck. They are also proposing to demolish the existing detached garage and construct a new garage. The proposed addition to the dwelling will be 7.2 feet from the front yard setback and the proposed garage will have 5.5 foot side yard setback. 2. The subject property is located at 15 Piney Point Drive, Centerville as shown on Assessor's Map 228 as Parcel 001. It is in the Residence D-1 Zoning District. 3. Section 240-92 allows for the expansion of a preexisting nonconforming structure used as`a two-family residence with a Special Permit. The proposed addition will connect two single-family dwellings; the addition will encroach into the front yard.setback and will intensify the degree of the non-conformity, and therefore requires a Special Permit. 4. Site Plan Review is not required for single or two-family residential dwellings. 5. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the ` Zoning Ordinance and would not represent a substantial detriment to the public good or-the neighborhood affected. The addition to connect two nonconforming dwellings will create one dwelling therefore bringing the property in greater compliance with the Ordinance. 6. The proposed expansion of the dwelling will not be substantially .more detrimental to the neighborhood than the existing dwellings. The addition to the existing decking on the rear of the structures will not be closer to the wetlands than the existing 1-bedroom dwelling and will not be seen from the road: The vote to accept the findings was: AYE: Brian Florence, Alex,Rodolakis, Spencer Aaltonen, David A. Hirsch, and 'Herbert Bodensiek NAY: None Decision 1. Special Permit No. 2016-042 is granted to James and Kathleen Henry, to allow for an addition and expansion connecting the two preexisting nonconforming dwellings,at 15 Piney Point Drive, Centerville. This permit shall allow for the construction of an addition located 7.2 feet from the front property line. Additional construction includes an exterior deck connecting the two structures, and.'_the;reconstruction of an existing garage in greater conformance with setback requirements. 2. The addition shall be constructed in substantial conformance with the plan entitled "Site Plan'at 15 Piney Point Drive, Centerville, MA 02665" dated January 12, 2016, drawn and stamped by JC Engineering. 3. This construction shall represent full build-out of the lot. _No additional increase in building coverage or gross square footage shall be permitted without prior approval of this Board. 4. The proposed garage will not exceed 22 feet in height. 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies filed with the Zoning Board of.Appeals and Building Division. The,rights authorized by this special permit must be.exercised within two years, unless extended. The vote was: AYE: Brian Florence, Alex Rodolakis, Spencer Aaltonen, David A. Hirsch, and Herbert Bodensiek w 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-042-Henry NAY: None The Applicants representative, Attorney Wall, requested a withdrawal of the Variance. The vote to accept this request: AYE: Brian Florence, Alex Rodolakis, Spencer Aaltonen, David A. Hirsch, and Herbert Bodensiek NAY: None Ordered Special Permit No. 2016-042 to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck and demolish the existing detached garage and construct a new garage at 15 Piney Point Drive, Centerville has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this ., decision must be exercised.within two years unless extended. Appeals of this decision, if any, shall be mad pur ant to MGL Chapter 40A, Section-17, within twenty (20) days after the date of the filing of his ecision, a copy of which must be filed in the office of the Barnstable Town Clerk. x is, Vice Chair Dath Signed 1,, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby.certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed,this decision and that no appeal of the decision has been filed in the ice of the Town Clerk. Signed and sealed this day of 0ti Zb under the pains-and penalties of perjury. Ann Quirk,.Town Clerk T Nfi. 0 I1 l,t`1 �OOoa°o°°oyJ 3\ rown of Barnstable. _ MAM Assessing Division r t6�.�� 367 Main Street,Hyannis`MA 02601 Fo Md www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS:LIST CERTIFICATION November 29, 2016 R€:' - Adjacent-Abutters+ For Parcel(s) : 228-155 15 Piney Point Rd. Centerville. MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable AbutterReport Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '228155' Parties of interest are those directly opposite subject lot on,any public or private street or.way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count:.24 Close Map&Parcel Ownerl Ovaner2 Addressl Address 2 Mailing Country Deed . CityStateZip _ WHEELER,JOYCE A& DEVANEY,JUDrTH W& 169~DANFORTH ST PORTLAND,ME 208058 WHEELER,JEFFREY A WHEELER,JANE V ' APT#2 04102 23141/173 & 208060 JORDAN,PRISCILIA D 100 MAIN STREET CENTERVILLE,MA 24280/165 &PANICO,JUDITH A 02632 206061 BARTLEIT,DONALD H 144 PROSPECT ST LODI,NJ 07644 20762/325 &SANDRA HERBERGER,CHARLES CHARLES HERBERGER CENTERVILLE,MA 445 0 208090 FONE,RONALD'W& 91 MAIN ST - CENTERVILLE,MA 19239/53 HEATHER 02632 228001 BROWN,ROBERT E TR STILLA HAMN TRUST 236 DALE ST WALTHAM,MA 15401/262 02451 228003 INGRAM,PAUL C& .17 FERRY HILL ROAD . GLOUCESTER,MA- 10462/47 SUSAN H 01930 MOOS,RICHARD L&L CENTERVILLE,MA 228004 CHERYL 36 PINEY POINT DR 15365/63 02632 228005 CONTI,VICTORIA 90 PINEY POINT CENTERVILLE,MA 28015/3 REGINA DRIVE 02632 228006 READY,W MICHAEL& 50 PINEY POINT CENTERVILLE;MA 16306/234 ROBYN J DRIVE 02632 228007 ZAHN,MARGARET 89 PINEY POINT CENTERVILLE,MA 27350/184 DRIVE 02632 228008 LITTLEFIELD,NADINE C/O HUTCHINSON, 97 PINEY.POINT CENTERVILLE,MA' 4S06/329 MARY NADINE DRIVE 02632 HELLYER,TRAVIS& SAN FRANCISCO, 228009 170 CARL STREET 29248/166 DOUGLAS,MEGHAN .. CA 94117 GRIFFIN,KEVIN J& MERRIMAC,MA 228010 KYLE 49 HIGHLAND RD 01860 22235/206 WILSON,COURTNEY CENTERVILLE,MA 228011 CRAWFORD WOSHUA 34 MAIN ST 02632 16656/181 DONALD 228012 REILLY,PATRICIA M 446 BELGRADE AVE WEST ROXBURY, 13935/130 #210 MA 02134 228013 DONNELLAN,JUDITH A 20 MAIN ST CENTERVILLE,MA 9865/347 02632 228014 ELDREDGE,DAVID& 10 MAIN ST CENTERVILLE,MA 1967190 JUNE F 02632 GRIFFIN,ROPY P& 28 DUNASKIN ROAD CENTERVILLE,MA 228016 C118781 MARCENE,G 02632 228154 MOOS,RICHARD A& 23 PINEY POINT DR CENTERVILLE,MA 15326/23 SHAWNA L 02632 " l -M, 22815S HENRY,JAMES C& 58 MONTCLAIR AVE WEST ROXBURY, 22306/86 KATHLEEN C MA 02132 %ISAACS,MARGARET MARGARET ISAACS TR CENTERVILLE;MA 228173 [SAACS,MARGARET 35 MAIN STREET 25606/267 - TR OF 9/14/04 02632 229001 GOLDIN,VITALY& 53 PINEY POINT DRIVE 79 FLORENCE ST'., CHESTNUT HILL, 18332/80 NATALY TRS REALTY TRUST APT#402S MA 02467 229002 CARMELITE SISTERS C/O TREASURER 600 WOODS RD GERMANTOWN,NY. 1514/599 AGE/INFIRM GENERAL 12526 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified fist of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1 1/31201 6. 1�Alll Lj http://maps.townofbamstable.us/arcims/anpgeoapp/AbutterReport.aspx?type=ZBA 11/3/2016 y _ -TOWN OF811RNSfABLE': i�-: ZONING BOARD OF APPEALS �w NOTICE OFPURIIC HEARINGS UNDER THE .. .;..20NiNG01mD1ANCE -•OECEMBER14,2016. ' .To all persona Interested In or affected-by _the aetlona of the Zoning Board Of Appeals. you arahereby notified,pursuant to Section - - 11'of Chapter 40A of the General Laws of - • the Commonwealth of Massachusetts,and - all amendments thereto;that a public hear- Ing on the following appeals will be held on Wednesday,.December14,2016•at the time .;. , eP - - Indicated: -i . 7 00 PM Appeal No.2016-UZ Henry'. James C:&Kathleen C.Henry have applied i fora§pecial Permit pursuant to 0240-92}• ; Ncnccnforning.Bulldirigs or Structures orIn the alternative,a variance if necessary I' d LEGAL NOTICE . f The petltlonerserei proposing to construct-�� `� t•~y✓}�¢ „�' -TOWWOF.BARNSTABLE •',�' -'n`- - an addition to.conneM two pre existlng- t DNING.BOARDOF APPW wK y* re nonconforming reside ntlal awctures and: NOTICE OF.PURL(C'HEARINGSUNDERTH6ZONING,I)ADIRAN E' to fonstrucl a new deck They'are elso-pio-' f� DECEMBER i4 2018 a posing to demolish the,existing Cgiached ) To a0,persans irdere5led 1n or affected Dy theaed0n oT the Zoning , garage-entl.eongtruet a new garage•fhe IBoard citAppeals you are heieby,`.notified pd ivant to Sect qhn ,,gt proposed;additlbn to the dwell1iievAll be- Chapter UA-Of iffe'General LaWt-Of th¢COrnmOnwealth�4f°Massey _ 7.2 feet from the fronf yard'setbackwhere- chuselts,and_all:amehdmeMs thereto,that a public hearing on the 30aaetls requiredl:The,pfbpertyte located,. following-appeals will be held on Wednesday.December 14,2018 at at 15 Piney.Polnt Road;,CentenAlle;MA as the time Indicated; shown on Assessor's Ma 226 ae'LoT{55.. 7:00 PM Appeal NO 2016-042•Henry tt ,7 P James C.,8 Kathleen D:iHeriry'have applied for a.Specfat Pat. _ it isaocated In'th'e.Residence b5A.(RD-1)-- pursuant;to§240-92 Noncmdarning Buildings or Stucturea or In Zoning District:: 11 i r.�:icl?;�t t1`. the attemaWe;a variance B necessary.The petldoners are proposing 7:01P.MAppea)No:3016-0O:DMAG;IIC'2:; to.construct.-an addition<to-connect.two pre-erdSUnB nonconforming DMAq,LLC has.apptieQ._tor,a,Con�lticnal` residintlal strucWres"and,to construct anew fleck They are al sop ro- Use,Speclaf i-ermlt pursuant(o§2qq posing to demolish the existing detached garage and construct a new 11,C(6)(b),°=Bed&BrealdastproLisions The garage•The proposed addition to the dwelling will be 7 Z feet from eppilcenfs.areirequesting a speetal permltto the•fronYyard.'sotback Where 20 feet.is•required The prope[fy bansfer,the ownership and-operatiomotian cated at 15 Piney,,Point Road;.Centerville,MA aS shown on Asses% existing these bedroom,six guesfp d;and soft Map 2ZB as Lot 155.4N is located In-tha Resldeace ZOnlrig.Dlstdctr;c 7' r? breakfast The propeH( It-located at 651, 7.01 PM,Apypeal No 2018 043 DMAG,LLC b' w Main Street/Route 6A;VJestEamstable,MA DMAG,LLC hat applied-for a Conditlonel Use Special Permit poi esshowr-onAasessgrsMep158asParcel S�aiitto-§240-/1',C(6)(b)+.Bed&Brealdast`praNslans The appli 057,Igls•tocetedrin a Residence F(RF) ' carrts`are requesd_ng'a specfai permit to transfer the dwnership and.. Zoning Distrlpt'r"'r11: l q� p°.` operation of anexisting three bedroom,sbt Out Ded andJ)reakfast" 7ro2 PM Appeal Np 20i6oa15peedway u� The property Is"foeafed at 661 Main StreevAoute 6A Wgett Speedway;,LLC has patidonediarravanance Barnstable MA as shown-on Assessor's Mip.158 as Parcel057` � 1 arr.he 3mn"� A'E ,- located.in the Resldence`F(Rt)Zoning i IStticL 7 02 PM Appeal No 2die-044 Speedway,LLC - from§240 261 rbDl�kAd&laOo,{�ft- Speedway LLC teas petitioned fora valiance from§240' E'Buik . . 1. p ne v es`rig rallefto eel to fWe;�, Reguldons The pedboner is requesdng•relief to relocate Eve parking. - park n rs•ace hiri 467a'`61 'caps,,. spaces::within`!he:45'foot -tendscape�bulfers fMm`'Falmouth 6uifarsdrorr` alr�out a8/►g 2&arid. Road/Route 28 and Bearses Way.Site work Is a result of a Massa-I 8earses W 9'Sltb'Wa�Ps aiieslil6-ofa leas-.' chusettszepartment of.T2n3portation.pro)ect lmolving-the reloca saohuseds pertme lsof-n po t 11on tion of curb cult_on Falniouth,Road and 9earses Way. Tlie properly pro)a in' no wtt„eloeallonTof curb wts is located at 317 lalmouth Road,Hyannis MA as shown.on Asses on Falmp t oa�ta 18earses Way e�? sor's Map 292'as Parce1005,It Is located in the Hlghway Business- propertyl located#pt-B�.Z da�gytr�Ro ad (NB)inning districf: Hyannis l Aas ahowaonAssess r ap 7 03 PM AppealNe.,2016.045 Shelllftka - q� 3. Kevin Shea and Kimberly.Blake have applied for a Special Kermit 292 as Parcel 0051ICfs lost,lnilhe�I fr pursuant to§240131 4D(2):Change,Expansion or Atteradon'of.ex- way euatpea;(He zaging tflsktci r isdng'conformirig.or III uses and structures.The appll- 1iTd11 PMppea�Na2016065 Sftea/Blaie questing a Special Permit to construct an addibon to the Kevin3lleaalt�dfi(ifnbariy Blake-h5va eirisying dwelling;-In addition to a covered porch and new fmnt steps: t applied fa a Speoia�l Pefm V.b4rs6an_P,! The property is located at_19 Vine Avenue,Centerville MA as shown i§290 1314 D( ff,Chahgexpansibn ob on Assessor's:Map 226 as Parcel 027 It is(acated in the Grafgville r Alteta�fion ofra>Eiisd�igco��o{pg orrnonrco air Beach District(CBD)and the Craigvllle Village Ne ghborhood Overlay formingtise�e Pe ThtvmnsW_ Districts 2016-046 Independence Place, f,t are4equestln a _u.,rfl),L- - an addition o thexletlng dvigalrig in addlx 1 Independence Place LLC is petitioning for varlances to'corisWct a. dock!o a ebvered po'ri nil rrewfront stepsf Ja three-story apartment bu0ding'consisting of approximately 39 312 The property is)ocla[eba119 Vlne Avahira'j square feet contalning twenty-nine two-bedroom apartments units Ce tefVide Ashawn on Assessors ` Associated parldngi access/egress landscaping and t$Itgr s0e Tin , Mep'�26: a�ee 02' i s)iocafer{inythee Provementsaare also broposed. Per§240.33(A)(1`)(a),{el lis,re.. quested from thedfinensional'regtllrernents;oraPardneitts b Craig ille-B@gaeh (s jct(CBD)and the 21(Aj(9)(i)'whtch requires 8,000 sq N btArea Qer unrt2o allow`29 Crargv(IIe111iagerNelgfLbo qod Overlay dints°arid§240 21A)(9)(d) ,Which requires a{conf yard setback of Dlstricb. rq '' R three'timesvthebuiNing height to allow areducadfrontyard setbaclt 4T I297 M�Lpp Hd:2016446 as b: of(i2:9 fee(Relief.is also requested from§240 33 F}&240-32(F) $l.�� independence PIaeG LIC.Li9rr, 7 SpeciaF Screening Standards iA Industrial zgnes tFr erm3it in approx Inde�pe'.)idEFslarxlll,°c(Is petitldning toN;�,� imatety 14 foot side/rear yard vegetated Dutferrywhere a 3Btodt buger; . variances to; ;.a ct a three storytapar(; Is required,The'property Is fopfed at.939 Ma DunnRoad annisi "fi^ MA as shown on Assessor s Map 332 as•Barcel 013(t'is to tail In` Ement6uldirg,eonsisligg of approximately!.. the Industrlal,(IND)District and the,Groundwater(GP)and elihea 39 312square feet,.containing twenty mne•U (yyp)RrOteddon Overlay DisVicls -- ! - - two.badrdom apartments units iiaclatetl_ These public beatings will De held at fhe`Bamsfable down Hall 96fe.: ' !parking;eccess/egresawhindscapihg and% Main;,Straet;,Hyannis,MA,Hearing Room located arrtke 2nd Roor„ ' other site Improvements are also proposed,• Wednesday;,December 14,2016.;Plans_and applications maybe to i. ,Per§24 t'is'4,e ueite¢K}p 'viewed atthe'Zoning,Board'of;Appeals-Office Growth-,lVtanapement;. ifrbm the''dimenalonaf reglrireme ty�ognapb2 : DepaRmeM,Town Oftlr%S..200 Mani SVeBC-FiyanPls, - bments.lib§240-Pit(A�j(9a(e) Tcrrfequlre's�.(e --`"' '�: - 9rianfaorencer'Chair• 5 OOPsq g tglarea Qersu011 to avow 29 nNsH. Zonfnp Boa7tl oT Appeals and§2wao 1 A)(5xdwhlchreq�ires a irgnt. weBarnstable ti 2b and December 2 2018 yarRiPP Tc oC i�,e UmQs tit$AIfIIdiOg �helghtttora(low a reduced front yatd'$afbade• of 6J;feet Rellef,(s""also tequested'from""'" - .>. - §2+4'W33(F)&240-92(Fi);,Spodaf Screen-•{' - - - - mg�Stei�dazds:lKlndushial znnes;;to,parriBai aa,apPro>Sitna�e)y,�1¢;fact,sidelrear yard:p _ - vegetated buffer, ere a 30 foot buffer is i; requIPedTDerBQeurty�Is.l'orated a11939_ IylaryDu rDRoa (1ya�n�jMA"asshown s Pssessor'1s.M:q'`992sasparcelldi?r3 Jlis,' I - - lei 1ein)(herin6u3fral ONO)ois4lcl�a^rond the GrodAdwater,(GR)and WellTiead Prc 0�ve�y blsVlcts ,` pLbum add ngs_wIII be held a)the - B- Tow allr ,67�M`aig,.Street I s, ea gRaor"(',rbcetedonthe - Dec�emrY'14 2l)16. Caro Yore BARNSTABLE REGISTRY OF DEEDS oa t alat]IKee' e e. e a v _r�}�ToWrh c'e's 8 a..a�P�Dhn a,Ma - John F. Meade, Register ppe - e 25 nr!DemtlerQ 6 .:,. REScheck Software Version 4.6.4 Compliance Certificate Project 15 Piney Point Rd Centerville - Room Over Garage Energy Code: 2015 (ECC , Location: Barnstable, Massachusetts , Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 280 ft2 ; Glazing Area 12% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15 Piney Point Road Silvia and Silvia Centerville, MA -Compliance: 8.7%Better Than Code Maximum UAi 69 Your UA: 63 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies IBM Ceiling 1:Cathedral Ceiling 364 49.0 0.0 0.022 8 Wall 1:Wood Frame, 16" o.c. 490 20.0 0.0 0.059 24 Window 1:Wood Frame:Double Pane with Low-E. 60 0:280 17 Door 1:Solid ; 21 i 0.260 5 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 280 30.0 0.0 0.033 9 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propoLpad building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory r quir ents listed in the REScheck Inspection Checklist. Anderson Insulation 10/03/2017 Name-Title Signature Date Project Title: 15 Piney Point Rd Centerville-"Room Over Garage' _ . , Report date: 10/03/17 Data filename: Untitled.rck k Pagel of 9 f REScheck Software Version 4.6.4 Inspection Checklist . Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field�Ver�fied f ,r # Pre-Inspection/Plan Review: - _ Complies? Comments/Assumptions & Req.ID ; Value Value 103.1, '.Construction drawings and ❑Complies 103.2 documentation demonstrate w ❑Does Not i [PRl]1 energy code compliance for the IQNot Observable building envelope.Thermal " f envelope represented on ❑Not Applicable j construction documents. 103.1, ;Construction drawings and t ❑Complies 103.2, tdocumentation demonstrate 4 ❑Does Not 403.7 energy code compliance for i [PR3]1 ;lighting and mechanical systems "[]Not Observable 'Systems serving multiple ' k=. ❑Not Applicable -* . dwelling units must demonstrate ' compliance with the IECC e Commercial Provisions. 302.1, ;Heating and cooling equipment is. Heating: Heating: i❑Complies 403.7 sized per ACCA Manual S based Btu/hr r Btu/hr 10Does Not r [PR2]2 ?on loads calculated per ACCA :. Cooling: ` Cooling: []Not Observable Manual J or other methods Btu/hr ' Btu/hr `approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Piney Point Rd Centerville- Room Over Garage Report date: 10/03/17 Data filename: Untitled.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 :A protective covering is installed to ;❑Complies [F011]2 !and exposed exterior insulation ❑Does Not ;and extends a minimum of 6 in. below ❑Not Observable; =grade. :❑Not Applicable ' 403.9 :Snow-and ice-melting system controls;❑Complies i (FO12]2 installed. :]Does Not 6i t❑Not Observable ,❑Not Applicable Additional Comments/Assumptions: s r ` 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) . Project Title: 15 Piney Point Rd Centerville- Room Over Garage Report date: 10/03/17 Data filename:,Untitled.rck Page 3 of 9 Section Plans Verified'. Field Verified . # Framing/'Rough-In Inspection Value Value e Complies? Comments/Assumptions & Req.ID 402.1.1, i Door U-factor. U- U- ;❑Complies ,See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 ;❑Not Observable ❑Not Applicable . 402.1.1, 'Glazing U-factor(area-weighted U- ` U- '❑Complies °;,See the Envelope Assemblies 402.3.1, :average). s ❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ❑Not Applicable [FR2]1 { 303.1.3 ;U-factors of fenestration products' *. ;❑Complies [FR4]1 `are determined in accordance ❑Does Not ' with the NFRC test procedure or , ] i :taken from the default table. ,❑Not Observable s ❑Not Applicable 402.4.1.1 ;Air barrier'and thermal barrier �❑Complies [FR23]1 installed per manufacturer's I =❑Does Not instructions. t ❑Not Observable }❑Not Applicable ' 402.4.3 ;Fenestration that is not site built * r ❑Complies [FR20]1 ;is listed and labeled as meeting « ODoes Not 0 ;AAMA/WDMA/CSA 101/I.S.2/A440 j or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 1 IC-rated recessed lighting fixtures �.`` 0Complies [FR16]2 jsealed at housing/interior finish ❑Does Not ;and labeled to indicate s2.0 cfm t 'leakage at 75 Pa. #❑Not Observable ' ;. .,ONot Applicable 403.2.1 Supply and return duets in attics I ; <,'❑complies [FR12]1 insulated >= R-8 where duct isr, ❑Does Not >=3 inches in diameter and>_ R-6 where<3 inches.Supply and n `=[]Not Observable 'return ducts in other,portions of ❑Not Applicable -; the building insulated>= R-6 for f ::diameter>=3 inches and R-4.2 ' !for< 3 inches in diameter. 403.3.3.5 1 Building cavities are not used as '* -' t *❑Complies [FR15]3 .ducts or plenums. ° ❑Does Not ` ENot Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- - '❑Complies [FR17]2 =above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- f 3 ❑Not Observable ❑Not Applicable z 403.4.1 ,Protection of insulation on HVAC w.. ❑Complies [FR24]1 piping. „ s ,[]Does Not ; 19) ;, '❑Not Observable ; ❑Not Applicable 403.5.3 1 Hot water pipes are insulated to R- R- i❑Complies [FR18]? ?R-3. s ` ❑Does Not ❑Not Observable ❑Not Applicable x 403.6 ;Automatic or gravity dampers are ElComplies [FR19]2. installed on all outdoor air '❑Does Not intakes and exhausts. + 'Not Observable ; { .., y ,❑Not Applicable -------------- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Piney Point Rd Centerville- Room Over Garage . Report date:. 10/03/17 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 1 High I:mpact..(Tier.1) 1.2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Piney Point Rd Centerville-Room Over Garage Report date: 10/03/17 Data filename: Untitled.rck Page 5 of 9 r Section Plans Verified Field Verified' # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 5 303.1 All installed insulation is labeled • ❑Complies [IN13]2 :or the installed R-values ; _ ElDoes Not ` ;provided. t ❑Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. ( R-. R- ;❑Complies :see the Envelope Assemblies 402.2.6 R❑ Wood ❑ Wood '!❑Does Not ;table for values. [I`N'1]1 ❑ Steel ❑Steel ;❑Not Observable I . ❑Not Applicable - k - 303.2, ;Floor insulation installed per ; .1❑Complies 402.2.7 manufacturer's instructions and InDoes Not [IN2)1 in substantial contact with the ;underside of the subfloor,or floor -]Not Observable t :framing cavity insulation is in ;❑Not Applicable F . contact with the top side of 'sheathing,or continuous `insulation is installed on the '' underside of floor framing and extends from the bottom to the r top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a' R- R- ❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood F❑ Wood ❑Does Not 'table for values. 402.2.E f wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3)1 -;exterior,the exterior insulation Steel Steel. ` 'requirement applies(FR10). ❑ ❑Not Applicable ; i ! f 303.2 Wall insulation is installed per ❑Complies ' [IN4]1 :manufacturer's instructions. !❑Does Not AIr ❑Not Observable ,❑Not Applicable Additional Comments/Assumptions: 1 A 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Piney_Point,Rd Centerville- Room Over Garage Report date: 10/03/17 Data filename: Untitled.rck. , • Page 6'of 9 , f I Section Plans Verified & Req.ID Field Verified Value . # Final Inspection Provisions Complies? Comments/Assumptions Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood Q Wood ❑Does Not :table for values. 402.2.2, ;Q Steel Steel' 402.2.E ;QNot Observable [FI1]1 '❑Not Applicable ' } : 303.1.1.1,;Ceiling insulation installed per ADComplies 303.2 manufacturer's instructions. • { ❑Does Not [FI2]1 !Blown insulation marked every * ` 300 f:2. ❑Not Observable ; 3❑Not Applicable 402.2.3 :Vented attics with air permeable _ _j❑Complies [FI22]2 :insulation include baffle adjacent > ❑Does Not ;to soffit and eave vents that , extends over insulation. h❑Not Observable ❑Not Applicable 402.2.4 'Attic access hatch and door R- i R- '❑Complies [FI3]1 ;insulation>_R-value of the ❑Does Not adjacent assembly. 'QNot Observable ' 1 ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI17]1 :ach in Climate Zones 1-2,and `:❑Does Not <=3 ach in Climate Zones 3-8. j []Not Observable _ ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ! cfm/100 cfm/100 '❑Complies [FI4]1 Fcfm/100 ft2 across the system or ft2 § ft2 j❑Does Not <=3 cfm/100 ft2 without air : handler @ 25 Pa. For rough-in []Not Observable tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. } 403.3.2 Ducts are pressure tested to cfm/100 I cfm/100 ,❑Complies (FI27]1 *,determine air leakage with F ft2 ft2 ,❑Does Not ;either: Rough-in test:Total leakage measured with a t =❑Not Observable { :pressure differential of 0.1 inch QNot Applicable s- ,w.g. across the system including s :the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total leakage measured with a ` pressure differential of 0.1 inch ;w.g.across the entire system z ,including the manufacturer's air 'handler enclosure. 403.3.2.1 ;Air handler leakage designated :❑Complies [FI24]1 ;by manufacturer at<=2%of ❑Does Not ,design air flow. * i❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 ;installed for control of primary []Does Not ;heating and cooling systems and Y f initially set by manufacturer to ❑Not Observable 3 codespecifications, b` ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed ❑Complies , [Fl10]2 ion heat pumps. t ❑Does Not .. i '[]Not Observable ,❑Not Applicable 403:5:1- ';Circulating service hot water ,; ': ❑Complies [Flil]2 ,systems have automatic or " ❑Does-Not i accessible manual controls. ? e QNot Observable ❑Not Applicable , 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact.(Tier,3) Project Title: 15 Piney Point Rd Centerville Room Over Garage Report date: '.10/03/17 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Fi6ld:Verified # Final Inspection Provisions Complies? comments/Assumptions & Req.ID Value,: Value w 403.6.1 All mechanical ventilation system; OComplies [FI25]2 `fans not part of tested and listed " 111Does Not HVAC equipment meet efficacy ;and air flow limits. ,,, ,. ti❑Not Observable ; 3 A❑Not Applicable 403.2 ;Hot water boilers supplying heat ,y ?❑Complies [F126]2 through one-or two-pipe heating j❑Does Not systems have outdoor setback s ;control to lower bailer water 3 i❑Not Observable temperature based on outdoor ❑Not Applicable temperature. % y 403.5.1.1 Heated water circulation systems ❑Complies [F128]2' !have a circulation pump.The 1 # -4-Does Not system return pipe is a dedicated 4 s ' return pipe or a cold water supply,' ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are . . ;not present.Controls for circulating hot water system pumps start the pump with signal{ for hot water demand within the :occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems 1EIComplies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ❑Not Observable i adjust the energy input to the { heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ;Water distribution systems that 4 �nComplies [F130]2 I have recirculation pumps that r❑Does Not pump water from a heated water fi ' ,,supply pipe back to the heated ❑Not Observable 'water source through a cold p,4, 01\lot Applicable• j water supply pipe have a t .. demand recirculation water 'system. Pumps have controls :< that manage operation of the pump and limit the temperature of the water entering the cold ;water piping to 1049F. ,. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA k 's .r❑Does Not B55.1. Potable water-side ; i pressure loss of drain water heat ❑Not Observable 4 'recovery units< 3 psi for a ;[]Not Applicable r individual units connected to one or two showers. Potable water- :side pressure loss of drain water ' heat recovery units<2 psi for individual units connected to :three or more showers. I❑Complies 404.1 ;75%of lamps in permanent [FI6]1 fixtures or 75%of permanent CI Does Not ;fixtures have high efficacy lamps ❑Not Observable ; ;Does not apply to low-voltage lighting. r W .:; . ❑Not Applicable 404.1.1 ¢Fuel gas lighting systems have x 4❑Complies [FI23]3 ;no continuous pilot light. UDoes Not ❑Not Observable ❑Not Applicable `. T High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Piney Point Rd Centerville- Room Over Garage Report date: 10/03/17 Data filename: Untitled.rck ,. Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value- Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. nComplies r [F17]2 I Does Not IONot Observable ONot Applicable 303.3 ;Manufacturer manuals forIComplies i [FI18]3 mechanical and water heating iE]Does Not systems have been provided. ;[]Not Observable . _'?[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Piney Point Rd Centerville- Room Over Garage Report date: 10/03/17 Data filename: Untitled.rck Page 9 of -9 2015 IECC energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 49.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.26 Heating System: Cooling System: F ' Water Heater: Name: Date: , -Comments ' Ron Silvia From: Adam Piccirilli <adam@andersoninsul.com> Sent: Tuesday,October 3, 2017 11:34 AM To: Ron Silvia Subject: Rescheck 15 Piney Point Rd Room Over Garage Attachments: doc20171003114434.pdf -----Original Message----- From:Administrator Account Sent:Tuesday,October 3,201711:45 AM To:Adam Piccirilli<adam@andersoninsul.com> Subject: -------------- TASKalfa 6551ci [00:17:c8:08:aa:7a] ------------------- f • , �,ie�payrunaa�awealtf c�O��pacluu�e�1ii SINS_ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registratiorr01627 Type: Expiration $�26t18 Private Corporation i SILVIA&SILVIA ASSOCIATES INC. i Rl nald Silvia 1284 A MAIN ST. — OSTERVILLF.,VA 02655 Undersecretary Massachusetts Department of Public Safety ' Board of Building Regulations and Standards License: CS-016932 r Construction Su pervisor RONALD J SILVIA 44 ICE VALLEY Rb OSTERVILLE MA 02665` . Expiration: fl 7 Commissioner 11/18/2017. 7 J T i ITZZ Cr owweah*,zjf Mama art . Departmeut afr &ia-1A dderzfg ` 600 Washhwton j, reet Boston,AA 02111 t4'F{rRiLillt �t7P�lt�lll � ' Workers' Cumpensafecm.Insmrmce Affidavit Bmtder-dCcm ractarsMec acmns1PIun3bers 1p�i�an#I>zfarma is Please-PrintF r'Ii�Y 1: N3IIle $ g�yirmlTn rt,r4 S/fVI�' y ,) I'Vd� , IINC a Ad&ess: M 0I n S+rd,�� e f tact E ll� t4 OIG561' ' . Phone q 441 . Are you an emplarr?Checkthe apprapriafe bmm ' Type Qf project r L FY I a.a 1 (P 4 ❑I am a general confmctor and I P ] f ��d}'= P * live lt�Elie sdr-cor bacfoss 6 '0 New consfra�iba t�ployees(fiall an�dfor part#ime}_ 2.0 I am a sole proprietor,orpartuer risfed onfii-e attached sheet. 7. ElR=odeli g s .p an �e na�'P1a'�`�s a nese sob-cmftc-tors halve �Pd • 9-,Q Demalifinn � wow fx=a in any capacit- �Fla�ees a�hare wadaTs' [Ida V�o� camp.asstrznce camp.m=nM 9. ®Stulding air . regnfred 1 5. We are a cosporafimand its 10❑ IP , 1 repairs or adc9 ims officers Stave exer red their 3_ElIama bomaowrerdoing all or1c 1LO FhtmbingrepnM oradz9fiom myself[No wadi&cog'- mWit of emmnpEon per 14f-GI. L❑Rflafrepairs incrrcamrere n;rPd�i c.�,RA andwe have ao employees-LVhwAers' 1311'Other comp.ksman'M reT ired_!i •$ayWff-,,tdzstcbedabos 1ma,telsaflloa�ff sectEnabeIawslratdngi�eirsuot$ers'�pensatiaupnyepi 'urm ffamr�wneaschv sub=t dris sffida<<a,wT rzbng duv-y sm ddiag 0wcak=4tbeahim outside=h�Ltersamst sohutitanew�daent indi�on sack . rCagtaciois tcheckthisbwc must rttachedffiaddiiimal shed slawingthanxmeofthesnb-Ccmt=tamxadstiletcheibmornotrbosaeaddesh emp9oy�.Ifthesuh-caa•�esh�e empIOf�'S,i'Fieyamstgiasid�t3t�st trarkra'ramp.paTi�aumbrs . I au[�t eetplo} r t7eaf is pratadi�tc?n�ar]€ets'coat ertsr arl iasrirarres 'or rrcy Ia]�¢s ,Seloty is fhe�PV1HrY card jal,Site FfL�t717lLQ170ti. ' InsmanceCompanyName_ HA-F.T'FORA UND PS -AR 'PO-ficy 4-or Self--ins_uc_-A !0 5(a 0 U B S'8 3 10 7 r'o A 17 1�pi�ianDate Q*}-►D 1 -oZpJ� ' Job Re Addre=� Wiall.=;r PdrN�Z � c yisr pSrt�lE`L�R IL n,8 O ott,3 a rif#ach a oVy afthe warltiere compensafiaapalicy-derarafioa page(shooing the poRcry number and expi-xHou date. Fare to secure coverage as regdred uu&r Section 27A of MGL c�152 can lead to the imiposrlion of ct:iminai ptmalfies of a fine up to$UOD Oa and,'or one-yeasimp6sormexd,as well as civil penalties in the form of a STOP WORK ORDER and a ffm ' of up to$MCa a clap agaiEst the violafar_ Be advised that a copy of the zUfw=t maybe fxwarded fir the Of of IEcvedgatfans of the DSA•.far imsl rance cavemze,vela !}e Ida Iferetry cexfM. r eat r ltR rmd psrtalfies a g¢t uxp flratf7ts irc}arirudLvrt proszrT d aFiat�i�bars acid correct Date- ( 1 0 7 Phwa iF SOP �j rib ;Z 96 3 Ofcd use rxr�.I}�. 3�a not e>'rita fit tF�arerl,tc�be r.�rfngFet�d by rift'artaitu n�rcuiL Cry or Town: 'Perngff- reuse 9 Bsu�ag AaSrar4(dEde0W): L Board of Health ?.Buff: Deparfm!cnt 3.citylTown Qerk 4 Electrical hmpector S.Fhrmbing rMspector S.Other Contact Ferson• Maine#: ' .. • lbaforinationn I5z all=aplDyers to provide 1"� '=Sat[=for•wiz=Ployees. Massae GPI Laws Pvrs� fie,an ezrploye�is defined as°`,,evergpersdn m•6se sezvice of anuflier under Mry mntra�Dfhfi-r, . or i=pli old or -„ as man indiYid ,p=ta=�,aMc�i on,corporation or otT�e�legal�9,CC ZY tWD or mrse f � � andinch�g.�Iegal�s ofa deceased enrployer,or of1hD�mg aJDint eofezpase, However fhe zee�.trasEee:of .p�iP,asociafron or o$iesIegal entity, V ye - ehaving not more than three apar[medS andwho •Elie== m the occupant of-f r-- o�vner of a dwel 3;g r.�nefmrFt or repair wcrk on such desalting hosrse% dWPTTmv hpuise of app who�glar pesscm to do maw, or on.the grounds orb thereto shannotbecanse of sack oymentbe d=.e;dtn be an employee"MGL chap § C(� state or local liren� cg Shan wifhhDld ffie issuance or ter I52, 25 states fhat ePe2y m the commonwealth for mlY r�enewaI of a cease or pei�cit operate a j�nsmess nr to constrac#b ��� ce_eovexa e r . applicantvrho has notprDd'a cceptable e4iderf�of rrimpHance nnnr��POIHC21subavisions Shan ,q dcIitiDna IIIy,M(TL c]aptmr 15Z,§ stab's�Tertber ijic _ enter min any coafxact fat p 'ofpnblic work=til accep Ie evidence of compliancewitli the ms m=-. re erfs of this chapter have been emb d to the CMERdmg. ozity. ensafinn davit cDnzpletPSy, y mg the boxes h aPPIY fO YD=situation and,if Phase fffi oi± the W013=7 comp a tubers)al�g tbci<cmtifr�(s)of neCssa ,supply mb-c (S)name{s), ) offer than the insmmce. Lin d Lia1?iliCy Companies(LZiC) I finibed ffity Parinexships(LIP)WiffLno=3pIoyees members or parfne�s,see not rbgt�ed to cry eusation msalmm If an LLC or 112 dDes hage To ets a fn is l 1. Be advisedthat afF " maybe sabmi�ed tD the Depa-immt of rndusfrial�ovld �- y , policy e sore fa sigh and dafm ate affidavit The of d vlt AmideEds far con£m�n of iasal-Ence co notthe Deparimeat of beretamed to$e city ortownf�the applicaffnn R& pence or license is beingre s SbnvldyDU have any q�s'i� the Iiw or ifyon are reqfi•ed to obtain a worke, Llnstxial t1-rcid�nts- antes should ear then oolnpensationpohcy,please call tbeDepmmedat erlisfedbrIow. Self-iosRne3romp self-TRs=ancelicense;gybes on the agpragtiafeIi . . City ar Town O$cia7s . Iete and legibly.: D epar[mentbas provided a space flit bofinzn Pleasebe sore that the affidavit cnrrq has to coldactYoQ mg the applicant. ofthe affidavit for youfD fill Duftinthe eventth Office o an licant Please be mm fa f17]in fife ®itlIice rose mnnb which wi11 be imed. =f�eremce z�bcc In addition, aPP that mud mbmft Mm tiple pem itIliceose appli 'one in ay givcn pe�.`n ^only s�?t,one affidav>i indicating cow e and ZmdP.'t the apph r s °•DT<Ld w]>$�911 Iacztfons policy infomBHom if noes-a ) 1n Ihe " ed Qr fnarke d by.' 'ciEY;�town may be provided town).-A copy of'tbe-effidaviftbathashey ffi or 53 stamp . must be fmcd out earli Brant as ofthat a valid affidavit is on a far fatme'peaniEs or hoses_ ew mm al v� r; t 9, • I l:, CItIZf a IS o a License or permit not i-elate3:In business Or coIDSn -yP%�f'whe]`>:3I].DIllCown.Cd .. kIS y: . (Le.a dog HCCMC orpmmitt o banImTm ,.)saidpetsozLisI�TOTxeq�dto woulldlike< thankyonina&ancefaryounrcoopelafion youhave any� O . ' The Office ofrnvestigaimns -- please do nothesitEft to fetus a call. 'Ihe Deparfinemf s ar&ss,telephone fax rrmmbm: - • 4.6 tit I•-9 Ir k Rai617` 2 -' Raviscd4-24--07 � gd�a � DATE(MMIDDIYYW) ACORL> CERTIFICATE OF LIABILITY INSURANCE 1`.� 10/05/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT- If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathy Silvia NAME: The Fair Insurance Agency Inc. PHONE (508)775-3131 FAX (508)790-1677 A/C No Et I: A/C No): 619 Main Street EMAIL s: kathy@thefairagency.com ADDRE Suite 1 w - INSURER(S)AFFORDING COVERAGE NAIC# Centerville MA 02632 INSURER A: Berkley Assurance Co INSURED INSURER B: Hartford Underwriters Ins.-AR 80411 Silvia&Silvia LLC INSURER C: P.O.BOX 430 INSURER D: 1284 Main Street INSURER E Osterville MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1710501620 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUUL bUtJR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTEIT_PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5,000 A VUMA0121721 08/01/2017 08/01/2018 PERSONAL&ADV INJURY $ 1,000,000 _ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑PECOT- LOC - PRODUCTS-COMP/OPAGG $ 2,000.000 OTHER: $' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO - BODILY INJURY(Per person) $ - OWNED SCHEDULED BODILY INJURY(Per accident ' AUTOS ONLY AUTOS ) $ HIRED NON-OWNED - PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY r Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION - PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE X ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMBER EXCLUDED? N/A 6S60UB5831076217 04/01/2017 04/01/2016 (Mandatoryfyes,dsc in and E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 15 PINEY POINT CENTERVILLE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF BARNSTABLE ACCORDANCE WITH THE POLICY PROVISIONS. MAIN ST HY AUTHORIZED REPRESENTATIVE ., ANNIS - MA 02601 ©1988-2015 ACORD CORPORATION. All rights reserved: ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f r .• e - Town of Barnstable Regulatory Services _ + ssa Richard V.Scan,Director Building Division. Paul Roma,Building Commissioner 200 Mai.Street,Hyannis,MA 02601 www.town.barnstable.m&ns Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must - Complete and Sign This Section If Using A Builder I kh lie C• Sosyys , as Owner.of the subject proPerty. hereby authorize0�0` 1�V to act on,ray behalf; ; in all matters relative to work authorized by this building permit application for: (Address of Job) , i **Pool fences and alarms are the responsibility of the applicant Pools k are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. I/V Z. tore of C�epn Signature o Applicant t Name �_ Print Name . �- \/ /8 7 Date QTORMS:OWNERPERMLSSIONPOOLS 1 ' Town of Barnstable Regulatory Services oFtM rti Richard V.Scali,Director Building Division Paul Roma,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 QED ► www.town.barnstable.ma.us i• i Office: 509-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was exte ded to include o er-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who do not possess a cease,provided that the owner acts as supervisor. D ONO OMEOWNER Person(s)who owns a parcel of land on which he/she re ides or in nds to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accesso to suc use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a home e . Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be resp ible for all such work performed under the building ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for omp 'ante with the State Building Code and other applicable codes, bylaws,rules and regulations. . The undersigned"homeowner"certifies that he/she erstands the wn of Barnstable Building Department minimum inspection procedures and requirements and that he/she will co ply with said pr edures and requirements. Signature of Homeowner Approval of Building Official Note: Tbree-family dwellings co fining 35,000 cubic feet or larger be required to comply with the State Building Code Section 127.0 Construction Control, HOMEOWNER'S EXEMPTION The Code states that: "Any h, meowner performing work for which a ilding permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Su ervisors); provided that if the homeowner engages a person(s)for hire to do s�.th work,that such Homeowner shall act as Q rvisor." Many homeowners who use this exemption are unaware that they are assum'ng the responsibilities of a supervisor (see Appendix Q,RuIes&Regul4�tions fo"r Licensing Construction Supervisors,Sectio 2.15) This lack.of awareness often results in serious problems,particularly when the homeowner hires unlicensed person In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The home weer acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many com unities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities o��a Supervis6r.1;On the'last page this issue is a form currently used-by several towns. You may care to amend and adopt such a\form/certification for use in your community. ; Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 i K �ipn t p'f,o rV AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2'.1.1)1 P17-36; HENRY Connector—Silvia&Silvia.; 15 Piney Point Drive Drive,Centerville,MA Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph WindExposure Category...............................................................:................................................................B 1 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories 5 2 stories 1 Roof Pitch ....................................................................:.....(Fig 2) ...................................6 or 12/12_5 12:12 1 Mean Roof Height ..............................................................(Fig 2 Building Width,W ..............................................................(Fig 3)...................................:......... _18_ft 5 80' 1 Building Length,L ..............................................:...............(Fig 3).............................................._20_ft 5 80' ! BuildingAspect Ratio 1.13 5 3:1 1 P (LAN) .................:..............:..............(Fig 4).................................... .........— Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................_68"_5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 1_ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................................................................................:.................................. _1_ ConcreteMasonry.................................................................................................................................... n/a 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)...... .............................. 48 in.—6"—12" j Bolt Embedment—concrete........................................(Fig 5)................................................._7_in. 7" l Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 15" n/a_ Plate Washer...............................................................(Fig 5).........for single plates........>_3"x 3"x'/4 3.1 FLOORS Floor framing member spans checked ...............:...............(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).............................................—11'6"Its 12' _n/a_ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................................... !- Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................-0.0_ft >d _n/a_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................... n/a_ FloorBracing at Endwalls...................................................(Fig 9)................................................................... _l Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... in. ,I' Floor Sheathing Fastening.........................:........................(Table 2)10d Bx nails at 6—in edge/_12_in field 1 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................._8'_ft <_1 V 4_ Non-Loadbearing walls..;.............................................(Fig 10 and Table 5).........................._8'_ft <_20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)................._16_in.5 24"o.c. 1_ Wall Story Offsets ........................................................(Figs 7&8).........................................._0.0 ft >d _n/a_ 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls...................:.:........:.........................(Table 5).............................2x 6"_-—8_ft_0_in. 4— Non-Loadbearing walls................................................(Table 5)...........................2x 4"_-_11_ft_6_in. 1_ Gable End Wall Bracing' ' Full Height Endwall Studs............................................(Fig 10).........:...:............. WSP Attic Floor Length...............................................(Fig 11)....................:......................... ft ZW/3 _n/a_ Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............:...........100%......._ft 2:0.9W -If_ If— and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11).............................. .............................. _,n/a_ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays 1_ Double Top Plate Splice Length ..........:..............................................(Fig 13 and Table 6).................-----............... 4_ft _J Splice Connection(no.of 16d common nails).............(Table 6)............................: - f AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)....................................................... 2_ ,r_ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) ...........................:..(Table 8)........................................................—2— Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ......................................................... able 9 .....—0 ft_,in.:5 11' _n/a_ Full Height Studs (no.of studs)...................................(Table 9)........................................................-1_ 1 Non-Load Bearing Will Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._8_ft—6_in.<_12' -If- Sill Plate Spans...........................................................(Table 9).............................._0_ft_in.<_12" _n/a_ Full Height Studs(no.of studs)...................................(Table 9)........................................................ 3 , 4— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening2..............:...............................................................6'8"<_6'8" Sheathing Type.............................................(note 11).....................................................—7/16"_ J Edge Nail Spacing.........................................(Table 10 or note 11 if less)....................._3_in. Field Nail Spacing.........................................(Table 10).......... ...... .......... ...:................... 12_in. ,r Shear Connection(no.of 16d common nails)(Table 10).......................................................4/ft_ _,r_ Percent Full-Height Sheathing.......................(Table 10)...Shearwall Analysis Sheet............. CN#1 5%Additional Sheathing for Wall with Opening>6'8".........................................:......... f Maximum Building Dimension, L . Nominal Height of Tallest OpeningZ........:..............................................:.................6'8"s 6'8" 1_ Sheathing Type.........................:.....:.............(note 11)....... _7/16"_ Edge Nail Spacing.........................................(Table 11 or note 11 if less)....................._4_in. J Field Nail Spacing..........................................(Table 11)................................................._12_in. Shear Connection(no.of 16d common nails)(Table 11)......................................................3/ft- f_ Percent Full-Height Sheathing.......................(Table 11)..Shearwall Analysis Sheet.............. CN#1 5%Additional Sheathing for Wall with Opening>68"................................................... _n/a_ Wall Cladding Rated for Wind Speed?:...WC Shingles..............................................................:....................................... 1_ 6.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) 1 Roof Overhang ....................................................(Figure 19)............._1_ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=_152 plf CN#2 Lateral.............................................(Table 12).............................:...............L=_132 plf CN#2 Shear..............................................(fable 12)..............................................S= 58 pif CN 42 Ridge Strap Connections,if collar ties not used per page 21... (Table 13).............::.........:......T= 130 plf l Gable Rake Outlooker.........................................(Figure 20)............._1_ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls d Proprietary Connectors Uplift................................................(fable 14)................. ..........................U= lb. _n/a_ Lateral(no.of 16d common nails)...(Table 14)..............:...:..........:.........L= lb. _n/a_ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ 1 Roof Sheathing Thickness........:....:......:....................... ..................................................5/8"a 7/16"WSP 1 Roof Sheathing Fastening.........:.................................(Table 2)..................................................8d Bx Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: , a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. Const. Note#1 —Plywood shearwalls per Tbl. 11 —see Plan—Gable Ends EW&attached design analysis. 5. Const. Note#2—Use Simpson H2.5A Hurricane Clips for standard rafter/plate bearing AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 6. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -.-WHM TM F&M oer wrnnu usesd MUS A'f Sblc. , it 11 /1 It 11 14 1 . Y W 11 11 11 11 11 I r 1 11If 11 M FI ..3ii 1 11 11 0 1 11 11 1 11 11 of 11 11 . 1 Yf r1 0I1 1 � 11 If 1 4L 11 II Il r 1 • 1 a ii :.� Yj 1 J it It � 1 1 lr 11 11 n01J6t E b'DG� --y' tr1A1LSPAGM See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment t 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 e i + FPAMRO MEMBERS i a x i E �.� ..L► lrMK STAG XNL PATTERN PANEL PANEL W" DoumA NAIL EDGE SPA ew oETAL Detail Vertical and Horizontal Nailing for Panel Attachment e r PHILBROOK n I ENGINEERING FIELD REPORTMIORKSHEET 1 Project No: oe e ( Sheet No:i'' of 2— I �•soe•aasaeas � 4 GENERAL.DESCRIPTION Silvia&Silvia - 775-1442 P17-36 f Narrative: 1-1/2 Story Study Space/Garage Accessory Building a2990 and Main House Connector Addition Location James HENRY, 15 Piney Point Drive, Centerville, MA tkOFM,gSS Construction: 211x 6" @ 16" o/c Platform Frame-w/ Stick-built o�� qcy� ------------- Ceiling and Roof T VARNUM s U PHILBROOK SPECIAL CONSIDERATIONS MECHANICAL Use Group(s) : R-3 (1 & 2 Family Residences) o No.30690 j 9p 'PFcI v Construction Type: V-B (unprotected) see separation below L E Misc or Comments: o Site Check & Plan Review, Sizing & Layout V W o Design Checks - WFCM 1&2 Framing Details, w/ Connections & Shearwalls o Construction Notes, Wind Notes & Certification rrW DESIGN CONSIDERATIONS Soil Data: - Site Plan or Boring Log available: NO Preparer of plan or log: Direct Observation: YES, P86-22 (Bell Tower) from CC Atlas Qbn - Gravelly outwash, Sand & Silts Description; USCS = _SP-SM SEC Class Specifics: Br(allow) _ _2,400 lb/sq ft `z w/ 20% allowable width increase Fire Data: Exposed Wood Frame, No Dwelling or Sleeping ------- Loads SEC Location #/sq ft Dur Note ------ ----- --- --------- ------------------------ lst Floor - Garage 50 1.0 Tbl. R301.5 2nd Floor - Study/Studio 40 1.0 Tbl. R301.5 Attic - No Storage < 18" 0 1.0 Tbl. R301.5 12 1.0 Bear/Non-Bear Partitions: 2x4/6_ � --_ ] CM 1&2FFawl - Chp 1,Prescriptive Method f on-Bear or snow & Wind_ VONj I' Snow - m = 3 & 9/12 30 1.15 Tbl. R301.2(5) (MA) Wind - Speed = 110 MPH FM = B Tbl. R301.2(4) (MA) p Height & Exposure Coef. _ 1.00 1.33 Tbl. R301.2(3) i Ref Pres (Horiz) Zone 4 = -20 MWFRS Tbl. R301.2(2) j Ref Pres (Horiz) Zone 5 = -28 C&C Tb1. R301.2(2) Roof Pitch > 100 to 300 MRH = 20 ft Dormer Garage - 2 Story Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = -29 C&C Tbl. R301.2(2) Roof Pitch > 300 to 450 MRH = 12 ft Connector - 1 Story Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = -25 CSC Tbl. R301.2(2) 1 Loadings I 1st Flr 1st Flr 2nd Flr Attic Roofs ---------- --------------- ---------- ---------- -----------------------= LIVE LOAD I 50 40 40 0 30 j -------------------- ---------- ---------- ------------------------ DEAD LOADS 1_ 50 10 13 8 12 Misc: I 2"x 10" Joists, 211x 611/8" Ceilings & Rafters I DESIGN TOTAL I 100 50 55 10 45 w/ round I w/ 54 on DL Thl. 12 NET UPLIFT = (100'to 300) ( ) - .6 x ( ) = lb/sq ft -236 @ 16" o/c w/ C&C (-29) - .6 x (15) _ -20 lb/sq ft -239 @ 16" o/c w/'C&C (-25) - .6 x (15) = -16 lb/sq ft -170 @ 16" o/c for MNFRS (-18) - .6 x (15) = -9 lb/sq ft -120 @ 16" o/c I • I P82-FRW-7 I PHILBROOK q I p -t ENGINEERING FIELD REPORTMORKSHEET i Project No: ` 1'36 107 STREET DENN&M Sheet No Z' Of 'Z _OENMS u 02838 _ . GENERAL DESCRIPTION Silvia6Silvia - 775-1442 �8th'ed� P17-36 Narrative: 1 Story Main House Connector Addition a2990 ----------- and Main House Connector Addition HOUSE Location: James HENRY, 15 Piney Point Drive, Centerville, MA --------- -SF1OF4fq I DESIGN ANALYSIS: Engineered Design (IAW Para �R301�1_3)�foi Beams/Headers 6 Posta� o PHILBROOK MECHANICAL #1 - Long Valley Beam; 1.75"x 9.5" -2.0E Micro-Lam LVL. Span = 11'0" N Wtrap = (30+15)x 0'-8' 6 8'-1i'6" X 2'6" = X 6 Y Points No.3 90 = 450 The @ 514" 6 200 lbs @ 616" Ptrid = (30+15)x 71/2 x 101/2 = 790 lbs @ 410 T NG�� Mmax = 3,240 ft-lb < Mallow - 5,885 ft-lb OK by TJ-9000 'IONAI E «< - High Connection = 805 lb. 6" T-Lok = 240 lb Nfast = 4 OK by Design 'b 50 - co� #2 - High Ridge Beam; 1 ea 1.75"x 11.25" 2.0E Micro-Lam LVL r Wul = [(30+15)x 151/2]x .75 + 10 = 265 lb/lf � w Span; 14,0" max Wul = 265 PLF < 314 PLF @ L/240 OK by TJ-9000 Tbl w/ 3' Cant. Using Reduced Contribution and Inspection #3 - Wood Post; 4"x 6" #2 D-Fir w/ Fc(ll)= 1,200 PSI; E= 1.4x 10(6) PSI Pctr = 2,980 lbs Leff = 1210" for weak axis " f'c(ll)req = 155 PSI L/d = 41 6 K = as old NDS Zone III check '- F'c(ll)allow = 250 PSI @ Cd = 1.00 OK by Design i #4 - Foundation Bearing; 10" Sono-Tube w/ Big-Foot 24 @ 41011+ depth Pctr = 2,540 lb BF24 Footer Tube - Aavail - 2.6 sf z Bearing Act = 977 lb/of < 2,400 lb/sf = Bearing Allow OK by.Design SHEARNALL ANALYSIS: 1 Story Connector TITLE Elevation - Level (Location) A Total wall area; Scale off plan - Inscribed Layouts B EFFECTIVE shearwall area (no panels thinner than H/3.5) C Roof, Ceiling & 1 Floor D Divide B/A -- E Aspect Ratio - Building Length/ Building Width F Plywood Data from Tbls. 11 WFCM Exp B 110 MPH Guide G Sheathing 6 Boundary Nail Spacing (See Color KEY) , House Connector=7'4" Eff.Panel Width=25" NOTE-Gable Ends,Tbl.11 EW I f TITLE NORTH-Existing TITLE SOUTH-Gable A Tot SgFt Common to House Tot SgFt 146.6 aq ft B Eff.SgFt Tot SgFt 58.6 sq ft C Tbl.10 Tbl.11 Roof, Ceil 6 1 Floor D Avail. % Avail. % 40% E L/W LM 1.43 F Req.% Req.% 3996 G 7116"Naiing 7116"Naiing TITLE EAST-Gable TITLE WEST-Gable A Tot SgFt 102.6 sq ft Tot SgFt Common to House- B Eff.SgFt 36.7 sq ft Tot SgFt C Tbl.11 Roof, Ceil 6 1 Floor Tbl.10 D Avail. % 36% Avail. % E L/W 1.43 L/W F Req.% 3296 Req.% G 7116"Naiing 31#-3 (8d_@=3"o/c) 7116"Naiing SW-2 increase d_3hearwa11;7/16"+ CDX/OSB w/ 8d ring-shank @ 4" o/c and Solid blocked seams w/ 1/2" GWB/plasterboard on inside and 10" o/c Field nailing SW-3 Increased Shearwall; 7/16"+ CDX/OSB w/ 8d ring-shank @ 3" o/c and Solid blocked seams w/ I/2" GWB/plasterboard on inside and 6" o/c Field nailing l k ' P82-FRW-7 r. G i B k 3026? P:s 2 3 1 �'Or5289 01-31-2017 09 % 12u Town of Barnstable wnsuas j ,.� Zoning Board of Appeals Decision and Notice Special Permit No. 2016-042-Henry §240-92(B)- Nonconforming structures used as single- or two-family residences To allow an addition that would intensify a preexisting nonconforming front setback Summary: Granted with Conditions Applicant: James C. & Kathleen C. Henry Property Address: 15 Piney Point Drive, Centerville Assessor's Map/Parcel: 228/155 --- Zoning: Residence D-1 District ' ' - - - Hearing Date: December 14,2016 - - Recording Information: Deed: Book 22306 Page 86 Background James C. & Kathleen C. Henry have applied for a Special Permit pursuant to §240-92 Nonconforming Buildings or Structures or in the alternative, a variance if necessary. The applicants are proposing to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck. They are also proposing to demolish the existing detached garage and construct a new garage. The proposed addition to the dwelling will be 7.2 feet from the front yard setback where 30 feet is required. The property is located at 15 Piney Point Road, Centerville, MA as shown on Assessor's Map 228 as Lot 155. It is located in the Residence D-1 (RD-1) Zoning District. The subject property is located on Piney Point Road in Centerville, directly on Long Pond. The parcel is 11,060 sq.ft and improved with three structures: a two-bedroom dwelling, a one-bedroom dwelling and a garage. Both dwellings are nonconforming to the 30 foot front yard setback requirement in the RD-1 District. The existing garage is located 2.4 feet from the side lot line, nonconforming to the required 10 foot setback. All structures are nonconforming to the required 50 foot setback from Long Pond, a designated "great pond." Procedural& Hearing Summary Special Permit Application No. 2016-042 for an addition to connect two preexisting nonconforming dwellings was filed at the Town Clerk's office and the office of the Zoning Board of Appeals on November 3, 2016. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on December 14, 2016 at which time the Board found to grant the special permit subject to conditions and to allow the applicant to withdraw the request for a variance. Board Members deciding this appeal were Brian Florence, Alex Rodolakis, Spencer Aaltonen, David A. Hirsch, and Herbert Bodensiek. Attorney Brian Wall represented the Applicants before the Board. He provided the Board with an overview of the proposed to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck. He also stated that the applicants are proposing to demolish the existing detached garage and construct a new garage. The Board sought-clarification on the proposed height of the garage and the engineer stated it would not exceed 22 feet in height. The Board Chair requested public comment. No testimony was given. Findings of Fact At the hearing on December 14, 2016, the Board unanimously made the following findings of fact in Special Permit Application No. 2016-042, a request to expand a preexisting nonconforming dwelling: Town of Barnstable ZoningBoard of Appeals-Decision and Notice Special Permit No. 2016-042-Henry 1.- In Application No. 2016-042, James C. and Kathleen C. Henry, have applied for a Special Permit in accordance with Section 240-92.B — Expansion of Nonconforming Buildings or Structures Used as Single or Two Family Residences. The Applicants propose to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck. They are also proposing to demolish the existing detached garage and construct a new garage. The proposed addition to the dwelling will be 7.2 feet from the front yard setback and the proposed garage will have 5.5 foot side yard setback. 2. The subject property is located at 15 Piney Point Drive, Centerville as shown on Assessor's Map 228 as Parcel 001. It is in the Residence D-1 Zoning District. 3. Section 240-92 allows for the expansion of a preexisting nonconforming structure used as a two-family residence with a Special Permit. The proposed addition will connect two single-family dwellings; the addition will encroach into the front yard setback and will intensify the degree of the non-conformity, and therefore requires a Special Permit, 4. Site Plan Review is not required for single or two-family residential dwellings. 5. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The addition to connect two nonconforming dwellings will create one dwelling therefore bringing the property in greater compliance with the Ordinance. 6. The proposed expansion of the dwelling will not be substantially more detrimental to the neighborhood than the existing dwellings. The addition to the existing decking on the rear of the structures will not be closer to the wetlands than the existing 1-bedroom dwelling and will not be seen from the road. The vote to accept the findings was: AYE: Brian Florence, Alex Rodolakis, Spencer Aaltonen, David A. Hirsch, and Herbert Bodensiek NAY: None Decision 1. Special Permit No. 2016-042 is granted to James and Kathleen Henry, to allow for an addition and expansion connecting the two preexisting nonconforming dwellings at 15 Piney Point Drive, Centerville. This permit shall allow for the construction of an addition located 7.2 feet from the front property line. Additional construction includes an exterior deck connecting the two structures, and the reconstruction of an existing garage in greater conformance,with setback requirements. 2. The addition shall be constructed in substantial conformance with the plan entitled "Site Plan at 15 Piney Point Drive, Centerville, MA 02665" dated January 12, 2016, drawn and stamped by JC Engineering. 3. This construction shall represent full build-out of the lot. No additional increase in building coverage or gross square footage shall be permitted without prior approval of this Board. 4. The proposed garage will not exceed 22 feet in height. 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies filed with .the Zoning Board of Appeals and Building Division. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Brian Florence, Alex Rodolakis, Spencer Aaltonen, David A. Hirsch, and Herbert Bodensiek ' 2 ' Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-042-Henry NAY: None The Applicants representative, Attorney Wall, requested a withdrawal of the Variance. The vote to accept this request: I AYE: Brian Florence, Alex Rodolakis, Spencer Aaltonen, David A. Hirsch, and Herbert Bodensiek NAY: None Ordered Special Permit No. 2016-042 to construct an addition to connect two pre-existing nonconforming residential structures and to construct a new deck and demolish the existing detached garage and construct a new garage at 15 Piney Point Drive, Centerville has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to'the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be mad pur ant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of his ecision, a copy of which must be filed in the office of the Barnstable Town Clerk. M-.Z x is, Vice Chair Dath.Silned I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the five of the Town Clerk. Signed and sealed this, day of rn ti '710/ under the pains and penalties of perjury. Ann Quirk, Town Clerk - ✓. �'.� , ens �: l a 'MkSS. s Town of Barnstable( • MAS& Assessing Division r1 1. 367 Main Street,Hyannis MA 02601 www.town.barnsta ble.m a.us Office: 508-862-4022 Jeffery A,Rudziak,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION November 29, 2016 RE AdjaGen+ Abutters 1 i For Parcel(s) : 228-155 15 Piney Point Rd. Centerville. MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable - AbutterReport _ Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '228155' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count:.24 J Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip WHEELER,JOYCE A& DEVANEY,JUDITH W& 169 DANFORTH ST PORTLAND,ME 208058 WHEELER,JEFFREY A WHEELER,JANE V APT#2 04102 23141/173 208060 JORDAN,PRISCILLA D 100 MAIN STREET CENTERVILLE,MA 24280/165 &PANICO,JUDITH A 02632 208061 BARTLETT,DONALD H 144 PROSPECT ST LODI,NJ 07644 20762/325 &SANDRA HERBERGER,CHARLES CHARLES HERBERGER 445 MAIN STREET CENTERVILLE,MA IR FAMILY REV I R 02632 208090 FONE,RONALD W& 91 MAIN ST CENTERVILLE,MA 19239/53 HEATHER. 02632 WALT228001 BROWN,ROBERT E TR STILLA HAMN TRUST 236 DALE ST 2451 M,MA 02451 15401/262 228003 INGRAM,PAUL C& 17 FERRY HILL ROAD GLOUCESTER,MA- r 10462/47 SUSAN H 01930 228004 MOOS,RICHARD L&L 36 PINEY POINT DR CENTERVILLE,MA 15385/63 CHERYL 02632 228005 CONTI,VICTORIA 90 PINEY POINT CENTERVILLE,MA 28015/3 REGINA DRIVE 02632 228006 READY,W MICHAEL& 50 PINEY POINT CENTERVILLE,MA 16306/234 ROBYN J DRIVE 02632 228007 ZAHN,MARGARET 89 PINEY POINT CENTERVILLE,MA 27350/184 DRIVE 02632 228008 LITTLEFIELD,NADINE C/O HUTCHINSON, 97 PINEY POINT CENTERVILLE,MA 4506/329 MARY NADINE DRIVE 02632 , 228009 HELLYER,TRAVIS& 170 CARL STREET SAN FRANCISCO, 29248/166 DOUGLAS,MEGHAN CA 94117 GRIFFIN KEVIN J& MERRIMAC,MA 228010 KYLE ' 49 HIGHLAND RD .01860 22235/206 WILSON,COURTNEY CENTERVILLE,MA - 228011 CRAWFORD WOSHUA' 34 MAIN ST CENT CENT 16856/181 DONALD 02632 228012 REILLY,PATRICIA M 446 BELGRADE AVE WEST ROXBURY, 13935/130 #210 MA 02134 228013 DONNELLAN,JUDITH A 20 MAIN ST CENTERVILLE,MA 9865/347 02632 228014- ELDREDGE,DAVID& 10 MAIN ST CENTERVILLE,MA• 1967/90 JUNE F 02632 228016 GRIFFIN,RORY P& 28 DUNASKIN ROAD . CENTERVILLE,MA C118781 MARCENE'G 02632 228154 MOOS,RICHARD A&.`' 23 PINEY POINT DR CENTERVILLE,MA 15326/23 SHAWNA'L 02632 22B155 HENRY,DAMES C& 58 MONTCLAIR AVE WEST ROXBURY, 22306/86 KATHLEEN C MA 02132 %ISAACS,MARGARET MARGARET ISAACS TR CENTERVILLE MA 228173 ISAACS,MARGARET TR OF9/14/04 35 MAIN STREET 02632 25606/267 229001 GOLDIN,'✓ITALY& 53 PINEY POINT DRIVE 79 FLORENCE ST., CHESTNUT HILL, 18332/80' NATALY TRS REALTY TRUST APT#402S MA 02467 CARMELTTE SISTERS C/0 TREASURER GERMANTOWN,NY 229002 AGE/INFIRM GENERAL 600 WOODS RD 12526 1514/599 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 11/3/2016. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 11/3/2016 .•TOWN OF BARNS TABLE''::� • - . • k��.• ZONING BOARD OF APPEALS ��_NOTICE OF PUBLIC HEARINGS UNDER THE L??:°'.:.•ZONING ORDINANCE DECEMBER 14,2016. - call!,pe[sons Interested In or affected-by ' .the acuons of to Zoning Board df Appeals, yoU are hereby notified,pursuant to Section Il'of Chapter 40A of the General Laws of _ ry the Cominonwealt of Massachusetts,and V\ all amendments terelo;that a public hear- , Ing on the following appeals will tie held on _ Wednesdey,•December 14,2016-al the time "'•�` .APWhW0a nst;ible P Indicated: 7.00 PM Appeal No.201644Z Henry, ,-.• _ _ _ - James C:&Katleef C.Henry have applied for a-Speclal Permit pursuant to§240-92;• - Nonconformin Bulldiri s,or Structures br In the alternative,a variance If necessary- 'fit= LEGAL NOTICE The peUUoners'are proposing.to constivd . LT�t `?t',,y� -TOWWOF.BARNSTABLB:> -� -,( •y an addition to.connect lvie pre=ex(stmg• #: ONING.BOARDOFAPPEALS yT " nonconforming resider NOTICE OFPUBLi•G'HEAP)NGS�NOERTHEZONINGORDINANCE.. to construct a new deck They'are also`pion Wit: sw .t DECEMBER 14 2016`.. posing to demolish the existing detached 2 To a9 persons Interested 9n or affected by the actions of the Zero fib Garage-end,eonst uct a new garage;The I Board otAppeals ou are herebj,fiotified pursuant to Sectf`onM lA propbsed;edditlbrl to the:dweillrtg:will be tChaptdt aOA ot'the Genera(-LaWi`bt te'Cummonwealthrf`Massa:; 7.2 feet from the fronf yard'setback'where• chusetts,and all amendmentstherato,tat a publtt er'1h664g Dn the 30:feet Is requlred3:The-prbpertyls,located. following appeals will be held on Wednesday..December"14,2016 at at 1S P)oe :PoInlRoad Centemlle;MA as" the ttrire indicated,: u. y -1:00 eM Appeal No.2016-042=Henry YA shown on Assessor's Map 226 as LoI155.,' James•C.&Kathleen C::iHeriry'have applied fora Special Pef(niI It isaocated in'thsRe'sidehce Q=JJRD-1)-, pursuant;to§240-92:-Nonconforming Buildings or Structures or In Zoning DlstdcL" it_l,y'ri^.l ti �t;M>]t�° the alternative;a.variance U necessary.The petitioners are proposing 7:D1,PMAppealN0:201rr0gAMAILLCt:,.' tocons1tiuct.anaddition,to-cohnectawopre•exi5tingnbncgntormfng DMAGI LL'G has.applied,for a;Congitionaf- testdentialstructgres""and.to construcF anew tieckrihey:are also':pro- - Use.Special,Permit-pursuant lo 624o posing to demolish the existing detached garage and construct a new Bed 8 Bteakfestprobisions Tfie garage.,The proposed addition to the dwelling will be 72 feet from appileents,aBed&'esting a sprR s permit the'front--'yanL'setback'Where 30 feet Isrequired The pfaDFrty is to' . ppplicante ownership and.opeial pe mi to cated at:.15 Piney,Point Road,.Centerville,MA as shown:on Asses' existing th[eebedraorn six guest ed.and 'sor's Map 228as Oat 155.4t is located Iri.the Residence'0'+1(RD 1); h Zorifr g-Drstijctr;r•:, r sY zr1 breakfast,The propeH( Is located a(651 7:01 PM Appeal No 2016.043 DMAG,LLC Main Slieat/Route 6A;WesfBamstable;MA OMAG,.LAC tias appbed'for a Conditional llse Spectat Peimit.pur as shown,onhssessor(s Map 156 as Parcel - suantao§24011',E(6)[b) Red&BreakfastproNslons The apph`. 057 It•Is;lacat dt�n� a Residence�F(RF)_ cants are requestirig:a spedial permit to transfer,to 6wnershtp and; - Zoning Dis_W8 operatidn of airexlstingthree bedroom,six guest bed and brealdast, I i ' ^'' roe s-located'at 651,Ma10 StreettRoute,.z60. West 7:9Z PM Appeal Na 2016D4/'Speedwag LLCa The property Ny'I Speedway,LLG has pehtlonedlora'Vananee..• Barnstable,MA as showrron Assessor's Map.156 as Parce}057` t locatea in the Resldence'F(RF)Zoning OlstgcL —� 'I-oz PM_Appeal Na:2016-044 Speedway,LLC from 52 s;re 40-26 f3(I RegJlatla -.Me.' Speedway LLC has petitioned for a•variance from§24IY25 E Bulk petH[nT� 'gr�e�s(ng rellefto telocate nve Regula0ons The petitioner Is requesting-relief to relocate ilve parking. parkmgsPaces tMlnt"457tba'`}J rt�s ape' spaces•;.wdhin.the.45 toot-tandscape;butt It 'ttam''Falmo0 Ituhers' a(t outtRoad/ I 26 and RoadMoute 26 and Bearses Way.Site work is a[esult of a Massa! BearsesltNa slritetvut)sates otaMas chusetts-Department of Transportation,project involving the reloca- saehuseHs"De,Partme RT.�'ranspdrt"allon tion'ot curb cuts on Falmouth.Road and.9earses Way Ttie property project jnvolviI 6 elocat1onToW&rb cuts is Igizted of 317"Falmouth Road Hyannis MA as shown on Asses on Falmou�hoad�aeearse"sV�u.Ryze sor's Map 292 as Parcel 005,It Is located in the Highway Busmesdy propertyast lotate'a at�1Z Falt�o0th Road,."-! (HB}zoNng disfnCt;- '- Hyanms'MAas shown an Assess r Map T 03 PM Appeal No:,2016.045 Shea/Blake i 'xi-71 .<: +Ft SAs 3 Kevja Shea and Kimberly Blake have applied for a SpeciaiTermd _ 292 as,Farcel OOSt1Eis Iecatad�myt}ie)itgM wa Busl ass B;zu In tfstdct" '� pursuaatfto-§2401.31.4.D(2)Change,Expansion orAlteration of ex• y + ) 9 9 Isting;conforming ar rioncordOrming uses and strucWres.cThe appll 37 03PM Appeal No.2016 045 She III ' y f •e, a! izitts ate requestigg a Special Permit to construct art. 0 W the Kevir�sy4tjeata d,�.),CGberly Blake haves toiisting dwelhng;'In addition to a covered porch and new.front steps- j applied fo'a-$pedal Peltrg)t(rt�rshanrio't.. The prgpertyis located it.19 Vine Avenue,Centerville:MA as shown' F>§240-13.t 4 D(2f Gtiatige„�Expansiod oprs on;Assessor's-:Map 226 as Parcel 027.It is Located in the C@igvthe . s Ntetation of exlptl�g�eoPfntmmg ortn ilcanLs D strlcLSlsM (CBD)and to Craigville Village Ne ghborhoodeday forming uses aodystr((o)u[es Theapp 1. ti are_Yequesti9a Spadal�Pennitto"wnstNct 7:04,PM Appeal No 2018-046 Independence Place tLLCa an taddltlonito the misund,dWoUing In addb q- I`Independence Place LLC Is petitioning for variances l0 constNct a: uo ,cover orrrhNnd newiront stepsf!' three-story apartment building wnsisting of approximately 39 3ts +^ D r rF1 square feet contalning twenty-nine two-6edro0m apartments on bs �Theprop��{ysjodaFed-att9VirieAVonUe 4 -� - a 4 r a, Associated parking;acceislegress landscaping and`dthgr she im Ce�i�ervUle�MA{Easshbwn onAssessgrsrF provements are also proposed. Per§24¢33(A)(4S(a) ehef Is,re Map226,asP I e�02To(Is16'w c{in tel quested from! e'Grmensronal'regdirements,forapaRmehts irria240-` _ Cralg'III KBea : (CBD)and te` 2t(A(9)(a)'wMich 7egwres 5;000 sq ft bt 3rea Qer and ko allow 29 Crargv Ile NIIIageGNelgliborhoodtDverfay, umts;I.and which requites-affront yard setback at DIstrlets. w�� > � 4 n r', three finesjtle,,bulldtng height to allows reduced trantyard setback A 04PMAypealNd zD16646 a a of 62:9 feet Relref.,is also"requested lrom§24033F)tr 240 32(F� t nd a vu wy rvt . 7 Special Screening Standards InAndustrial zones ro ermll an approx . yty-;t 'gtndependencelace,LI.0,110`•-�, Indepen ance�blac' LLC}is petitioning fore, is requ fedfThe pa party Is located at939 Mary.DunlVRoadoHyanmst variances 10 construct a tree=sta ylapar{-r ' c "�^ MA as shownon�Assessor's Map 332 as•Barcel 013 4t is lWifli ii, - Emenf building-conslshng of ap pro xirnatelyl. the industriat,(IND)District and to Groundwater(6P)and Weliheady r; 3.9j312'square let,containing lwe.nry nine (tryp)prptectign Oveday Districts. c `nyo bedroom ppatments unds 0"s3ociated I; rnese public hearings Will be held,at the`Birpo.le Town Hall 36�€ parkltig(,accesslogressylandscapingand', ' Main,Street,;.Hyannis;_MA,Hearing Room located oirthe 2ntl'Hbor'; other site impr8vemen'1 are also proposed Wednesday December 14,2016.;Plans and applications may-be ce )Per§24o 33(A)(I)(il.4. lefl9reques1ed�`; viewed at-the Zoning Board-of;Appeals.Office GrowhhVanagement;- (lrow te•dimenalonatieq-Ulremep.tfor,aed'�' Department,TownOffues'100 Maid SVeet,HyanplS - mentaln,§240-21.(A)(9a(e)'twhlc feq[liresl,f. "•'� - `"•'`r 'Br(an flOrencer'Cliafi 45000sg,�totarea,per4unIfto an w29rugNsh�• ` Zoning Board af.Appeals and;§z4o 3�A)(s)(dj which mqujes a irorit'• The Barnstable Patriot tyUa;,'Set6&c otthfeelUmes ttiE tlGllding. November25 and.0ecember 2 2016 �Kelghttaq%�f w a ied'uced front yarE'Setbeck �`` 'RellefisalsoYe uested•frorii" §240=33(F) geciafScceen-n' , �ingtSteEidards[hidndiisMalzonesi(topetTiite:l - - an,approxilyipte))j„14.ifoo I,sfde/tear yard.j - - vegetated6ufierwbereall ot.buffae Wi _ required�Th,a propetty�s located ay-939, - MaryaDu(tsrk,,RoadyHya,��MA asshowq i , ' a'Asse'ssor4 Map�337�asParcel,dtl�3 1t Is - loce`fad'In)Iherlhdustnal(IND)Olsirlct and_ tha GroUrSdwaleG(GP)and Well ead prd'ectlo1veFlayblsMds - - hese p bltafyearm s will be held aE the l B [ems,;b Town l�e11�362�Matrl S[ieet � E - - I ��AgRoom�6ceted on the o flyednes3'a�j�Decem6eryt4 2016 grtA� ai_s�Ofir �'�GroroWt BARNSTABLE REGISTRY OF DEEDS - e ant Depa ant,Town:OfBcs; - •�a-3t,,''TTq,Fyan'sMA:,.`. .,. John F. Meade, Register - B e; to n'a Oha'Ir fi -g13aido¢Appe s e slab�'b flakdct�.� o: gn�December, 6 s,,�y TOWN OF BARNSTABLE BUILDING PERMIT;APPLICATION Map o'2. Parcel lg `Application`# Health Division x Date Issued Li Conservation Division rv,�r✓aRAC�+-�� Application Fee s Tax Collector Permit Fee _C-3��� 5� -, Treasurer �- Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address f 5 ij&ILWAt Tow f orz Village <2-eA•+PTVill+9 Owner -o-rr Address IMve4edQit- &46 l id Telephone I%Z )a"5 76 k Permit Request }- ` - � eA w l Oe' i �0 l s �a4e NW 6G� P in r ^c Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type' Lot Size @ o'� Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family I)t Two Family ❑ Multi-Family(#units) Age of Existing Structure yrC Historic House: ❑Yes 2Mo On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full Atrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7'7(o Number of Baths: Full:existing E —new 6 Half:existing new e•, Number of Bedrooms: existing 3 new�� Total Room Count(not including baths):existing .a new 6 First Floor Room Count S Heat Type and Fuel: YGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ®'No ;Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes W<o Detached garage:Unxisting ❑new size VaO Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:A'**e'xisting ❑new size Other: Z Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - '� j Commercial ❑Yes ❑No If yes, site plan review# f � --r Current Use Proposed Use - - BUILDER INFORMATION . Name Telephone Number :5'08- . j.3-7 0Ib0 Address t S'a *t'jt �Sfi License# C,s ng139 / 0_64-bf Vjl(e,, (af (yak Home Improvement Contractor# Worker's Compensation# ✓W C Jb J Jf 3 b I a lib ALL CONSTRUCTION DEBRIS RESULTING FROM THIS P OJECT WILL TAKEN TO L --.SIGNATURE A OW, Qvin DATE I� FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED r MAP/PARCEL NO. ADDRESS r VILLAGE r r OWNER x r DATE OF INSPECTION: I E fi FOUNDATION s FRAME INSULATION 5�2�a a*o- FIREPLACE } ELECTRICAL: ROUGH FINAL ; PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING h - :C f DATE CLOSED OUT ASSOCIATION PLAN NO. Ole �cd�� �� � f Town of Barnstable , Regulatory Services BM Wig, Thomas F.Geiler,Director ; Building Division Tom Perry,Budding Commissioner' 200 Main Street,Hyannis,MA 02601 ' www.town.barnstable.ma.us Office: 508-8624038 Fax:- 508-790-6230 Property Owner Must ' { • ' Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize i f�mo,h ('h Z mLn to act on my behalf, in all matters relative to work authorized by this building permit application for. .(Address of Job) f SiCnature of Owner Date Mmga AAA it Print Name . ''If Property. Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Henry House�aiffi-Ridge.Beam,,5_-1 ,'x 16 LVL with:Inboard_Su F �a RICHARP. yG� o No . 97 8 O S7 ss/ONAL E Beam 'Length: 280.32 in Location: 0.0 in -0.1173924 in Deflection 0.7715788 -0-1173924 0.5606375 deg Slope '0.5391388 0.5604923 384986.2 lb-in f 3713.642 Moment 0.0 5870.5 lb Shear . 5305.277 0.0 1718.688 Ibrn2 1718.688 Bending Stress Tensile:0.0 Compressive:0.0 69.8869 Ibiin2 0.0 Average Shear Stress 0.0 ** Henry House Main Ridge"Beam, 5 1-4 x 16 LVL with Inboard Supports ** BEAM LENGTH 280.32 in MATERIAL PROPERTIES �(b�`\�%H or Mq, 9 Modulus of elasticity = 1900000.0 .lb/in2 gOa RICHARD C'y G CROSS-SECTION PROPERTIES. P. o ANDERSON Moment of.inertia = 1792.0 in^4 ea No. 19778 Top height = 8.0 in' Bottom height = 8.0 in TE��� Area = 84.0 inz /OMAL E�6` EXTERNAL CONCENTRATED FORCES . 926.0 lb at 8.16 in 926.0 lb at 32.16 in - 926.0 lb at .16 in 80 926.0 lb at 80.16 in ✓/ �j 1354.0 lb at 86.66 in 926.0 lb at :104.16 in 926.0 lb at 128.16 in 926.0 lb at 152.16 in 926.0 lb at 176.16 in 926.0 lb at 200.16 in 926.0 lb at 224.16 in 926.0 lb at 248.16 in 926.0 lb at 272-.16 is UNIFORMLY DISTRIBUTED FORCES* 2.1917 Win at 0.0 over 280.32 in SUPPORT REACTIONS *** Simple at 12.0 in Reaction Force =-6822.8 lb 3 Simple at 268.32 in Reaction Force =-6257.577 lb MAXIMUM DEFLECTION *** 0.7715788 in ' at 138.2869 in No Limit specified MAXIMUM BENDING MOMENT *** 384986.2 lb-in at 128.16 in MAXIMUM SHEAR FORCE *** 5870.5 lb at 12.0 in MAXIMUM STRESS *** Tensile = 1718.688 Win 2 No Limit specified Compressive = 1718.688 lb/inz No Limit specified Shear (Avg) 69.8869 lb/inz No Limit specified ` e r a r 0r p� �.� O RICHARD P. o MDERSON Henry House Gable Ridge,#2, 3-1-2 x 1.1 7-O LVL �' 9��istE�```Q4 r . Beam Length: 216.48 in Location: 0.0 in 0.0 in 0.5328828 Deflection 0.0 0.4675307 i deg z 0.4254718 Slope 0.4675307 104467.0 Ib-in 0.0 Moment 0.0 2280.176 �. Ib 1277.972 Shear 2280.176 1271.051 Iblinz 1271.051 Bending Stress Tensile:0.0 Compressive:0.0 sa. 54.86137 n2 0.0 Average Shear Stress 54.86137 f RICHARD yG Henry House Gable Ridge #2, 3 1-2 x 11 7-8 LVL ** P. ir rn o ANDERSON 4 BEAM LENGTH = 216.48 in No. 19778 MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/inz CROSS-SECTION PROPERTIES Moment of inertia = 488.0 in^4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 41.5625 in ,7 G EXTERNAL CONCENTRATED FORCES 334.0 lb at 1.28 in 334.0 lb at 17.28 in 334.0 lb at 33.28 in 334.0 lb at 49.28 in 334.0 lb at 65.28 in 334.0 lb at 81.28 in 334.0 lb at 97.28 in 288.74: lb at 113.28 in 243.49 lb at 129.28 in 198.23 lb at 145.28 in 152.97 lb at 161.28 in 85.08 lb at 177.28 in 17.19 lb at 193.28 in UNIFORMLY DISTRIBUTED FORCES 1.083 lb/in at 0.0 over 216.48 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2280.176 lb Simple at 216.48 in Reaction Force =-1277.972 lb MAXIMUM DEFLECTION *** 0.5328828 in at 105.3089 in No Limit specified MAXIMUM BENDING MOMENT *** 104467.0 lb-in at 97.28 in MAXIMUM SHEAR FORCE *** 2280.176 lb at 0.0 in 2280.176 lb at 1.28 in MAXIMUM STRESS *** Tensile = 1271.051 lb/inz No Limit specified Compressive = 1271.051 lb/inz No Limit specified Shear (Avg) = 54.86137 lb/inz No Limit specified I � OF RISC PARD yGs o AND SON No. 19778 '. Henry House Main-=Ridge-Beam;;W8x35_ - � �/STE�```���`` aS Beam Length: 280.32 in Location: 0.0 in -0.1101602 in 0.7242413 Deflection :-0.1101602 0.5260993 deg 0.5062245 Slope I 0.5259615 390835.8 lb-in -3765.842 Moment 0.0 5963.416 -lb -5398.193 Shear 0.0 12494.44 Ib/in2 12494.44 Bending Stress Tensile:0.0 Compressive:0.0 578.9724 Wine Average Shear Stress 0.0 , .•� �N OF MAss S� RICHARD 'yG �Y J' ** Henry House'Main Ridge Beam, W8x35 ** o ANDERSON 4 N BEAM LENGTH = 280.32 in Coso. 19778 '^54 .p, MATERIAL PROPERTIES STE�� Modulus of elasticity = 29000000.0 lb/in2 �Opgt E�6 CROSS-SECTION PROPERTIES Moment of inertia = 127.0 in^4 Top height = 4.06 in Bottom height = 4.06 in f✓�fQ Area = 10.3 in2 EXTERNAL CONCENTRATED FORCES 926.0 lb at 8.16 in 926.0 lb at 32.16 in 926.0 lb at 56.16 it 926.0 lb at 80.16 in 1354.0 lb at 86.66 in 926.0 -Tb at 104.16 in 926.0 lb at 128.16 in 926.0 lb at 152.16 in 926.0 lb at 176.16 in 926.0 lb at 200.16 in 926.0 lb at 224.16 in 926.0 lb at'248.16 in 926.0 lb at 272.16 in UNIFORMLY DISTRIBUTED FORCES 2.9167 Win at 0.0 over 280.32 in SUPPORT REACTIONS *** Simple at 12.0 in Reaction Force =-6924.416 lb Simple at 268.32 in Reaction Force =-6359.193 lb MAXIMUM DEFLECTION *** 0.7242413 in at 138.3154 in No Limit specified MAXIMUM BENDING MOMENT *** 390835.8 lb-in at 128.16 in MAXIMUM SHEAR FORCE *** 5963.416 lb at 12.0 in MAXIMUM STRESS *** Tensile - = 12494.44 lb/in2 No Limit specified Compressive = 12494.44 lb/in2 No Limit specified Shear (Avg) = 578.9724 lb/in2 No Limit specified RICHARD yG P. ANDERSON a Henry House Gable Header, Double_2x1Os; ' # a/S7E�``6` �ONAI E� j Beam Length: 105.6 in location: 0.0 in 0.0 in 0.2422901 Deflection 0.0 0.3959354 deg Slope -0.3959354 0.3959354 66080.68 lb-in I Moment 0.0 0.0 1304.504 lb -1304.504 Shear 1304.504 BOB1464.417 Win' ' 1464.417 Bending Stress Tensile:0.0 Compressive:0.0 45.77207 Ib/inz 0.0 - Average Shear Stress 45.77207 i - go �yG ** Henry House Gable Header, Double 2x10s ** RICHARDp. o ANDER r" BEAM LENGTH = 105.6 in ca NO. 197D78 u MATERIAL PROPERTIESQF(j�s� � Modulus of elasticity = 1200000.0 lb/inz �RNAL W6 CROSS-SECTION PROPERTIES Moment of inertia = 214:34 in^4 Top height 4 4 in Bottom height = .75 in Area = 28.5 in2 EXTERNAL CONCENTRATED FORCES 2326.0 lb at 52.8 in UNIFORMLY DISTRIBUTED FORCES 0.0 to 4.04 lb/in at 0.0 over 52.8 in 0.66,lb/in at 0.0 over 105.6 in 4.04 to 0.0 lb/in at 52.8 over 52.8 in .SUPPORT REACTIONS *** Simple at 0.0' in Reaction Force =-1304.504 lb Simple at 105.6 in Reaction Force =-1304.504 lb MAXIMUM DEFLECTION *** 0.2422901 in at 52.8 ,in No Limit specified MAXIMUM BENDING MOMENT *** 66080.68 lb-in at 52.8 in MAXIMUM SHEAR FORCE *** 1304.504 lb at 0.0 in -1304.504 lb at 105.6 in MAXIMUM STRESS *** Tensile = 1464.417 lb/in2 No Limit specified Compressive = 1464.417 lb/in2 No Limit specified q Shear- (Avg) = 45.77207 lb/inz No Limit specified j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map. ao?ff Parcel / Application#�?� Health Division Date Issued 0�1 Conservation Division Application Fe Tax Collector - Permit Fee - •6 Treasurer o 12�2� i Planning Dept. ; Date Definitive Plan Approved by Planning Boa , Historic-OKH Preservation/H y ns Project Street Address /S( f(�vt�v' �Orn Dr Village Owner 'Ta&.e_9 14 e4 Address 0.1cq;r A OF JMq, Telephone P rmit Request e e_ eh P.A aJall& IaAe"L 7 Square feet: 1 st floor:existing proposed 2nd floor:existing -- proposed Total new — Zoning District Flood Plain', Groundwater Overlay � 1 Project Valuation %3-6P--A Construction Type Lot Size r a!j Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 1 Two Family ❑ Multi-Family(#units) Age of Existing Structure 8 &T Historic House: ❑Yes VLNo On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count e Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Vo Fireplaces: Existing W-A New -- Existing wood/cal_ tove: *es -.egN0 Detached garage:*existing ❑new size Pool:❑existing ❑new size Barn:❑ k ting ❑Bw size Attached garage:❑existing ❑new size Shed)11�existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - -� Crarrent Use Proposed Use BUILDER INFORMATION t Name rr1 D(/�%,Gt Telephone Number 5 � ���� a Address r r f" License# «!! C -3 9� 42— Home Improvement Contractor# f ��f Worker's Compensation# W6. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 42— ll— t t FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f DATE OF INSPECTION: } r . FOUNDATION F' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0 � i.�1° Wy DATE CLOSED OUT r ', ASSOCIATION PLAN NO. °fElti Town of Barnstable Regulatory Services HAMSrAB Thomas F.Geiler,Director 1639• �Fo �a Building Division Tom Perry,:Building Commissioner 200 Main Street,Hyannis;MA 02601 , www.town.barnstable.ma.us ' Office: 508-862403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Owner of the subject property hereby authorize fin 01,x4 !2j"wte Cn a1 MC..L� to act on my behalf, in all matters relative to work authorized by this building permit application'for: r /sites o�n lid= �lCea (Address of Job) Mold, 36 S• ature of Owner Date . y Print Name u If Property Owner is applying for pei�nit please complete the Homeowners License Exemption Form on the reverse side. V V 00 10 F 1 November 30,•2007 Work Description Two structures on property. Studio ,. • Install 4 new windows; • 1 egress; • hardwood floor Cottage - F • Cathedral all ceilings and roof line; • sister existing foof, rafters w/2 x 10 stock and collar ties/R-30 insulation; • tag paneling throughout; • hardwood flooring throughout; y • install new kitchen Plumbing Install on-demand water heater; install high efficiency boiler 100,000 btu Electrical' • Service upgrade; • rewire house; • install new lighting throughout. p l • r a r Town of Barnstable Regulatory Services i ♦ i * BARNSTABLE, MASS. g Thomas F. Geiler, Director �ArEDp�p2lA�0 Building Division Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4024 Fax: 508-790-6230 July 16, 2007 Mr. William Gillespie Box 3241 Valdez AK 99686 Illegal Apartment: 15 Piney Point Drive Centerville, MA 02632 Map: 228 Parcel: 155 Our records indicate that your house at the above-referenced location is currently being used as a multi-family home, which is contrary to Barnstable Zoning Ordinances. Violation of zoning ordinances is a misdemeanor, conviction for which results in a criminal record. You must contact this office within 14 days to either: • Apply for a building permit to restore the property to a one-family home • Apply to the Amnesty Program 0 Prove that this is a legal multi-family home. Please contact this office immediately to tell us what direction you wish to take. S cere inda Edson Amnesty Apartment Investigator Building Department gforms:zoning3 MLS Page 1 of 3 Listing Summary Listing#20701875 15 Piney Point Dr, Centerville, MA 02632* Active (02/15/07) DOM/CDOM: 152/402 $399,900 (LP) Beds: 3 Baths: 2 (2 0) (FH) Sq Ft: 1096 Lot Sz: 10454sgft* Town: Barn Yr: 1960* Remarks Picture'\ Waterfront treasure at a bargain price! Don't miss this opportunity! Panoramic views and private dock on peaceful Long Pond. Great fishing, swimming, kayaking, even skating from your own backyard. Picture yourself in this family compound with I two charming cottages plus a y, I detached garage, all set on a quiet lane yet close to the village. Both cottages feature private pond-side Additional Pictures 4 u gg, , Pictures j12) Attached Docs See Map. Agent Cate Gulliver M (ID:U1329)Office:508-420-1130 x257 Cellular:774-487-7048 Office Kinlin Grover GMAC Real Estate(ID:KINL)Phone:508-420-1130,FAX:508-428-4839 Property Type Single Family Property Subtype(s) Single Family Status Active(02/15/07) Town Barnstable Commission Sub Agent Comm. Buyer Agent Comm. Dual Agent Comm. Dual Var Comm 0% 2.5% 2.5% No Facilitator Comm 2.5% Listing Type Excl.Right to Sell Owner Name William A Gillespie County Barnstable Tax ID 228-155-0-0-BARN Beds 3 Baths (FH) 2(2 0) Approx Square Feet 1096 Sq Ft Source Owner Estimated Lot Sq Ft(approx) 10454* Lot Acres(approx) 0.240 Lot Size Source (Assessors Records) Year Built 1960* Publish To Internet Yes Listing Date 02/15/07 All Office Remarks Appointment required.Tenants must be notified 24 hours in advance.Call Cate Gulliver cell#774-487- 7048. Directions To Property Main Street Centerville to Piney Point Drive.Street sign is a white post that is easy to miss. Listing Page l Commission-Other 0 Showing Instructions Appointment Req.,Call Listing Office,Tenant,Yard Sign General Page Zoning RD1 r http://ccimis.rapmis.com/scripts/mgrqispi.dll 7/16/2007 MLS Page 2 of 3 Year Built Desc. Actual a Total Rooms 6 Total Levels 1.0 I Basement Baths 0.0 Level 1 Baths 2.0 Level 2 Baths 0.0 Level 3 Baths 0.0 ( Basement Yes j Basement Description Bulkhead Access,Cape Cod ( Foundation Crawl Space Fndation Wing Width 0 P Fndation Wing Depth 0 Irregular No f Lot Depth 0 Lot Width 0 a Topography/Lot Desc. Fenced/Enclosed,Pond,View Association No j Annual Assoc.Fee $0 I Assoc.Fee Year 0 Garage Yes #of Cars #1 i Garage Description Detached Parking Description Paved Driveway Year Round Yes Separate Living Qtrs Yes Sep Living Qtrs Desc Detached Waterfront Yes Waterfront Desc. Fresh,Lake/Pond Water View Yes Water View Desc. Fresh,Lake/Pond s Convenient To House of Worship,Major Highway,Medical Facility,School,Shopping Miles to Beach .1 -.3 Water Access Lake/Pond,Nantucket Sound,Private Beach Description Lake/Pond,Ocean Beach Ownership Public Street Description Paved Interior Page Fireplace No Number of Fireplaces #0 Living Room Features Built-ins,Deck,French/Patio Door,Wood Floor Dining Room Features Deck,French/Patio Door Floors Vinyl,Wall to Wall Carpet,Wood Exterior Style Cottage Pool No Dock Yes Dock Description Private Exterior Features Deck,Fenced Yard,Yard ( Roof Description Asphalt l � L Siding Description Shingle,Verticle Siding e Mechanical Heating/Cooling Natural Gas,Hot Air Water/Sewer/Utility Cable,Septic,Electricity,Gas,Telephone,Town Water Hot Water/Water Heat Natural Gas Legal/Tax Annual Tax $3008 Tax Year 2007 Land Assessments $278200 Improvement Asmt $120700 t s http://ccimis.rapmis.com/scripts/mgrqispi.dll 7/16/2007 MLS Page 3 of 3 ( Other Assessments $0 Total Assessments $398900 € Annual Betterment $0.00 Unpaid Betterment $0.00 To Be Assessed Unknown Mass Use Code 101-Single Family 1 Title Reference-Book 20166 Title Reference-Page 079 Land Court Cert# 0 Underground Fuel Tnk No Lead Paint Unknown 1 Flood Zone Unknown *Denotes information autofilled from tax records. Information has not been verified,is not guaranteed,and is subject to change.Copyright 2006 Cape Cod&Islands Multiple Listing Service, Inc.All rights reserved Copyright©2007 Rapattoni Corporation.All rights reserved. http://ccimis.rapmis.com/scripts/nigrgispi.dll 7/16/2007 Pitrcel Detail Page 1 of 4 3t �C � Ila xs « , 41 Logged In As: Monday, 3u Parcel Lookup Parcellnfo .......... Developer Parcel ID 228-155 Lot LOT 1 Location 15 PINEY POINT DRIVE Pri Frontage,120 ....._ Sec Road Sec Frontage ......... Village CENTERVILLE Fire District C-O-MM ......... ............ _ .... Sewer Acct Road Index'1271 �. mg ; Interactive rs Map3 3` ' s Owner Info Owner GILLESPIE, WILLIAM A Co-owner Streets'PO BOX 3241 Street2 cityVALDEZ State AK zip 99686 Country . Land Info ......... ......... ......... __ ........... Acres 0.24 Use Multi Hses MDL-01 Zoning ,.RD1 Nghbd PF04 Topography;Level Road Paved m... utilities Public Water,Gas,Septic Location'Waterfront,Excel View Construction Info Building I of 2 ............ Roof Ext 1960 Gable/Hip Wood Shingle Year ....... Built` Struct Wall .... _.._ Effect 802 Roof Asph/F GIs/Cmp AC None Area - Cover" Type Style Ranch wallDrywall Bed Rooms E2 Bedrooms �• Model<Residential Floor,, Bath Vinyl/Asphalt R oms 1 Full . w... . ....._.�.""""""""" Grade'Average'. Heat!Hot Air Total 5 Rooms Type= Rooms" http://issql/intranet/propdata/ParcelDetail.aspx?ID=16121 7/16/2007 Parcel Detail Page 2 of 4 „4 ... ................. �,.., Heat' Found- .. ... Stoes;1 Story Gas Fuel ation T n ypical y� 3 Building of 2 Year; � .Roof: Ext Built=1960 !,structGable/Hip wall:Wood Shingle _. .... Roo Effect = AC p ................ 330 I Ash'/F GIs/Cm None Area Cover f' p Type Style(Cottage Be w Drywall Rooms all 1 Bedroom Model ;Residential Int Bath '1 Full Floor - Rooms 3, ,r Heat .. ,,,.,' Total „ Grade!Average Minus Hot Air 3 Rooms m ..,, Type i Rooms _._.... ....._.. _ Heat _ Found- stories 1 Story Gas P ationoured Conc. Fuel -- Permit Histo __... _... Issue Date Purpose Permit# Amount Insp Date Comments Visit History Date Who Purpose 5/7/2007 12:00:00 AM Tony Podlesney New Construction 9/19/2006 12:00:00 AM Paul Talbot Cyclical Inspection 10/15/2001 12:00:00 AM Paul Talbot Meas/Listed 5/27/1998 12:00:00 AM Lloyd Kurtz - Sales History Line Sale Date OwnerBook/Page Sale P 1 8/17/2005 GILLESPIE, WILLIAM A 20166/079 2 8/1.5/1994 GILLESPIE,WILLIAM A&CHERYL A 9338/025 3 12/15/1986 GILLESPIE, ELIZABETH 5484/044 ; 4 12/15/1986 LITTLEFIELD, RUTH 5484/043 5 LITTLEFIELD, FREDERICK 1 744/459 Assessment History http://i§sgl/intranet/ptopdata/ParcelDetail.aspx?ID=16121 7/16/2007 Parcel Detail Page 3 of 4 Save# Year Building Value XF Value OB Value Land Value Total Pare( 1 2007 $120,100 $0 $5,600 $273,200 2 2006 $124,900 $0 $5,800 $272,600 3 2005 $123,900 $0 $6,000 $289,500 4 2004 $100,500 $0 $6,100 $205,900 5 2003 $88,200 $0 $6,300 $97,000 6 2002 $87,500 $0 $13,800 $97,000 7 2001 $87,500 $0 $13,800 $97,000 8 2000 $69,100 $0 $14,500 $92,900 9 1999 $69,100 $0 $11,600 $93,000 10 1998 $67,500 $0 $11,600 $93,000 11 1997 $51,700 $0 $0 $77,400 12 1996 $51,700 $0 $0 $77,400 13 1995 $51,700 $0 $0 $77,400 14 1994 $54,900 $0 $0 $83,600 15 1993 $54,900 $0 $0 $83,600 16 1992 $62,500 $0 $0 $92,900 17 1991 $70,100 $0 $0 $61,900 18 1990 $70,100 $0 $0 $61,900 ; 19 1989 $70,100 $0 $0 $61,900 ; 20 1988 $48,700 $0 $0 $25,600 21 1987 $48,700 $0 $0 $25,600 22 1 1986 1 $48,700 $0 $0 $25,600 Photos s 1 x 4 < ' 4 f { http://issql/intranet/propdata/ParcelDetail.aspx?ID=16121 7/16/2007 � z Parcel Detail . Page 4of4 §#/%lmgUln#a et/p r pd!tea c lDd6ta px9ID=l 121 716 200 SEP-20-2001 12:25 BRRN.STg8LE H91_IS I NG 15BB7789312 P.B1 T'G-Iephwie(501,077t-7 ?� B amstable F' x('508)775 91)1 saurr }' Lcaud Housing Dent, (5081771-7.,Q Housing Authofit y. l t� South 5U'cet• H annis,Mass.(}_F{} ZONING VERIFICATION TO: Gloria Urenas FROM: Robert Hooper, Leased Housing Coordinator RE: Legal Rental Unit Verification ®ate: —le�ZO-LL ------------------- Address: i,S Po; 'Pe-. - Village: 4,�e- v Jt _--- _ Unit Type: Bedroom Size: Map & Parcel No.: 4.2� /S•� The owner of the above listed property is entering into a contract with us for the rental of the property as listed above. Please verify by signing below that the unit is legal and meets all zoning requirements for a rental in the town of Barnstable. Wit does not, please list reason here: Al ----------r------- —�/�- Thank ou fo your assistance in this mat q- gnature riot name ®ate VIA FAX: 790-6230 MRVP Section 8 Rev.9/98 Ey,stl Hou�mc(.11 poi unity Agenc., TOTt4L P..11 r `Assessors map and lot number: `�F . �G 1eKc '.............. ........................ SINE �-- Q Sew e 1' tuber . .., jitG.��z ...�5 �c sSEPTIC SYSTEM MUST 1' INSTALLED IN COMPLIA �Bb9TULE, c HoMAO use number ..� ...f .�� �� WITH TITLE 5 90o 039• �� ENVIRONMENTAL CODE TOWN OF BARNSTABLE'l,os ;,le BUILDING WSPECTO f ��i e APPLICATION FOR PERMIT TO ........... .. ., .P.......�,,e........ . . ..s... . :. ....................... TYPE OF CONSTRUCTION .............19... TO THE INSPECTOR OF.BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........� ........ .... ........ iJ1l.: ! ............ Proposed Use .. 1. ?...... ..... ....... �4 •t3-: '..III..� �?, , s! ?'�.... �! .! -�s�'" is 4►. Zoning District Fire District ...... !? :....................................................... Name of Owne . �' '.#1.... ! ' + .;10. ' r""� .....Address, Nameof Builder .................r................................................Address .................................................................................... .Name of Architect ...............................Address .................................................................................... Ri Number of Rooms ...... ..............Foundation ............................................................................. s j Exierior .t� .............................co ;AA "Ir"!Roofing °.:...................... Floors .......................................................................................Interior .................................................................................... Heating ........................... f' .....................................Plumbing ................................ Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board -----------_______----------- ...................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of B rnstable re gar e a ove construction. Name . ..... . .. . .. ....... .. ... . . .... .. ........... M Littlefield, Fred t No ...22304.. Permit for .........add..to.............. ' dwelling Location 15 Piney Point Drive _ .............. Centerville ............. ..:............................................................. Owner ........Fred...Littlefi. . ...eld ......................: . ........ ...... . ........ .... r. Type of Construction ............frame••._•-•,•-------.--- Plot ..'........................... Lot ................................ 3 June 26 80 Permit*"Granted ........................................19 Date of Inspection ...........<........... ..........�19 Date Completed ....'.1. ... .y... '� .19 F _ • '" �`PERMIT REFUSEDco A at r. ... . ...... *. ................................... 19 r :....... .p .?. 1.................................................... y •_ ra 'a ................................................... ry 0 . n.........(V.�. ... ' Approved .. ...................................... 19 a . .. ...........:....................................... ............. ............................................................................... I f -tu ;CONTINUOUS 05 BEARING RI HEARING RIDGE — ---- 1OlJTIN00Dr� i AEA.1,75►1 t.8'f5" LoE SHEAR WALL 7/IL CDY' 2 EA IJS t t 4" 2,0E►11CRQ LAIi LVL 1 FASTINRAFTERS N/160 WLL& FI/BDRING SIL111K Y SIMP MICRO-LAM LVL SpN rifh 2Y5.RAPS L9E T FASTEN RLFTER W t- Q6�O.C,4 SOUG DUYJT -3i4 tOK- NA115 E SlMP50N LSD+2r 'SEA t1.S AVER R10GC t.f.R m FALilE51� � 1IICRC LAM LVL' i 1 4 - f�9G�U9/16'DNARS6► 6GS.TETIED ARGUHo iq J * STRAP TIE O✓ER RIDGE 2.10 RATTfZS IG'4C• W/91lCDX 71{RUJT TICO Si' _ SHORT BEAR1t.G RICdt -. 'THRU F1N.Fl, t 1 FA.05.11 2.0E 1...-.. .. . - Ib ' sL4Tt!®L►(�YP) t11CROiAt1 WL GRrrL1E 37.0 jP-4Isatf CQNwEtTtON5 EE NORTH WE5T F_LEVATION EVERX t,I His CUP1•V.NG RIDGEON�1'PLY►O0D ROOF FRAMING x•I0E11.°oc. . ' EVERY RAF1 ER �IxPsa•rxz.scaPs t'IIERYTi1,tZER - SOUTH 4LEST ELEVATION - GJSSET'Wf51MP50N- r - - OSC+Ii IGfiAlFDl1A►K.l� i L. _ R:IL Bank] O. Ec 01S IDLsaGFR. i i i •t7 ^ y'4 Z 1 t __ _ _ WITH 5tmmoN R%oS 3 FBs► •�T�� _ _ _— - 3 o_f_T wat ClDx .WaI0iDi4FT{ANE 5"RIW I - - 6ULTM LENGTl1 P r___--__ _ DFCNIHfd 2a-6ISWG.3IUDS W/LHIL6r6WIQL' L 'SFli0- 2-4-.ryw LIA FIXORE PITL 11 L U4CK TD IfDrLr • ,, - BIOCJ(Q Fi COR JOIST WRI5 E'R50IL35 - - _ 1/2'CDX/15 LO FELT _ONE CAR 04PAGC I CLUDING I UNOINGt ' I � IdKITE CEa fl R4R I I I TREAD5a 4AS TTO WFdTHtR y� _ JUIF I E30001SIP R DE HEbR"ALL 211LCVX 105 W5 A TDPn,DD L2Eo_. r o , yfHD.RNG-SHARK YM pF FrK r r M4'O•Cj SOUR BOTTOM w/PDCAT PL-I L s.e4 HILCJ5nS CORNER3AR4 T . a_.• .. .— - ' , � 3�OP.51 k/R•S 2'{■' e�1%AYT'•01pf'R-P -.2cIII�TDORAtMBHJ�/GARA!#IIEnDAt(l� 6/.RiIdE7.5ET•5 I `�.J tEA.475•9.S 3,OG MICgO�J.f1'LVL -• - - J� SECOND FLOOR -_BLMLYLWbQJttTQOVERNAN4 DOWELURS ST0•C. MKT IQf 1.0� _ 6 EMCANTILEVER SUPPORT' �'1.'ArdOVE FOOTING NOIgT}{`cmTELEVATION -_. FIRST FLOOR — --- "TLo - RAKES I■SC1■-4 5'G" 13,0" ISJ ISFELT I�---��—� _- \. LACHITECTUAL' � •3-C'_ i EAR".UL Z41.CD% 4 I t I----------1 • W, 1 (TYRi T.O.W 41,(� I BD RING-SHANK • � 1 I I I `�tlI - _ - S _ � ti _ -30FI C_I►O EAR WALL Z%'CLA( L m a s r'�i OCALA J P� n Q I �� n I S6y_LS�4i►W�, � i .. I — -� I ' La51616 rota _ - — --- ANCHOR BOLTS W-Ir e l0%>r TMEN 31'0r,15ETW S WOKE DE I EC T R REVIE-INE � THEN 7z'O�,AETWEEN. SECT14►L A•A=_ CS.ION B•ff SECTIdA LYD 34 - T /4r4. 1c11345LUC fia . fHAOWS BLE tiVr►G: _ EZIACTION M.04'Z7,0 M), B TABU DI GDP D T q , I x ' FIRE.DEP TPAENT:V DATE ' BOTH SIGNATURES ARE REQUIRED FOR PERMITTING •- -ITDE{lgs�ETEMP3=�th�4�t4 - slLv1A:�.1�:=._'.-- ZDF.I�". �nciE'S�7f/ -- .� ZZ -J.TDH:3051 TEMP ?4W.4-04' t -- ■ ��TERVIL£ f7ti'02LS3' -:•.$ .tkC4^Q CENTERSULL. GARAGE DOOR OVEL I4%_D ------------ i .< • L, . lid,j L - 2%IO RAFTERS OR 2 X 10 RAFTERS SISTERED TO EXISTING 2 X 6 RAFTERS, VARIES(SEE PLAN) •'b CDX SHEATHING OR - V c_ - \ EXISTING I X WOOD SHEATHING, VARIES 10'-7' NEW 2 X 10 ROOF RAFTERS - . \ 1, EXIST.CEILING AND ROOF SISTERED TO EXIST 2 X 6 RAFTERS - SIMPSON H2.SA _ FRAMING TO REMAIN HURRICANE ANCHOR n n _ �: AT EACH RAFTER' _ D " RIDGE BEAM, SIZE VARIES O II II II II II (SEE FRAMING PLAN) E%ISTING OR NEW 2e4 - w ' TOP PLATE(VARIES) - II II II II II I I I I I I I I I I I - m� - II it r SIMPSON CCO SERIES COLUMN A a II II II II II I CAP, INSTALLED AS PER IV II II II it I, MANUFACTURERS INSTRUCTIONS 5 TYPICAL EAVE FRAMING DETAIL cd II II II II II - SCALE: -172'-r-0' U I I 4 X 6 P.T.WOOD POST DOWN TO NEW - 24'X 24'X 12'DEEP CONC.FOOTING - U II II II I � � W/(2)u4 REBAR EACH WAY ° - Z II II II I I I I I w 4%6 P.T.WOOD EXISTING.FLOOR B - II II II' I w II Imo— III III. —�I I— A-36 STEEL/• h L IIIItP SUPPORT POST, EXTEND CONSTRUCTION "3. '1 THRU FLOOR TO OF 68 b (3)I °X LV RIDGE EAn _ _ _ I — EXI5T,FLOOR BEAM ! BACKING PLATE Z II I ( II I w ERN �E wB 35 EEL E B M - m U <a ?� I - - OU c� �B O 5 '� - RIDGE %ib'LVL = ■B II II II II II 4�' f o I _ RIDGE BEAM - • ' II II II II II I{/ Ix`� (2)4'X 4'%$'- R $'DIA,STRUCTURAL STEEL STEEL ANGLES, THRU BOLTS-DRY, NO ZINC EX15TING FLOOR BEAM(W.F.) B'LONG COATING, NO WAX, WASHERS CRAWL SPACE BOTH SIDES. TORQUE TO u u F E MING TO REMAIN {1 SIMP50N CCO SERIES COLUMN 31"X II�,S'LVL 45 FT,LBS THEN RETOROUE w - CAP, INSTALLED AS PER RIDGE BEAM MANUFACTURERS INSTRUCTIONS - m — x w 4 X 6 P.T.WOOD - ry� SUPPORT POST SIMPSO4 CB046-5052 - } 2 - COLUMN BASE, INSTALLED 4'X 4'X$'STEEL - W AS PER MANUFACTURERS 24'X 24'X 12'DEEP CONC z ' FILL EXIST.CONC BLOCK —J (2)2 x 10 HEADER —� INSTRUCTIONS ' FOOTING.W/(2)a4 REBAR ANGLE,B'LONG O W > Q FILL EXI T. CORES WITH W/15'PLYWOODSPACER L EACH WAY (2 REQUIRED) C C 5 - OVER EXIST, INDOW c O z L CONC.AND PROVIDE 12'%I2' - � - %9'DEEP UNREINFORCED 4 X 4 WAD P T FROM NOTE: _ d; DRILL 94°DIAn, N X 4' FOOTING BELOW, ALL MATERIALS SHOWN ON - - d - _ - 4 HOLES IN EACH e z L.L- LLB ~ LLB TYPICAL AT EACH SIDE OF UNDERSIDE OF RIDGE BEAM THIS DRAWING ARE NEW �� a ANGLE m O ,,, = z_ J TO TOP OF WI DOW HEADER •/V.1-\. WINDOW 12tg' UNLESS NOTED AS'EXISTING' - ., t - O \ ROOF FRAMING PLAN ® O >_ Lu SCALE: 1/4°-I'-O" .• .. Z O Lu 4 RIDGE BEAM SUPPORT DETAIL 6 RIDGE BEAM CONNECTION DETAIL Lu U 66 L LLu SCALE: z U SIMILAR - - - - O r Lo MATCH HEIGHT OF (3)IYf X 16'LVL RIDGE BEAM RIDGE BEAM AT - 31'X IPA'LVL RIDGE BEAM MAIN HOUSE - • , I \� . PROPOSED ROOF CONSTRUCTION NEW ROOF CONSTRUCTION EXISTING/.NEW ASPHALT SHINGLE ROOFING - • ASPHALT SHINGLE ROOFING. _ I // • EXISTING/NEW ASPHALTIC ROOF UNDERLAYMENT *_LINE OF NEW 4%4 12 • ASPHALTIC ROOF UNDERLAYMENT - - - \ • EXISTING I X 12 BOARD SHEATHING - - ` POST BEYOND I 36'COX PLYWD.SHEATHING - Y \ 12 • EXISTING 2 X 6 RAFTERS AT 24'O.C. - 6132 - . 2 X 10 RAFTERS AT 16'O.C. • t} I I \ 4� - • NEW 2 X 10 RAFTERS AT 24'O,C.SISTERED - 1 - I TO EXISTING • (2)2 X 10 HEADER I I - � �� �� - W/14 COX PLTWOOD 1 I ° - ,I I TITLE: SPACER BEYOND I J Q U � 3 I FLOOR PLAN ---- ----�- ---1 --------� _ - 4- -- ----- - - --------- LI & }-__ •1 w • :. L I I. .LINE OF NEW 4 X 6 P,T. — ///--- SECTIONS P05T5 BEYOND, SEE PLAN FOR LO..ATIONS - III NEW TRANSOM I I I � g �. - I I - WINDOW5 AS SELECTED BY OTHERS .EXISTING WALL . III - III N Ut • - .I CONsrRucnoN DATE ISSUED: nl III • , III EXISTING WINDOWS III � JAN.9,2008 REVISIONS: n •h III III - - III EXISTING FLOOR - i - , III III CONSTRUCTION I I' - • EXISTING FLOOR' III III � CONSTRUCTION , .. II ____________________ - I 36'E FILL!II FNDN _ 36•E IIIFILL FND CORES w/ULJ CONC. CORESJU w/ C. - - - - EXISTING CONCRETE BLOCK I _ I DRAWN BY: FOUNDATION ' SW I j r.' .. .'I 1 ! r .-. I I PROJECT#:' - .•; ; .. I a .EXISTING CONCRETE BLOCK • - - FOUNDATION s DRAWING NO.: I II 4; ..• .. 12'_X 12'X 9'DEEP F POSITI FORCED CONC.JACK FOOTING sl ' o ' POSITIONED BELOW JACK.STUD I EACH SIDE OF WINDOW BUILDING SECTION - BUILDING •SECTION SCALE: 1,2'.1'_D" 3 SCALE: 1,2°=I'_0" REDUCED DRAWING -- NOT TO SCALE L-� is\9[50MiW\IS Wiry Po'N>-CWeide\IS Wry NiM 6wlq _ . . .20'-0' - _-_-____- -__-----= n- mxN �r Zm� 9�D�Z� N NOX m� mmS o. DK = <�L ZE �^3L1 DO�p~-Ni • C ---- AAG1 I mgm� =i J �a N mm m m� _ _ m I__ I'- mQ - (2)2X B HEADER p _ E EX I T. 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T -9-(7 �S PIN; 1 _ i'.t�-- ? lY i 1 Q _ A t= p p�� k H _ t3.1 '/ x_.7.-_ .. i._ Ca S7"� V :I-.I.:C.7.M UZ�aSS SCE � .t14"=1-�p CEt�l7.�R�11 LC� M� C���� 2 t ' Falmouth Roo - - -- s� 0 Long Pond Z 4 ti Piney Point `< Drive x LOCUs sr Pine Street N/F o Richard & Sha was Moos g. 4.4 Map 229 Parcel 154 -Loc us Map 26.3 28.s 24.4 / / / / 36.6 NO -17.8 6.3 Wood Deck \ / / 37.0 L on Parr d \ \ / 29.9' /28. 36 17' / / 7.1 ♦ \� Fnd JP / \/ / 15.0 �� W/Plug / 36. 038.2 8.0 / 38.6 / Conc Block Bldg158 Steps 1� / ^31.2� / / [ 'Y �DR �� / / LO t 1 C,� J ¢, / l � Area = 10,450.E Sq. Ft. TCF EL �/� l / 39.5 3A.3 � 38.9 N�� I ,� =e.5 Existing Dwellings 1,830E Sq. Ft.+ Approx Property Line / ) 28.2' 5.'39 w / / , (Inc. Decks, sheds) and pro edge � / �__ _ I. . �_ _.. . u\ �•, Exls cng Coverage / ✓ / . wa 121' ter Line at t1e of 37.4 399 / / 4.9 , subdivision. 8.68 / / Qj Deed Reference / / / 7 , / • Ek. 00166 26:3 / / l Deck 38.18 ' l / �, Pg 79 / I Bldg #15A / / , . `' 39.08 Plan Reference Q� 104e / i , 41.4 - 33.4 3 1 BD!b 1 ,1 5 ♦ _ PIBk114Pg37 .10 ofi � � TCF EL 40.1 h _. '� sy. �z o 18.4 _ e`. �/ qa� / _ _ y39.5 24.4 26.3 `40 / � / � - � � 3� � 1� ce / 228 155 35.Y �e4 ASSESSORS MAP LOT 36.0 �8.1 , .Existing 1,500 \ �� ,, i . , Cn�e e R 18. 15, G S-Tank EXISt1I COnd1t1CIS L 19. 68� Plan v` �'�eS 39.18 5_83 � 40.1 q@ J ♦ Prepared For.• .0 / / Garage 38.78 /6q, ohwS / 3. 75 Fnd BRB Applicant o / / / Slab EL = 39.2 Wa ` 2 (40.27) 4 / �6 88 0� Jim & Ka thleen Henry �' r � Located At � / I / 40.1 /� 15 Piney Point Drive / 0 � R = 30. 00 Centerville, MA 9.08 L = 37 59 ,��SN OF'� , , � I rEDWAR1D cy _PREPARED BY.• / ��� �0 /. �c / 438.68 � � / � w d A & M Land Services / 618 Route 28 Unit 3 / 8 obi' West Yarmouth, MA 02673 -I� �39.1 !� (508) 771-LAND (5263) N FoF 46�t � °� SCALE 1» = 10' I DATE. September 28, 2007 40.6 ' Robert E. Brown �tior` �� 4o.s GRAPHIC SCALE REV Stilla Hamm Trust Note: ,o o s 10 20 ,o Septic System is shown as dra wn` from record as-built. DWC. NO. 4065 SHEET 1 OF I Map, 229 Parcel 001 Bldg Meas. to Corner Boards ( 1N FEET ) 1 inch = 10 ft. 0 "Wing --PjvP°��d Existing 8 ® ❑ • Eiistin B Proposed Left Eleva tlon � l 0 X" 10 = 10' XdrUn[ o - Fron t Eleva tion El UO Front Elevation �'•'�' 1" = 10' Bldg #15B / l ,2 BDR / / '7 / o/ T 7,037.4 / 39.9 V rr °� J Pk0g6gL. ro )D1 7O' -738.68 / V / lVeck -7 Bldg #15A , / / „�► 1 BDR :::::::::::::::::::::::::::: / 3 / \ ` 39.08 ?iCF EL = 40.1 1; �Q Fhd area V (40.29) /39.5 EJYl3 B�,60 Gad S—TanYr / / / 1 14e L � 11 ' �r �h = 18.15' 12 8' o y \ v L = 19.68' T f �° 39.18 • 7 j 0 , l �' > / Garage 38.78 /Qd o1� ~4 S 823. 7s' _ — 4a., k / L / < Slab EL = 99.2 � ' �d a� v y ? 1 � (4ae7) 01 Preliminary ,� 1 8 I � Addition Layou 40.1/ f r• / Prepared For.- / / o Applicant� w // 9.08 i= 37 5s�, Jim & Kathleen He. 44 �e' 1 Located At 4. / / 1 00 NO e 15 Piney Point Driv / Obw / 1� Centerville, MA / r / Y \ / PREPARED 9Y I A & M Land Services r 818 Route 28 Unit 9 Most Yarmouth MA 02879 SITE PLAN (50e) 777-LAND (52e9) 51C" I" = 10' DATE' December 4, 2007 vnt� � FTER EACH. 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I p I 1 - --- - r- - Ii CASE OPEN I r\1 G 5 �.I.i� x I 0 Via. ,c 8�# 'i A I P�I �'�i N 1' k i v Et�l � Y 1 � - 1y 6 -ICN C _.--- _i"IATCN Fl�Cln �F CJ(1STING i�+OUSC � 1�r•-� _g-;Q-I � r� r�'. + Or- SCPL-W S TN?i) i4EI�CE PLCDCf< -VALLEY 1,1 4 G14 TM--6C9FJ4 -� J! ` I.O CFNTr i YI L11`" CIA c��h32 --- -- I 0 _ RV i LLE MA pa s 5 G CA�c _ ! M)IN P,MrrE C) 4MTILEVCR 1.75k11.2S .IAE MICIZd-LkN- FA54GN IN-SST VALU:YA-,sChlC,(- LS 9 Dr-L1 P h.N GL l: I _. __-- .�, 2 . . TOP OF FOUNDATION= 41 .6'f FINISH GRADE OVER D-BOX= 41 .61t O !cD• • •• �+ . ' 11 j {{ .••� . I� 11 i PROVIDE EXTENSION RISER • � • � REMOVABLE WATER-TIGHT COVER OVER 06• •.••. .;.• � WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE : ! • • . - - OUTLET TO WITHIN 6"OF F.G. '• o \ • • ' , lr FINISHED GRADE 41.7't • Q t • �- @ FOUNDATION= 40.5'f 5" DIA. OUTLET(S) # 15 O _ Q• w 20"MIN.ACCESS I ci"MIN. "•L..�7 a �•COVER(. TYP.) 3V6"MAX. EXISTING • • i' PROP. SCH. 40 9"MIN. •,�0* o . . ,` ^ • PROP. SCH. 40 36 MAX. � � •• • o• PVC SEWER PVC SEWER ?-BEDROOM 6M , •�� , Mxr. 2" DROP MIN. " _ SLOPE „i, 8" 3" 3" DROP MAX. 3 9 L=19 t \ DWELLING • o, r�,' MIN.SLOPE ,x I PROVIDE WATERTIGHT I 13" =4" PVCN FROM ! JOINTS (TYP.) TOF _ '+ • BeeC�IWOOd 1 � � �� �• � • 4 14 38.00 TANK j • +� �1 0. 38.25 48„ OUTLET TEE MIN. �� •� j i /I •. _ • Q J - _ . • v/ • • • GAS BAFFLE 6" CRUSHED STONE 1 :� ) a ••• • • LOCUS •• i OVER MECHANICALLY O f �O • : • S • • i 6.6 OFFSET TO FND COMPACTED BASE O C, ' • • • • • 8" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX ' '' �' t `J \\• •• • - • • • • j • r_.. OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE Q �/ // r (� �� �' �• •� COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 4 - ((/ ` V 4(/ • u PROPOSED 1,500 GALLON H-10 CONCRETE SEPTIC', TANK PIPES TO BE LAID LEVEL. Co ((/ O • �•o �' / ' • ;, 5�_8�� (Dimensions per Wfiggin VIEW `� Q O ,, • • // o,: LENGTH 10 -6 WIDTH DEPTH �� Precast Corp., Pocasset,MA) CROSS SECTION V C� 0 �, • • .q �� r . �._:' F�"ROPO"ED SEPTIC; TARIFF PRIC"i'' _p . EX1S T IN-" DIST�?► n1_J�T' 0N ��X r)ET,� �. 79, � c� • • • o o � ,�� � � , NOT TO SCALE NOT TO SCALE o o : •. - • r HARDSCAPE CALCULATIONS* o HARDSCAPE PROPOSED WITHIN 50' BUFFER ZONE _ 0 EXISTING HARDSCAPE TO BE REMOVED (i.e. concrete pad) = 8 S.F. PROPOSED FIARDSCAPE (i.e. deck expansion) = 76 S.F. AREA#1: PROP. MITIGATION PLANTINGS PROPOSED NET HARDSCAPE = 76 S.F. - 8 S.F. = 68 S.F. -____ -____-- ---____-- --.__ _ ----- ._-._. - ------------------------- ------- --------------___-- --_-_--- .__.__ LOCUS PLAN- HARDSCAPE (AREA=269 st)SEE BARTLETT NARRATIVE MITIGATION REQ'D = 68 S.F. x 4 = 272 S.F. ** DDATED 3-13-17 AND ATED 3-13-17 (LAST REV ING 18N17), SEPTIC TANK LOCATION PLAN „ _ ,PROPOSED BETWEEN 50' TO 100' BUFFER ZONE LONG POND ` ` PREPARED BY JC ENGINEERING SCALE: 1" = 10' SCALE. 1 - 1000 EXISTING HARDSCAPE TO BE REMOVED EL.=27.0't (i.e. concrete pad at garage; and slate walkway = 83 S.F. (A GREAT POND) PROPOSED HARDSCAPE (i.e. deck expansion & addition) = 306 S.F. N :� PROPOSED NET HARDSCAPE = 306 S.F. - 83 S.F. = 223 S.F. ♦ . / I i �b , _ N_HES_P 2008 LINE MITIGATION REQ'D = 223 S.F. x 3 = 669 S.F. Ss 115 PROPOSED HAYBALE LINE / 8°s , "�-" o OWNER OF RECORD: ♦ 9qr 0 100 F MAP 226 JAMES C. & KATHLEEN C. HENRY �a ry �• Fe I LOT 154 t'; P t VENUE " ,t{ ❑� MA �y TOTAL MITIGATION REQ'D 941 S.F. EXISTING DOCK � TOTAL MITIGATION PROV'D = 852 S.F. ♦ * EX Ssq 12'WIDE POND ACCESS c�RyP� 0,,73,2 WEST ROXBURY, MA 02132 = A ` G ZONING DISTRICT: RD-1 � CHU LL JR. _. *Hardsca .alulations are based on the town of Barnstable Conservation Commission EX. DECK TO BE REMCVED A P.FPLACED / ' / 40- -1 IL pe ♦ / $ RESOURCE PROTECTION OVERLAY DISTRICT EXTEh')ED TO EX I-BEPIROOM D` (EL1 1^1! / / - y - � N ,o Chapter 704- Regulation Governing Activity in the 100&Buffer Zone Under Notice of } �� LOT AREA= 11,060t S.F. FEMA FLOOD ZONE (PROPERTY): Intent Applications. [`Prlr' /'DDITION r�� ��ln r,n,l I�r l! ,?r a; - �Olr O Q �J l �N a l,/ � O X <500 , X >500 ��,\ FAMILY ROOM ADDITION ♦ / a / M REQUIRED EX. CONDS. PR. CONDS. ( ) ( ) **A waiver from Section 704-3 is requested for this project. Mitigation for hardscape (NO BEDROOMS) ' EiT/c i �� FRONT SETBACK = 30' MIN. 10.4' 7.2' i�lf11l proposed within the 50' Buffer Zone is proposed per Section 704-4(B)as shown in the ' �c #151 AS SHOWN ON COMMUNITY_PANEL: s Q O SIDE SETBACK = 10 MIN. 2.4 5.:i above calculation-. PROP. ROW OF 1-' EJRAINVEAS BEHIND EX. & PR. CECKS � � �;• � - ,i - , -- - - • EXISTING ' ,� � -S'' � •- #25001 C.0564.i � _ I - -� _ � � �.�„ � ,• o REAR SETBACK = 10 MIN. 29.6 _ 29.fi ;/ v EXIST'iNG CONCRETE PAD TO BE REMOVED n' ' r / 2-BEDROOM o `�� �(/ _ -.-.. BUILDING FIEIGHT= ' MAX.* < 30' ` 3t'' ASSESSOR'S MAP & LOT: �h�� DWELLING a �i -_ & REPLACED WITH GRASS (8 so cv Q ♦ �o Y y / \� TOF=41.6't i g *Or 2 1/2 stories, whichever is lesser. MAP 228, LOT 155 /P " °` "s EX. GARAGE TO BE RAZED & REBUILT o ��� / / PLANTING MITIGATION NOTES: AS SHOWN IN HATCH (312 sf) cro \� ,/ �, JOH L. 1.) ALL PLANTING MITIGATION SHALL COMPLY WITH THE CAPE COD '� // DEED REFERENCE: (// CHUR ILL R. 4 11rpr)r` . 1°1/ TF_ F!.O�JD 7�NE I.-iNE \ '' / / LQ a 1i `^ COOPERATIVE EXTENSION PLANTING LIST ADOPTED FOR USE BY THE �. o /�� ��,' / DEED BOOK 22306, PAGE 86 NGU, No as s TOWN OF BARNSTABLE CONSERVATION COMMISSION ON JULY 18, 2006. °Fr' FrPJIA MAP F�I!,_-L >AIE,D C0�r4J ems, EXISTING , ��► r ,.. 1 D-'1 T I_n ,_p r,-141-.� .,,� � -BEDROOM r cr 2.) SEE PLANTING MITIGATION NARRATIVE, DATED MARCH 13, 2017, �rrQ} , '' ♦ �'o'' -'S6 • o/ WELLINGE• - O ,` PLAN REFERENCE: TO!/V�ll r�2o PREPARED BY BARTLETT TREE EXPERTS. ?�t J l'.! O��p , / :i % / b0 y O / -- -EX. '2" HIGH TIMBER PLAN BOOK 114, PAGE 37 OFBgAV J���1/7 RETAINING WALL _ -- - - --- --- _. - --------- - - -- - - ------ --------- - S'j,Qe ,ran ,p _ L=19.68 / 3.) SEE PLANTING PLAN, DATED MARCH 13, 2017 (LAST REVISED 5-18-17), DLO %gin-` �5�51 �� PREPARED BY JC ENGINEERING. / V �O��oti� R=18.15 ° / S ti ' g /" `-PROPOSEC 4" SCH. 40 N10 43 40 E `qe �� / EXISTING DECK .;�MAp 228 av�� � .� .�, �" . g1�p0� � � / PVC PIPE T�` BE SLEEVED ,`- - ��>`� '�'.. ;"\ •= 1.%' LOT 155 / �f �00 \ f W> I r o 4' . PROPOSED 1,5G0 247 sf (w/ stairs) 19060tS,F. r n o GAL. SEPTIC TA14K j AREA#2: PROP. MITIGA-nd1 - / ol, N7 80.' ,\ ! ; PROPOSED IMPERVIOUS PLANTINGS(AREA=683 so SEE / �` 8 ?2 20-W ati LOCAL UPGRADE APPROVAL REQUEST (SEPTIC TANK): BARTLETT NARRATIVE DATED rn w /�s TO BE REMOVED 40 MIL. GEOMEMBRANE LINER 00 C) : - �� (54 SITE PLAN 3-13-17 AND PLANTING PLAN DATED ` ✓►� x_�n/J .I, �• ,.f"' IN ACCORDANCE WITH 310 CMR 15.401 - 15.405 THE FOLLOWING LOCAL UPGRADE 3-13-17 (LAST REVISED 5-18-17), 1 I / x, fie+ S83 17 10'W I \ Fr \ APPROVALS ARE REQUESTED FROM 310 CM 15.211(1): I a `��i ° AT (1.) A 3.4'WAIVER (10.0' -6.6') FOR THE SETBACK FROM THE NEW SEPTIC TANK TO PREPARED BY JC ENGINEERING. ,�5� cv U. / � j � THE EXISTING HOUSE FOUNDATION. MAP 228 ��OF ?,/' Q �Q 23.75 I ^ '�� # 15 PINEY POINT DRIVE (2.) A 2.1'WAIVER (10.0'-7.9') FOR THE SETBACK FROM THE NEW SEPTIC TANK TO LOT 001 ;QO� I °'.j ,, ,� �:'� � co THE PROPOSED HOUSE FOUNDATION. �a �/a 2 o I �,/ (3.) A 3.1'WAIVER 10.0'-5.9' FOR THE SETBACK FROM THE NEW SEPTIC TANK TO ' P 2008 4 : n' .� Benchmark ry �1+ \Ir EXISTING CENTERVI LLE, MA 02655 THE FRONT PROPERTY LINE. ) PRIORITY HABITATS ` ?/ � ' ail in Utility Pole \'• �~ 2-BEDROOM lev. =43.50 (4.) A 3.5 WAIVER (10.0 -6.5) FOR THE SETBACK FROM THE NEW SEPTIC TANK TO OF RARE SPECIES 2� /Q pprox. M.S.L. \ THE EXISTING WATER LINE. _ (APPROX. LINE) �: rp �� 8 \��`'\� DWELLING PREPARED FOR: ire • 7 N, LOCAL VARIANCE REQUEST (SEPTIC TANK): 1' -•. O EXISTING CONCRETE PAD TO r r JAMES C. & KATHLEEN C. HENRY / /� ,/ BE REMOVED 8� REPLACED I ,�, TO F = 41 .6 ' THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM ARTICLE 1, SECTION 360-1: �.: WITH CRUSHED STOrJE (29 sf) (� � 15 PINEY POINT DRIVE (1.) A 25.0'VARIANCE(100.0'-75.0') FOR THE SETBACK FROM THE NEW SEPTIC J TANK TO THE POND. / 2 �o CENTERVILLE, MA 02632 o M 9' PREPARED BY: NOTES: ---- ---- _ ---- -- ------_ Q� � O � � S' (�' � - p \' JC ENGINEERING, INC. 1.) PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY CO �/ ,yy 2854 CRANBERRY HIGHWAY DISTRICT AND THE ESTUARINE WATERSHEDS. �tS �. Q �/ =_- 3 �/ �/ ON' EAST WAREHAM, MA 02538 2.) A PORTION OF THE EXISTING SEPTIC SYSTEM COMPONENTS SHOWN ON THIS LEGEND �/ CV PLAN ARE CONSIDERED APPROXIMATE AND WERE BASED ON SEPTIC AS-BUILT CARD ON FILE WITH THE TOWN OF BARNSTABLE BOARD OF HEALTH. SEE SEWAGE ,� _ PERMIT#02-287 ON FILE. x1.0 EXISTING SPOT GRADE S - = s�• SCALE: 1 - 20' DATE: JANUARY 12, 2016 100-- - EXISTING CONTOUR 4 f REV.1: 8-23-16 ZBA Submittal 3.) A THREE (3) BEDROOM DEED RESTRICTION TO BE FILED PER CONDITION OF -== BOARD OF HEALTH APPROVAL ON 2-9-16. �• �� - Q!H/W EXISTING OVERHEAD UTILITIES REV.?: 3-13-17 CC Submittal REV.3: 5-18-17 (CC Comments) 4.) EXISTING CONCRETE PAD LOCATED AT THE SOUTHWEST CORNER OF THE - E/T/C - EXISTING UNDERGROUND UTILITIES PROPOSED FAMILY EXISTING 1-BEDROOM DWELLING SHALL BE REMOVED AND REPLACED WITH LOAM AND SEED. - - EXISTING WATER LINE 0�' ROOM ADDITION (257 Sf) 5.) EXISTING SLATE WALKWAY LOCATED BETWEEN THE EXISTING 2-BEDROOM EXISTING GAS LINE NEW GARAGE (312 sf) (NO BEDROOMS) GRAPHIC SCALE DWELLING AND EXISTING STONE DRIVEWAY SHALL BE REMOVED AND REPLACED 20 0 10 20 40 80 WITH LOAM AND SEED, WHERE NECESSARY. EXISTING 1,500 GALLON SEPTIC TANK � - - - ----- - 6.) EXISTING CONCRETE PAD IN FRONT OF THE EXISTING GARAGE SHALL BE O O O PROPOSED 1,500 GALLON SEPTIC TANK NEW GARAGE DIMENSIONS PLAN ADDITION DIMENSIONS PLAN �� _ � ( IN FEET) REMOVED AND REPLACED WITH CRUSHED STONE. SCALE: 1, _ 10 SCALE: 1 10 JCE#3231