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HomeMy WebLinkAbout0039 SHEARWATER WAY --- -, - �� ,� 4 �, 'I i i.-,-_ i�� `� 1 r ' j I I i rl '1 4 Poo— Commonwealth of Massachusetts Sheet Metal Permit Q Date: 3 Permit# Estimated Job Cost: $ I o Q()� � �an ermit Fee: $ �J o Plans Submitted: YES NO .✓ MAR 17 2016 Plans Reviewed: YES NO Business License# iU/c) TOWN OF 8A"§ 3LFense.# a'M Business Information: II Property Owner/Job Location Information: Name: L�• Vernon Oh Iw�}*,-C , Name: Street: )I I"Q� L LaM)n(j Street: �'7 &U AF . - City/Town: �. �l�Q,'��Q�'�1 City/Town: lA (Alln io j6 Telephone: 509^ q 5 — 1 )00 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO , Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial-up to 40,000 sq. ft./2-stories or less Residential: 1-2 family f Multi-family. Condo/Townhouses- Other Commercial: Office Retail Industrial Educational _ Institutional Other Square Footage: under 10,000 sq.ft.V over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC '✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing f Provide detailed description of work to be done: 07 INSURANCE COVERAGE: I have a current liabilitV insurance policy or its equivalent which meets the requirements of M.G.L. Ch.112 Yes No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance'polic`y Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does notrhave the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ r Signature of Owner or Owner's Agent' By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to-insulation installation:YES NO Proaress Inspections Date Comments Final Inspection - Date - - - - - - - - - --Comments_ Type of License: By s ❑ Master r Title ❑ Master-RestrictedA4 City/Town FilJourneyperson _ Signature or Licensee Permit# �r�r ❑Joumeyperson-Restricted License Number: 7 Fee$ ❑ Check atvAvw,mass.clovfdol Inspector Signature of Permit Approval Fold Then Detach Along All Perforations OOMMONWEgLTH`;O�.MASSAGFiUSETTS ® aqqmA OR r SHEET ME AL WORKERS ', hSSUES 'THEaQLL4WEHGt CENSE WF �IERl�QI WHITELEY PLBG ANQ FTC N 2$4 UI LLAGE LAND tl� ' 3 PO BaX 15266 W EHATHAM Iw{A 0266g t�� � { . f � t OIVlIV ONiNEALTH:`QF.Me_sSACHus,ETTS BOAf3D.OF SHEET METAL WORKERS ISSUES THE€FOLLOWING LICENSE AS A MASTER UNRESTRICTED 5 � a URIC T WHITELEY ' PO BOX'248 s R ` _._ Y R N WEST CHATHAM,MA t12669 Q248 \+ r — I z � 2967 42/28(2018 , 14 F 13 �SSAC�IUS£�'TS - DRIFTER'S LICENSE 5�0 999;11 '/E�tC 7 09 . ? VJ C-IAT-IAM h1A OeEoS ` �- �/Cu , ,q�dfYH�Tpk Town of Barnstable 07 � Regulatory Services MAM, e' Richard V.SeaH,Director ''°rFb;asA1� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 WW W.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Propeity Owner Must Complete and Sign This Section If Using A Builder Z, TDO c: sn , as Owner of the subject property herebyauthorlr.� f), ��. �_to act on mybelialf, in all matters relative to work authorized by this buiLling permit applicatiou 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. Sig of Owne Signature of Applicant: , Y E G WA►:fi Print Name �. Pihit Name I Da t I Q:FORM&OWNBRPERMISSIONPOO M C4 WVERNON-01 THORNE CERTIFICATE OF LIABILITY INSURANCE DATDIYYYY) 9125/225/2015 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 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: Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 AIc No Ext: A/c No):(877)816-2156 South Dennis,MA 02660 ADDRESS:mail@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ArbeIla Protection INSURED INSURER B:National Liability&Fire Insurance Company W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. P.0.BOX 1266 INSURER D West Chatham,MA 02669-1266 INSURER E: F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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 SD TYPE OF INSURANCE ADDL S BRI POLICY EFF POLICY EXP LIMITS LTR IN WVD POLICY NUMBER MM/DD/YYYY MMIDDIYYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTE CLAIMS-MADE ❑X OCCUR 8500052832 10/0112015. 10/01/2016 PREMISES Ea occurrence I S 100,000 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 POLICY N PRO- FX LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: I S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 Ea accident A ANY AUTO 1020006346 10/0M015 10/01/2016 BODILY INJURY(Per person) S ALL OWNED X SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS X HIRED AUTOS X AUTOS NON-OWNED ROacatlenDAMAGE I s s X UMBRELLA LIAR HOCCUR EACH OCCURRENCE S 4,000,000 A EXCESS LIAB CLAIMS-MADE 4600052833 10/01/2015 10/01/2016 AGGREGATE s 4,000,000 DIED I X I RETENTIONS 10,000 s WORKERS COMPENSATION - — PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N V9WC665702 10/01/2015 10/01/2016 E.L.EACH ACCIDENT S 500,000 OF EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation --Workers Compensation Includes Blanket Waiver of Subrogation as Required by Contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks.of ACORD ?'lie Cominorriwealth of?M Massachusetts Departineri:t of lrrdustrial Acciderris Offirr-e of Investigafians 600 Washington Street" 7 _ Baston CIA 0211 -Workers' Compensation Insurance Affidavit: Bi:dIdei-s/Contra.cturslEIectricians(Plumbers Name Informat an \ Please Print I&gib 1V ly ame Lire you an employer?Check the appropriate boz. 4. Type of project(required): 1:� I am a employer urith. 1 `` ❑ I am a general contractor and I_ employeese(full andlor part-time),* have hired the sub-coatrattors �_ v ixlew crlsfruction. 2.El am a sole proprietor ar.parfner- listed on.the attached sheet. 7- ❑Remodeling These sub-contractors have slop and ha,,e no employees. 8_ ❑Demolition working forme in any capacity. employees and have workers' [PTO workers' camp.insurance comp_Msurauc�.1 9- Building addition rezaired_] 5_ ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I.am a homeowner doing all work officers have-exercised.their 11-❑P.lumbingrepairs or additions. myself o workers' right of exemption per MGL '� � - 1?-❑Roofrepars insurance required.]i c. 152,§1(4k and we have no 4 eruployees.[No workers' 13-0'other comp-insurance required.] Any appticsnt.dLa t checks box#1 mwit also fill out the sac tiaa below shaaiing their vmrkers'camp ensatiau policy informricm- Ho meorwners wbo submit tars.affidats m rcting they are dGmg,all wcA Raid&ea hire autside contractors m=submit a new 2f$d64it indiesting such. Cantractorstbat ct,eck this boat must attached au sdditionsl sheet show ag tlaer mine of the si b contractors and state whether.air noi Those enddes ham emplDyem Ifthesub-contractoeshive employees,theyroustpm-ide their workers'romp.policy nurnber_ I arii art autpZn}ter tlerrtis pro�Rdiizg ivarkers'caniperesrrh'arr iresura�ice for. rrz} eniplpy es. Below is Me policy fmd joh site informatiotL �- Insurance:Company ante: Policy r or Self ins..Lic. � c + hu�J`�o o� Expirati:ou Date: Job Site Address_ � �� �CJ.>��Of1 S 1 f� city/Stafelzsp: A torch a copy of the workers'compensation policy declaration page(showing the policy number and respiration date). Failure to secure coverage as required under Section 25A of MGL c- 152 can lead to the imposition of criminal penalties of a fine up to.S 1,500-00 andfor one-year imprisanment;as well as ciiii penalties.in the form of a STOP WORK ORDER and.a fine of up to$250.00 a day against the violator. Be advised that a.copy-ofthis statement may be forwarded to the Office of Investigations ofthe DIAL for insurance coverage verification_ I do)iereby ccrti rirrdet trtelxurrs artd peurrhFies vfperjurJ #Drat#Ile rrz farrrirr€i�rr pt m ri((dab ne is/true mtd carrect Si?nature- Date: Phone �� 1• 0� _ OBTCial rase army. Da not write in this.area,to be completed by City ortoirn a,ffr'cint City or To-"u: PermitUcense 4 Issuing Autharity(circle one): 1,Board of Health 2.Building Department 3.tITown Clerk 4.Electrical Inspector S.Plumbing Inspector G.Other Contact Person: Phone# i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -� Map 2 Parcel Application # f5 Health Division Date Issue 2'2 3 Conservation Division Application e l�� Planning Dept. � Permit Fee Date Definitive Plan Approved by Planning Board .Q� Historic - OKH _ Preservation / Hyannis N5 . Project Street Address Village J A rit Owner 13r((a� Address P© Cer,*V-Vt l(-Q__ Telephone -)L-44 Permit Request Gt- I'✓1 Square feet: 1 st floor: existing proposed 1EID2nd floor: existing proposed Total new l2� Zoning District / Flood Plain Groundwater Overlay Project Valuation Construction TypeWt)� Lot Size q Grandfathered: ❑Yes JWNo If yes, attach supporting documentation. Dwelling Type: Single Family IL_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes JO No On Old King's Highway: ❑Yes W No Basement Type: Sa Full ❑ Crawl , ❑+ Walkout ❑ Other Basement Finished Area (sq.ft.) K> Basement Unfinished Area (sq.ft) � Number of Baths: Full: existing new 2— Half: existing new Number of Bedrooms: existing new PP � Total Room Count (not including baths): existing new First Floor Room Count cc Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other Central Air: QYes ❑ No Fireplaces: Existing 4New V/1" Existing wood/coal stove: ❑Yes MNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ AtAched garage: ❑ existing JJ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ _` Commercial ❑Yes allo If yes, site plan review # f:� Current Use Proposed Use _sa APPLICANT INFORMATION z (BUILDER OR HOMEOWNER) Name �o� Telephone Number A 6 Address �. V( License # 60' 14`S Home Improvement Contractor# Email Co- Worker's Compensation # � �G ALL CO TRUCTION D IS R ULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE AWI FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i OWNER Y DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t f DATE=CLOSED OUT ASS.O;CIATION PLAN NO. Departrnerr.t of l7idustrial Accideaits 2. off rce aJ 'rvestagaEor�s = 600 Mashingtora Street w` Boston,3fA 02111 • c'M _av9 • Tmmv.rnass,gavldla Workers" Campensatiou Insurance Affidaidt: B -ld�rs/Con-tr cto.rs/Electricians/giumbers AppHeant Information. Please Prat Legibly Name (Business/organization/L.dividual): V131.>.*r'- �`�"'����� -e-AIC . f Address: .' City/State/Zip:O�UiM�1, Aft- z •3.� Pholle#t: a Are you an employer*?Check the-appraprzate,bo�. :' Type of project(required): 1.❑ I air.a employer with 4. E I am a general contractor and I 6. VNew construction . employees(full and/or part time).* have hired the sub-contractors 2.El art.a sole proprietor or partner- listed on the attached sheet.I ❑Remodeling ship and have no employees 'These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9• ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electricalrepairs or additions 3.❑ I ain a homeowner doing all work• right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers" comp. a 152, §1(4),and we have no 12:❑Roof repairs insurance required.]'r employees.'[No uTorkers' 13.❑ Other comp.insurance iequired_] *Any applicantthat checks boi#1 must also fill outthe section below showing their workers'compensation poiicyinfbrunction: t Homeowners v ho•submit flus affidavit indicating they are doing all work and the-d hire outside•eontmetbrs crust submit anew affidavit indicating such. *Contractors that check This box most attached an additional'sheet showing the name ofthe sub-contractors and their workers'comp..policy information_ i'cram an eartplayer that is providing ivarkers'compensation izssur once far my enigloyees. Beloly is the policy arad dab stye rvforr�sertiQas. ; Insurance Company Name: Cy ;> Policy#or Self-ins.Lin#:_ ('�7 3� I e7� — Expiration Date: �' (a Job Site Address: `�`���-a, City/State/Zip: 44 MV? g Aittach a copy of thewarkers' compensation policy declaration gage(showimgthe policy nnn2 r and expirationdate). Failure tD seC re coverage as required under Section 25A of MGL e. 152 can lead to the imposition•of.criminal penalties of a fine up to$1,500.00 and/or one-year mprisonrn.elrt; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$256.00 a day.against the violator. P advised that-a copy of this statem6nt maybe fore irarded to.the Office of Investigations,of the DIA for ins9iTan.ce coverage verification. I do hereby cer dry under the pains ar€d.p,erral ies o,fpejYwy that Lyre rrrf or°rnation provided above is&rze grid cor•r°ed �i�atltre: u-�-t Date: � 1 Phoue O� Official use ortly. .D©not ivr•ite fn thfs are q,to be coy n:pI'eted by city ar to,7 n oft-ciaL City ar ToRm: Perm.YJLicerlse 4 . I Issuing Authority (circle one): L hoard of Health 2.Ez ]ding Department 3. C t;lFovm Clerk 4.Electrical lasj3ector 5.PIS-,Ung Imp,eetoT C.Other- Contadt Person: Phone 4: u U1 PQllcy� z, Eit �tsve Dat :, ExpEatr�E� Gffe�2y�L� t�.. �€ �eat�o All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/15 Barter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 503-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 ' 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 j 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 I 02/06/07 12/13/15 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mail 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 06/01/15 Norther Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 11/13/15 Wood Floor Specialists 508-888 3958 02/03/08 02/03/13 02/03/08 12/01/15 1 9�q Massachusetts. -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 rr may,, BRIAN T DACEY,-` PO BOX 95 ` '�a CENTERVILLE MA 02632 Expiration . Commissioner 04/19/2016 S 9 i Affidavit of Substantial Financial Interest I, of �,.�, ,�dty� . 'tr�C- , on oath depose and state as f ows: — Q, 1. 1 am an applicant for a building permit for the pro rty located at Map 2 2, Parcel �. The address of the property is am V 1I 2. 1 have 100 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 2 , the following individuals or entities have had a 1% or greater legal or equitab a interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name �� Q Address 4. Within the last twelve months, from today's date, which is I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted C). building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month,.I have submitted Q building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received () building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this�jday of 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT .`S '^ J Town of Barnstable, ° Reguta.tory Ser-Wees Thomas R.Geiler,Director Buildincr Division Ton Perry, Building Commissioner 200 Main Street, Hyanais,MA 02601 ��to�n.barnstable.ma.as �ffice: 508-862-4038 .Fax: 508-790-6230 Prop exty Owner Must CoMplefe and. Siorn This Section If Using .A.Builder I, 'Call - , ds Ovaner ofthe subject property herby authozi�ze ilk to act on my behalf, in all matters relative to.work autho'nzed bythis building permit application for; . (Adch-ess of-job) i V e o O ' Date Mer 5 gna Print Name Q;FOFri2S:O nERPERMS51Otd AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 SILVA RESIDENCE Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.............................................................. .B Q.... .................................................:.......... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <-2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................9 s 12:12 Q Mean Roof Height .....................................................................(Fig 2).................................................::46 ft <_33' Q Building Width,W.......................:...:::.................................(Fig 3).................................................. 29 ft <-80' Q Building Length, L ..............................................................(Fig 3)..................... .............................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)...............................................2.75 <_3:1 Q Nominal Height of Tallest 0 enin 2 ....................... 9 P 9 .................::(Fig 4)..................................................6'-8"_6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..............................................-............................................................................... Q Concrete Masonry ......................................................... _:.............. N/A 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)................................................... 32 in. Q Bolt Spacing from endfjoint of plate (Fig 5)... ............12 in. <_6"-12" Q Bolt Embedment-concrete... ......... ......... .........(Fig 5)... ......... ...............................7 in. >7" Q Bolt Embedment-masonry......... ...............................(Fig 5)............................................ in.>! 15" N/A Plate Washer.......................:.......................................(Fig 5)............................................... 3"x 3"x'W Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening'Dimension.:.................................(Fig 6).................................................. ft<_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls.or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)....,............................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..... .............................. Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..................::......3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)............................::.8 ft < 10' Q Non-Loadbearing walls .::...............:................ ........(Fig 1.0 and Table 5).............................18 ft <_20' Q Wall Stud Spacing .......................:................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <-d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.................. ..:.,.:.......................(Table 5).................7......................2x6-18 ft.0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)........:......................................................... Q WSP Attic Floor Length.......:........................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q 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 Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)................................ Loadbearing Wall Connections Lateral(no. of 16d common nails)..................,............:(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)...................................... .........................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .....................::.................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)...................................(Table 9)..........:...................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)...........................................8 ft 0 in. :5 12' Q Sill Plate Spans............::.............................................(Table 9).................................._ft_in.<_12" N/A Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing........_...............................:(Table 10 or note 4 if less).............:................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................49% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L . Nominal Height of Tallest Opening2.................................................................. "5 . Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11) .12 in. Q .................................... ............... Shear Connection(no.of 16d common nails)(Table 11).............................................:..............4 0 Percent Full-Height Sheathing.......................(Table 11)........................................................8% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Areas:L10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral................... .................:......(Table 12)...............................................L=176 plf Q Shear.............................................::(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=_plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or L/2 N/A 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) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.?7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)........................... ...............................8d Q SILVA_RESIDENCE_MEETS THE CHECKLIST_IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: 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. Corner 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. 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 AWC Guide to Wood Construction in High Wind Areas:I10:Mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -----WHEN THIS EDGE RE3 S ON FRAMING USE8d NAILS . -_}___-.. --T-__-_ .. 11 11 11 1 it - 1 1 11 11 1 1 II al 11 Ir f 1 � LUto I e d 11 r TV'3f 1 . 4: t II fl 11 11 �11 11 MAILSPACIIrJ PANEL — See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment . AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR53Ot.2.t:1)1 a 1 1 1 : 1 1 1 1 da 0 a 1 1 i FRAMING MEMBERS i EDGE Ri ERMEDIAT£ i i zv � 8�pAIN. i i i r i STAGGERED 3"MCI NAIL PATTERN PANEL PANEL EDGE `�.� DOUBLE NAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment Registry �,Hoee Energy Rating Certificate Rating Number Certified Energy Rater Chris Mazzola 39 Shearwater Way Rating Date 11/19/2015 Hyannis, MA Rating Ordered For Bayside Builders -. Estimated Annual Energy Cost Use MMBtu Percent 5 Stars Plus Heating 42.0 29% Projected Rating HERS Index: 65 Cooling 2.6 8% Hot Water 15.4 10% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.1 53% General 'lnformation Photovoltaics -0.0 -0% Conditioned Area 1390 sq. ft. House Type Single-family detached Service.Charges 0% Conditioned Volume 13898 cubic ft. Foundation Unconditioned basement Total 77.1 100% Bedrooms 3 Criteria , Mechanical Systems Features— This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 54.00 CFM25. Ventilation System Exhaust Only: 44 cfm, 6.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building'Shell Features' Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights an Sagamore Beach MA 02562 d Appliance Features 508-833-3100 - Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 i Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. w Liberty The Ohio Casualty Insurance Company Mutual 62 Maple Avenue, Keene, New Hampshire 03431 SURETY BOND Bond#601098355 KNOW ALL MEN BY THESE PRESENTS:That we Bayside Building Company, Inc. P.O. Box 95 Centerville MA 02632 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Seven Hundred Twenty Dollars&00/100 (Dollars)$ 720.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct a single family home at 39 Shearwater Way, Hyannis, MA 02601 180'frontage. for a term beginning on November 18, 2015 and ending on*November 18, 2016 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted,or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate,provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10) days in advance of its intention to do so. SIGNED,SEALED AND DATED November 18, 2015 Bayside Building Company, Inc. By: The Ucasualty Insu nce Company By: Martha A. Kenney, Attorney-In-Fact S-3853 License or Permit Bond (Unnumbered) r POWER OF ATTORNEY The Ohio Casualty Insurance Company Bond Number:601098355 Principal:Bayside Building Company, Inc. Agency Name:DOWLING&O'NEIL INSURANCE AGENCY Obligee:Town of Barnstable Agent Code:200226 Know All Men by These Presents:That The Ohio Casualty Insurance Company,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company,do hereby nominate,constitute and appoint:Kelly C.Bolton,Martha A.Kenney,Robert W.Miller,Mark McCartin,Nancy Soule,Joanne R. Sullivan,Emily Montgomery of Hyannis,Massachusetts its true and lawful agent(s)and attomey(ies)-in-fact,to make,execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,New Hampshire,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 18th day of November,2013. �SY INS& tiJ=0RP0/?,gT�9,y� o Z 1919 o 0 -yAMP`'aaaa' David M.Carey,Assistant Secretary STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 18th day of November,2013 before the subscriber,a Notary Public of the State of Pennsylvania,in and for the County of Montgomery,duly commissioned and qualified, came David M.Carey,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Plymouth Meeting,State of Pennsylvania,the day and year first above written. �I,, PAST QQ, MONW F� COMMONWEALTH OF PENNSYLVANIA Notarial Seal /u& OF Teresa Pastella,Notary Public Plymouth Twp.,Montgomery County �P My Commission Expires March 28,2017 yP � Notary Public in and for County of Montgomery,State of Pennsylvania ARY Member,Pennsylvania Association of Notaries My Commission expires March 28,2017 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE 1,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this 18 day of November 2015 �ZV INS& yJ 40RPo/?"' Qr Fam oZ 1919 0 ----- % F� A. �° � NA MPSy'.aa Gregory W.Davenport,Assistant Secretary Bk 19546 Pa308 AF11157 02-18--2005 & 03 2 04P Deed Nicholas Franco of Clearwater, FL for consideration paid of$160,000, grant to Brian T. Dacey, Trustee of Shearwater Way Development Trust U/D/T dated February 18, 2005 and recorded with Barnstable Deeds herewith, with a mailing address of P.O. Box 95, Centerville, MA 02632 With Quitclaim Covenants The land in Barnstable, Barnstable County, Massachusetts, being.shown as Lot 1 on plan entitled "Definitive Subdivision Plan of land in Barnstable (Hyannis), MA, dated April 20, 2004 and recorded with Barnstable Deeds at Plan Book 593, Page 100. For title, refer to Barnstable Deeds Book 9124, Page 194 and Deed recorded herewith. Address of premises: Lot 1, Shearwater Way, Hyannis, MA Together with all appurtenant rights of record. Witness my hand and seal this 17'day of February, 2005. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-18-2005 O 03:04an ' Ct la: 1663 Doi-?: 11157 Fee: 047.20 Cons: $160r000.00 BARNSTABLE. COUNTY EXCISE TAX Nicholas Franco BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-18--2005 D 03:04vn CtIY: 1."3 DocQ: 11157 Fee: $364.80 Cons: 5160r000.00 State of Florida Y Indian River, ss February 17, 2005 On this lTh day of February, 2005, before me, the undersigned Notary Public, personally appeared Nicholas Franco, proved to me through satisfactory evidence of. identification, which was personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Mindy Mephan My OWn*WM DDIM41 V6,400 INWN July 21 2M No bli My c ssion xpires: 7 �p1 j IOU. BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS fow r A rtatm CUS �� LAW - �IDTE as TOWN OF BARN5TABLE PLANNING BOARD -- 6Nb14TA&L ro � PINE 5T REGISTRY USE ONLY LOCUS MAP — NOT TO SCALE STAK=ACK FND. - w GE NOTES: OPEN SPA 0. v 1 - FRANCO REAL ESTATE DEVELOPMENT COMPANY SHEARWATER WAY 5TAKF/TACK FND. 39.E 201.69 0 9g.A3 1.OWNER: CIO PRO SEARCH (PRIVATE- 80.21' 300 MAIN STREET. 22'PAVEMENT} O IN E5MT W'w' HYANNIS.MA 023GO aN'ORA +-5•P• 1 %. 2.SURVEYOR:RICHARD J.HOOD,PL9 N w- 3'4B� f • IITY TO CA INT. HOOD SURVEY GROUP,LLC N � Q �f � W 18 ROUTE 6A 5HEARWATERRBRANT p c �.pg3 21 QU SANDWICH,MA 02563 °O LIMIT OF SHAPE 3.LOCU515 SHOWN AS APN 272-194,ON THE _ ACTOR AREA W TOWN OF BARNSTABLE ASSESSORS MAPS. 510°38014 N t 'O 4.LOCUS 15 ZONED RC-I Q 45.5N g m N33°55'219A' - C 1 22 O 51.31, - 5.DEEDS TO LOCUS ARE RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS AT BOOK 9124,PAGE 154 ~N I g391 - BOOK 7851,PAGE 158 BOOK 4280,PAGE 190 572°41'S I t M 21.33' LIMIT OF SHAPE FACTOR AREA a G.PLAN REFERENCES: . - PB 388-PG.20 4 PB 392-PG.73 _ LOT I FB 402-PG.54 - FB 417-PG.05 APN 25 I-259 N AREA=44,$$$±S.F. B 475-PG.8 N/F ? U L.C.C.No 32849A TO51 SHAPE FACTOR:926.830 44.855 =20.6 v 7.BARNSTABLE PLANNING BOARD SUBDIVISION No.801 a Z S.PUBLIC WATER SUPPLY;TOWN SEWER;GP GROUNDWATER v Z PROTECTION OVERLAY DISTRICT GP. Lu N z ZONE RC-I DIMEN51ONAL REQUIREMENT5 Z 0 0' ¢ MINIMUM PROP05ED N 85°5T23°W 220.2A' ry DIMEN51ON Z. to REQUIRED LOT I LOT 2 0 LOT SIZE(S.F.) 43,560 54,278± 54,266± U FRONTAGE(FT.) 125 20G± 257± _ FRONT YD.(FT.) 30 - - APN 251-255 SIDE YD.(FT. 15 REAP,YD.(Fr.) 15 NIPMAX.BLDG.HT.(FT.) 30. STRACUZZI ' v L.L4c,s_ r b ReaYCLERK of mowN OF BARNSTABLF;HEREBY °? CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING LOT 2 BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE,AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NM AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. o AREA=50,32G±S.F. u SHAPE FACTOR:81,721 17.5 Z a.�Tol E DATE 50,326 Lu - - O 1 HEREBY CERTIFY TO THE BEST OF MY PROPE55IONAL KNOWLEDGE, N 15104749°E 580°54'45R INFORMATION,AND BELIEF,THAT TH15 PLAN CONFORMS TO THE RULES APN 251-257 30,1 39.74' AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH N/F 10.34' OF MASSACHUSETTS. dKANE 580°53 'E o.oa y, mr AFN 272-005-020 RICHARD OOD,PL5 DATE B/DH FND. - in i3 °V. N/F . 58D°54745'E 235.aa CPJDH FND. = TIN51-EY 169.50' z 66.30 - 177.%3' 58.07' 8/4l04 Add Subdmsion No.;Revue dnveway stub;Revm Drem.Psmt* r h HET, G/23,04 Revise Plan References ryh HEL APN 272-192 / DATE DESCRIPTION I DY1 CHK, APN 25 I-256 N/F } Rev151oN5 GIG OTTI oRNELas Q DEFINITIVE SUBDIVISION PLAN GRAPHIC 5CALE: W Y OF LAND IN o 4a a 2O 40' 8v a' o BARN5TABLE (HYANNI5), MA ° 'I PREPARED FOR FEETI - a Q N p FRANCO REAL ESTATE a WpL 40 = ' DEVELOPMENT COMPANY, Inc. I �lt a SUBDIVISION No.801 W m y J. hood Survey group, Ilc sue:I°-40' and surveyom-enejlneem-comultant5 DATE:20APR04' r 18 old kings highway-p.o.box 231 JOB No.:03291 sandwich,ma 02563 u"0 ph:508-888-1090 - fax:508-888-7890 5HEr a of I heodsurveygroup.com DRAWN:RIH ' 6hY SHETti Town of Barnstable s , , ;E p Building Department-200 Main Street TEOMpt Hyannis, MA 02601 A Tel. (508) 862-4038 Temporary Certificate Of Occupancy . . .., Permit Number: B-2015-08140-1 CO Issue Date: 6/22/2016 Parcel ID: 272-194 Zoning Classification: RC-1 Location: 39 SHEARWATER WAY, HYANNIS Proposed.Use: 1300 . Permit Type: New Construction-'1 or 2 family Residential r General Contractor: BAYSIDE BUILDING Comments: . �. - 60 DAY TEPORARY CO 6/22/2016 Building Official F Date: - - Uc�� T saw �- /� ��` TOWN OF BARNSTABLE Building 201508140 * BARNSTABLE, Issue Date: 12/22/15 Permit 9 MASS �ArFG 3�a� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20153765 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/20/16 Location 39 SHEARWATER WAY Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 272194 Permit Fee$ 1,020.00 Contractor BAYSIDE BUILDING,INC Village HYANNIS App Fee$ 100.00 License Num 005645 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM 2 BATH RANCH STYLE HOME W.AN A AWARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DAGEY,BRIAN T TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 95 INSPECTION HA 7N MADE. CENTERVILLE,MA 02632 � Application Entered by;.;PF': Building Permit Issued By THIS PERMIT CONVEYS:NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARrLY OR ERMANENTLX. .ENCROACHMENTS PUBLIC PROPERTY 1NO SPECIFICALLY PERMITTED UNDER THE BUII DING CODE;MUST:B&APPROVED BY THE-NRISDICTION; STREET OR ALLEY GRADES,ASWELL AS DEPTH AND LOCATION OF,UBLIC SEWERS MAYBE ` d , OBTAINED FROM THEDEPARTMENT OF PUBLIC WORKS:.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY,APPLICABLE SUBDIVISION.` RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES-OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF.CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 1 Heating Inspection Approvals Engineering Dept ale ;e Fire Dept 2 oar h A. t. IJ �.'- - 1 1O8 SITE:39 14►JeI�LS,MA MAP IiVSTALLED BUILDING PRODUCTS PO BOX 1309 SAGANIORE BEE-01,MA 02562 IINSULATION CERTIFICPTION-PER tECC 3.03-Li BATT INSU.I'AT ION Exterior walls: Type: h trl�g `— -IV!�3riUiaCt!It'er; O-LLYW.4 CCil.N — r R-V alue:..2) . Exterior walls (other):i"'sl x b.T Crt,S . T Type: 01i-ss�_p tom,^)7,u, " —Man,-,far_tur2r;, �---------qL, — R-Value: ) Interior Walls/Stairwell:- TYp- Manufacturer; R-Value; Basement Ceiling: Type: ,� wg� __Manufacturer: t zu?,*j ca,Zlti R-Value: 3 Flat Ceilings; Type: _ -------, Mai^uraet.urer: _--_._..-R-Value: Sloped Ceilings; Type' _ Nlanufarturer; -------.�—_---_-R-Value: _ BLOWN 1NSUL.ATION ri_ �__ _BER%LASS UR DEL?ULOS� — Exterior wa.lis: TYPe: Settled Thickness: installed thickness:_ Settled R-Value _ —_`Installed densit Coverage Area: ___ Y'_, Nurn.ber,of oags;_ Flat Ceilthgs;. TYP.e: Ti I 5—° - Manufacturer:Settled Thi _ Installer thickness: 1 s knassi ��: 1/,�- — Settled R Va4re:7 n Is lead d Covora ensi*y.�_ g�!-�rea: Ao/d �» -----_Num.ber of 8agS. . Zj Slooed-�.Ceilints: 7y,aP /-i bc,rz�-t N-ss iVl-rnufactu�er; UoJ�,vs C'.6�N' Settled Thickness: J.<3 Installed thickness: J0 ____;Settlec;R Value. ?7 __ installer!densi+Qoverage Area: __ .y:— ZO Nurn6 rof Gags°—�� For NI P. — Dale: t s Installed'$ui{ding Products —_ Home Energy Rating Certificate Rating Nu mbermber Regi 206302390 22484 Certified Energy Rater Andrew Popielarski 39 Shearwater Way Rating Date 06/20/2016 Hyannis, MA 02601 Rating Ordered For Bayside Builders A" Estiiiiated Annu` ` . . . Energy . Use MMBt u Cost Percent 5 Stars Plus Confirmed Heating 52.2 $776 36% HERS Index: 64 Cooling 3.2 $174 8% Efficient Home Comparison: 36% Better Hot Water 13.1 $166 8% Lights/Appliances 21.7 $1043 48% Photovoltaics -0.0 $_0 -0% Ge �lalnformatidn r: nera ri Conditioned Area 1757 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 17770 cubic ft. Foundation More than one type Total 90.1 $2158 100% Bedrooms 3 �" >. �C`ri,erll 1 .,. MechahkAt Systems"Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2009 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 45.00 CFM25. Ventilation System Exhaust Only: 74 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-35.0 Slab None r Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.290, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 880 Clg: 880 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper L ghts"alld Appliaice FedtuteS 888-50 r2 Beach, Ma. 88-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 633.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Roma, Paul From: Deputy Dean Melanson <dmelanson@hyannisfire.org> Sent: Sunday,June 19, 2016 7:07 AM To: Shea, Sally; Roma, Paul; Roma, Paul; Diane LeRoux; Franey, Patrick; Barrows, Debi; Lt. John Cosmo;William Rex;Amy Cc: nick@baysidebuilding.com Subject: Shearwater Drive HyannisFire is Ok with a 60 day temp OP for this The road/drive will be widened to the correct width b then. property, Y Deputy Chief Dean L. Melanson Office 508-775-1300 r Fax 508-778-6448 dmelanson@hvannisfire.or i ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map Parcel l Application # Health Division Date Issued 60= �� Conservation Division nr-� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 5 Z Historic - OKH _ Preservation / Hyannis Project Street Address Village NU OLA, Y)I Owner `�\av\ Address y- Sw ieNI 114, Telephone 'Permit Request add01- Square feet: 1 st floor: existing existing proposed 2nd floor: existing proposed Total new Zoning District l '' Flood Plain C Grii undwater Overlay Project Valuation 220, Ot� Construction Type �,A� Lot Size � . Jr Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft. J0 Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing �new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: )dLGas ❑ Oil ❑ Electric ❑Other Central Air: )�J Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing_ ❑ new `size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other- �= Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 Commercial ❑Yes ❑ No If yes, site plan review# ti - Current Use Proposed Use - rs� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name i, Telephone Number r/-1U`7 U Address P License#�C' �� Home Improvement Contractor# Email )A C'nWN- Worker's Compensation # ALL CONSTRUCTION BRIS' RESULTING OM THIS PROJECT WILL BETAKEN TO SIGNATURE DATES FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. . i ADDRESS VILLAGE OWNER DATE OF INSPECTION: r I FOUNDATION g ��� (baL FRAME k INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE;CLOSED OUT ASSOCIATION PLAN NO. t . 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JOB - %,L oor SHEET NO. OF 4n pAdh®® DESIGN A-LC CALCULATED BY DATEa'��"Q� CHECKED BY DATE AgW fl SCALE . .., I.......... .......... a a t4t _ .. . . . .. . ..... ........ c� .C � - _ _® .. � ... ... 7. ...... .. . .... .. .. Yc- _. .. 44. 75 . ® ... '� `Ta.. T _._... . .. ..:... .... .... .:...... .. . . .. .... . ........ .. . tt ... .... ...... .... .. .. ..... . . . .. ... ........ .... 1p ... �- JOB SHEET NO, OF 4. TWOR DESI N '�'�� CALCULATED BY �� DATE CHECKED BY DATE SCALE .... .... ....... ._ ,; ...... os .............. .. . ... ........... _.. .... ....... _.......... g..4- . ..._.. ...... . '�` t o ... . ... � ... � . 4 :... ... .. Ct a 1 ... .... ... ................ °� . � . _.. . °�. ..�Z.a........ .® . C . .... .. ...... .. ... -__ 7 �e� ._ _ . I BOOK'] i KE 158 05168 �o I, NICHOLAS D. FRANCO, Trustee of FRANCO NOMINEE TRUST, under Declaration of Trust dated September 6, 1983, and registered with (1 , the Barnstable County.Registry of Deeds Land Registration Section as Document No. 318,535, as amended, in accordance with,Paragraph 3 of said Trust, hereby convey for the consideration of less than One Hundred and no/100 ($100.00) Dollars all the right, ,title and fi interest which I hold as Trustee of FRANCO FAMILY NOMINEE TRUST to any and all real estate in Barnstable County to FRANCO REAL ESTATE M DEVELOPMENT COMPANY, INC. \� For title see deeds recorded in the Barnstable County Registry of Deeds, Book 4285, Pages 12, 14 and 16, and Book .4280, Page 190. WITNESS my hand and seal this 1� day of January, 1992. v Nicholas D. Franco, rustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. / • Z 1992 Then personally appeared the above m d Nicholas D. Franco and acknowledges, the foregoing instrumen 7 . 1 l�is free act and deed as Trustee, before me, M1c».Co i seio exp res: fran-fam.fre nLUUJLd JAN 28 92 s y ��. l BP,09124-0194 94-03-31 3159 120059 CONFIRMATORY DEBT) r I, NICHOLAS D. FRANCO, Trustee of the FRANCO FAMILY NOMINEE TRUST, under Declaration of Trust dated September., 6 ;�1983, and registered with the Barnstable Count Registry '` De g y g y '`gf Deeds Land Registration Section as Document No. 318, 535, as amended, in accordance with Paragraph 3 of said Trust, hereby convey .for the consideration of less than One Hundred and no/100 ($100 .00) Dollars all the right, title and interest which I hold as Trustee of FRANCO E FAMILY NOMINEE TRUST to any and all real estate in Barnstable County to FRANCO REAL ESTATE DEVELOPMENT CO. , INC.of 10 Seaboard {{ Lane, Hyannis, MA 02601 For title see deeds recorded in the Barnstable County Registry �'•� of Deeds, Book 4285, Pages 12, 14 and 16, and Book 4208, Page 190. This Confirmatory Deed is to correct an error of the deed recorded at Book 7851, Page 158, which left out the word "Family" in the grantor' s name. • _ WITNESS my hand and seal this day of I /"' , 1994 �- �, i holas D. Fran o, Truste n. COMMONWEALTH OF MASSACHUSETTS Barnstable ss March 47V, 1994 Personally appeared Nicholas D. Franco, Trustee as aforesaid and acknowledged the foregoing instrument to be his free • act and deed, before me. Notary Pub is f M Comm. expires: -3/a f� 67 1' BARNSTABLE REQiSTRY OF DEEDS 4 JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 e-mail:john@jwkesq.com Mr. Thomas Perry Building Commissioner Town of Barnstable 367 Main Street Hyannis,MA 02601 October 26, 2004 Re: Buildability of Lots 1 and 2 Shearwater Way, Hyannis, MA Map/Parcel: 272/194 Land Area: Lot 1 =44 888± S.F./Lot 2 = 50,326± S.F. Dear Mr. Perry: Please be advised that after searching the Barnstable County Registry of Deeds and reviewing the applicable Town of Barnstable Zoning Ordinances, and Massachusetts statutory law, it is my opinion that Lots 1 and 2 Shearwater Way, Hyannis, Massachusetts, are separate buildable lots for zoning purposes. Pursuant to M.G.L.A. c. 40A § 6, land appearing on an approved definitive subdivision plan is insulated from zoning changes for a period of eight (8) years following the date of approval. The land shown on such plan is governed by the applicable provisions of the zoning ordinance in effect at the time of submission. The applicable zoning ordinances that were in effect at the time that the definitive subdivision plan was submitted to the Town of Barnstable Planning Board on May 3, 2004, remain in effect presently. Both lots are located in a Residence C-1 (RC-1) District. Pursuant to Section 3-1.4(5) of the Town of Barnstable Zoning Ordinances, lots located in the RC-1 District require a minimum lot area of 43,560 square feet. Both Lots 1 and 2 satisfy the gross square footage requirement. See, the definitive subdivision plan dated August 4, 2004 and recorded in the Barnstable County Registry of Deeds in Plan Book 593, Page 100 and attached hereto for your review. The lots complied with the applicable zoning ordinances at the time of submission of the subdivision plan and they remain in compliance with said ordinances. \\server\N ET-G\G&M\ZON ING\Dacey.Shearwaterway.doc L a On September 27, 2004, the Town of Barnstable Planning Board approved the definitive subdivision plan depicting Lots 1 and 2 Shearwater Way. Where the Lots are presently compliant with the current zoning ordinances and where the Lots shall not be subject to any zoning changes for the following eight years, it follows that the Lots are separate buildable lots for zoning purposes. Thank you for your anticipated cooperation. If you have any questions concerning the contents of this letter,please do not hesitate to contact me. Very truly yours, 6�' I aime I. Gillis, Esq. cc: Brian T. Dacey Enc. 2 l a � swtav R !✓ ��.�T— s ocu.5 wraHurrr ua TOWN OF BARNSTABLE PLANNING BOARD RT• 28 BARNSTAB{E A2'3T ns. REGISTRY USE ONLY • PINE ST 5TAKFJTACK FND. LOCUS MAP - NOT TO SCALE n � OPEN SPACE _ NOTES: SNEARWATER WAY 5TAKFjTACK FND. N08 08'39•E 201.69 1 58.43' I.OWNER: FRANCO REAL ESTATE DEVELOPMENT COMPANY (PRIVATE-22'PAVEMENT) 21, o 00 PRO SEARCH eo ' G3 05' ao D�IP1 NIS w N1 300 MAIN STREET. p HYANNIS.MA 023GO � N WtP I 1 72 TO CA TNT. � N°-4 3,4E'0� 1 `1 f 2'SURVEYOR: RICHARD J.HOOD,FLS 1. HOOD SURVEY GROUP,LLC O SHEARWA&4 BPANT "' -Z I f_ 0.21. u. 18 ROUTE 6A P O i •-N88 '3 SANDWICH,MA 025G3 FACTOR SHAPE 0 W/ z0 AREA V) 3.LOCUS 15 SHOWN AS APN 272.154.ON THE 1 � I 51013801 ^I 0 u W TOWN Of BARNSTABLE ASSESSORS MAPS. N p r Q 45.53' O o N33'S5'21 W O 4.LOCUS 15 ZONED RC-I ' 4- i 1 1 22.0 ! 51.31' 5..DC[OS TO LOCUS ARE RECORDED IN THE BARNSTABLE COUNTY 2 N/ I N�,OB.gg£ _ REGISTRY OF DEEDS AT BOOK 9124.PAGE 194 m BOOK 7851.PAGE 158 4 57'4 i 51'E BOOK 4280.PAGE 190 �C 21'93 LIMIT OF SHAPE FACTOR AREA m N G.PLAN REFERENCES: Q� PB 388-PG.20 .d �•. PB 392-PG.73 LOT I PB 402-PG.84 APN 25 I-259 a AREA=44,888-*-S.F. -PB 4PB 25-PG.34 PB 475•PG.38 TOSI SHAPE FACTOR:926,630 U L.C.C.No 32849A 20.6 �•� - 7.BARNSTABLE PLANNING BOARD 5UBDIVL51dm No.801 N Z N O p 8.PUBLIC WATER SUPPLY;TOWN SEWER;GP GROUNDWATER N z PROTECTION OVERLAY DISTRICT GP. N t` Iu LEI z ZONE RC-I DIMENSIONAL REQUIREMENTS m N 05-5723•W 220.24' I ¢ J DIMENSION MINIMUM( v PROPOSED z 10 REQUIRED LOT I LOT 2 I In LOT 512E(5,F.) 43,560 54,278w 54,2G9 FRONTAGE.(FT.) 125 20G= 257: FRONT YD.(FT.) 30 NIF APN 25 I-258 SIDE YD.(Fr. 15 REAR YD.(PT,) 15 STRACUZZI MAX,BLDG.HT.(PT,) 1 30 Rear'CIEPA OFm^1 01VN OF BVL115TABlL,HEREBY n CERTIFY THAT THC NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING LOT 2 - BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE.AND NO NOTICE OP APPEAL WAS RECEIVED WRING THE TWENTY DAYS Nw AFTER 0 .AREA= 50,326t S.F. SUCH RECEIPT AND RECORDING OF'SAID NOTICE. U N Q <L SHAPE FACTOR:881.721 U) 50,326 17.5 Z �TOFE DATE 1 N 15'%'49f 580'S4'a5'E O 1 HEREBY-CERTIFY TO THE BEST CX MY PROFESSIONAL KNOWLEDGE APN 2S I-257 1 INFORAAATION,AND BELIEF,THAT THIS PLAN CONFORMS TO THE RULES _ 30.1 L- 39.74' AND REGULATION5.OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OKANE 580-54.45 I 0.34' OPMA55ACHUSET 5. 30.00 1 CWH FND. t� nr APN 272-005-020 RICHARD L.MOOD,PL5 . - in 8 bdO'5W45T 235.80 OT ''H.�O . z W-. .._ - 169.50 � 66.30 ,I TINSLEY 177.73' 58.07 .e/4AN Add 5ub6uyon No.;Re�re d^wn:+Y x:b:ReweEsmt. I ph HEL APN 272-192 3` DATE 4 R""`PWn Reld qh Hu APN 25 I-256 N!F } DATE DLsclurnoN DY CHK RM510N5 GIG OTTI ORNEtAs �� DEFINITIVE SUBDIVISION PLAN GRAPHIC SCALE :�E ° 1 40 0 2D 40 ea j OF LAND IN _ ;. BARN5TABLE (NYANNI5),.MA N. Q 4 41 L IN Q N v PREPARED FOR MIT ztxp' w FRANCO REAL ESTATE *W I— Q DEVELOPMEeNT COMPANY, Inc. 3 a OF SUBDIVISION No.801 1. hood survey croup, Ilc suI E:,•_40 n 5urveyom-englneer5-Cor6ultant5 DATE:20APR04 R 18 old kings.I*wvy-p.o,bm 231 JOB No.:03291 O"vLuwo" swidwnch,Ina 025G3 Ph:508-888-1090 - tax:508.888.7890 5HET I OF I hoodwrveY —?p.com DRAWN:RJH � (TIC -eJ TOWN OF BARNSTABLE �- PERMIT EXTENSION GRANTED - EXPIRES 9/6/05 0 PARCEL ID 000 000 321 GEOBASE ID ADDRESS 39 SHEARWATER WAY PHONE HYANNIS ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT TYPE BUILD TITTLERIPTION NE RESID NTIIAL/BLDG p TGARAGE ATT_ 22 X 20 ' CONTRACTORS: BAYSIDE BUILDING, INC Departmentof � ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $963.79 BOND $.00 tNE CONSTRUCTION COSTS $191, 168.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE MM& L 16, BUILD G'DIVISION BY I DATE ISSUED 03/04/2005 EXPIRATION DATE /04/2006 TOWN OF BARN STABLE PERMIT EXTENSION GRANTED — EXPIRES 9yE /06 r M PARCEL ID 0001000 321, GEOBASE ID ADDRESS ' 39 SBEARWATER WAY PHONE HYANNIS_. — ZIP ) LOT 1 b"" , BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT fiYPE BUILD --,TITLE DESCRIPTION. N� RESI,SPED NTIA / P®GARAGE A�" _ 2 0 ' CONT .CTORS -'WAYSIDE BUILDING, , INC � Department Of ARCHITECTS: PERM-IT. EXTENSION GRANTED Regulatory Services TOTAL-FEES: $963.70 BO `, s.p CORSTRUCT,IDN COSTS $191,168.00 �F '01 A - S`INGLEUM HOME DETACHED 1 PRIVATE O. r ` * sARN3TABLE • �' �� _. �:• .,; � � i4-�;:� 41 .... •. BUILD . IVISION v � „�: � f �,., �i � a ✓ .I s /k THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELD AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR,FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS._ 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I 2m elm BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 F 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT s 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL y f WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK,IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERM' IT yP w�iw��� � �-�� � 1 /M\� I M �� ' �.e C i . � s, '�:;, ,. File Edit Tools Help _ Action .Detail application Applicant Collect Status ' ACTIVE _" = _ �O- v'iner Department 16300-BUILDING DEPARTMENT CloselD eny T TR ProjectlActivity 101 -NEW SINGLE FAMILY HOME i DAGEY BRIAN - - Contractor IIJAYSIDE BUILDING,INC r Workflow Description,I, NEW RES 3/BED MATH WIGARAGE ATT.`22X 20 Business Description 2 ?' Parking/Mist PropertylUse� Non conforming �rJ6 tesAsc�� Permits Property L _ m: t Property Property Use 4t Reactivate' . } -- Location'" w 39 I-Unit Existing use 1300 DEVE LAND r Adjust Fees Sheet SHEARWATER WAY j? { , RC 1 RESID.- zoning 1 Escrow Parcel 272194 s ; memo t( 13 M'urncipaGty, HYAN HYANNIS ' Mist Chgs Subdivisionllot t,4 13 Between -- - Proposed use 1300 DEVELOPABLE LAN[7 I �Paymt History -=� zoning RC 1 RESID C 1 i� ,a JI Audit History ... 1 Location desc memo� .. �Summ,Permit _ �. J Copy aPR - __. +y..'•` .. ti "9 °r ( `Prerequisites , ,�[O,HazrdlRestr �: ' Names Bonds i SubA1. ddrs: _ -- - u� Plan Review i3 Prior History EE Inspections (� _Violations Reviews ( Open btems Q Warnings Find Related k ,z ..• vw�- '1J L,�� ; - k Gl1+R p / ' ' 1 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TRW. 000.040JAI r . Map 72- — Parcel il q -%SS Permit# J ;Z s ,6 7 Health Division - U 2 u o _- Q(� Date Issued O Conservation Division Sa �� /� �al�/OS �,/ �/. Application Fee re s q Tax Collector �-_ Permit Fee Treasurer IWO 1® MUST BF Planning Dept. 1owINCOMPUANCE T�Es Date Definitive Plan Approved by Planning Board Cv d C�f�AQ f��AND t w Historic-OKH Preservation/ yannls aJ - 60foom 5, Project Street Address X WAY f) r-e Village )y Y4AIAI6 Owner A 4Y90K 60 IAA/N6 Address WOK qS 'F/r7-V 14ZZ Telephone 7 71" �l0 , Permit Request 70 (4)ov S ZR OC77 /1 1 /3�1Sfz00� � 2 �2 /3 ff 7-W IAm/L4 1`t t rh r GU 1? 7/ 1 --f7-" ci1HP 0- CfHR IRA4 F_ Square feet: 1 st floor: existing proposed /oZ y0 2nd floor: existing proposed �U- Total new /i3V Zoning District R C+ / Flood Plain iv Groundwater Overlay P Project Valuation tY Construction Type 11 b Lot Size - Y F� a Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family L/ Two Family ❑ Multi-Family(#units) Age of Existing Structure /VF A/ Historic House: El Yes W No On Old King's Highway: ❑ <o Yes a C�Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /off 1/0 Number of Baths: Full: existing new Half:existing new / Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new_ First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New�_ Existing wood/coal stove: ❑Yes 2'-N-o Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 3 new sized-2XX Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 2 No If yes,site plan review# Current Use U11 C44/'7 1.4 7- Proposed Use d /DF7 lUG% ' BUILDER INFORMATION Name f °-L � % s . Telephone Number -2 7 L/0� Address License# 0656 y STce� � —X ?6 3z Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 151A ju l6d L,4A/D,F ILL SIGNATURE _ DATE 0 4 FOR OFFICIAL USE ONLY PERMIT NO. - DATE ISSUED T MAP/PARCEL NO. j .• a,Lj ��1 J - .- ADDRESS -r VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION f -f FRAME ✓_ INSULATION FIREPLACE - ELECTRICAL: n-ROUG,,j fit$ FINAL . + PLUMBING: ROUGIFf FINAL w GAS: ROUG9 ,o� FINAL 'o s r FINAL BUILDING ! - } cr .�2 I DATE CLOSED OUT ir,Q-ASSOCIATION PLAN NO. r SEP. 6.2005 12:23PM BHYSIDE BUILDING CO.5087750155 ND.711 P.1%1 r`— FjBayside Building, Inc, 1',O,Box 95 • Bayberry S �taae • 164FR t y y q Route 28 Centerville,MA 02632 K0iLari,y To Line By„ 308 771-1040 • Pax;506 775-0155 • %",baysidebuilcling.com E September 2,2005 Mr.Torn Peary Barnstable Building Commissioner Bear Town: We would .like to extend the building permit(#82564) f®r#39 Shearwater Way in Hyanm for 6 months. We are presently woridng with customers who like the lot but are unable to commit to building for 3 or 4 months. We appreciate your anticipated cooperation in this matter and should you haver- any question,please call us at 508,-771-1040. fie. O Sincerely, Dorian D]acey w TOWN OF BARNSTABLE r<.. PERMIT EXTENSION GRANTED — EXPIRES 9/6/05 r PARCEL ID 000 000 321 GEOBASE ID `. ADDRESS 39 SHEARWATER WAY PHONE HYANNIS ZIP — LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT q !! f �, .PER IT TYPE BUILD TTIT�IPTION NN +d RRESID�ENT AL/BLDG PW TARAGE ATT. 22 X 2 CONTRACTORS: BAYSIDE BUILDING, INC Departmentof . ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $963.79 BOND � y CONSTRUCTION COSTS $191, 168.00 t11E � 4► 101 SINGLE FAM HOME DETACHED 1 PRIVATE Q • * BMWffrABM • e hp Mp'l BUILD SI N f i r BY DATE ISSUED .03/04/2005 EXPIRATION DATE /04/2006 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF'FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE I:» 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- 2, PRIOR TO COVERING STRUCTURAL MEMBERS hqN (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL ELECTRICAL,PLUMBING AND MECH- NOT BE ANICAL INSTALLATIONS.:_...3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �f ly: � v, �+ 2 2 !- 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT f ' r 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r , DEDEC.22.200411 1:04PM ATBAYSIDE BUILDING C0.5oe7750155 NO NO.347 P.iP.2/2 EXTENSION OF TIME FOR PERFORMANCE AND BUYER CONTINGENCY Purchase and Sate Agreement By sad Between Franco Real Fstate Deyelopnwnt Company,Inc.,as Seller:and Brian T.D4cey,Trustee of Cobblestone-Nantucket Leading Trust,as Buyer,for Property Imown as Lots I and Z on a Plan Recordedwith the Bamstable County Retry of Deeds in Plan Book 593,Page 100 The time for perfonriance and delivery of the deed as va forth in the Purchase and Sale Agreement referred to above is hereby extended to January 24,2005. The time for the Buyer to obtain a building perrnit for the construction of a single-family home on each lot is also extended to January 24,2005, In all other respects,this agreamenj is hereby ratified and confa med. This extension,executed in multiple counterparts,is intended to take effect as a scaled inshvment, � SELLER: BUYER: FRANCO REAL ESTATE DEVELOMaNT COBBLESTONE- CK'ET COWANY,WC. LAND G 17E T. Davey, i ii $xt0cn Parfbm=ee Davey S4eam urAb i . I I 01/18/1995 11:31 915087906230 PAGE 01 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings S 100.00 Idol d t� Residential Addition $ 50.00 AlterationaRtenovations S 50.00 Building Permit Amendment $25.00 FEES WORKSHEET 1 NEW LIVING SPACE' // q square fed x$96/sq.foot� 1?S O'd x.0041— -7d 0 plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x S64/sq.foot- x.0041= plus from below(if applicable) GARAGES(attacbed&detached) e / LI g . . square feet x$32/sq.R.-#1, y0 x .0041a l� s ACCESSORY STRUCTURE>120 eq.ft. >120 sf-500 sf $35.00 >500 of-750 sf 50.00 >750 sf- 1000 of 75.00 >1000 of- 1500 of 100.00 - >1500 of-Same as new building permit: square feet x$96/sq.foot x.0041- STAND ALONE PERMITS Open Porcb x$30.00- (nutnber) Deck 1 L x$30.00' (number) ,1 Fireplace/Chimney I x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimrrdng Pool $25.00 Relocation/Moving S150.00 (plum above if applicable) r Permit Fee R3 t� Ncost �....At IAA,. r r r r r SDI r r t Effective Date: December,22nd- 2005 F. r ' 9 Western Surety company 0 r v LICENSE AND PERMIT BOND r v r r KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14655590 r v r B Thatwe, Bayside Building, Inc. u r I r of the Town of Centerville , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable, Building Inspector , State of Massachusetts , as Obligee,in the penal sum of Five Hundred and Win DOLLARS ( $500.00 ), lawful money of the United States, to be paid to the Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed 39 Shearwater Way, Hyannis, MA 02601 single family home by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until December 22nd 2006 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thiGedays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sha °�thcretljio`n•.• - �lieved from any liability for any acts or omissions of the Principal subsequent to said da ; R 4 oa number of years this bond shall continue in force, the number of claims made against tln b and 3 ffiber of premiums which shall be payable or paid, the Surety's total limit of liability sly ail be cumuli from year to year or period to period, and in no event shall the Surety's total liability nofoie.w I-cl rs ce t�'e amount set forth above. Any revision of the bond amount shall not be cumulative. r � w Dated this 20th day of December 2004 r Principal r u r r Principal r r Counte igned( e required) WEST E N S U R E T COMPANY r / u r By By / u r Resident Agent Paul T.Bruflat,Sycior Vice President Form 532-5-2002 - r u r r r o j3000000000CXX30G0CD WESTERN SURETY COMPANY ONE OF AMERICA'S OLDEST BONDING COMPANIES r n u r u r ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) 0. COUNTY OF MINNEHAHA n r u On this 20th day of December 2004 before me,the undersigned officer, personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. n IN WITNESS WHEREOF,I have hereunto set my hand and official seal. fi }44444444444444444444g444+ - r D. KRELL o r NOTARY PUBLIC a r i EAL SOUTH DAKOTA SEAL p r + r Notary Publi -South Dakota fi +44444444444g4ghbq44bbb4+ 9 My Commission Expires November 30,2006 r ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual _ described in and who executed the foregoing instrument and acknowledged to me that_he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. . My commission expires Notary Public n r r 1 u r ^ r n u n r n r 0 F n n f�y1 r n E v o ix f•,' u Q u n z A A rn z � n E., o o n a 104 n n (� it m r r u n O Zi CC u r - L O n \ �, 04Cd 9 fi 5 O FTi Q 'CS 9 5 9 Western' Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey; New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed;all of the following classes of documents to-wit: Indemnity,Surety and Undertakings that may be desired by contract,or may be given in any action or proceeding in any court of law or equity, policiej lemnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and fidelity bgrSdsnderiij�y in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waiverjdify or csrf a or extend any bond or document executed for this Company, and to compromise and settle any and all claims or der ands maile r ezia %against said Company. des rn Surety m further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Carflhy duly adopted a6 66 in force,to-wit: ron olicies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corpo, 'e.. 6mpany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers a1 B88t c3fbirectors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Atfd'f eys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 20th day of December 2004 ATTEST WESTE N URET COMPANY By Assistant Secretary Paul .B�Senior President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 20th day of December 2004 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }�,ygyy�yyyhhh�yhy�hyyy5y5} s D. KRELL SEAL NOTARY PUBLIC 9^EAL s s SOUTH DAKOTA�s } ,h�,�,�we�e�ek�e�e�e�o44�o444�s44} Notary Public My Commission Expires November 30,2006 Form F1975-4-2002 Uniformly Loaded Floor Beam[2000 International Building Code(97 NDS)]Ver: 6..00.5 By: , on: 12-13-2004 : 06:19:17 AM Project:WAUWINET-Location: KITCHEN CEILING Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3 ) 1.75 IN x 9.25 IN x 11.0 FT / was 2800 Fb DF-Boise Cascade Section Adequate By: 59.5% Controllinq Factor: Moment of Inertia/Depth Required 7.92 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.21 IN = U624 Total Load: 'TLD= 0.34 IN = U383 Reactions(Each End): Live Load: LL-Rxn= 2447 LB Dead Load: DL-Rxn= 1541 LB Total Load: TL-Rxn= 3988 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.84 IN Beam Data: Span: L= 11.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: ' U 240 Floor Loading: Floor Live Load-Side One: LL1= 25.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 13.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 10 PLF Beam Loadinq: Beam Total Live Load: wL= 445 PLF Beam Self Weight-. BSW= 15 PLF Beam Total Dead Load: wD= 280 PLF Total Maximum Load: wT= 725 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2882 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment.- M= 10968 FT-LB 5.5 ft from left support Critical moment created by combining all dead and live;loads. Controllinq Shear: V= 3430 LB At a distanced from support. Critical shear created by combining all dead,and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 45.67 1N3 S= 74.87 IN3 Area(Shear): Areq= 18.05 IN2 A= 48.56 IN2 Moment of Inertia (Deflection): Ireq= 217.14 1N4 1= 346.26 IN4 ' 4. Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)]Ver: 6.00.5 By: , on: 12-13-2004 : 06:11:21 AM Project: WAUWINET-Location: MASTER BEDROOM CEILING This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2 ) 1.75 IN x 9.25 IN x 16.67 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 287.8% Controllinq Factor:Moment of Inertia/Depth Required 5.89 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.07 IN= U2953 Total Load: TLD= . 0.21 IN= U931 Reactions(Each End): Live Load: LL-Rxn= 150 LB Dead Load: DL-Rxn= 326 LB Total Load: TL-Rxn= 476 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.15 IN Beam Data: Span: L= 16.67 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.6 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 20 PLF Beam Loadinq: Beam Total Live Load: wL= 18 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 39 PLF Total Maximum Load: wT= 57 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties s Fb'(Tension): Fb'= 2882 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 1984 FT-LB 8.335 ft from left support Critical moment created by combining all dead and'live loads. Controllinq Shear: V= 438 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 8.26 IN3 S= 49.91 IN3 Area(Shear): Areq= 2.31 IN2 A= 32.38 -IN2 Moment of Inertia(Deflection): Ireq= 59.52 IN4 1= 230.84 IN4 01 21/1995 01:11 918020624926 PAGE 02 ` Affidavit of Substantial Financial Interest 1, &?14 1 ?. O/ICC /�_ of 8/1 Y5 . tly' eVI y/06 /d/L , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map27a2 , Parcel . The address of the property is 2. 1 have C a legal or equitable interest in the real property which Is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 17-� the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name tC�V, AIC Address 11>D t< Cl 3 ©S& 4. Within the last twelve months, from today's date, which is � a34U� ,.I have had a 1% or greater legal or equitable Interest in the following properties which have been the subject of a building permit application: Map/Parcel Address a: 5. Within thls calendar year, I have submitted building permit applications for property in which 1 have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal-or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in f , which I have a 1% legal or equitable interest. 8. Within this month, I have received D building permits for property in which I have ;. w 9 P P P tY a 1% legal or equitable interest. Signed.under the pains and penalties of perjury, this23,bday of)�eC , 200.. 2001-0050/af n O/LOTTERY/AFFIDAVIT BAYSIDE BUILDING PERMITS OBTAINED SINCE 12/23/2003 3 3 3 3 STREET # 3 LOT # 3 VILLAGE 3 APPLIED OBTAINED 3 1) 212 ELLIOTT R 3 17 3 CENTERVILLE 3 12/10/03 312/24/03 2) 30 MAYFLOWER 3 6A 3 OSTERVILLE 3 08/18/04 09/01/04 3) 180 CARRIAGE RD 5 OSTERVILLE 09/01/04 09/16/04 4) 40 MORGAN WAY 163 W. BARN. 09/15/04 09/29/04 _ The Commonwealth of Massachusetts Department of Industrial Accidents - ONCe VUHMsUyatIM 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit �onli;cantin ormatitin• =- -"" -•'� -irr=.' ease PR =legibly..: _--zt. :�:::�=':'^'� name: location• city phone T I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working.on this job. company name: address city: phone#: insurance co policy# Ze rI am a sole proprietor, neral contra r homeowner(circle one) and have hired the contractors listed below who have the following workers' co+,mDensation polices: company name: C✓�G� E 1 IV(' 1AAC address -771 phone insurance co AP6 ,4Dl policy - cornn my name address city phone insurance co Policy to 'Attach additional sh_aet if nccc3san ;y x-- �'~ -�= T ^�--2 �-. � •..a:i�.r.1G._••rYa _ �..L.•�.�+_. - r L�4_•�S-.,, .[. �iL�w.a...r+✓+J'� Failure to secure coverage as required under-Section 25A of:MGL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/or one vears• imprisonment as-Aell as eit•il penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a da_> against me. I understand that a cope of this statement may be forte arded to the Office of investigations of the D1A for coverage verification. I do herebi•certifi•under the pains and s of perjury that the information provided above is true and correct. Sienature Date Print name /1711-- l 1 Phone official use only do n_ot w rite in this area to be completed by city or town official eiti or town: permitAicense a rlBuilding Department Licensing Board O check i{immediate response is required oselectmen's Office C]Health Department contact person: phone P; r'1Other r 2003 SUBCONTRACTOR'S INSURANCE BAYSIDE BUILDING (L) ACADIA INS. CO. CPA 0073409-10 (W) ACADIA INS. CO. WCF 0073406-10 ENGINEEER: BAXTER NYE & HOLMGREN: (L) TRANSPORTATION INS B2000 466 3141 (W) CLUETT COMMERCIAL TBD WELLER & ASSOC: (L) NAT'L GRANGE MUT. MSP45246 LAND CLEARING: PETER GOVONI: (L) CNA INS CO B 1079 9972 30 (W) CNA INS CO WC 1799 972 44 EXCAVATION & SEPTIC: ASSURANCE EXCAVATION (L) COMMERCIAL UNION QBR 736 739 (W) ROYAL INS UB-735X533-0-02 R&H CONSTRUCTION (L) NAIL GRANGE INS MPI 937 48 (W) AIG INS WC 674 8571 CAPE GOLF CONST/T KENNEDY (L) NATIONAL GRANGE MUTUAL MPJ 35566 (W) LEGION INS WC6-012 0658 JEFFREY R. LAUDER (L) MARYLAND COMMERCIAL INS SCP 3424 7479 FOUNDATION: ALL SQUARE (L) ASSURANCE OF AMERICA SC235270231 (W) ASSURANCE OF AMERICA TC1 5575 1748 CAPE COD CONCRETE PUMPING (L) CNA INS 2055 30 .3105 (W) CNA INS WC 1777 46906 BAXTER, INC (L) ADMIRAL INS CO A02 AG14 331 (W) AMERICAN INT'L GROUP WC 674 2973 BORTOLOTTI CONSTR (L) ACADIA INS BINDER 191 236 (W) ASSOCIATED EMPLOYERS INS CO BINDER 186 388 C &' I STEEL (L) 'TWIN CITY FIRE INS 61 CESOA 0995 (W) AMERICAN CASUALTY CO WC 251 89 3571 WELLS: DENNIS SCANNELL (L) MASS WEST INS ART 0353 32203 (W) MWCARP 706 X376 302 CELLAR/GARAGE FLOORS: RICHARD MORSE/MASON WORKS (L) TRAVELERS 1680204Y4465TCT FRAMERS: ROB_ERT DORRER (L) NATIONAL GRANGE MUTUAL BINDER (W) ST PAUL FIRE & MARINE INS UB-51OX322-3-02 . MIKE DUFFLEY (L) ACADIA BINDER 199 126 (W) ASSOC EMP INS BINDER 195, 123 DAVID HILL (L) WORCESTER INS CB8E 6079 (W) ASSOCIATED EMPLOYERS INS WCC5000 11601 2002 JON MCDERMOTT (W) CGU 6S24 UB795 X110 3 01 � D MICHAEL RACE (L) HINGHAM MUTUAL FIRE INS ART97 02244 (W) AIG 2907755 STONE & MASONRY: D TORTORA/C&I STONEWORKS (L) ZURICH NORTH AM SCP 3187 4051 (W) ZURICH NORTH AM WC 3768 4330 01 LAWRENCE ROBINSON MASONRY (L) WORCESTER INS CB7E 3232 RICHARD M DULGARIAN (L) FARM FAMILY CASUALTY INS 2001 X 0414 (W) FARM FAMILY CASUALTY INS 2001 W6 223 ELECTRICIAN: CHAVES ELECTRIC (L) MASS BAY INS. ODN 4617 830 (W) EASTERN CASUALTY INS AWC7007596012001 AMES ELECTRIC (L) COMMERCIAL UNION NBF418165 (W) GENERAL ACCIDENT QBH2O8297 PLUMB & HEAT: WHITELY PLUMBING & A/C (L) ACADIA INS CPA 6057 34613 (W) HARTFORD 08WBJS6277 ' ALARM SYSTEM: BALTIC SECURITY (L) PENN,AMERICA PAC 623 8997 (W) WORKERS RISK WCS 8093 2239 CENTRAL VAC: CENTRAL VACUUM HOUSE (L) COMMERCE INS VW3526 INSULATION: MAP INSULATION (L) CINCINNATI INS CPP 0698 488 (W) LIBERTY MUTUAL WC1-181 053991 012 SHEETROCK: MEL REED (L) WORCESTER INS CB817530 (W) SAVERS PROPERTY & CASUAL WC 0000 577-00 INTERIOR TRIM: DAVID & DAVID (L) ONE BEACON INS CBLW 47831 (W) ROYAL INSURANCE COMPANY UB 760X 107 2 02 M&R CARPENTRY (L) FIRST FINANCIAL INS F491 Q 521 939 (W) TRAVELERS 7 PJUB-328 X106-8-02 KEVIN FITZPATRICK (L) MARYLAND INS. GRP SCP30235965 (W) CIGNA PROP & CAS. C80049997 MTF CUSTOM FINISH (L) ACADIA INS CPA 0049 68612 (W) EASTERN CASUALTY INS WC9969 5067 OAK FLOORS B TRACY/AMERICAN FLOORS (L) TRAVELERS I680342 W7540 TCT 00 EDWARD J MCCARTHY (L) COMMERCE INS WV2362 ROBERT BUDDEN (L) COMMERCIAL UNION CBLW 28642 (W) TRAVELERS INDEMNITY UB-840 X 550-7-02 PAINTING: CAMPBELL PAINTING (L) TRAVELERS 1680251K4083COF00 (W) ASSOC IND OF MA MUTUAL INS AWC 7000126-01-96 GARAGE DOORS: ALL CAPE GARAGE DOOR (L) U S F & G BK011 37 483 (W) TRAVELERS INS CO WCC 50025 8601 2002 STORMS & GUTTERS: ALUMINUM PRODUCTS (L) CNA INSURANCE CBP 96 27 433 (W) CNA INSURANCE WC17 7802 858 ALL CAPE ALUMINUM (L) MERCHANTS INS OF NH CMP 913 8635 (W) MERCHANTS MUTUAL INS' WC 96 26 233 CARPET & VINYL: CARPET BARN (L) TRAVELERS 1680625 Y1691 TIA02S (W) MA. RETAIL MERCHANTS 8100-08 TILE INSTALLER: TONY AVERINOS (L) ASSURANCE CO. CFP26528977 (W) ASSURANCE CO CFP 26 528 977 CLOSET SHELVING: CAPE COD CLOSETS (L) HINGHAM MUTUAL FIRE INS ART 02 00312 (W) TRAVELERS UB-521X529-4-02 CABINETS/GRANITE KITCHEN CREATIONS (L) COMMERCIAL UNION CBLW 32584 (W) LIBERTY MUTUAL WC2-31S-332 019-012 TERRA NOVA MARBLE & (L) ZURICH US SCP 406 21444 GRANITE - - (W) ZURICH US WC 0040 79 5081 I APPLIANCES: KITCHEN APPL MART (L) TRAVELERS INS I6803 77Y 6428 IND02 (W) MASS RETAIL MERCH WORKERS 7230-08 COMP MIRRORS & SHOWER DOORS: L & M GLASS (L) ONE BEACON INS CBR575 344 (W) ONE BEACON INS QB02 H15 1078 LANDSCAPE & SPRINKLER: COY'S BROOK (L) PEERLESS INS CBP 9585 362 (W) STAR INS WC 000 2485 HARRY JOHNSON TREE FARM (L) FARM FAMILY CASUALTY INS 2001 G 1233 (W) FARM FAMILY CASUALTY INS 2001 W 6152 DRIVEWAYS: NORTHERN SEALCOAT (L) HARLEYSVILLE CB4E 9397 (W) HARLEYSVILLE WC81 2320 SUSPENDED CEILINGS: ATC CEILINGS (L) VERMONT MUTUAL INS BP 1702 4216 (W) LIBERTY MUTUAL WC2-318-33099 1012 RUBBER ROOFS: JAMES CAZEAULT (L) AMERICAN EQUITY INS ACC 183560 (W) LIBERTY MUTUAL INS WC1-31S-309961-020 ROOFER & SIDEWALLER: STEPHEN CRESSWELL (L) WORCESTER INS CB8E 7050 (W) LIBERTY MUTUAL WC1-31S-33430.9-012 TOM CAHOON (L) MARYLAND CASUALTY GL7E 4006 (W) LIBERTY MUTUAL WC1-31S-329493-012 CUNNINGHAM CONSTRUCTION (L) COMMERCIAL UNION INS CBLW 281 491 (W) LEGION INS WC 7002 2842 4 CLEANING: JAG CLEANING COMPANY (L) ARBELLA PROTECTION 85 0001 7552 (W) AIM MUTUAL AWC700 6277 01200 - i f. /�P. -V0�7UY110�L[UCU�C�L 6����2GCU4CGGo r.•1 BOARD OF BUILDING REGULATIONS Licdhse: CONSTRUCTION SUPERVISOR . 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Ii '//12/H/2004 THU 9:07 FAX 508 862+4711 TOB - DPW - Engineering Z004/006 Uc�DATE PROPERTY RECORDS: ADD CHANGE DELETE NOTES HELP END ADD RECORDS TO PROPERTY TABLE PENTAMATION----------------------------------------------------------- 12/09/04 PARCEL ID 000 000 321 GEOBASE ID LOT/BLOCK 1 DBA ADDRESS 39 SHEARWATER WAY DEVELOPMENT ADDRESS LINE 2 ADDRESS LINE 3 HYANNIS ZIP . OWNER NAME OWNER ADDRESS ZIP ADDRESS LINE 2 DISTRICT ADDRESS LINE 3 PHONE STATUS CAPACITY(NOTES) ZONING. DIST/ZOC SEWER SYSTEM FLOOD PLN/ELEV, WATER SYSTEM OKH? # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE OPER/MGR NAME WET LANDS MULT ADDRESS USE PROTECT DIST ENTER Y IF ALL ARE CORRECT OR N TO REENTER Y UNIQUE PARCEL ID 11709/1004 THU 9:04 FAX M 862+4711 TUB - OW - Engineering uuz/uub TOWN OF 13ARNSTABLU f NING BOARD 2 REC1AY USE oKLy afNOytoaMDI L0CU5.MAP - NO To scia Vey 3P f� rn..O ghEARwarER WAY .wr aR rlfO. 101 c9 50, 1.owNw � f eaTATe DOMAn� owwr IVATr-2 pA e0311�� � N. M�MFre'R -�. 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Ilc xrt,r-.w �f1�urvoycx7.e�glllrr+s mM1ss1{tants DATp��gvRo? I8 d4 WO 1114WH.0.0.6m 2at 'l MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-9-2004 DATE OF PLANS: 12/8/04 TITLE: 39 SHEARWATER WAY, HYANNIS PROJECT INFORMATION: SINGLE FAMILY RESIDENCE COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 604 Your Home = 524 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2052 30.0 0.0 72 WALLS: Wood Frame, 24" O.C. 3108 19.0 0.0 182 GLAZING: Windows or Doors 489 0.350 171 GLAZING: Skylights 54 0.450 24 DOORS 21 0.350 7 FLOORS: Over Unconditioned Space 2052 30.0 0.0 67 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 39 SHEARWATER WAY, HYANNIS DATE: 12-9-2004 Bldg. Dept. 1 Use CEILINGS: [ ] I 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C. , R-19 Comments/Location I WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.45 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.35 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-30 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ]: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans`or specifications. DUCT INSULATION: [ l Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: • [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is. not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.), HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 . 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING. HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) 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I I SKKYY I _ _ - j ai I I II II 72 3.-./_.4..'_-x._8..2__7- /_5'1 LT r--------- _. .__...._...._ _ .....- r ® _ _ ..._........_... on_..__ _ r chi u REF. g g 12' CASED OPENING --co (3) II---7/-8 i-LVL- H--DR--------$ .. ._ 3 Fv Q 2 11 R 1� w f' BATH I 2A h WALK 7 #1 P� mIN I_, s DINING L -------- -----------fl ----- I2 --- — ---- ---- ---- -- — --- — Now IS°�aq"Re I -- --------- OAK -------------- _8u 6' 10. i in v IABOVE I m 14'-10' L—J 2A 3Q i 10' CEILING GOI - _-_ BEDROOM #1 17 5'-8 1/4' I m e CARPET m WALK-IN CLOSET i 2-4 TW 1 GARAGE 1 o TW 24410 - BENCH v GL. 2 30 I/ 'x 7/5' 1 n 30 I/8'x60 7/8' PITCH 2'41 R TO DOOR SLABCUBBIEB.- 4 - - - iv ——— - 12' FLUSH OPENING SLOPED 5/8 P.C. 8HEETROCKL _FLooR m m 20'-3 3/40 - 4'-0° 10'-10 1/4' — 3'-b° 2A 11'-4' w 8GUTT m 2 H I 0E BATH `; A21 N m L—J #2 1O 24.5 ' 5/8' (� - o ___ _. q'_bu p lil a m 12' CEILING 2A — LIVING 2¢ Q ------ , OAK --------------- 2J2 3 1 - I I 10' CEILING 10' CEILING Q N BEDROOM #3 BEDROOM #2 ;r W I - I _ it . 9' X T O.H. DOOR 9' X T O.H. DOOR CARPET CARPET m- - E- -- ----- -� -w ---� r--- --- ------� r ------ - -- ----- CONCRETE APRON CONCRETE APRON j 3/8'x175/2' 2h. Ncn, _ L i i i — U Z I I i i i i o Z J m A _ B 1 � � 5 5 c11 n _0, n N 2'-6n q'-0" '-6" q'-0" 2'-0' q'-2' - 8'-6'. 2'-4' 6'-7u 15'-lOu T_7u SHEET 24-0' 201-0- A3 FIRST FLOOR PLAN SCALE: 1/4" = I'-0" JOB: 1520DRAWN BY: KW DATE: 2/5/I6 741-0• 24-0' 20'-4" 161-01 10'-2' 10'-2' LINE OF 16x16 DECK _ r---------------------------------- • I — --- — — r, r^ r^ � I 5'-2' 4'—II 13/16° - --- -- at---41- I—— I NNW I... I I , I w WX46' CONC. WALL, I I e I o I lo'xl6' CONTINUOUS FOOTING I p U I — :.; I CRAWL �6�BILCC I SPACE I I IEAw/E I I I 2' CONC. DUST CAP I ;f, I I 18' ExT I m • 6 MIL VAPOR RETARDER :i I ROP T.O. -- ——— --- --- I I -- ——— . I -- — — -- -- 6' 41 :,:... ———— ——— — —— ——— — ——— —— :t IS . I ROP WALL UNDER CUT OUT o I, SLAB B DOORS TYP. I < I S' X 8'-q' CONCRETE W .�y ■ NOTE: - 16' X 10' FOOTINGS ' 5/8" ANCHOR BOLTS EMBEDDED TI SPACED 32" O.G. 12" FROM CORNERS - . WASHERS 3"x3"xl/4" I I m. I ;. : I I ,: I 'ri — 6-3'241_Di I 4_11 6_3 3 —3 I I ;'ryI I . I I BEAM ET - BEAM POCK I I 5' X 46' CONCRETE WALLS `•.. / - - I 16' X 10' FOOTINGS P P P ;//UPji.' (9) 2 x 12'8 I GARAGE - d --- 4 --- HEAD OPP d --- 4 --- - L % --- tLAB ' I PITCH TOWARD 4' CONCRETE DOORS `: A�NpDgB�IAPE CABONE FLOOR 9 1/2, CALUM�1/ _ - I I HEADROOM 50' X 90' X 12' FOOTINGS IY I .... I I I W I BAI 1ENT � 9 1/2' CONCRETE BLAB DROP WALL UNDER I I m 7'-2' 7'-2' 7'-2' 7'-2' I (Y SLAB 0 DOORS TYP. .. I I 9 1/2' cow I I LLJ I I 24 X 24 X 12 I _ —————————————J ' j FOOTINGS I N BEAM POCKET BEAM POCK I o ———————-——— ————— ———— � `"' L————————— '— — — �/ S/ a ---- - (9) 2 X 12' - ---- S :o Z ------- -- — -- tk o DROP T O.W. ,.P .? I 7n I Z -� l a — — — — —� rL � - 6 j ; I m v FILL Lu Q A B (Y 9.-6° 2'-0°L : . N 24'-0, .. 20'-0'. 301_On SHEET FOUNDATION PLAN AA4 SCALE: 1/4" = li_On JOB: 1520 DRAWN BY: KW DATE: 915/16 RIDGE VENT C \ 2 X 12 RIDGE BOARD ————————— \ \ ASPHALT SHINGIL Y b'({' ?+ \\\\ \ 1 1/2" GDX +`o i0p \\\\ I w SIMPSON 142.5 n2 X 6 0 1 FASTENERS AT ALL II \ \ RAFTER / TOP PLATE JUNCTIONS TYP. I \ woo/8'FRG I SHE 16ETROCK — I I 2 X 4 STUDS i 16' I I I GARAGE I I I I � II ... .. .. ..I .. 4' CONCRETE 5 I - LL PITCH 2' TO DOOR — w 241-0" �■i w o _ Q r 16' CROSS SECTION A ul _ SCALE: 114" = I'—O" 12 q RIDGE VENT 2 X 12 RIDGE BOARD ASPHALT 5WINGLF-5 5/8" GDX 2x12 RIDGE �b �0 k 8a BLOCKING 4'-O'O.G. q+ /6 IN FIRST TWO JOIST AND RAFTER R-441 INSULATION BAYS FROM GABLE WALL 2 X 601 — — —————— —— ————— —— RIGID WIND WASH BARRIER REQUIRED � n ii u i ii l CEILING WEIGHT I ED 5: EYOND 2'-0' — —— AT EXTERIOR EDGE OF EXTERIOR WA u: u n In u n TOP PLATE Q ---- -- -- -- ---- ------- u u uII a II n II -� II II Ill p II II li - 3 - IDOW SHOWN---- VENTING DRIP EDGE W (3) 11 7/8' X 8 FASCIA (L/ I Q WITHOUT PARTING �+ ALUMINUM GUTTER 4 LEADERS TRIM. IF PARTING o o O o N I X 8 SOFFIT u TRIM 15 DESIRED FRIEZE BOARD ♦ MOLDINGS- . RAISE HEADER_ '� - ci o ACCORDINGLY KITCHEN o o DININGI IN m O iv 2 X 6 EXTERIOR STUDS i 24" N -- --------------- i i J 3 6' R21 FIBERGLASS INSULATION 1/2' GDX 514EATING-WEK WRAP. z v H SIDING - W.G. SHINGLES F Lu O m 4-O - W V . - - 2 X 108® 16 R-30 INSULATION - - d_ Q w CRAWL SPACE W . - e'x46' CONC. WALL 10'xi6' CONTINUOUS FOOTING BASEMENT 3'-0' Q 3 1/2' LA Y SLAUM a m 8' X 8'-q' CONCRETE WALLS .. DAMP PROOF BELOW GRADE . - 3 1/2' CONCRETE B N SHEET 141_01' .. .. CROSS SECTION B SCALE: 1/4" = N—O" JOB: 1520 DRAWN BY: KW DATE: 2/5/16 • (3)2XIO GIRT _ Z .. - 2z10'e i 10O.G. P.T. 2xI0e 1 12'O.C. � - - - - 9- 240'e s w . 2x10'e 0 I6'O. . GARAGE (a)W2 GIR1 %�' HEAD OFF -AND SLOPE CLOSET FLOOR . ABOVE FOR HEADROOM w H Q . Q Z W Q = J � J . w Q G U � . W o MASONRY Z K i STEP a 0 V v w � 1 J N SWEET FIRST FLOOR FRAMING PLAN SCALE: 114" = V—On (o JOB: 1520 DRAWN BY: KW DATE: 2/5716 MEN q w r o I=4 3 11 L L WDR I - VELUXSm s 44)/4'1 OEM i I 45 3/4' RAFTERS 2x10'S IVIb'O 4ul Zxl2 RID4 2xl RIEGE w RAFTERS 2x1 Q 6 Ib'O.C.TYP. X Q Z RAFTERS 2x10'S i 16' C. rr _ 1 J Q w V � 0... w L w N n SHEET ROOF FRAMING PLAN f� SCALE: 114" = Ii_Ou fj 7 JOB:�l .1520 DRAWN BY: .KW DATE: 2/5/Ib N EXTEND HDR TO CORNER2x6 DBL TOP PLATE g O RAFTER (9 16" O.C. FULL HGT. STUDS O JACK STUD - .. �Az.i mix -. NAIL TOP PLATE .. APPLY SIMPSON. MSTAIS CONNECTOR ° o H2.5 ® EA. RAFTER TO BTM OF HDR �I w/ 2 Rows of 16d NAILS ON THE INSIDE FACE OF HEADER °O ® 3" o.c. TO EACH JACK STUD w a MV o STRUCTURAL PANEL HEADER - o° TOP PLATE NAILED 8d COMMON � - - CONTINUOUS HEADER � � - -C 3" O.G. EDGE AND FIELD CORNER TO CORNER - . OVER MULTIPLE OPENINGS DOOR TRIMMER.STUDS AFTER O R TO PLATE CONNECTION MJ SCALE: N.T.S. NMI U 2- 5/8" ANCHOR BOLTS ... w/ 3"x3". PLATE WASHERS .. EACH NARROW WALL SECTION DOUBLE ROW O STAGGER NAILIN _ wo INTO BOTH PLATES 6 D LATE 2x BL.TOP�P h h W VERTICAL. STRUCTURAL PANEL - ... NAILED 8d COMMON .- ®.31, O.G. EDGE. 1 NARROW WALL BRACING AT GARAGE DOOR AND 12" IN FIELD SCALE: N-T.5. - O oo �. SHEAR WALL COMPLIANCE: Wm .441% OF EACH WALL RUN a VERTICAL SHEATHING WITH _ 8d NAILS 3" EDGE/12" FIELD .. (4)16d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE ROW - STRUCTURAL PANELS - _ STAGGER NAILIN - - L-- 8%:OF EACH WALL RUN BREAK ON SECOND FLOOR INTO BOTH PLATES - VERTICAL SHEATHING WITH :RIM JOIST Lu - �—2x6 DBL TOP PLATE 8d NAILS 3" EDGE/12" FIELD -r (4).16d NAILS PER FT BOTTOM 'PLATE Q - 3 MEN <( SECOND FLOOR . ..VERTICAL VERTICAL .. w STRUCTURAL PANEL STRUCTURAL PANEL NAILED 5d COMMON : - NAILED 8d COMMON ® 3" O.C. EDGE - .® 3" O.C. EDGE J .- .. AND 12"-IN FIELD.- .. AND 12" IN FIELD- - w WE U V w a LU Lu DOUBLE ROW _ .. DOUBLE ROW - " STAGGER NAILIN 1 = - STAGGER NAILING-— INTO BOX AND SILL INTO BOX AND SILL 41 41 SHEET it il: AB OFULL HEIGHT SHEATHING SINGLE FLOOR FULL HEIGHT SHEATHING I"IUL71 FLOOR SCALE: N.T.S. - O SCALE: N.T.S. JOB:. .. 1620 DRAWN BY: KW DATE: - 2/5/16 r, .. ....... ...... .. ... ... :.... . .... .... .. ... ..... .. ............................................................................................ ............................................................................................................................................................................................................................................................................................. ................................................................................................................................... 111--l",..................................................................-...........-................. 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HT :UE FIFT 0 LL ul FRONT ELEVATION S E DETE ORS REVIEWED � /2'?3—� I� SCALE: I/4" = I'-0" 5-- BARNSTABLE BUILDI G DEPT DATE M � FIRE DEPARTMENT DATE BOTH SIGNATURESARE REQUIRED FOR PERMITING w I- - . - ..........._..... ... - - ............. ........... _.. ... .. ........ . .. ........... . ........ ....... .. . .:. .. w O_ . ... . o z _.... w > J IT LIJ L > LLI _J N SHEET REAR ELEVATION �g SCALE: 1/4" = I'-0" /i7Ylf a JOB: 1520 DRAWN BY: KW DATE: 11/13/I5 • U x � w owl Now ........................... HTT 1■■I �I. FHI p m ass Q �I ul RIGHT ELEVATION SCALE: 114" = I'-0" rI W 3 w .: r z v W ; z Q W w J TF W W 6 Q J SHEET LEFT ELEVATION A 2 SCALE: 114" = 1'-0" JOB: 1520 DRAWN BY: KW DATE: 11/13/15 74'-0" 32'-B° 14'-0" 27'_4" 24'-0" 5'-p° 10'-B" 1p'-4" 12'-6° 9'-6° 2'-0° u 7-p Z r .................. I I w I I 14 X I DECK I I o z 1 Lo � N I x I — m x x x I ZZN I N; m S N N Now F :v p N 3Q F__j NrM II R I I �• DINING rM m I BATH 2-4 !� .F. I 5KKY #1 I Y� Q m � LLITEJ ---- (—m I� --------OAK-- - - -- -- -- -----------------------� ------ .uMEN - -----------------m ------ :. -6' 10u a m — 6 m 2$ 12' CEILING p ~� 10' CEILING OAK • KITCHEN BEDROOM #1 CARPET GARAGE WALK-IN CLOSET _ 2 r 24410 o TW 24410 ____REF. _ _ v CL, s 2 30 16"x60 7/8 4" CONCRETE SLAB - ——— n 30 I/8'x60 7 _' PITCH 2" DOOR N 5/8' F.G. SHEETROGK 7' FLUSH OPENI 20'-3 i� /4" 4'-O° 10 10 1/4°F L L _-3'-6° 2jk 11'-4" v o n Q m 24 HALL I BAT" N dS . OAK Lin #2 1 o Lu i 12' CEILING 2fz n LIVING ; 2 _ 3 OAK ... - 24 —.. i j 20'-4' s 2Q ii s0� 10' CEILING 10' CEILING W iv BEDROOM #3 BEDROOM #2 * _ " CARPET N 9' X 7' O.H. DOOR 9' X 7' O.H. CARPET DOOR - - Q m ------ m �_c---AR 61 8 -7-J Q o, CONCRETE APRON CONCRETE APRON ! 72 3 , 17 12' 3 2Q S (V w 2Q Z W W U Q T=4 Z JLLI in I I I I I I d 0 v �o a m U1 \ N r N r A5 A5 1O Z x x x NOD W N if I'-6" 2'-0" 9'-2" 8'-6" 2'-4" 6'-7" I5'-10" 7'-7° 24'-0" 20'-0" 30'-O" SHEET FIRST FLOOR PLAN SCALE: 1/4" JOB: 1520 DRAWN BY: KW DATE: 11/13/15 74'_0" 32'-B" 14'-0' 27'_4" - 24'-0" 5'-O" 26'-3 1/5" B'-7 1/8° 5'-2" 4-11 13/16" u LINE OF 14 X 14 DECX Z 10' SONATUBE 1-149 i o w I 1 1 1 II I L� �J I I 15ULKHEAD 1 I°a°°REXT.1 10 • RUN I I z ROP T.O. I I 16" — — — — ---- — — ---- — — ----- — — ------- — -- -—————————————— — — ——--I —— ——— ——— — -r:... 1 I e" X a,-q" CONCRETE WA10 16' X 10' FOOTINGS I N c l_1 1 5/8"EANCHOR BOLTS EMBEDDED 7" I SPACED 32" O.G. I 1 12" FROM CORNERS m I ' I WASHERS 3"x3"xl/4" I ` 1 I >.pI • 24'_0o I ° 4i_110 6i_3n 6i_3n 6�_30 6�_3n 6i_3n 6�_30 6i_3o I 1 1 BEAM POCKET BEAM POCK I o I 8 X 46° CONCRETE WALLS -' 16' X 10" FOOTINGS - P D R UP n 1 (3) 2 x 12'S I I : I GARAGE - --- --- - --- - I 0 4' CONCRETE SLAB ,_,. d d 4 4 PITCH TOWARD DOORS I 3 1/2" COLUMN FULL' a XX 12' FOOTINGS I BASEENT` ��/� I w M 1 I 9 I/2 " CONCRETE SLAB 1 '.' I •` o I z' I 3 DROP WALL UNDER I I ' m I SLAB® DOORS TYP. Q 3 1/2" COLUM I w 1 . L---- J 24' X 24' X 12' 1 ————————---------- BEAM POCKET FOOTINGS BEAM POCK I I .... '::: " L------------ --------- % I 1 -- w b I I .. DROP TOW — — — — — — — — — J I w FILL ---------------------------- A5 A5 Q 2'_3" q'-6° '-0 q'_"" 3' q" 14.-0.. 6'-0. > J 24'-0" 20'-0" SHEET FOUNDATION PLAN 4SCALE: 1/4" = I'-0" A JOB: 1520 DRAWN BY: KW DATE: 11/13/IS 1! RIDGE V \ 2 X 12 RIDGE BOA \ ASPHALT SWINGE I/2" CDX \ \ I w \ \ I 9 1 2 X 8 0 I FASTENERS AT ALL \ RAFTER / TOP PLATE I \ \I JUNCTIONS TYP, l WOOD FURRING @ 16' IJ 5/8' F.G. SHEETROCK 2X4 STUDS @16" GARAGE I PITH CONCRETE' T DOOR =_ II Fir 24'-0" o I6" GROSS SECTION A Ir' RIDGE V SCALE: 1/4" = 1'-0" 2 X 12 RIDGE BOA BLOCKING 4-010.C. �f+ IN FIRST TWO JOIST AND RAFTER ° BAYS FROM GABLE WALL 9 \O @12 7 ASPHALT SHINGLES 5/8' CDX R-49 INSULATION 2 X 8 RIGID WIND WASH BARRIER REQUIRED AT EXTERIOR EDGE OF EXTERIOR WAL TOP PLATE _CEILING HEIGHT IN 5EDRO()M5BEYOND __ 2'-0" w VENTING DRIP EDGE I X 8 FASCIA < ALUMINUM GUTTER < LEADERS 3 I X 8 SOFFIT FRIEZE BOARD 4 MOLDINGS Q it 2 X 6 EXTERIOR STUDS @ 24" � - W 6' R21 FIBERGLA55 INSULATION - 1/2' CDX SWEATING/TYVEK WRAP N SIDING - W.G. SHINGLES o DINING o LIVING V� \3 = T co N 3 9 r r O ~ W Q ce w V 2 X IOs 0 16 OG R-30 INSULATION d Q (3) 2 X 12s -Al (n lu II 131_0" 131_0.. I� ly- 3'-0" Q a- 3 1/2' LAL Y LUM m 8' X 8'-9' CONCRETE WALLS DAMP PROOF BELOW GRADE 3 1/2' CONCRETE SLAB o n I6" .0" SWEET 26'-O" A CROSS SECTION B SCALE: 1/4" = I'—O" JOB: 1520 DRAWN BY: KW DATE: 11/13/15 • u (3) 2x10 GIRT Z F ~ w w I I U LtD3 - cc:yJ z P.T.2x8's 6 16O.C. ~ 3- 2x10'a M w ww 1�1 P.T. 2x10's @ 16'0.C. GARAGE (3)2x12 GIR Illy LU H Q P.T. 2x10's 0 100.C. -- - -- Q Z W Q A - w Q V � W Z o MASONRY w i STEP a Q v Q � W � J 5!4EET FIRST FLOOR FRAMING PLAN �� SCALE: 114" = 1'-0" JOB: 1520 DRAWN BY: KW DATE: 11/13/15 • u No Z w x o O �VELUX 750- _ SOW '+LU M 144 �4'� 144 �4'1 L5 3/J L45 3/J Q RAFTERS 2x10'S P 10O.C. 2x12 RIDG 2xlq RI E w RAFTERS 2x10' P IG'O.C. TYP. 4 Z RAFTERS 2xI0'S P w .C. = 4 1 -r - -4 w 4 u o Z � a W U Q � w � 8'-W. SHEET ROOF FRAMING, PLAN f� SCALE: 1/4" = I'-O" A 7 1 JOB: 1520 DRAWN BY: KW DATE: 11/13/15 EXTEND HDR TO CORNER `1 2x6 DEL TOP PLATE RAFTER @ 16" O.C. N FULL HGT. STUDS JACK STUDLa _ O NAIL TOP PLATE TO BTM M OF HDR APPLY SIMPSON STA18 CONNECTOR up° H2.5 @ EA. RAFTER W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER 31, O.C. TO EACH JACK STUD o W STRUCTURAL PANEL HEADER °O TOP PLATE NAILED 8d COMMON CONTINUOUS HEADER °o 0 3" O.C. EDGE AND FIELD CORNER TO CORNER Cr OVER MULTIPLE OPENINGSCb I�I C ' DOOR TRIMMER STUDS RAFTER TO PLATE CONNECTION w ' 2- 5/8" ANCHOR BOLTS 'I \\ - O SCALE: N.T.S. V L w/ 3"x3" PLATE WASHERS I /� EACH NARROW WALL SECTION '� II II DOUBLE ROW O STAGGER NAILIN INTO BOTH PLATES �/ 1 2x6 DEL TOP PLATE l i..i cb XX ,fir VERTICAL = = W STRUCTURAL PANEL NAILED Bd COMMON O GE NARROW WALL BRACING AT GARAGE DOOR AND 1122'INEDFELD SCALE: N.T.S. SHEAR WALL COMPLIANCE: W- 49% OF EACH WALL RUN =_ VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE ROW STRUCTURAL PANELS STAGGER NAILING — L- 8% OF EACH WALL RUN BREAK ON SECOND FLOOR n/ INTO BOTH PLATES RIM JOIST 2x6 DEL TOP PLATE VERTICAL SHEATHING WITH W 8d NAILS 3 EDGE/12 FIEI-D (4)16d NAILS PER FT BOTTOM PLATE _ Q Q SECOND FLOOR W Q / RIM JOIST VERTICAL -_ VERTICAL W STRUCTURAL PANEL STRUCTURAL PANEL NAILED 8d COMMON = _ - NAILED 5d COMMON _ 3" O.C. EDGE my 0 3" O.G. EDGE AND 12" IN FIELD = - AND 12" IN FIELD W V � W N � _ W � DOUBLE ROW �_ _- DOUBLE ROW STAGGER NAILING "1j STAGGER NAILINGII - Vl INTO BOX AND SILL L Q INTO BOX AND SIL II II _ II II `IIl II �l/ II II II II SHEET I I OFULL HEIGHT SHEATHING —SINGLE FLOOR ®FULL NEIGNT SHEATHING —MULTI FLOOR SCALE: N,T.S. SCALE: N.T.S. JOB: 1520DRAWN BY: KIN DATE: 11/13/15 lJ vi a3'-0" 20'_O" : V e p. b DECK j. x 12'x22' C' CIO fn W w w W � o ro eo w - x $ x $ Pro 295A 'v 'v o GREAT ROOM W (�_ OAK PM 2%qA 3 T . 29 3/4"x 8q 3/4" in - ' 87 3/4"x 54 3/4• CL w Z W W o 2� f Vp g 1 e J. \\ UA � Z) Q e PfD 2959 r---t4_� b_4. 1' " " ' A L1J DN. F 3'-5 1/2 2'.-b 2-2 m. d y F 1� p .w o 29 3/4'x 5q 3/4" a w jlp ' TILE � y i o ri — .' TRAY CEILING - m - ' MASTER BEDROOMi o r Y CARPET 2II ® KITCHEN✓a ._ I I Sm I NYL I VINYL - "; ® II q PCC 2OA-2 0 1�n1 ? "El D. 3' s .}L� 4'-0" 2'-A" T-4" --- 13,-6�11 d 5B 3/4'x 41 3/4" l_v Ir-J » 14 i PTD 2� (3) q 1/4' LVLb ABOVE f 29 3/4'x 59 3/4"' L -_ -. i2 j TRANSOM ABOVE 1 In 2Q 2-0 22 ? � ------------------- r 1 v 2A II 3Q 1 BREAKFAST m FIRE VINYL TED cv --� ?, � pI PILL DOYM STAIRS L__J Q Q o PTO 2a5q P OO#tea .. n 29 3/4'x 5q 3/4" 29 3/4'x 59d3/4• 3 - , C+ Z t f' Fi R5T LOOR PLAN - - o --e ALE: 1/4" 1'-0" e 7k8 O.N. DOOR 7W O.N. DOOR SWEET 2-O" 8'-O' 2'-O" 8'-0' 21-0' /u'-3• q'-I' 22'-0' 27_0' 5'-0' AB '. 1 L 5�4'-0n JOB, 043q DRAWN BY, KW DATE: 12/13/04 1. 20'-O" 20-0' 12'-0' 8'_Or 6'_Or'�S Y 14'-0" V bi_Or D W-Cl' 4'-0' 2'-0' . 2._0r cl r 15— BEDROOM #3 CARPET CARPET Q �) 1tz - .. WAL1 PTD 6%3 ® 2fx I S' 13'-O' 29 3/4'x 53 3/4' Fy p�T \ 2' ie•CLf� `9 O O � LL�' aD TILE CNASE to !� i PTD 5953 .. 24 .. Y CARPET. 34 29 3/4"x 63 3/4' .. ,� �. .. F3 606 g LIN. 17r- 4'_4• 2_2r p TO o Emaxw 30' WALL SET BACK n , . 10° - CRlfATES I fa 12'PLANTER / t i� FLOATING DORMER ---OPF?!TO — o PCC 2525-4 F . 100 W4'x 25 3/4' _ 14-1r q_br _ 3-5r t. 27'-0' Q 3 Q lu Z SECOND FLOOR PLAN SCALE: 1/4' - 1'-0" r I SHEET .. PCC 3629 LW AWNING - A4 35 3/4'x 2R 3/4' - '" l Jm: 0439 DRAWN BY: KW DATE: 12/13/04 { 3'-0' 20,-0" O . pp 26'-0' V-On 3'_0. 5'_4r =---------------- ----------- Q r ------ ------------------ BEAR ——— I i I Pcx2czT I o I —— I I W'xib' GCtMNUOU9 FOOTING..TYP. I N � I i wLco CD � 1A o I b'LKNEAD I o IIDO�W/ik i I o I I 11 I I ——J L——J L ———— 3-2xt2 GIRDER I - Pcrx POCKET B trn" DIA. STEEL COLUMN ------ - - —BFAH --- BEAtM 90'�GiO'k@' TYP. I .GONCRETE PAD TYP. ' FULL BASEMENT `9 B 1/2' CONCRETE SLAB I ICJ rr J A I L---- b v' I r ; f �; ----i L Poc M TRIPLE.IasTs UNDER I - TRIPLE.lasts UNDER I L+J � L�.�__--; PARALLEL WALLS a I n PARALLEL.WALLS I I I o y ( I 2xt0s I 2x10e II------ 2x10e I 2xlOb I I I I A 6 . I I •I6°O.G _I .O Ib'O.C. I I I O War- - I s ;0 r------i r�� L!J L J L J L J 9'-10' 9'-10' 12'-8' 1 I fn I cq I I 1 S s I r BEAR V POCKET I I BEAM ,i BEAM I ——— --J L------- - POCKET --- POCKET ----------- POCKET F it — ------- ---------J n -- -- r-- ---- ------- ---------- i ----------- RILL `9 � I I I m 4'-0 CONCRETE WAIL > II ' 10'xli' CONTtN0009 FOOTING.TYP. I I 13'-3" b'-O' 17'-9' lt! 1 I I I I I I I 3 GARAGE I Q 0 1 PITC4 OOO NCRETE DOO s i ;9ku n I I I n Z I i I d FOUNDATION PLAN o SCALE: 114' e 1'-0' WALL L* I I I SLAB DOORS L------------------ --J I � — -- -- -- --------- — 544EET A 5 -. 22'-0' 27-0' 4 54'-0" OA39 Rim: a DRAWN BY: KW. DATE 12/13/04 z i i O LIJ W W eE—Ed� E � HH W =' _ F— % Q Cos LJJ m w — — W �. � a r U3 � z ED 0 E I Ll 11 rE]oo FRONT ELEVATION SCALE: 1/4' 1'-0' REAR ELEVATIONEU SCALE: 1/4" 1'-O" 11 � Q �_ � Q _ LU Ull _ SHEET I Al r - - -- � p439 �IOB: } DRAWN BY: KW k DATE: 12113/O4 i i � �o0 FALSE 04IMNZY (LJ) 12 a � o � _ Q 0 � _ RIGS-IT sID� Q ® - 5GALE: 1/4' = 1'-O' Fl. EEII ® � - --J ---� ` 12 w Ili 3 Q O w w A � w - - - --- - - - LEFT SIDE SCALE: I/4' i'-O' SHEET A 2 ----� : �, 0439 `E DRAWN BY KW DATE, 12/13/04 y ra 20'-0• 26'-0• O 9'-b• b'-b• 4'-O' b'-O• 14'-O• b' Q p to x t`�J/► DEC 8 Za f .. co o PTO 2959 o GREAT ROOM o 2q 3/4°x 54 3/4• OAK - PTD 2g59-3 - yg�ypp 67 3/4•x 59 3/4° 1 1 b PTD 2969 -14T 0 � b'_4" _ ^ 29 3/4'x 5q 3/$' DW r 3'-5 1/2° 2'-I?". I�4 N' TILE ..�YYY---�-''^--""uuu � 7N .. I I FLIn I I v I TRAY celurw I o � i�aSTER BEDROOM �� = I - CARPED I m ql2'-4- ® JGITGNELN 11 --- - ' 9 ® I q P=2UI-2 4-_0 7'-4" ---13 d 56 3/40x 41 3/4" PTD (3) q 1/41 LVL', 29 34•x SR,WO i TRANSOM ABOVEI I f v 2a I I 3 ---BREAKFAST Ri� ---- ---.- Al flRE v I� YINri ��m - iv TED n 2-b" I LL Do" o STAIRS c v o o 0 lu 0 F Q 'ol PTD 2g5q PTD'2g6q 1LI _ 2q VWX 5q 3/4• 2q 3/4•x 59 i3/4• 1 FIRST FLOOR PLAN o ' ALE: 1/4" P-O" ' 71xs' o.H. DOOR 7'AW O.H. DOOR . SHEET 2'_0° 8'_O° 2'_O. 8'-& 2'-O° 6'-3° - q'-I" 7'-0° 4'-8• 27'-0" 5.-0" JOB: 0439 DRAWN BY; KW DATE: 12/13/04 z. 20'-4) 0 26 0' 12'-0' 8'-O" 6'-0, ' 14'-0' Y 6'-O" O A'-0- 4-0' 2-0' a Q o BEDROOM #3 Cb CARPET CARPET �i ITILE 2� PTD 5I 5' 13'-O' 29 3/4'x 53 3/4'p2--q' 31-qi.2CWASE IID o PTD 5953 i 29 3/4'x 53 3/4' t� 0 1 v 2AFS UN. 17" 4'-4' 2'-2' o TO o .a 30' WALL SET BACK E4 10° - CREATES I fo _ 12'PLANTER i FLGWTING DORMER TO . BELOW p , PCC 2525-4 F . IW 3/4'x 25 3/4' Iq_I■ q.-6' 3'-5' 27'-0' Q 3 q� Q 9w a z SECOND FLOOR PLAN o— SCALE: 1/40 a t'—Oq SHEET POC.3529 L64 AWNIN<. - M 3/4x 29 3/4' A4 Y JOB: OA3R { ,,.. DRAWN BY, KA DATE: 12/13/04 i 31_0' 201_0. 26'-0' S,_0 31_0. 5'-4' 7'-8' W-0" CA ----- i r-------- ----— --------� i e9 .I I POCKET I .a'.x r-lW carcal=rE WALL it I I in o I I I I I 10'xlb CONTNUOU9 FOD'rINf6 o � IV SiLco I I is'�Err. I I r r I I I I I J L I I 3 V2' DIA. ST2$ C RRDEER o I r——————— — BEAM 3o%ao rW CONCRETE PAD TrP. I iv I _ ^• v I I POCKET POCKET I I I I � a FULL BASEMENT `9 I 3 1/2' CONCRETE SLAB I 1 I I Q r+� r k�---� L TRIPLE vsT5 UNDER I TRIPLE-KAST5 UNDER I en PARALLEL WALLS I n PARALLf3 WALLS I I o :o I 2x10'a I 2ACs _ II------4 2olV* I • IN.0 •1s•o.c. --- • Ic'o c • I6'o c. I b � I L J L 9'-10' q'-10' �� 12'-8' - BEAM ----J BEAM , BEAM I' . BEAM POCKET I —— --_j L------- — POC— ------ -- POCKET POCKET ---J � it —— ---- -------- —————————— i I I FILL I I I I 1 > f m 10%d4o C.ONTINLMS FOOTING.TrPrPtu I I GARAGE I I QL . i AB PTrO4 TOKARD DOOOORRS i I 9 ku a I I i n Z FOUNDATION PLAN ® - SCALE: 1/4' a 1'-0' I I I M-AB AT DOORS I I _ - I I L------------------ --J — SF•IEET 22-_0+ 2T_0° A5 5'-0. 54,E . DRAWN By, KW DATE: 1y13/04 I O RIDGE VENT 2A2 RIDGE'BOARD ARCIATECTURAL GRADE ASPHALT SHNGLES {�m cq WW CDX PLYWOOD SHEATHING 12 11 J' 412 c 4� FLOATING DORMER OVER BREAKFASTS 2r8's G 19 O.C. 9 STRAPPING/ t/9W 2° N r:6 GYP. BOARD TYP. i CONY.VENTING DRIP EDGE . - - Ix8 FASCIA Y GLUED RIDGE V94T ALUMINUM GUTTERS AND DOWN SPOUTS \`\ 4NAILED�C SU5FLOOR FRIEZE BOARD AND MOUL-091" n 2A2 RIDGE BOARDa 17 ffi x 2Aae i 2 D.C. _ _11_ ASPHALT 5WINGLES 14 RISERS/A°� i(V(j111U) •• 61W CDX SHEATHING TRE=/ (3) 2x12 's STRAPPING/ 1/2° I STRINGERS GYP. BOARD TYP. s• Q.C. O 2x6 EDIT. STUDS f 16° O.G. 1/2° CDX PLY. SHEATHING . TYVEK (OR Ea.) / Rm F.G. INSUL- ' W.C. SHINGLES/WOVEN CORNERS 3/4' TiG PLY GLUED �s I q�_q• i NAILED 8t1BFLOOR o . ,o- STORAGE 1e i 2ttae•To Q.C_ m �O TRUSS S - _ 3-2x2 GIRT P.T. 2Aas® ib° O.C. y '. _tC8 CONr. VENTING DRIP EDGE— . W4 SECOND MEMBER s TREADS RISERS 2c2 MI _ I ALUNUM GUTTERS AND SPOUTS STRINGERS -I e FRIEZE BOARD AND MOULDINGS 7'-2° -2°" 7'-2' 7'-2' II II 2-2.15 F RATEDV 4x4 P.T. POST 2cS EXr. STUDS Y to O-C- GYP. BOARD - 3 ° GONGREfE GALV. METAL POST AHCWOR 1/2' PLYWOOD SHEATHING o BETWEEN GARAGE 10° °SONO TUBE° PIER W/ TT VBC WRAP (OR EQUAL) c AND LIVING SPACE TO RAFTERS ° ci "BIG FOQT° FOOTING TYP. N.C. SHINGLES ` GARAGE nuj _ - �4i CGNC..SLAB--- - _ PITCH TO DOORS 30'-Q° . COMPACT -ILL 0 o CROSS " SEC71ON Lu rr V GARAGE SECT 1 ON I'-4 SCALE: 1140 r_O° SCALE. 1/4° s I'-O" (! J 5FIEET A6 M. 043�F DRAWN BY: KW DATE- 1213104 I i P.T. Nlas 0 I6' O.G. 2-296 GIRDER pG 4ar4 P.T. POST ' )i IO' 'SOdO TUW PIA 22' 'BIG FOOD' FOOTING TYP. 2x10's 0 12' O.G. r� 2x10 LEDGER T►IRDUG14 BOLTED TO R1M .1015T/GALV. METAL HANGERS TTP. • (3)2x12 GIRT (3)W2 GIRT (3)2x12 GIRT .2d0'a UNDER (3) 2X12 GIRT p PAPA WALLSWALLS m o (3) 9 T/4' LVL' n SECOND FLOOR PLAN FIRST FLOOR FRAMING „r....w•-re scKe.va•-r-o 2xIO RAFTERS® If,' O.G. 12 YO Q 3 Q o � W 'BUILD OVER' VALLEYS n at W SHEET ROOF PLAN ROOF FRAMING A7 swe.un•.r-O sU��-r4 o (xV JpB�: 0434. DRAWN BY= KW T DATE: 12/13/04 Foundation Certification in Barnstable, MA Address 39 SHEARWATER WAY Prepared For : BAYSIDE BUILDING, INC. Assessor's Map: 272 Lot: 194 Baxter Nye Engineering & Surveying Community Panel Number 250001 0562 J, Effective Date July 16, 2014 Registered Professional F.I.R.M. Map Zones: X (un—shaded) Engineers and Land Surveyors Plan Reference: Book 593 Page 100 78 North Street, 3rd Floor Deed Reference: Book 19546 Page 308 Hyannis, MA 02601 Phone - (508) 771-7502 Fax — (508)-771-7622 Owner. Shearwater Way Development Trust, Brian T, Dacey, Trustee Scale 1" = 40' Date 12-23-2015 LU Job Number. 2014-095 00 CC N/F JOHN G. ENGLEMAN, LYNN C. / FAY, HARRY L. HAMMERQUIST, BRENDA A. JOHNSON, ALBERT H. CD LONG, TRUSTEES OF THE COBBLESTONE LANDING II TRUST DEED BK. 17776 PG. 75 — — 272 201 N 88'0841" E 138.65' / Z 80.21' cn S o � o / y�A W DRAINAGE EASEMENT V AREA-3.481t S.F. W 46 4 Jm I 80.21' N S 88'08'39" W U► � !7h ,ham w o �y"j ham' i / N 88'0839" E h / / 8 f 8 40.00 325, 01z"0 68 8, ti W I 80.9. N/F LEAO TOSI & ,CHARLES a v� I N/F JOHN G. PESCATORE o� , O O ENGLEMAN, LYNN C. DEED' BK. 26888 " FAY, HARRY L. PG. 18 r HAMMERQUIST, PARCEL 251-259 N BRENDA A. _ I JOHNSON, ALBERT PARCEL 272-194 3 H. LONG, TRUSTEES OF THE AREA=45,315f S.F. EASEMENT AREA=3,481t S.F. COBBLESTONE M � / LANDING II TRUST TOTAL AREA=48,796t S.F. N N DEED BK. 17776 - PG. 75 I PARCEL 272-201 � o it N/F DANIEL R. THOMAS / DEED BK. 28006 PG. 112 PARCEL 251-258 220.24' I N 85 57'24" W N/F SAEED A. & / ROBINA F. CHAUDHRY DEED BK. 20272 PG. 319 I PARCEL 272-194-001 I 23 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK �NOF�ggs REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED s WITHIN A SPECIAL FLOOD HAZARD AREA. Q=� SHAKE �yG g N THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. o MALLON No.48687 A v REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE i TEST PIT PERC. TEST EXISTING # 1 GRADE # 2 102.3- - 102.3 ShEA / 201 6g 58. 101.7- 0-A LOAM, 101.7 RWATffR SWAY I 802 63 05' D.E. Jt 100.1- LOAMY SAND - 100.1 L w m "+i ..� p t _ °rz ° /gyp / / ( 99.8 - PERC RATE < 2 MIN / IN. ro DE51GN s40 \ 9 \p \ SINGLE FAMILY DWELLING W/3 BEDROOMS \ 2 MEDIUM l- BENCHMARK:E M G SET \w , / °X' SAND NO GARBAGE DISPOSAL - 1 OW= I 0 X 3 = 330 G.P.D. (ASSUMED DATUM) \. ._ �0.0°� ��k = i � SEPTIC TANK(VOL. REQ'D) - - m p pR�No. I N 330 G.P.D. X 2 = GGO GALS +� m W 1500 GAL.TANK-O.K. N S•A.S. PROPOSED 7.0_ N +I --- --- �' - I HOUSE--- o 1/25 92.3 - NO WATER - 92.3 LEACHING AREA(5.A.S.) ' I I O USE 2 8'X 5'X 2' P.C. CONC. L.C. +4'STONE \ '24.01-Tp EFFECTIVE No. 2 20 0'+ ECT VE DEPTH = 2.0 2X [45 + 2GIX0.74 110 rnnirv� TESTED : 1 2/22/04 13 X 24 X 0.74 = 231 N , \ 1 TOTAL CAPACITY = 341 GALS. m NOTES: o / o I . DISPOSAL SYSTEM TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH "LOT I I COMMONWEALTH OF MA55ACHUSETTS ENVIRONMENTAL CODE -TITLE V. \ / 2. ASSESSORS PARCEL NUMBER (APN) : 272=104-I 3. CONTRACTOR TO CALL DIG-SAFE 72 HOURS PRIOR TO BEGINING CONSTRUCTION AND/OR EXCAVATION. AREA - 44,888-+ S.F. I 4. THIS PLAN DOES NOT, IN ANY WAY, REPRESENT AN ACCURATE INSTRUMENT SURVEY OF THE PROPERTY, AND 15 NOT 220.24 j TO BE USED FOR ANY CONSTRUCTION, OTHER THAN THE ELEMENTS OF THE SEPTIC SYSTEM AS SHOWN. �-G. BENCH�N�#S=NOTA~RECORDABLEPLA�i:~ . ._�.wN w \ - \ 7.-SUBDIVISION SERVED BY TOWN .WATER MARK IS BASED ON AN ASSUMED DATUM AS SHOWN UNLESS OTHERWISE SPECIFIED. � GRAPHIC SCALE 8. USE 1 500 GAL. SEPTIC TANK WITH T'S:'AND GAS BAFFLE PER MADEP TITLE V. 9. USE 2 - 5' X 8`X 2' P.C. CONC. LEACH CHAMBERS WITH 4' OF 3/4"TO 1 1/2" DOUBLE WASHED STONE 401- 0' 20' 40' 80' ALL AROUND WITH 2" LAYER OF WASHED PEASTONE ON TOP 10. SUBDIVISION PLAN BY: HOOD SURVEY GROUP, LLC 18 ROUTE GA, P.O. BOX;23 t ( IN FEET) SANDWICH, MA 025G3 (HORIZ.) I" = 40' 508-888-1090 SITE PLAN OF of �Sss9�y HARRY o RICHARD EARL LANTERY, Jr. v HOOD y FIRST FLOOR No. 26575 No. 35031 EL. 104.4C i TOP OF WALL EL 103.4 REMOVE IMPERVIOUS I11 ( .J,4 !, MATERIAL 5'AROUND FIN, GR. EL. 102.5 EXISTING GR. EL. 102.3 SYSTEM TO EL. 78.8 It 2%SLOPE of 5 SWAG E SYSTEM D E51 G N 9"MIN. COVER 2"PEASTONE ' AC CESS PORTS EL. 100. H2 0 TEST :` FOR FOR LEVEL ° oo•,poo° /i,• 2�LEVEL 5AY51DE BUILDING COMPANY Inc. EL.100.3 1,000 GAL EL,I Ca D-BOX EL. 99.3 $ HEALTH AGENT APPROVAL DATE + •OVu ON P.G. CONC. •o�0 0�, 08 g> $$,,,$, % FIELD GA5BAFFLE 8a�°�°a�ati 4� `� CHECK SEPTIC TANK(H- 10) G"MIN. rouaub�boby>b EL. 97.3 o�abo�$ob 00 op. EL. 99.7 EL. 99.5 ob'° 88 °8 �.�,8. a LEGEND APN 272- 194- •8' S�$ao o°08°808 °8 oo�sp �'gOeoApPq 3/4"TO .I/2"DOUBLE R I N �--G"CRUSHED STONE OR COMPACTED) WASHED STONE BARN5TABLE, MA55. �I0'MIN r ADVANCED TECHNICAL 50LUTION5 5'Mw= �"� � 24 �. '_` PROPOSED CONTOUR - 20' MIN. DEPTH OF LIQUID-4' 10 CONSULTING ENGINEERS INLET TEE DEPTH - 10" H2 0 BELOW �� �� EXISTING CONTOUR OUTLET TEE DEPTH - 14" EL. 92.3 P.O. BOX 99 ' DRIVEWAY E. SANDWICH, MA 02537 PROFILE OF D15POSAL SYSTEM "c° FIRM ZONE DATE: 04DEC05 SCALE: AS NOTED ' ( DRAWING NOT TO SCALE ) "B" RETIONS LEGEND ABB VIA Sr 01) vy / ' , w Pond ¢ r f BAXTE R NYE ENGINEERING & D4 = WATER GATE/SHUT-OFF ''"^A B L<E ® = ELECTRIC BOX y SURVEYING ® = GAS METER �? p : 7 f = GAS LINE �-� � �� � ,,,r:• = WATER LINE ` Registered Professional Engineers ?h� �v a �' h and Land Surveyors , = OVERHEAD WIRES - = TREE LANE _ 78 North Street 3rd Floor O = TREES & SHRUBS Y r- C 7 ° "� f' Hyannis Massachusetts 02601 o = CONCRETE BOUND g _ o = STAKE SET/FOUND �� � � ;w, x ��� ��' _ _ `r . - 1` �. { 1� Phone (508) 771_7502 MAG NAIL/SPIKE SET " "�, ' �� Fax (508) 771 7622 EL ELEVATION f; s www.baxter-nyr°.com CB = CONCRETE BOUND MHB = MA HIGHWAY BOUND f STAMP STAMP BRB = BARNSTABLE ROAD BOUND s c `S ti Y tN of M, FND = FOUND , ��N OF MgSsgc MATTHEw WF = WETLAND FLAG s» N x i, DA. CMi a . F.F.E. = FINISH FLOOR ELEVATION = a MALLON J 0 9N0. 43183 EOP = EDGE OF PAVEMENT I WIDE SEWER / LOCUS MAP scale: 1'=1 OW q9 0.aa68��" oX� o/STER�����`� / I EASEMENT-\ ��a lqN� SUR��`yG� �- ass/ N �\ GENERAL NOTES: CONSULTANT WIDE WER G ��. - - _ -- - - EASEMENTS 1. THE INTENT OF THIS PUN IS TO DETAIL'0 STING SITE ONVIONS AT 39 SHEARIMATER WAY N/P JOHN G. EN�GLEMAN, LYNN C. - - / LOCUS AREA S COMPREED OF. G '__ FAY, HARRY L HAMMIERQUIST. BRENDA / G / A. JOHNSON. ALBERT H. LONG, TRUSTEES OF THE COBBLESTONE 2. PER CURRENT ASSESSOR'S RECORDS: CONSULTANT EXISTING 2" PLASTIC / LANDING it TRUST PIPE STUB DEED BK. 309 PARC 1777 6 PG. 75 / /� �OOK1 T9546 ER A T.Y DEVELOPMENT TRUST, BRAN QACFY, TR.201 \ / J RECORD PLAN 593 / 100 E E \ I P _" -- W`�8Eb8'41" E 138.65' S ASSESSOR'S PARCEL 272-194 \ T \ Gl x ' i - - -_ _ .,�` y _ A IR SET SEWER MANHOLE �\ \ J� -�* 60.3 80.21 6o.a (NOT FOUND-LOCATION PER 3. PROJECT BENCHURtG CATCH BASIN RIM EL 59.73 GAS 61.3 /- x 0-g RECORD PLAN) LAN 55.0 PREPARED FOR : E I I P/P f G - 4. ZONM �FORMATpN: _ N - E _ �E ` `�° �y \\�ti i, x 6 2.3 ► Z F 1--2----r----_------b---- \ I ZONMK' DSTW RC 1 Y E 59.9 & � w l vn I l CURRENT M1INMNMI ZONNG REQUI2fMENTS: Bc'ayside Building, Inc. _ - 61.9 w DRAINAGE'EASEMENT �,, , ( MIN. LOT AREA = Q,,MO SF (� S.F. � M . LOT FRG = 125'M AREA=3,, P.O. Box 95 EFKA14 N I s ► MIN. LOT Nur" = N/A ' Centerville, MA 02632 / I m FRONT YARD - 30' SIDE & REAR YARD = 15' / 15' x 61.8 i x60 , x 61. i x 6 4 / OVERLAY DSTRK.m GP, ZONE I L: BENCHMARK: G 1.9 /-\ -4 93 W // j �r 5. A TIRE SEARCH MS NOT BEEN PERFORMED FOR IM SITE THERE WY CATCH BASIN RIM �� `, / 1'' BE RMtNITS BY OTHERS, EASEMENT, TAV S, MORTGAGES. RKNIT OF WAYS A ELE1-59.73 FEET r / I ` ETC. NOT DEPICTED. F WERMNED 10 BE NECESSARY, A TITLE SEARCH (ASSUMED DATUM) N ', i x 61 / SHALL 8E PERFORMED BY OTHERS AND SUPPLED 10 BAXTFR NYE ` , + �� , / ;r' �' ♦ ENGINEERING & SUREMIC. / , $ 6. THE PROF'ER7Y LICE MIFORMNTION SHOWN S BASm ON CURRENT AVAMUINE 1 RECORD MF1NiMUTk'1N CON5ISTNG OF PLANS AND DEEDS 1HE DOSTING FEATURES c,! s ,` �\ ^� h 0 \ t� vj�r SHOWN NI REON W1.RE--01RAMNED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BA,tiER'NYE ONGINMaW & SUIXYNG ON MNIEMB R 13, 2015. Q - / 7. CO&AIUMIY PANEON IABEk 250001 0562 .1. DATED JULY 14 2014 THE FLOOD MSUIRJViI E RATE MAP DEFT ES THIS AREA AS ZONE X (UN-SFNDED) hp 8 r�, a8ro8' , ' E / 40.00 j ��i ` 1 , c a / a ; x 61.g R PER MUSS GS OUVER AS OF 11/16/15: . I , a 00) x61.2 ` a I SITE DOES NOT APPEAR TO BE WTTRNN AN AC.EC. (AREA OF CRIITCAL ENVII061WAL CONCERN!). �' 1 ! �n • SITE DOES NOT APPEAR WiHW AN AREA OF ESTWTED HWAT OF RARE WILDLIFE AS NAPPED (A SHED MISS GS PM NH ESP ESP 'ESTAIATED HWATS OF RAW WLDLFE" FOR USE WITH THE NA \ I WETINDS PROMC'10N ACT REGULATIONS (310 CM 10).- t / 1 \ x 61.9 SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MISS GS OLIVER PER ` N I NMESP 'CERTIFIED VERNAL POOLS.' / NIP LEAD TOSI Ic CHARLES - x61.6 , \ x61 8 PESCATORE '} I 1 • STIE DOES NOT APPEAR TO BE KIMN A PRIORITY HABITAT AS YAPPED ON MASS GS OLIVER PER w L DEED BK. 26888 PG. 18 , _ ! N/F JOHN G. ENGLEMMAN, LYNN C. • / , -,, x61 .3 FAY, HARRY L HAMMERQUIST, BRENDA NSP '1�RIORIIY CtABITATS OF RARE SPECIES FOR SPECES UDDER THE NASSACIIUSFfiS ENaANGERED -� PARCEL 251-259 / _ ` ' SPECES ACT, REGULATIONS (321 CAIR 10). F- (�A. JOHNSON. AL,BERT H. LONG. - _ + " N TRUSTEES OF THE COBBLESTONE / °j • " `. 1 v` _ ' LANDING II TRUST SITE APPEARS TO BE WITW A STATE APPROVED ZONE I GRONNDWATER RECIPM PROUMN AREA DEED BK. 17776 PG. 75 F- VM / Q PARCEL 272-201 • V = "C _ ~ t ^ A SITE DOES NOT APPEAR TO WITFNN A ZONE OF CONTRMI3UTK>itl 7O A SALTWATER ESTUARY N , PARCEL 272-194 x61.6 / (BARNSTABLE Bo.H. REG. 360-45). in C �� + It 0) 0 co AREA=45,315E S.F. 0� - tr ' EASEMENT AREA=3 481 t S.F. x60.9 I 9. _mtQY tNFORMATrON SHOO NEEK a M = 'i TOTAL AREA=48,796t S.F. ,' ` TFE CONTRACTOR %4L CONTACT DIG SAfE (AT 1-E88-aG--sAFE) AMuTlm Ca11PANEs TO LOCATE 4 THE LOCATION OF ALL DOSTNG unun S, AT LEAST 72 HOURS PRIOR TO TFE START OF CONSTRUCTION. DOSTING UNDEIRGROINND INFWASTRUClURE, U1I1nM COiDUTS AND LIES ARE SHOWN co ' N AN APPRO)WTE WAY ONLY, MAY NOT BE 1,111*0 TO THOSE SHOWN FERE1rN AND HAVE BEEN z RESEARCHED BASED ON THE AVAIABLF UMY RECOt0.S NOTED HEREON. THE CONTRACTOR AGREES TO o x 6 0.8 ', ^ qd BE:FULLY RESPONSM9LE FOR ANY AND ALL DAMAGE'S WFICH MIGTIT BE OCCASIONED BY THE � CONTRACTOR'S FAPJM TO LOCATE SAID ##RASnWW AND UTIL ES EXACTLY. F FIELD CO OMONS a ` x61.2 x61.6 x61.1 ,' r / OFFERS FROM PLAN MFORMNTION, THE CONTRACTOR SI LL NOTIFY THE ENGI�W NAI DIATELY FOR �� 1 � POSSM9LE REDESMGtN 0. -16 / SOURCE NFORMATION FROM PLANS HAS BEEN all MED WITH OBSERLVFD EVIDENCE OF UTIJTE'S TO w J DEVELOP A VEw OF THTHOSE' UNDERGROUND U ILITIES. HOWEVER. LACKING EXCA RTION, 7NE EXACT x 61.6 �r / LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY. COMFLERlY AND RELIABLY DEPICTED. WHIX ADDITIONAL OR MORE DETAIFD INFORMATION S REQUIRED, TIE CLIENT S ADVISED THAT ` x60,9 , / EXCAVATION MAY BE NECESSARY � I 20' WIDE SEWER EASEMENT • GAS N SHOWN ON PLAN COMPILED FROM RECORD PLANS FROM HAWK GRID o MA • ELECTRIC LINE SH(AMN ON PLAN COMM FROM RECORD PLANS FROM EVERSOIRCE m _: .. x 61.1 N • SEWER EASEMENT SHOWN FROM 'DOSM SEINER LOCATION' PLAN BY 89C GROIN', DATED O 77 SH FEBRUARY 17, 19W. Z N/F DANIEL R. THOMrIAS DEED BK. 21ION PG.'112 6 0.3 __ x61,3 t' I SEWER MANHOLE 10. POSSIBLE ENCROVAIIENTS TWO SHEDS & PLAYSEf. SHEET TITLE / PARCEL 251-258 . _ �-`- 9. _- _ �.'_ ,' RIM-60.2 / so M/N/MUA/ BU/LD/NG�S'E INVERT-54.1 Existing Conditions Plan PLAYSET -- so _ 220.24' - 85"57' "24 W x60.7 N I SHEET NO Plan Sheet Index cl 'no N/F SAEED A. do ROBINA F. I CHAUDHRY 'I / Ti D A T E : NOVEMBER 24, 2015 DEED SK. 20272 PG. 319 le No. Drawlnt PARCEL 272-194-001 ' / 20 0 20 40 g / / C 1.0 Existing Conditions Plan SCALE IN FEET SCALE : 1"= 20' C.0 Proposed Site Plan DRAWN/DESIGN BY: OF CHECKED BY: MWE 0 JOB NO: 2014-M C A D D FILE: 2014-4WEC.dwg 0 ABBREVIATIONS LEGEND ABB �B�AUCTER NYE 1 ENGINEERING & f e� J 3 1 Y b' A $ �cr��.��� '.%� WATER GATE/SHUT-OFF B,A R N s T A R �. `. �. SURVEYING .__ ® = ELECTRIC', BOX , r- . - GAS METER - GAS LINE Y • -� ���. �_ � �_- Registered Professional Engineers WATER LINE .. °. r �.. "n and Land Surveyors Y~ .,. = OVERHEAD WIRES '- TREE LINE � . -i h ,"� ` 78 North Street - 3rd Floor 0600 = TREES SHRUBS w �, Hyannis, Massachusetts 02601 &. .. o - CONCRETE BOUND s ' - Z, - - , , 4 7'` ` a Phone - (508) 771-7502 o - STAKE SET/FOUND • - - MAG NAIL/SPIKE SET r � s Fax - (508) 771-7622 -= , www.boxter-nye.com EL - ELEVATION d CB = CONCRETE BOUND _ MHB - MA HIGHWAY BOUND �.f:., �.' � ,,. ; STAMP STAMP w ? of RB = BARNSTABLE ROAD BOUND x HOFM ssq FND - FOUND " cyo MATTHEW W. - ? , o� SHANE EDDY WF - WETLAND FLAG M. 0 R ELEVATION b o MAL.LON .4 H F.F.E. FINISH FLOOR � 0 9No.43183 v No.assa7 i 10' � DER LOCUS MAP Scale: 1'=I OW 9 �Nf /8TS� EOP _ EDGE OF PAVEMENT EASEMENT--,,,, �� L °FESs�° �� ��'$�N \ I sulN `�`�•�� / r CONSULTANT GENERAL,NOTES WIDE SEWER EASEMENT 1. THE INTENT OF THIS PLAN IS 10 DETAIL DOWG SITE CONDITIONS AT 39 SHEARNNTER WNY G „'"". N/P JOIN G. ENGL.EMAN, LYNN C. - _.. - - LOCUS AREA IS COMPRM OF: FAY. HARRY L HAMMERQUIST. BRENDA A. JOHNSON, ALBERT H. LONG. / 2 PER CUR REK AS%SWS RECORDS: TRUSTEES OF THE COBBLESTONE / LANDING it TRUST CONSULTANT 2" PLASTIC PIPE STUB DEED BK. 17776 PG. 75 , � // OWNER: SFFARWATER WAY OEVEL.OPIEM TRUST, BRMN T. DAtEY, TR '`'� � `�- PARCEL 272-201 DEED 800K 19546 PAGE 308 1 RECORO PLAN 593 / 100 E p�j�p G ( a '`�•.,,,,� r, 1<6�8�08'41" E 138.65 ASSESSOR'S PARCEL'272-194 5�--� L r s -' � IR SET S SEWER MANHOLE \ \ x 6 0.3 -----.__ _`.,.� x a 80.21' x60,4 (NOT FOUND-LOCATION PER 3. PROJECT BENCf#I K CATCH BASIN RIM EL 59.73 ( EX. ; rRECORD PLAN) ? X APPROX. INN=55.0 PREPARED FOR : C GASPp� G x 61.3 f�' r J 0.8 4. ZONWG INFORMATK)N: x62.3 4 ,' Z FDRAINAGE,/ �1-2---�--- ZONM DISTRICT` , C-1 Ba side Building, Inc.`\ �' cam,+ vi CIIR m UNMAIM ZONING REQUIRFJum. Bay f .WJ5 9 � 61.9 � = : ,� CA w EASEMENT w \ MN. LOT AREA 43560 SF (�`-� �`� �' N $ EA=3,481t S.F. v�� ,� WC LOT FRONTAGE = 125' P.O. BOX 95 1 F UNL LOT WIDTH - N/A A ' �° - Centerville, MA 02632 x FRONT YARD = 30' SIDE A:'REAR YARD = 15' / 15' x61.8 I �n "6O.4 \\ r` ' x6,.O / OVERLAY 05TRTS: GP, ZONE I x61.7 ; 0.21 x 4 2 3 f W 5. A IME SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE THERE WY BENCHMARK: x61.9 �� �\ / i ,' , BE RIM BY O1H K EASEIIIX, TAIONGS, MORTGAGES, ROff OF WAYS CATCH BASIN RIM ELEV=59.73 FEET , \\r + / F} I ` ETC. NOT DEPICTED. F DETERW D TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAX►ER NYE (ASSUMED DATUM) `, i �, x 61.3 1 / ,' ENGINEERING SURVEYING. 0• ` •ti 1 t s "� ! 6. THE PROPERTY LIC INFORMATION SHOWN LS BASED ON CURRENT AVAL48LE RECORD IFORYATION aUNSISiNNG OF PLANS AND DEEDS THE DOSTNNG FEATURES / x61.5 '�P r \ 1 , Ny a SHOWN HEREON WIX OBTAINED FROM AN ON THE GROUIiD FIELD SIItVEY PEI FORMED BY BA,IM NYE ENGINEERING do SURVEYING ON NOVEIIDER 13, 2015. a � � O Q P 1 J LN JU.Y 1 2014 0 r 7. COMMUNITY ANEL�NIWwBE>z: 25000 0662 1E0 6. 1 V W t J X UN-SHNADED-RATE MAP DEFINES THIS AREA AS ZONE \ 0 THE ft000 NNSIAPiVrGE ) O 14 88'08 E h g 1 40.00 i a\r 1 14 �r` / B / x61. / ` �, 59' 2 y PER MASS GIS OLNER AS OF 11116115E it a- f/ cs x61.2 AX I • SITE DOES NOT APPEAR TO BE WITHIN AN AC.EC (AREA OF CRITICAL 9M RONI MAL CONCERN). L aCn itI ' • SITE DOES NOT APPEAR WITHIN AN AREA OF MUTED HABITAT OF RARE WN.DLJFE AS MAPPED ON . / SHED ��` r if MASS GIS O 10 A''ER NHESP 'ES W7ED HABITATS OF RARE WILDLEr FOR USE WITH THE MI / ! / WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).' F i \ SITE DOES NOT APPEAR TO CONTAIN A (E�IED VERNAL POOL AS RIPPED ON MASS GIS OLNER PER X61.9 ,i.9 \ i NHESP `CERTIFIED VEIM POOLS 1 1 N lEAO TOSI dt CHARLES x61.6 '� \\ x / �� PESCATORE ' ` 6 i I SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MISS GIS OUR R PER sir ; DEED BK. 26888 PG. 18 `�-- x61.3 1 N/F JOHN G. ENGLEMAN. LYNN C. NHESP 'pRIOW tiAUiATS OF RARE SPECIES' FOR SPECIES UNDER THE MA`SAC TTS ENDANGERED PARCEL'251-259 FAY, HARRY L HAMMERQUIST. BRENDA4.0 ` / l ,'r ,; �\�' `� 1 I A. JOHNSON, ALBERT H. LONG, SPECIES ACT, REGAIL/I706 (XI CMR 10). I- CO Q � s ? r i r Co44 am TRUSTEES OF THE COBBLESTONE �,, LANDING II TRUST SITE APPEARS 70 BE WITHIN A SUIE APPROVED ZONE I GROUNDWATER RECHARGE PROTECTION AREA ;' DEED BIC 17776 PG. 75 V PARCEL 272-201 SITE DOES NOT MWM TO BE WITHIN A ZONE OF CONTRIBUTION TO A SAUNTERESTUARY W A (BARNSTABLE B.O.H. REG. 360-45). "� C - / N �/ PARCEL 272 194 1 r AREA=45,315t S.F. ' co / - o EASEMENT AREA=3,481f S.F. r' x60.9 m I !�Y ORMATKNN SHOWN HEREIN: a M 9. = x61.6 I ' i TOTAL AREA=48,796t S.F. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-M-OHG-SAFE) AND UMN COWM S TO LOCATE 1 � I 1 THE LOGITION OF TALL EXISTING UTLJTES, AT LEAST 72 HOURS PRIOR 10 THE START OF / \\ CONSTRUCTION. €>OWG U DWROUFD NFRASTRUCTURE, UTILITIES,ITES, CONDUIS MID LIES ARE SHOWN k/ ,' 1 ; 1 to ' IN AN APPROXMIATE NAY ONLY, MAY NOT BE LIMTIED TO THOSE SHOWN HEREIN AND HAVE BEEN z RESEARCHED BASED ON THE AVAIABIF U IM RECORDS NOTED HEREON. THE CONTRACTOR AGES TO o `\ hi BE FULLY RE MISIN.E FOR ANY AND ALL DAMAGES WHICH UPIT' BE OCCASIONED BY THE X60.8 \ ; CONTRACTOR'S FAh.URE TO LOGTE SAD INFRASTRUCTURE AND UTIRIES EXACTLY. IF FIELD CONDITHONS a. \ x 61.6 x 61.1 ` /' - DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGrM M IEDIATELY FOR `\ x 61.2 ` \ r; '� POSSIBLE REDESIC+I. / / \ -_'' -� 1 +16 2/ SOURCE I FORMATHON FROM PWNS HMS BEEN COMBINED WON OBSEW EVIDENCE OF UTIJTES TO w / / i` _- -'' i ,' / DEVELOP A VIEW OF THOSE LMDERGROUND URITIE'S HOWEVER LACKING MOTION. THE EXACT a i LOCATION OF UNDFRGROUiD FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. x61.6 't l WHERE ADOfi10NAt; OR MORE DETAILED WMIATIDN IS REQUIRED, THE CLIENT IS ADVISED THAT �. .� / EXCAVATION MAY FIE NECESM. w x60.9 L ` I i. , j� 1 � ' 20' WIDE SEWER ' / \ 1 /^EASEMENT .ON PLAN COMPILED FROM RECORD PLANS FROM NATIONAL GRID. o / \\� • ELECTRIC LINE SIfJWN ON PLAN COWED FROM RECORD PLANS FROM EWIMURCE m \` \ x 61.1 ;' N • SEWER EASEMENT SHOWN FROM 'EXISM SEWER LOCATION' PLAN BY BSC GROUP, DATED o SH FEBRUARY 17, 109. z N/F DANIEL R. THOMAS ' DEED 8K. 28006 PG. 112 �6 0.3 \~ x 61.3 1' ' ,' I SEWER MANHOLE 10. POSSIBLE ENCROACHMENTS- TWO SHEDS PUYSEr. SHEET TITLE PARCEL 251-258 �' i RIM=60.2 _ INVERT=541 �isttn Cond�t�ons Phan � M/N/MUM BU/[D/NG SE�B,gCK / \ -_ - r PLAYSET �-_ 60 N 220.24' x60.7 rr rcn,�o; S H T N 85�7 24 W I EE O / rt IR SET Plan Sheet Index / j`�`/' Igo N N/F SAEED A. do ROBINA F. rJ ff CHAUDFIRY D A T E : NOVEMBER 24, 2015 s DEED BK. 20272 PG. 319 1 � N0. Dt'aWll1g Title PARCEL 272-194-001 I / 20 0 20 40 / / C1.0 Existing Conditions Plan SCALE IN FEET •+ SCALE : 1' = 20' CG.O Proposed Site Plan DRAWN/DESIGN BY: DF CHECKED BY: UK JOB NO: 2014-095 C A D D FILE: 2014-095EC. o 0 b 0ONSTRUCTM NOS BAXTER NYE 1. SEWER BUM" CONNECTIONS. MOM Aim C�RAIVAQE NOTES - 1. THE PROJECT ELEVATIONS ARE BASED ON ASSUMED VERTICAL DATUM. - �' COVER SHALL MAINTAIN CLEARANCE FROM OTHER UTILITIES ENGINEERING & 6. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4" LOAM, SEED, AI MULCH. THE CONTRACTOR AS REQUIRED BY SERVICE DPW. SURVEYING 2 DEBRIS, STUMPS, EXCESS, AND UNSIATABLE MATERIALS FROM THE CLEARING OPERATIONS SHALL BE REMOVED FROM THE SITE SHALL BE RESPONSIBLE FOR AREAS UNTiL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND - MiNMNIM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. AND DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL. 2 ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH � BLANKETS (ECB) OF CURLEX DOUBLE NET - CURLEX II .98 BY AMERICAN EXCELSIOR COMPANY OR EQUAL IT SHALL BE THE 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL 71MES TO CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK RE90ISIBI ITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY STABILIZE ALL AREAS OF THE SITE MHDSS, TOWN ORDINANCES, RED, AND SPECIFICATIONS. Registered Professional Engineers 4 DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE W. 7. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNQATiON OR FACE and Land Surveyors r OF CURB WHERE APPLICABLE ' 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BAMU AND COMPACTION NECESSARY TO ACHIEVE THE FINISH 8. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED TO CREATE POSITNE DRAINAGE AND ELIMINATE UTIM NOTES 78 North Street - 3rd Floor GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES, PAVINGy S7ORMWA7ER MANAGEMENT AND ALL ANY PUDDLING OR POi DING WHERE NOT OTHERWISE NOTED OR pEFlNED ON THE PLAN, ALL CUT AND FILL SMALL BE BLENDED Hyannis, Massachusetts 02601 7 UTILITIES. TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE 1. OWN, THE CONTRACTOR SHALL. CONTACT DIG SAFE (AT 1-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE ALL EXISTING Phone - (508) 771-7502 6. EXISTING PAVING EDGES SFWl BE SAWCUT TO CREATE A CLEAN EDGE WHERE If LS TO BE TIED INTO NEW PAVING. UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. Fax - 508 771-7622 4< 8 ANY DEWAIERIVG OPERATION WMNEN REQUIRED AS PART OF THE CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATEIING OCCURS THROUGH A PROPER DEWA76W BASIN (STD FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR THE CONTRACTOR SHALL DEiERMINE THE EXACT LOCATION, BOTH www.boxter-nye.com ' TO DISCHARGE FROM THE SITE HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF MY WORK THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE; UTILITIES CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN STAMP S T A M: N OF Mq _ HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, ��tN OF Ssgo ��' MATtHEW THE ENGINEER, OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO ��' SHANE yG W. BE FULLY ABLE FOR ANY AND ALL DAMAGES WHO MIGHT BE M. ED cwDiLY H OCCASIONED BY THE CONiWICTOR'S FAILURE TO LOCATE SAID SYSi IS, o AAALLON u, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION I FORMATiON " No.48667� ,d NO.43183 10' WIDE SEWER DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SFWl NOTIFY THE 4(9°FEss�oaa�, 9�Fa°IST� EASEMENT-- �y /a. , / E IMMEDIATELY FOR POSSIBLE REDESML AT UTiLI Y �No SUFNO $� NA VERIFY IN FOLD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, / TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE DIRECTION. THE CONTRACTOR SWILL. PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND CONSULTANT UTILITIES AS REQUIRED. G ��_�.,..�• / / �10' WIDE SEWER EASEMENT 2. 12 MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN REFER TO DEFlNITIVE SUBDIVISION N/F JOHN G. ENGL-EMAN, LYNN C. - / � UTILITY C •S. k'1/ PLAN BY HOOD SURVEY GROUP, FAY, HARRY L.. HAMMERQUIST, BRENDA - / -- ` wV �'v �' -- LLC, LAST REVISED AUGUST 4, A. JOHNSON, AL.BERT H. LONG, 2004 FOR WORK IN ROAD LAYOUT TRUSTEES OF THE COBBLESTONE 3• TYPICAL COVER OVER WATER LINE Stall BE 5: IF• LESS THAN 4' OF CONSULTANT EXISTING 2" PLASTIC LANDING 11 TRUST / PIPE STUB DEED BK. 17776 PG. 75 / COVER ' INSULAR AGAINST '' PARCEL 272-201 4. GAS, ELECTRIC, DATA/COM SERVICES AS REQUIRED TO BE \ D E F P G " ' 138.65' COORDINATED WITH RESPECTIVE UTILITY COMPANIES AS NEEDED. ALL ABM -�� N 8 8 41 E / IR SET SEWER MANHOLE LABOR, WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE WATER CURB 5 60.3 `'�` - 80.21 i x60,4 (NOT FOUND--LOCATION PER UMM SHALL BE OWNED AI) PERFORMED BY THE CONTRACTOR. RECORD\ 1. PL GAS x61.3 x 0.8 APPROX.PLAN) 55.0 UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. PREPARED FOR : P/P `- ._ ''� ;n _ , OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY CWMY. ----___ -.___ _" - � CONTRACTOR SHALL COORDINATE ALL FUNK. LAYOUTS AND DETAILS WITH �` -- 3 r ;� I APPLICABLE UTILITY COMPMIY. Bayside Building, Inc. `\ 61.9 I to � DRAINAGE EASEMENT <� AREA=3, 81 S.F. �4" 5. ALL UTILITY CUTS TM UGH UGH EXISTING CONCRETE OR BITUMINOUSP.O. Box 95 ., . - CONCRETE PAVED SURFACES SWILL BE SAW CUT. BACK FILLING OF SA I �'� / TRENCH SWILL INCLUDE 120 IN DEPTH FLOWIABLE FILL TO THE BASE Centerville, MA 02632 x61.8 ^? } / � 7 x 6 0.4 �``� ,.�-"^""--" `^-�`�..� x 61.0 / � - ! COURSE OF THE SURFACE 1REAiMENT. 11E SURFACE 1TREiIiMENT SNiAl1. --�- -_ \ x 61.7 `-��_ x 6 014 / f j `�. THEN BE REPLACED IN IgND. o. / BENCHMARK: x61.9 CATCH BASIN RIM ELEV-59.73 FEET f v' (ASSUMED DATUM) 1,3 J:)r, q X59.5 1' ��C; I FRWM Q� 628 r / cr+ �YEMNIY '08' E 61.20 6t.70 J Cr $ 40.00'j `r 628 I ' G r co c) a 3i� x61.9 9.87Y �� � x61.2 I r 4 SDR 35 SE WITH I cn SHED .°. CLEANOUT TO ADE. h 1 Q jNVERT OUT- 34t (• � l� � I x 61.9 ,�• \ X U N N/F LEAD TOSI & CHARLES x61.6 ht x�,• � s PESCATORE 7 i DEED BK. 26888 PG. 18 k:61.3 S' \ N/F JOHN G. ENGLEMAN, LYNN C. Uj PARCEL 251-259 FAY, HARRY L. HAMMERQUIST, BRENDA 4r �� �'70 �? I / A. JOHNSON, ALBERT H. LONG, F- .0o " I (� TRUSTEES OF THE COBBLESTONE S / LANDING 11 TRUST ~ fff DEED BK. 17776 PG. 75 61.60 { ' I PARCEL 272-201 U •C PARCEL 272.-194 S W -� x 61 94 LF 4" 35 SEWER AREA=45,315t S.F. SERVICE AT 1X �, O ca O c - x c, I "-TIE-IN TO Ex. 8' PVC w 0 I x61 6 EASEMENT AREA---3,481 t S.F. 60. , 1 r, / SEWER AT INVERT-54.41t a M = TOTAL AREA=48,796t S.F. --f 1 SURFACE ° x60.8 ; TREATMENT`(VARIES - SEE PLAN) 0. ►- x61.6 x 61.1 �\ x6i.2 6 .2 co DEPTH RENARY BORROW(M.1.01.0) �jl J I VANES C0 o x 61.6 / WARNING TAPE '.O O NAL BIUCIC 1 1 S NOTED FOR • 0 S RO x60.9 cn / oUj j -,,-20' WIDE SEWER VIA o -0 Q E- / EASEMENT a a / / �, •- �+ .,,..q),rA HMO TAMED t i�%a b '• •q ':� 147IAL BACKFLL } x 61.1 m -*HAND Hpia o SHE \ f '� � •COMPACim «� z HALNCN/F DANIEL R. THOMAS 61 x .;� SEWER MANHOLE SHEET TITLE z 1 BEDDING ' DEED BK. 28006 PG. 112 x60.3 _ / PARCEL 251-258 _ ~' - - o -.__ __ ^�_ /�-� % �� RIM=60.2 tl COIpACiED SUBGRADE MUST BE i 60 MINIMUM SOIL DING "-- - ____- '' ��. � / ; INVERT=5 4.1 A STABLE FOUN DATOG N. - 61 _ \__ r UNDERCUT :,H Proposed Site Plan A SUITABLE BEDDW MATERIAL P LA YSE T - _ ` N---•.�r2..2 02 44*57' _--���_ X60,7 %,�' j • COMPACT TO 95X MODIFIED PROCTOR (MITT) IN 8' OF S (MAX) Mumma ! / « COMPACT TAD 95X MODIFIED PROCTOR (MINT IN 6- LNTS (MAX)W ---'�� ONLY IF UNDER PAVED. CONCRETE oR HA�CAPED SURFACE ) SHEET N O (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFMU IR SET c; FINAL BACKFLL IN GENERAL EMBANKMENT AREAS MUST BE COMPACTED 70 85X MODIFIED PROCTOR (INN.) IN Ir LIFTS (MAX.) N/F SAEED A. & ROBINA F• I 'a+FOR SAMTARY SEVn MANS r BEDONNG SHALL BE BACKFILLED $ CH AU D H R Y MATH ,!-3/4• NON-ANGULAR STONE M LEI! OF GRAVEL DEED BK, 20272 PG. 319 BORRow COMPACT 1n 9sX MODIFIED PROCTOR. DATE : NOVEMBER 24, 2015 PARCEL 272-194-001 / 20 0 20 40 U� C- Ui M TFINM N.T.S. SCALE IN FEET �1'Aft. SCALE : 1"= 20' DRAWN/DESIGN BY: JKL CHECKED BY: UWE i JOB NO: 2014-095 C A D D FILE: 2014-4950M.dwg i