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0110 NYES NECK RD EAST
k- T �I ,� � ��I _ e �� C I� ❑ . i ,�ToWn of Barnstable pPTHE rok �' BI i111111g Department. Services o t � �^ � � �,,,,,,�,,,� Brian Florence,CBO LDI( ( Q�P • =Aax Building Commissioner �prE����� 200 Main Street, Hyannis,MA 02601 OCT 3 0 2018 www.town.barnstable.ma.us . F®W►vGFegRNsraeiE Office: 50 8-862-403 8 Fag: 508-790-623 0 MUMT# �b Z FF� $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or Iess i 0 IvyF-5 Ale6�-- I-L-D (---1114�If cle Uq efw C Lo Location of shed(address) illage Property owners name Telephone number 2`3 L LO!11, 6'0 1 Size of She Map/Parcel# Si e Date Hyannis Main Street Waterfront Historic District?. Old King's Highway Historic District Commission jurisdiction? V ". You must file with Old Ydng's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. TS[S FORM MUST BF ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg RSV:08/6/17 t RAISE GARDEN ��;�-T.3 •, y .\ 4� � `` \ g0 ,BEDSa{. y/ r \ 'f..�1 II::GG ��q k 8 ` x 3 36.6 WF A L f3915 2 . - o / I ; •� t 4 \ --f \ o / 8.8 x t3 I I / A. \ \ 4 •\ ... 3. r 367.2 �1 I i • 44.6 44.5 \� 44.7 \ 32,0 14p, k�5' o \ I \ \ RAISE` GARDE N 6-80 PROPOSED �� '" B Sa` � � "•4.8WAT STORAGE P PANE S�PTIC TAN ,0• \ \ T 10. I N • I ?. ilt .J/ OF AREA I 5.6 L 1 / F i 145.5 AL 1 3� #110 __ cY m EXISTI N G45.6 � JILPROP06QCOT TAGE BRIDGE a AN s. I It NE IOF Ali ' �ER AR . ASOIVRY STARS /"jam .. � CV •• � N � , N/F M K A. HOOKER, E'f UX. SEE EASEMENT-CIVER LOCUS AT DEED BOOK 22982 PAGE 231 42 \ qyq -0 _E #2/47� li t.. 'TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION + �Map �-3 Parcel .0 ®� Application # .-►� �^ ��� 10 Health Division Date Issued Conservation Division ' 1:70LO Application Fee Planning Dept. Permit Fee 6S • 0 0 Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation/ Hyannis Project Street Address ' NyG7S 0 G %T Village -e,YA NA Owner Address Telephoned Permit Request Lo _ CAWS PLO I W 1 4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain /tom Groundwater Overlay Project Valuatidr fteC� $ Construction Type ✓K.0- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure I C11 Historic House: ❑Yes a� . On Old King's Highway: ❑Yes JNo Basement Type: ❑ Full Crawl ❑Walkout . ❑ Other Basement Finished Area(sq.ft. 411-14 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑4 AG Commercial ❑Yes ❑ No If yes, site plan review# �'%/v, Current Use Proposed Use APPLICANT INF (BUILDER O OMEOWNER) Namejmtfti �lS Telephone Number v� Atress �) jl /4VtdC/,_ `eRw License# �V e Home Improvement Contractor# Email /�� l l�(� MLI Worker's Compensation # ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BE TO i SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' Town of Barnstable Regulatory Services °U Richard V.Scali,Director Building Division URNsrwsr.E. Paul Roma,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790=6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE [2_5-/C� JOBLOCATION:� N7`ta 11 ?,�L �C �'fi���P11,t,� I�✓ n ber street village r c "HOMEOWNER": f 1 Ltl ame home phone# work phone# CURRENT MAILING ADDRESS: I TZ _v—:;;> "eA-J ` ' 3 -�- city town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. . DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form• acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building.Code and other applicable codes, bylaws,rulejq regulations. t r e- dersihole � " fies that he/she understands the Town of Barnstable Building Department minimum inspection pr C. ures ' t she will comply with said procedures and requirements. Sign omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2i.15) This lack.of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doC 06/20/16 Town of Barnstable F Regulatory Services B . ` Richard V.Sca%Director pmm Building Division. Panl Roma,Building Commissioner 200.Main Street Hyannis,MA 02601 J www.town.barustable.ma.ns j 1 Office: 508- 2-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Se on If Using A Builder as er of the subject property hereby authorize to act on my behalf in all matters relative to work auth ed by this bull"glpermit application for. (Address of **Pool fences'and alarms are the re ponsi ' •ty of the applicant Pools are not to be filled or utilized be oro fence installed and all final inspections are performed and ccepted. Signature of Owner Signature of Applicant\ Print Name Print Name Date Q:F0RMS:0WNMPERMISSI0NP0DI S The Commarrivealtilt ofl srtcit'uwtf.s. Depaatirzieut of 1kd.z�s&id AcddenYs . 6V O Waxb>on S reet Baston,AM 02111 wgvtRMass_gt Alta 1fficirkers' CumpensadimInsuraace• fEaLw&Bwldet-dCuntractarsMecbu-mnaluanbers �icant 1nfftrmai n / Please Fi tut Nye(Basiaes'�1OigaoafFndivuival S rU� J�yU 01I�SN Address: f ( p (JlS�' Are you an employer?Checkthe appropriate ban ' T of ro'ect r L❑ I am a 1 uzrth 4 ❑I am a general contractor and I Yl It J (required).: �P * lmve hiredlhe sub-coak�ao�s 6. ❑New c:anst�cEiag employees(fixll aiidfor parttime}. 2.❑I am a sole prcp:detar orpartner Tisted oaths'attached sheet. 7. ElRem deling Wiese smb-•confractars hake skirl►and bona as employees $_,❑Desnolifiau wa Jdng forte in any capacify employees andhave wod:ere 9. j EnWing acI3iiioQ 5. ❑ We are a corporation and its lO:❑E1e0Hcal repairs or additionsttimeom= 3_ I doing all work Officers have exercised ffiEk 1 L❑Plaarbiogrepais`%or addittsms. set€ o workers' L_ t of exemption per Md. ❑ epa i surance eSuifed]i c.15Z,§1(•4k aadwe haareno Other r employees-wo o s' 13-❑Other to cam_msmrmxz require&) •bay appfi�t�at che�haa�1 maw aLsn ffiauttLe settForche3owshatdag iiie¢moricess'mmpensatianpaycgi�nrms'uaa . �Hameoaraers Who Sah�Et dais Ada«ig 8wy�tialag 8lF Wa¢�and fheD.�iE aside COIItI9CiQ[5Il7aSt 5ahmit a DEW Yi�'e>S:^�SiICFL fGa ac{ors�stchecXftkbmc==aaached=2rifidaaal sheet sUwf=gtLenmmeofthesub-coutrscmamxadstKipwhedmarnotthoseemitinbrpe employees.7fthesuhtamtra�cshneemptos,tbeg�stgmvidetheir srnrkexs'tamp.paIic�at�lsrs lam an ' .warl¢ts'co��aian utsraraafar inS emP 3,e¢L 3dow istheP�cYard1ab sUa iHfaf7RaliatL , Ilium ce:Company fame: Policy 41 of Self--ins_Tic- pirairoa Date: Job Site Addressr Cify/5t�: Mach 2 copy of the:ts'orkere compens;6onpolicy-dectaraffon page(showing the policy numzber and.eipiration date). Fail=to secure coverage as requued uader Section 25A of MGL c.152 can lead tea the imposition of criminal penalties omf a fine up to$U00.Od and i'or one-year imp�isomraeatt,as well as cif penalties in tie fo=of a STOP WORK ORDERand-a$me of up to$250_00 a clay aQaind the violator. Be advised tint a copy of this statemeat'may,be forwarded tip the Office of Invesfigations ofthe D for imsmxocz covemge vwfficalion- Ida if a the paints and Imial lies 6!rpfflury t#attris irifomaf&Ta pM-h ell ab 'g is acid carred SioRatare_ I}ate Z. Phone rk t3, FaL use a riI}: a riot e€rtta iei tli axa�trr be W'Imp efed by city ar tairfi n kLML Cky or Town: PermsIcense# Issuing An93or€ty(circle one): L Board a. Heahh lading Deparlmeeat 3.City1Town Clerk 4.Electrical Inspector S.Plumbing Enspecter 6.Other Contact Pierson: Phone#: ormatian an Tns ctions MR�c3r_Im� is G�eia1Laws cba}�r M regoues all� to provideW033X 'con pew®farfbeff employees. p {o this ,an EUPTayse is defined as.,;cveryp in.the service of anafhar u der aay c❑ntrad❑fhun, h -plied,'oral or W�i�" gal entity,or any two or more An�Ioy is def'med as man indiividIIal,partner.asso �Porafion or other legal m a ouht and fill , g legal reprmcE dives of a deceased empIoYea,or•Hie of the forego, 3 to However the rec;eivim•or of an mdrvi daA p ip,am cfaiinn o$ze�legal Wh entity.a m erej[4 �P - oFvnerofa honsehavingnotmoefLntl�ap andwh°resid�stherea�❑rSzeoccopaat°fthe - dweIImg house another who employs persons to do. - ,r.,,;efmrf;an or repair wojc on such dwelImg house or on the rods bm-zang appodmn thereto shall not b a of sash empl°ymeutbe deemed to be an empl°yer" MGL d3aptEr 152,§ 6)also stems ffid'ever: state or Cal umnsmg agency shall withhold•he issnance or renewal of a$cease or ermit to operate a:buskers or construr..t buadings ni the commoa�eali3i for any applicantWho has notp nced acceptable a Mencz of "mpTiancewiffi the iasuzanr�coveJrageregIIixed Additionally,MGL chapter ,§25C(�sees-Nel h=rr _ nor gay ofits poIhical snbdivisi°ns shall ester into any contmd for the ofpnblk Una acceptable eviffimm of campEgo ce• Thfi She insnrmca.. reT�enfs of-Hais chapter been P=Cnte.d to the safhaii fy:' A-pphca is r Please fill out the wow'comp n affidavit ytrly,by clhe6ldog Sze boxes that applY to your srfaaizon and,if addres�es and nomber(s) alongwitlitheir�este(s)of necessary,supPl3' s nam s, s wnno Io other than fie msm�ce_ LmaitedLbbiiIity Companies C)or I,unstedLiabflityParin (LLP) �P Y members or p are not rtq=. fn j campmsatian jnl znce. If sn LLC or LLP does have �pToyees,a policy is requ>ted. B e advised - a�-Vk maybe snhmi ted to the-Department of Indnsixial be s Aa:eide�fs mr confumaiion of insozance coverage. ure to sign and dai��he af:�xdavirf: The;affidavit should be•r�tnmae�to the,city or town that the application foil a p®.it or license is being requested,no t the D epatim�f of the law°r ifyon Ldrsirial A-CddmtsL nanldyon have any gnesdons� are reed to obtaL awori�rs' camp®cation policy,please call tie Department at er l%siad beJn�: Self-ms�ed companies sb onld enter their self-i sarance license nmnber®.the approgriafe Iinel City or Town OfUccia.Ts .f ahtment has vided a space at the bot u n Please be sao-e that the af$davh fs complete and legibly. The eF �° applicant - of f11 onf inthe event the oflnv bas to coafactyouregmaig the app _ of the affidavit for y Pleas a be sure to fi7I is the peanitllicense mmb� wM be used as a Lmce=amber. In addition,an applicant that mast submit multiple peffiitllicense applica ions' au:Y lM yam.n submit one affidavit indiraling cosent polio mfoznatian(if nec az3')and order"Job�e Q-d&ese the a}? E sho Write-all IaratiLns in (may or town):'A copy of the•affidavhthat has bey o ' stamped or ma red by the or town may s e d ed to the ' fiM applicant as gmofthat a valid affidavit is on file for •pmmi�or licenses A n davit must be 1le�out esariz year.Where,a home owner or citizen is obtaining a Ii or permit not r��_6o any b or commercial Y� (ie_a dog license or pewit to bon Ieavm e#-.)said nrsm is MOT to lete affidavit The Officeoflnveshgsfinnswovldhb--to thank yo utadvanceforyonrcoopm-adiohandsho uhave any questions. please do nothes&dC to germs a C�al The:Departm eLfs address,telephone and fax 1�Ml y ' ---Departmkot c&lidustdd A=lent-1 '1 Rill Ta 4 617- -4 ext 4-06 or I-W MA.SSAM Fax IT 6I7-`2`-7M R=ised¢24-07 rna � lT�dTd Town of Barnstable Z//7J1(1* C �t"E,�,�ti Regulatory Services .�� Richard V.Scali,Director anaxsTASLe. MASS. Building Division 1639. i°rEo Mp.�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# / / FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 1 , 7 � II NA Location of shed(address) Village r�A S Fay A�J J/ operty owner's name Telephone number Size of She'd Map/Parcel# Sig e , Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? 117) You must file with Old King's Highway Conservation Commission(signature is required) , Sign off hours for Conservation 8:00-9:30&3:30-4:30 r� rrr9 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY'A. PLOT PLAN Q-forms-shedreg REV:040914 Town of Barnstable . �TME' ti Regulatory Services 9lOZ TO � � c� Richard V.Scali,Director snnxsraBLZ, : ld3a JNiaiine MASS. $ Building Division i°tEo 39.E A,m Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barristabie.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# l FEE: $35.00 SHED REGISTRATION. / . RESIDENTIAL ONLY 200 square feet or less-, 10 - NyEs N Ec�-- TZ r-> C-e vet 4Av► Location of shed(address) Village Property owner's name Telephone number Size of Shed to Map/Parcel# ve ' Si , Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required), \Jn�v v Sign-off hours for Conservation 8:00-9:30&3;30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg . REV:040914 'v � ',r/ � � .3� �0� �' ��� � � s�c� ru ; - � .y., � ..v. , � - . r PRIVA Tj�l WA Y - ( - b IRON Pik S 87'400' E CB/bH FND 6.7.5Sr �. � ' x4y1 Q 45.60 45.3 0 / - WF Al- - , , VW A!" V 3l F Al-7 �` x a_g •/ r / / I ° i t YYF.l�1-6 � 44.3 / , ` r 43.9 MAO 23t kkR oil/oo4 . '. /% 4218 / 39. E `� �.\` k 535.2 + 2. CY` C t \ 1 ► t t 7 41.9 \` t t 352 41.0 i t W Al-4 �� \ © Q4041.0�41�5I ' 11 1` 1 �\ l . x 3 \ SHRUBS ;41. \ t s : 42 � 1 \ 40.3 fill } x r 4 7.3 x�,.8 \\ / ,/ . I 5' \ UIF AI-3 \\38.7Q \I /Qa0 2 , r r \ \ t �� r! ' 42.8 i x 3 .6 + Quo - ; F 37. TREE 1_ \ 1 �' x� \ > ; RAI GARDEN .3 has - Ens WF 1 � 41.0 t + ► Q3915 4 .o, '1 CO X 138.8 , r ! 1 \\ 8.7 1 \ \ \L \\ I .\ 166 • \.. .. . ..\ - f �Wu�7 6^JJ,i.e ( 36 6_ 37 �' \ -r14 ', ks r ' J Anderson, Robin To: Scali, Richard Cc: Perry, Tom; McKean, Thomas Subject: RE: Phone Message- 100 Nye's Neck Rd. I spoke to the caller, Mr. Swenson earlier this morning. The property is actually 102 Nye's Neck Rd East. It is an island. He said there is a female resident and a young boy that live there without power, septic or town water. He says her looked into this matter and the town has no record of a well or septic for this property. Ultimately, his complaint can be reduced to that of a noise complaint resulting from consistent use of a generator as a substitute for a permanent power source. Mr. Swenson advised me that he has researched this matter extensively and he (and the neighbors he claims he represents)will not go away until the generator is permanently turned off.. He has consulted with an attorney as well as our police chief. Mr Swenson says the island resident is required to connect to power if it is available and he knows the power was cut a number of years ago so power is obviously available! He is adamant that she should be made to connect and discontinue her reliance on a (noisy) generator. He indicated that the neighbors have offered to help her to re-connect but she refuses. Now, Mr. Swenson says they(him and his neighbors) are demanding that the generator be silenced once and for all and we should make her do what is required. "It's very simple", he said.. First, I told him just because there is no record of a septic or well does not mean they are not present. I explained that noise violations are usually addressed by the PD because we are not available at night. As a result of my comments, Mr Swenson started to explain the law and the ordinances to me and repeat what his interpretation of what was told to him by the Chief and his attorney. stopped our conversation at that point and said I would put him in touch with you. I did not want to debate the nuances of enforcement with someone who thinks he knows how to do our jobs. It was quite obvious that he was closed to hearing anything that he did not want to hear. He complained about being shifted from one department to another when I referred him and then he again (politely) demanded enforcement and reiterated that it is very simple- make her connect and the need for the generator will go away and they will be happy. When someone tells me they know and understands our laws and ordinances, then proceeds to explain them to me and tell me how simple it is, I have no choice but to refer the matter to someone higher on the food chain. He originally called you because someone told him you are the director for all of the disciplines involved with this complaint-health, conservation, &zoning, wiring and building, etc. He asked me to explain and forward what he told me about the complaint and as such I am providing you with that information in this email. FYI: I believe the woman may have some mental health issues if I remember correctly. I think DCF may have investigated her as well. It is my recollection that Health staff was met at the door by the female resident and politely but firmly ordered to immediately leave the property. Tim (Haz Mat) may have been out there-status unknown. Mr. Swenson stated he spoke to Wiring Inspector recently- status unknown. I am contacting COMM FD to see if they want to check on the storage of fuel for the generator. Robin C. Anderson Zoning Enforcement Officer Town of Barnstable zoo Main Street Hyannis, .94A 02601 508-862=4027 Original Message----- From: Scali,Richard Sent: Tuesday, December 30,2014 10:11 AM To: Anderson, Robin; Perry,Tom; McKean,Thomas Subject: -RE: Phone Message;100 Nyes Neck Rd. 1 r I thought as much. Would you call him to actually get a real complaint? <r R- Richard V. Scali, Esq. Director of Regulatory Services 200 Main St. Hyannis, MA 02601 508-862-4778 508-778-2412 fax -----Original Message----- From: Anderson, Robin Sent: Tuesday, December 30,2014 10:08 AM To: Scali, Richard; Perry,Tom; McKean,Thomas Subject: RE: Phone Message- 100 Nyes Neck Rd. It makes me cringe when someone declares that we"know"about something that is offensive to that party.. We can't possibly address a complaint that was never brought to our attention and we don't even know what the alleged issue actually is. I found no complaint in the database under Building relative to the address provided - 100 Nye's Neck Rd and our street file is devoid of any information but for a wood stove. Robin C Anderson Zoning Enforcement Officer Town of BarnstabCe 200 Nain Street Hyannis, NA 026oi 5o8-862-4027 -----Original Message----- From: Scali, Richard Sent: Tuesday,December 30,2014 9:57 AM To: Perry,Tom; McKean,Thomas;Anderson,Robin Subject: FW: Phone Message- 100 Nyes Neck Rd. Would you all update me,on this location. It has not been on my radar. R- Richard V. Scali, Esq. Director of Regulatory Services 200 Main St. Hyannis, MA 02601 508-862-4778 508-778-2412 fax -----Original Message----- From: Smith,Tracey Sent: Tuesday, December 30,2014 9:32 AM To: Scali,Richard Subject: Phone Message- 100 Nyes Neck Rd. Hi, Christian Swenson called wants to talk to you about multiple issues (zoning, health) with 100 Nyes Neck Road, Centerville, he is the neighbor. Said most divisions would know about this, but nothing is being done about the complaints. 508-246-5151 Tracey Smith,. Administrative Assistant to the Director Regulatory Services 2 s I 200 Main Street Hyannis, MA 02601 M Telephone: 508-862-4772 Fax: 508-778-2412 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map - Par ! I Application # Health Division Date Issued Conservation DivisioM', '. Application Fee Planning Dept. Permit Fee f Date Definitive Plan Approved by Planning Board , Historic - OKH_ . _ Preservation/Hyannis ii Project Street Address 9 V ervt 12__ WA Owner s7Address Telephoned 9 2— ` ..� -� Permit Request \V sloc Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay IP-r'oject'Valuation-- a Construction Type Lot Size 0 XrL-5 Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family units) Age of Existing Structure 5 Historic House: ❑Yes O No On Old King's Highway: ❑Yes Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) �IrD PG Basement Unfinished Area (sq.ft) /Vf4L Number of Baths: Full: existing_ new �� Half: existing 1 _new Number of Bedrooms: existing�Ph_ew Total Room Count (not including baths): existing new First Floor Room Count Heat Type an;�Yes u I: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑ No Fireplaces: Existin9_jq�New Existingwood/coal stove: Yes a❑ o Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: LlOxisting LY ewPize_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: I w" � a 1 Zoning Board of AppealZNo rization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review# �o Current Use Proposed Use ` APPLICANT INFORMATION (B/UILDER OR HOMEOWNER) Na e L- i/IR� ' Telephone.Numb tAddress" I"� �v License# C-e_Vnt&(A I (jg<- VVVk7_ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEB I RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIG RE ®ATEr4-{;. .4, FOR OFFICIAL USE ONLY Af PLICATION# DATE ISSUED } = 'r MAP PARCEL NO. r ,t ADDRESS VILLAGE r OWNER r DATE OF INSPECTION: FOUNDATIONS ;F FRAME CQ P/Z FIREPLACE _. -ELECTRICAL: 1 r C ROUGH FINAL PLUMBING: ROUGH FINAL GAS:' ROUGH FINAL �r f ,fINAL BUILDING'^ DATE CLOSED OUT ASSOCIATION PLAN NO. T The Commonwealth of Massachuseffs Department of Industfial Accidenty Dfjice ofbrveskgations 600 13'ashington Street Boston,MA 02111.. www-mass gov/dia Workers' Compensation Insurance Affidavit:Builder/Caniz-actors/Electricians/Pltzmbc ?rs . A�licaannt�Information � Please.Print Le 'bf N31ne (Bnsmess/Orgdnizai m4ndm V Addres Eot ju�-- City/State/Zip v c( 2. Phone Z G 5-1� Are you an employer? Check the appropriate bo L� am a general contractor and I Type of project(requi7ed)I:❑ I am a employer.with ` gemployees($ill and/or part-time).* have hired the sub-contractors 6• ❑New constructio 2.❑ I am a sole proprietor or partaer- 3lsted on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g,"❑Demblition working for me.in any capacity. employees and have workers' [No workers'comp. ni on ig ce comp,ine„�„CeJ 9 O Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions (., ]"I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions . myself [No workers' comp. right of exemption per MGL insurance required.]t c. 15 12.2, §1(4), and we have no Ej Roof repairs employees. [No workers' 13.0 Other comp.*once required] *Any applicant that checks box#1 must also fM out the section below showing their workers'compeusatioa policy informaholL t Homeowners who submit this affidavit indicating they are doing aE work and them hire outside contractors mast submit a new affidavit indicating such, $Contrantors that check this box must attenccd an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees If ffic sub-contractors have employees,they must Provide their workers',c policy m=ber. �•P cy lam an employer that isproviding workers'compensation insurance for rnyerrcpkyem Below is the policy andjob site information Insurance Company Name: ; Policy#or Self-ins.Lie.#: Expiration,Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of.criminal penalties of a fine up to$1,500.00 or one-year imprisonmem,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a the violator. Be advised,that a copy of this statement may be forwarded to the Office of Invest igations of the Mfor insurance coverage verification I.do hereby e u th and penalties ofPe77wy that the informadonpravidedafove is tr and correct �Phone.���" � ( 1 • Official use only. Do not write in this are;to be completed by city or town official City or Town: Perinit/License# Issuing Authority(circle one): .Board of Health,2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person.: Phone#: 35 - � r r — — REScheck Software Version 4.3.1 Compliance Certificate Project Title: Swensen Residence Energy Code: 2009 IECC Location: Centerville(Barnstable), Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 110 Nyes Neck Rd East John Domos Centerville,MA 02645 14 Second St Harwich,MA 02645 Compliance:7.3%Better Than Code Maximum UA:124 Your UA:115 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity .�� Cont.". Glazihg UA Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 492 38.0 0.0 15 Ceiling 2:Cathedral Ceiling(no attic) 384 38.0 0.0 10 Wall 1:Wood Frame, 16"o.c. 798 21.0 0.0 40 Window 1:Wood Frame:Double Pane with Low-E 90 0.310 28 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 140 30.0 0.0 5 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 640 38.0 0.0 17 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply.with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Prepared by:Summit Insulation Co.,Inc. P.O.Box 1337 Harwich,MA 02645 Project Title: Swensen Residence Report date: 07/10/12 Data filename:C:\Documents and Settings\Administrator\My Documents\My Documents\Energy Compliances\MECcheck\2010 Customer File\Domos, John\Swensen.rck Page 1 of 4 I` I AIL REScheck Software Version 4.3.1 Inspection- Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments:+ Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls; Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring: Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or. sprayed/blown insulation extends behind piping and wiring. (f7 Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: Swensen Residence Report date: 07/10/12 Data filename:C:\Documents and Settings\Administrator\My Documents\My Documents\Energy Compliances\MECcheck\2010 Customer File\Domos, John\Swensen.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.. Sunrooms,: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: 0 Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions.' Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined.. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts: 0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. F1 Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 601353166170f the heating energy is from site-recovered energy or solar energy source., Project Title: Swensen Residence Report date: 07/10/12 Data filename:C:\Documents and Settings\Ad mini stratohMy Documents\My Documents\Energy Compliances\MECcheck\2010 Customer File\Domos, John\Swensen.rck Page 3 of 4 Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) b Project Title:'Swensen Residence Report date: 07/10/12 Data filename:C:\Documents and Settings\Administrator\My Documents\My Documents\Energy Compliances\MECcheck\2010 Customer File\Domos, John\Swensen.rck Page 4 of 4 I1 009 IECC Energy Efficiency certificate Ceiling/Roof 38.00 Wall 21.00 Floor I Foundation 38.00 Ductwork(unconditioned spaces): Window 0.31 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: t 1 Baxter Nye Engineering & Surveying 78 North Street,Hyannis,Massachusetts 02601 Memo To: Christian Swenson From: Steve Wilson Date: May 111h,2012 Attached please find an aerial photo from the Town of Barnstable GIS showing your house and the surrounding land, Snow's Cove, Wequaquet Lake and Bearse Pond.The only significant open water is easterly towards Bearse Pond and is about 14 degrees. If your have any additional questions please call me or contact me via e-mail. #2012-004:02 SwensonWind.doc Phone (508) 771-7502; Fax(508) 771-7622 r ,. Town of Barnstable o Nformalim System _ _ - - May 8, Ceogr�hl 2012 a.. �• a �� ice.• t _ s C* aa,.,,, � t,E1 A l r a h L it S} - A Ova nx,y . �,FA N r x tii-- t 015pA01E17$TN.oapebrw�rinaprpmas W/.asmaeanaekrl�l Na¢232 Part m1001-- Selectee Farrel N ava�Yaasrm:cr rerr.rrr�ry.+r+oraafen eNei0aoetlampdaamled Omer.9EN6ENNEIK EUZABETN M Total AsmsseC Valve:5750900 - 1'�-laanga�lmleamaPa / .mePi�l6oan aismaP ..' ' aro nr6YBr dl f to w��lkYr-_pmpmy C.4)—%awENWK Qlal9TUW Na Ara�tAO eoea Abutters �Y E v pueipain y arcuate rdaturopxm p9�rm�®mer maP WoaGm:110 NYES NECKPOAO EAST Buffer r}�/•• S l�t E Aerial Photos Taken Aguil 19.7008 - SWENSON-CENTERVILLE MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design NOTE: LOAD TABLE 1 LPI 42PIus DEPTH 11.875" DESIGN CRITERIA MSI: 0.4 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375" vsl: 0.42 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 150 X 350 RSI: 0.56 . . -LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SX FT—IN—SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 20-00-00 1.00 1 SPACING = 16.00 IN. C C 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 20-00-00 0.90 LATERAL STABILITY. DEFLECTION CRITERIA 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: LIVE LOAD DEFL: L / 480 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES 7.COPRSION EDGE BRACING REQUIRED AT. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT N 1 MES 03"O.C.OR LESS. BY A DESIGN PROFESSIONAL. APA PR-1,238 ICC—ES ESR-1305 MINIMUM BEARING SIZES ARE SUFFICIENT.TO PREVENT CRUSHING OF THE LPI LOABS RR-25099 JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 12412—R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. .. 53 53 all I Is SUPPORT REACTIONS (LBS): r `71.875: '1 . 14MIMUMBEAR I NG N U M B E R -�c 1 2 I 3.500 DOWN 693 693 . - UPLIFT __— ___ - CROSS SECTION - - - - MIN BEARING SIZES (IN—SX) - - - - 1— 8 1— 8 MAXIMUM DEFLECTIONS - - CALCULATED ALLOWABLE - LIVE LOAD 0.38"(L/622) 0.50" *DEAD LOAD 0.17" 20— 0— 0 TOTAL LOAD 0.50"(L/479) 0.991, •••THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 03/27112 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and`Common nails driven parallel to glue lines shall be spaced a minimum of 4'for 10d Suite 2000 Street,S installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. Nashville,414 Union Sl StTIN 3729 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building `Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary- Phone 800.515.7570 -be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the Implied warranties of merchantability Design Criteria I Hoists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.`Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site Inspection.This drawing must have an Architect's or Engineer's seal`A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:CAProgram Files\LP\Wood-E Design\2011.2\WOODE.SPX SWENSON-CENTERVILLE MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design LOAD TABLE MSI: 0.49 NOTE: 1 LPI 42Plus DEPTH 11.875" DESIGN CRITERIA 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0. VSI: 0.42 375" VSI: 0.42 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 3.50 LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD = METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) 40 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF DEAD LOAD = 12 PSF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SX FT—IN—SX OR ARCHITECT. - - UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 20-00-00 - 1.00 SPACING = 16.00 IN. C C 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 20-00-00 0.90 LATERAL STABILITY. DEFLECTION CRITERIA : 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: LIVE LOAD DEFL: L / 480 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT (I 103"O.C.OR LESS. I BY A DESIGN PROFESSIONAL. APA PR-1,238 ICC—ES ESR-1305 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI LOABS RR-25099 - - - JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 12412—R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELYTO BEARINGS OR HANGERS. J ---- - 53 57 SUPPORT REACTIONS (LBS): 11.875 l MAXIMUM B E A R I N G N U M B E R 1 2 3.500 DOWN 693 693 UPLIFT --- ---- - - - _ - -CROSS SECTION - MIN BEARING SIZES (IN—SX) - - 1_ 8 1— 8 ... - MAXIMUM DEFLECTIONS - CALCULATED ALLOWABLE LIVE LOAD 0.38"(L/622) 0.50"*DEAD LOAD 0.17" - - 20—.0— 0 TOTAL LOAD 0.50"(L/479) 0.991, "'THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: Temporary and permanent bracing for holding component y 03127112 IRC po ry p g g ponenl The use o!this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR end LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d q14 Union Street,Suite 2000 -installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. - compogent until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shovm Nashville,TN 37219 compleled.Al no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component, and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the Implied warranties of merchantability Design Criteria - I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NOS."Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineers seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. - LP is a registered trademark of Louisiana-Pacific Corporation. File:CAProgram Files\LP\Wood-E Design\2011.2\WOODE.SPX SWENSON-CENTERVILLE MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design - NOTE: LOAD TABLE MSI: 0.49 1 LPI42PIus DEPTH 11.875" DESIGN CRITERIA VSI: 0.42 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY wsa: 0.375" THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 150 X 3.50 RSI: 0.56 . LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. = - METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD 90 PSF LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER -FT—IN—SX FT—IN—SX ORARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 20-00-00 1.00 SPACING = 16.00 IN. C/C 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 20-00-00 0.90 LATERAL STABILITY. DEFLECTION CRITERIA 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: LIVE LOAD DEFL: L / 480 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 103"O.C.OR LESS. BY A DESIGN PROFESSIONAL. APA PR-1,238 ' - MINIMUM BEARING SIZES ARE SUFFICIENT.TO PREVENT CRUSHING OF THE LPI ICC—ES ESR-1305LODBS RR-25099 - JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - CCMC RR-250R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. 57 - 57 t8 SUPPORT REACTIONS (LBS) 11.875 MAXIMUM B E A R I N G N U M B E R - DOWN 693 693 3.500 UPLIFT --- --- - - CROSS SECTION _ 'MIN BEARING SIZES_ _ 1— 8 1— 8 MAXIMUM DEFLECTIONS - - - - CALCULATED ALLOWABLE - - - LIVE LOAD 0.38 (L/622) 0,501, - *DEAD LOAD 0.17" - - - 20— 0— 0 . TOTAL LOAD 0.50"(L/479) 0.991, - •••THIS DRAWING IS NOT TO SCALE"• - - Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 03/27/12 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d q14 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed.the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR.LP disclaims all implied warranties including the Implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of Nos.'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR deflection is instantaneous. affixed to be considered an Engineering document. SHEET # LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2011.2\WOODE.SPX SWENSON-CENTERVILLE _ MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design. MSI. 0.49 .NOTE: - - LOAD TABLE _ 1 LPI 42PIus DEPTH 11.875" DESIGN CRITERIA 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB: 0.375". Vsi: 0.42 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 150 X 3.50 RSI: 0.56 . LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE yppp = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 20-00-00 1.00 SPACING = 16.00 IN. C C .2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 20-00-00 0.90 LATERAL STABILITY. DEFLECTION CRITERIA : 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: LIVE LOAD DEFL: L / 480 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES 7.CC PRESS ION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT #103"O.C.OR LESS. I BY A DESIGN PROFESSIONAL. APA PR-L238 ICC-ES ESR-1305 - MINIMUM BEARING SIZES ARE SUFFICIENT.TO PREVENT CRUSHING OF THE LPI LOABS RR-25099 JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 12412-R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. rM 53 53 NEI 15 16 - SUPPORT REACTIONS (LBS): - 11.8713.500 MAXIMUM B E A R I N G N U M B E R1 2 - DOWN 693 _ 693 - - - - UPLIFT --_ - - CROSS SECTION - - MIN BEARING SIZES 1- 8 1- 8 MAXIMUM DEFLECTIONS - CALCULATED ALLOWABLE - - LIVE LOAD 0.38"(L/622) 0.50" - - - - - -DEAD LOAD 0.1711 20- 0- 0 TOTAL LOAD 0.50"(L/479) 0.991, - - - - •`•THIS DRAWING IS NOT TO SCALE Handling R Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP i-Joist Specifications Software Provided By: 03/27/12 IRC Temporary and permanent bracing for holding component The use or this component shall be specified by the designer of the Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products- plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and`Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. compdnent until after all the framing and fastening are component. If the design criteria listed above does not meet local building `Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP Waists contrary Phone 800.515.7570 - I: - be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 - based on data provided by the customer.LP LVL,LP LSL and CTR.LP disclaims all implied warranties including the Implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of Nos.-Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide - deflection includes adjustment factor for creep.Total load on-site Inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous.. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2011.2\WOODE.SPX SWENSON-CENTERVILLE MA BOTELLO LUMBER CO.,INC. 2011.2 Allowable Stress Design - LOAD TABLE MSI: 0.49 NOTE: 1 LPI 0.375 DEPTH 11.875" DESIGN CRITERIA VSI: 0.42 1. THIS COMPONENT IS DESIGNED RI SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES WEB: 0.375" RSI: 0.56 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. FLANGE 1.50 X 3.50 LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 20-00-00 1.00 SPACING - 16.00 IN. C C 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 16 PLF 00-00-00 20-00-00 0.90 LATERAL STABILITY. DEFLECTION CRITERIA 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: LIVE LOAD DEFL: L / 480 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE, THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES 7.COMPRESSION EDGE BRACING REQUIRED AT - STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 103"O.C.OR LESS. BY A DESIGN PROFESSIONAL. APA PR-L238 ICC-ES ESR-1305 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI LOADS RR-25099 JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 12412-R - ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. 1 , i ET - 53 5] SUPPORT REACTIONS (LBS): 11.875 7 MAXIMUM B E A R I N G N U M B E R - 1 2 �Ic 3.500 - - - DOWN 693 693 I UPLIFT --- --- - _ CROSS SECTION - MIN BEARING SIZES MAXIMUM DEFLECTIONS - - - - CALCULATED ALLOWABLE - - LIVE LOAD 0.38"(L/622) 0.50" - - *DEAD LOAD 0.17" 20- 0- 0 . TOTAL LOAD 0.50"(L/479) 0.991, - - •••THIS DRAWING IS NOT TO SCALE'•• Handling 8 Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 03127112 TRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the -Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3'for 8d. component until after all the framing and fastening.are component. If the design criteria listed above does not meet local building -Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 - completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 .- be applied to the component and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use.The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site Inspection.This drawing must have an Architect's or Engineers seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection Is instantaneous. affixed to be considered an Engineering document. - LP is a registered trademark of Louisiana-Pacific Corporation. File:CAProgram Files\LP\Wood-E Design\2011.2\WOODE.SPX THE Town of Barnstable 1p�,_ - ` "'�,�„ Regulatory Services BA Msraar.E Thomas F.Geiler,Director v Mass 1639. �•�'� Building Division. - Tom Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790"6230 I HOMEOWNER LICENSE EXEMPTION Please Print —E.—rr �DATt' JO LO-CATION,= /VyP--7 5, Al-F6/L— !V��.. mod- T C nu er street village F "I-IOMEOWNER7 Warm ame home phone# work phone# CURRENT—MAILING ADDRESS: es . city/town state zip code The current exemption for"homeowners"was-extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to' be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigns "homeowner"assumes responsibility for compliance with the State Building Code and other applicable cod bylaws,rules and regulations. The undersigne "h eowner"certifies that he/she understands the Town of Barnstable Building Department minim rp do ocedures and requirements and that he/she will comply with said procedures and req ' e ts. Signatur Approval of Building Official , Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building.permit is required shall be exempt from the provisions of this section(Section 109.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the 4nlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification'for use in your community, it Q:forms:homeexempt t Town of Barnstable Regulatory Services Thomas F.Geiler,Director a tea' Building Division Tom Perry,Bufidimg Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 50878624038 __..Eax:.:.508490-6230- Property Owner Must ,u A�'Complete and Sign This Section If Using A Builder as Owner of the ject property hereby authorize to act on my behalf, in all matters relative to work authorized this buil ' permit Address ob **Pool fenyda are the resXnhhe applicant. Pools are not to bebefence is inst are not to be Utilized untiections are accepted. rr Signature of et Signature of Applic Print Name Print Name Date Q:FORM&OWNERPMES SIONPOOLS 8'Edition Massachusetts Building Code McKENZ6E Mass. Version of the WFCM 110 MPH Exposure B Checklist ENGINEERINGSummary of Construction Requirements CONSUtT,4NTS sm-z=] .- _ ,_ _ Project: Swenson Addition, 110 Nves neck Rd East, Centerville J a y _ .tte t:.E\pos re B a; t :.:�.,x SLR it ollowi : /t #maOit COW. TZM CXC the altc�w l` :Refer to the plans for king ILI - e doir elevation does not meet checklist minimum sheathing reuirenents `A moment frame was designed for the unheated shed section to resist the wind in that direction. Refer to the plans for requirements. r P 9 {s Standard framing connection requirements: Table 2 from WFCM manual. ZE Anchor Bolt Requirements: 5/8"bolts spaced 50".o/cwith minimum embedment of 7" into concrete. Additionally,a bolt must be placed between 5"and l2"of each corner. All sill plates to be.connected using . 3"x3"xl/4"square plate washers. Floor Construction Re uirements: First two joist bays of the floor framing from each gable:end to`be blocked with 2x lumber`4'on ceiter for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6"spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements: All exteri wall,studs to be 2x6, 16"on center. The double top plates on the exterior wails to have a minimum splice length of 4 feet and splices to be nailed with 14-16 d.nails in accordance with Table 6 in the Nff—CNj- 110E booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate:to floor box nailing is 3- 16d nails per foot for all second floor and 4-16d nails per foot:on all:first floor elee a bns. _ For all door and tivind N_are required_ For openings up to 4 feet wide,2 icing studs are regained_ nr.o _ng_feet us -ic8e_3 Zcings studs are required,ancl. for openings 10-12 feet z3zedesigu document For spcci{c req u.irem erss For.nc� T---=.c�^cxy:-ate - For shear and uplift connection ofr.tilxe slzraas the-hezvthing is to be nailed as shown on the (Z>-' 'floor plaxis� All ails -Lie 3d. .�ca_ as. -ra -Hs the need for steel straps and':l3ml ds csaa� r:C. 1i�C_I manual,sheathing must be installed a�idr.��i/rdiir sc�aricr-u_�tfi-?�bcc-Svrrrh�_8T�>G'hec�s!_ Th s ibe/udes uri�f//sfieet_r of 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353,2142 www.mckengineers.com sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2"into the floor box on two story walls(Note 4 Sheet attached). Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 4- 1 Od nails per side. If blocking is not desired, Simpson H-10 or H-14 hurricane clips can be substituted and installed on every rafter. All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) 10 nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges,6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, , nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation.inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap,hangar,and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Christian Swenson and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non- . compliance with the requirements of the wind design. .�, � n tL k A.McKenzie ~ P Pres.,McKenzie Eng E.M9 tarits,Inc. Attachments: Mass Checklist AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance(Igo CMR 5301.2.1.1)r Swcv sew Alvo►nw 0 Check i 10 JVY CO"C bAItCs Compliance 1.1 SCOPE WindSpeed(3-sec.gust).............................................................:.......................................................110 mph WindExposure Category..................................................:..............................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories Roof Pitch............................................................................(Fig 2)...........................................JXJ&12:12 1L� MeanRoof Height................................................................(Fig 2)...................................................Mft <_33' Building Width,W................................................................(Fig 3)..................................................2ft :5 80' tom' Building Length, L.....:.........................................................(Fig 3)..................................................A ft 580, y' Building Aspect Ratio(L/W)................................................(Fig 4)...............................................I,IL- <_3:1 Nominal Height of Tallest O enin ..........(Fig4 "� .......... < 1.3 FRAMING CONNECTIONS / General compliance with framing connections....................(Table 2)................................................................. V 2.1 FOUNDATION Foundation Walls meeting requirements.of 780 CMR 5404.1 Concrete.......................................................................................................................... ConcreteMasonry ..................................................................................................................................... ^44.. 2.2 ANCHORAGE TO FOUNDATION'•' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4)...................................... ......... 7 in. Bolt Spacing from endfjoint of plate........:....................(Fig 5)..................................... I in.<_6"-12" Bolt Embedment—concrete............:. ..................(Fig 5)...................................I............-7 in.>_7" v a - Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_15" M4, PlateWasher.........................................:......................(Fig 5)...............................................>_3"x 3"x%" 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....................................(Fig 6)..................................................__L.Q ft`12' ✓" Full Height Wall Studs at Floor Openings less than 2''from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7).................................................... fl ft <_d t� . Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)....................................................—aft <_d ✓� FloorBracing at Endwalls.....................................................(Fig 9).............................................. .................... Floor Sheathing Type .........................................................(per 780 CMR Chapter Floor Sheathing Thickness..................................................(per 780 CMR Chapter 55).......................3 in. Floor Sheathing Fastening...................................................(Table 2).,rd nails at�in edge/ n field t/• 4.1 WALLS Wall Height ' Loadbearing walls.........................................................(Fig 10 and Table 5).......................... 12 it <_10' ✓' Non-Loadbearing walls.................................................(Fig 10 and Table 5)............................IQ ft <_20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................../&in.s 24"o.c. r� Wall Story Offsets .........................................................(Figs 7&8)................................ ....eft s d ✓� 4.2 EXTERIOR WALLS' Wood Studs A Loadbearing walls...................... -----...............----(Table 5)..........•--•.................2x�--4—ft in. •� Non-Loadbearing walls.................................................(Table 5)..............................2x�-.X ft�in. Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10)..................................................................' WSP Attic Floor Length.................................................(Fig 11).............................................. ft>_W/3 MA- Gypsum Ceiling Length(if WSP not used)...................(Fig 11)...........................................:. 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)...................................................:.......... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays=,-,�' Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... Splice Connection(no.of 16d common nails)..............(Table 6)....................................................... - _� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)............:...................(Tables 7).....................................................,.� ✓' Non-Loadbearing Wall Connections Lam' Lateral(no-of 16d common nails)................................(Table 8)......................................................... 'L Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...................................�ft a in.:5 11, Sill Plate Spans .........................................................(Table 9).................................:.�-ft(Z in.<_11, Full Height Studs (no.of studs)....................................(Table 9)........................................................._�i Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...............................................................(Table 9)..................................../O ft_42 in.<_12' Sill Plate Spans............................................................(Table 9).........---------.................1Q ft 0 in.5 12" L/+ Full Height Studs(no.of studs)....................................(fable 9)......................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of TallestOpening2 ..............•••••-•••••••..............................................-_.<p'8"`-6'8° SheathingType...............................................(note 4).:................................................... G Edge Nail Spacing..........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing........................................ .(Table 10)................................................. in Shear Connection no.of 16d common nails))(Table 10).........................................................� Percent Full-Height Sheathing.......................(fable 10)............................----.................... /o 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)..................... i Maximum Building Dimension,L Nominal Height of Tallest Opening2............................... tG ! .............lD� <_6'8^ C SheathingType...............................................(note 4).............................................. ......_ sC' Edge Nail Spacing..........................................(Table 11 or note 4 if less).......... . ,.. ,in. tr' Field Nail Spacing..........................................(Table 11). ....1 ...1�in....... Shear Connection(no.of 16d common nails)(Fable 11)........................................................�` Percent Full-Height Sheathing.......................(Table 11).................................................... % 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... 3* Wall Cladding Rated for Wind Speed?.................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) 4 Roof Overhang ...................................................(Figure 19).............. ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors �4 Uplift.................................................(Table 12)........... 2-?r ^'.....U= PIf Lateral..............................................(Table 12)......... Q✓..:lf`.ttBr Q.........L= plf Shear................................................(Table 12).............................................S= Plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..W. �`�!'4�:.....T=j6kZ.plf Gable Rake Outlooker.........................................(Figure 20)..............�ft:5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........:......................................:.(Table 14)..............froz.r ` ..........U=0417lb. Lateral(no.of 16d common nails)...(Table 14)......................... ... L ' _lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and�9) ............ RoofSheathing Thickness.............•-••--•--.........................-••-•-•••-•................................ .>_ Roof Sheathing Fastening............................................(Table 2)...................................................... . Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. r ' AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone • Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 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 -then TM E RNM oar rftakeW VW8d NWS ATBbt -------------- -___--f1 11 II 41 i 11 11 1 +1 11 It It I 11 11 1 M 1•t -r 11 11 n /i - 1/ - 1 m n ti a t • W n rl A a a t 11 {1 (? 11 11 W J X,off 1/ n r ii ii 4 11 u r1 a0U8L,E�GF `-- NAILSPACIIYa }} PANEt v 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 Com nuance (780 CMR 5301.2.1.1)I 1 N i 1 1 1 � 1 1 1 1 [ i k �1 / 1 1 O I 1 1 1 1 1 1 11 11 1 1 II �j 1 1 uw 1 1 s ; 1 TRiAI�NG lI[EBRiTTMS i / 1 1 1 I t 1 I 1 i i 1 � PI ::j i 1 _ 40 STAGGERED T W h NAIL PATTERN 7 PANEL PAMM EDGE F: DOUBLE NAIL EDGE SPA=G DETAL Detail Vertical and Horizontal Nailing for-Panel Attachment i Barnstable County Registry of Deeds John F. Meade RG425RP: Land Records ATTESTED copy request Delivery: Pickup Dated: 08-02-2012 @ 9:54: 36 Wkstn: IX085_B Req by: HEATHER SWENSON Local Trans #: 192597 : -------------------------------------------------- ---------------------------- Inst#: 08-02-2012 in Book:, 26553 Page: 164 Page #' s requested: F-L # of pages printed: 5 Fee: 5.00 ------------------------------------------------------------------------------ Customer will pick up ------------------------------------------------------------------------------ **** ATTESTED COPY **** *** ATTESTED COPY *** **** ATTESTED COPY**** Bk 26553 P9164 0144111 • 08-02-2012 a 09= 49a F TO Town of Barnstable Zoning Board of Appeals �12 JUL 11 (;?1 :?8 Decision and Notice Special Permit No.2012-033—Swenson Section 240-92(B)—Buildings or Structures used as single- or two-family residences To construct an addition within the required setbacks to wetlands and great ponds Summary: Granted with Conditions Petitioner. Christian H.Swenson Property Address: 110 Nyes Neck Road East,Centerville Assessors Map/Parcel: Map 232 Parcel 011-001 Zoning: Residence D-1 Zoning District Decision Date: June 27,2010 Recording Information: Deed:Book 26058 Page 250 Plan:Plan Book 405 Page 66 Background In Appeal No. 2012-033, Christian H. Swenson requested a special permit to construct an addition to an existing single-family dwelling that would encroach on the required 35 foot setback to wetlands and 50 foot setback from mean high water on a Great Pond. The subject property was located on the peninsula of land between Wequaquet Lake and Bearse Pond in Centerville. The lot was one acre in area and developed with a single-family dwelling. According to the Assessor's record, the dwelling was constructed in 1975. It is a two story,three- bedroom house with 1,100 square feet of living area. The construction of the dwelling predates adoption of the wetland setback and Great Pond setback requirements in 1983 and 1979 respectively. The house was served by a three bedroom on-site septic system. The lot had significant wetland impacts along the Bearse Pond frontage. There was also a wetland delineated on the southwest portion of the lot. The lot and surrounding areas are designated by the National Heritage Endangered Species Program as a Priority Habitat of Rare Species. The dwelling was accessed from Nyes Neck Road East by a paved driveway. The driveway was shared with the lot to the south; a recorded easement agreement grants access rights over the driveway as shown on an ANR plan. Procedural & Hearing Summary i Special Permit No. 2012-033 to allow expansion of a preexisting nonconforming single-family dwelling was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 8, 2012. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened on June 27, 2012 at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding this appeal were Board Chair Laura F. Shufelt, Craig G. Larson,Alex M. Rodolakis, Brian Florence, and George T. Zevitas. Christian Swenson represented himself before the Board. Also present were Heather Swenson and Steve Wilson from Baxter Nye Engineering and Surveying. Mr. Swenson explained that his family had recently purchased the single-family home and was looking to add storage areas. He I Bk 26553 Pg 165 #44111 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2012-033—Swenson explained that they had collaborated with the Conservation Division and designed the house, including the elevated breezeway,to minimize impacts on the wetland. He explained that the addition had no foundation and portions would be located on top of the existing driveway. Mr. Swenson indicated that their house was the smallest in the neighborhood and that the house would still be smaller than average after the addition. In response to questions from the Board, Mr. Swenson indicated that no part of the addition would be habitable and there would be no plumbing in the new building. He confirmed that there no interior partitions are proposed,just large open storage areas. Public comment was requested and no one spoke in favor of, or in opposition to the request. Two letters of support from direct abutters were submitted for the record. Findings of Fact At the hearing of June 27,2012, the Board unanimously made the following findings of fact for Appeal 2012-033, a request for a special permit tiled by Christian H. Swenson to expand a preexisting nonconforming dwelling at 110 Nyes Neck Road East, Centerville: 1. Christian H. Swenson petitioned for a Special Permit in accordance with Section 240-92(B) Buildings or Structures used as single-or two-family residences. The petitioner is proposing to construct an attached garage/storage addition that encroaches into the required setbacks to wetlands and Great Ponds. 2. The subject property is located at 110 Nyes Neck Road East, Centerville,MA as shown on Assessor's Map 323 as Parcel 011-001. It is in a Residence D-1 Zoning District. 3. A Notice of Intent for the project was approved by the Conservation Commission on March 13, 2012. To mitigate the encroachment Into the 50 foot wetland buffer,the Petitioner is required to restore an area delineated on the plan of record as'proposed mitigation area'to a natural state. Extensive invasive species will be removed from the area and replaced with native vegetation. 4. Section 240-92(B)of the Barnstable Zoning Ordinance allows for expansion of a preexisting nonconforming structure used as a single-family residence by special permit where the expansion intensifies the degree of the preexisting non-conformity and does not conform with the bulk regulations in the district. The existing structure was constructed in 1975, prior to the adoption of the setback regulations from wetlands and Great Ponds. 5. Site Plan Review is not required for alteration or expansion of a single-family residential structure. 6. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 7. That the proposed expansion will not be substantially more detrimental to the neighborhood than the existing building or structure. The size of the house will not be inconsistent with the size of other homes in the neighborhood. The vote to accept the findings was: AYE: Laura F. Shufelt, Craig G. Larson,Alex M. Rodolakis, Brian Florence, George T. Zevitas NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2012-033 subject to the following conditions: 2 .t Bk 26553 Pg 166 #44111 Town of Barnstable Zoning Board of Appeals—Dedsion and Notice Special Permit No.2012-M—Swenson 1. Special Permit 2012-033 is granted to Christian H. Swenson for the expansion of the preexisting nonconforming residential structure at 110 Nyes Neck Road East, specifically for the attached addition of a 10 foot by 14 foot enclosed walkway, a 20 foot by 32 foot garage/storage addition and a 16 foot by 32 foot covered boat storage area. 2. The addition shall be constructed in substantial conformance with the plan entitled"Wetlands Permit Plan—Proposed Addition"drawn and stamped by Baxter Nye Engineering and Surveying, last revised April 25, 2012 and the construction drawings entitled `Swenson—110 Nyes Neck Road East' dated April 28, 2012. 3. Provided that the property is connected to an on-site septic system, the number of bedrooms on the property shall be limited to three. 4: The development, use, and maintenance of the property shall be in compliance with the Order of Conditions issued by the Conservation Commission. 5. Further expansions or additions to the dwelling and non-water dependent accessory structures shall be prohibited within 35 feet of wetlands or 50 feet of mean high water on Bearse Pond. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Laura F. Shufelt, Craig G. Larson,Alex M. Rodolakis, Brian Florence, George T. Zevitas NAY: None Ordered Special Permit No. 2012-033 to expand a preexisting nonconforming single-family dwelling has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Laura F. Shufelt, Ch it Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decisions and that no appeal of the decisi n has bee ed in the office of the Town Clerk. a4�.• �.: . 3 Signed and sealed this day under the pairfs a4of. pequry. ; w; I 11 9. , •Q ��N�...... - inda Hutchenri er, Town Cl *** Ao 3 ����aa,,..�•`• i . AbuttetrReport Bk 26553 Pg 167 #44111 L"5%' 1 Vl 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): 1232011001, Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 12 Close Map at Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed cityst atezip 232007 TRUST BARNSTABLE LAND PO BOX 224 CDTUrr'MA 24652/136 02635 232008 KRAMER,G CENTERVILLE TRUST 148 NYES NECK CENTERVILLE, 12964/278 RICHARD,TRS ROAD EAST MA 02632 SCHOBEL, REDERI 232009 295 ANAWAN REHOBOTH,MA OF STREET 02769 24481/101 ESTATE ESTATE OF 232010 SCHOBEL,MARY C it NYES POINT CENTERVILLE, 22473/290 WAY MA 02632 BERGENHEIM, %SWENSON, 58 LONG POND HARWICH,MA 232011001 ELIZABETH M CHRISTIAN H& DRIVE ARW 16816/026 HEATHER D 232011002 HOOKER,MARK A& 73 ERIE AVENUE NEWTON,MA 22982/232 JOANNE K 02461 KRAMER,G 232012 RICHARD& 148 NYES NECK CENTERVILLE, MICHAEL R& ROAD EAST MA 02632 1362/928 KENNETH 232013 CROSBY FAMILY LP 445 MAIN ST CENTERVILLE, 22096/329 MA 02632 232078 KRAMER,MICHAEL 148 NYES NECK CENTERVILLE, 1580/249 R&G RICHARD ROAD FAST MA 02632 233021 MURPHY,THOMAS P 109 WAGON WHEEL FEEDING HILLS, 24 23 1/2 1 3 &JULIE A DRIVE MA 01030 233027 TYLER,GAIL M 56 NYES NECK RD CENTERVILLE, EAST MA 02632 233035 BERMAN,GEORGE LOT 3 NYES NECK RD 431A DEDHAM ST NEWTON,MA 7809/020 M TR RLTY TR 02159 This list by bell does NOT constitute a certified list of abutters and Is provided only as an aid to the determination of abutters If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 6/1/2012. T r mhtml:file://QAMap Parce1\232 011 001 Nyes Neck Road East 1101ZBA1CertificationlAbu... 7/10/2012 t Bk 26553 Pg 168 #44113 These Public Hearings will be held at the Barnstable Town Hall,367 Main Street, Hyannis, MA, Hearing Room,2nd Floor,Wednesday, June 27,2012: Plans and applications may be reviewed at the Zoning Board of Appeals Office, Growth Management Department,Town Offices,200 Main Street,Hyannis, MA. 1. Bat LEGAL NOTICELaura F. Shufelt,Chair Jur Totnml oF:aaRt+srasLe Zoning Board of Appeals ZONING 80ARD OF APPEALS NOTICE OF Pl1BLIC HEARINGS '_;;' `r ' pNDERJHEZONINGOR0INANCE l 'JUNE27,2012-.' To a0 person§Iritarested gl,br,atfecled;by the ac4'ons of the ZOnitg:Board Of'Appeal§ you,ale:hereby,rrotlrled:'ptltsuard. 10'Secjwn 11:of:.Chapter_40A of the.'.:General Laws Commomirealth of Massacursets sand all amendments therefor- % TOWN OF BARNSTABLE 1hat:a pUbfio-heedng'9n Ble follwng appeals wdl be held on ZONING BOARD OFAPPEALS Wednesday,Jtfmd.27;1012 at the time indicated I:' NOTICE of PUBLIC HEARINGS 7:00 RM Appeal No,-2012030 Amenled MOtudeln}15h UNDER THELOSIN2ORDINANCE RBetty,Tru8012 t To an persons interested n or aaeded by the ac0ais of the JOfln M Falarxi,89 Tnutee of the,Mountain_Ash Really Tntst I zoning aoard of Appeals.you are hereby nggfie4 Pursuant fiaspeti0on¢dforaSpedafPertrlRlnaoc0rdancewltti'Section240 'I 10 Section 11 of Chapter 4gA cam allCen ral Lars hl Me Commonwealth of Massachusetts,acid ag amendments thereto, • .931B)Nonconfomjing bUddlmgs_Of swctures not used a§SinglO-,Of_�l hat a Putdie hearing on the rDIWMpg appeals wl be held on _ two.faiitNy dwellings The Petitioner s proposing to eonstrlrct an Wednesday.June 27,2012 a the ttme Indicated: ariactied storage;loom on an;exlsting:...., .. to staff to endow' ; 7:00 PM Appeal No.2012-030-Amended bwunlaln aan the Octtdoorstora a area Ttie oddition vri0 interLsity.ttie:bWI(in's..; Raalh Tmat 9 9.. John M.FaeccL as Trades of Me Mormtain Ash Remy Trost noncorifdimulgsldeyardsettiackThlspefitionamen.sa'request naspergoneeroraspeclarPanutma<owaanDewl�nsaoron24o r 93(a)Norsconforming buldings or structures not used as single-ar fOr:a_�Sp@f'd.I,:RP.fTMt>o: age a nonconfarmin9.USQ4RanOdler. t.,,bo ly dwellings.The petitioner 11 proposing to construct an - r1onGOnror, USe and expend a:prer3X{§lIng noncoldOrimlrg u58. attached storage room an an existing carcrote slab 10 encrose .. •The P.etitloner also1seeks 6 estedish that the former;ognhador's the oeodoor sterage area.The addi6onwN cdent iy Me building's place Of DUelnl3§S was a IaW(UI'.pfa el Lflg IIOIrC0I1f0rllling U9B Of noncontrmbg side yard setback.Tins pMMoe amends a request the`roe and to establish(tie parameters of ihef use So-that i lot a specw.Perms fo change a nonconromdng use to annner ... p P nonconforming aseand expand a preexisting tonconformFg use. . the.piopgrty may ma.nue'to.be able to tie:Use d as a port.ctor`S• The petitioner else seeks to establish that Ma former conuactor's place of tiustne53,:The property Is IddAted lit1189 Ritelier s Way, piece of business was a lawful Pre+x e0ng noncaotoweng use or . - the pmpeM and to aslablisl the Paremeters of that use so that .. - :- Hyirn is MA as Shown on'Assessor s,.Map 27.:as Pa.= 082: Me property may contiime tome able to be used as a cantactor's It is 10.1he Residence G1 Zoning Dlstnct:and the Groundwater place a1 business,The property Is located a11199 Pgeher s way, Protection Overlay Djstnd - nHyann$, as shown on Assessors Map 273 as parcel DMZ. 7a05 PM eel No�20'12-033 Swenson s m ResweMe a-t zoning District and the proundwalet An ApP Protection Wetray olswcL Christian H StNenson,has peDDoned for a Spepal Pemut In 7 06 pMAppeal No,2g12-033 Swenson accordance.vnth;Sectlbn 240 92(B) NO.ncoMoRNng buhdings Christian H,swensonhas'peDTanea for a specr+l Permit in or strcxdtnes used as-singlti and two faIII residences The': ac ordance with Section 240.9216)Nonconrorm n9 buMmgs or suucturos used as single-and hvafarmb residences•The petit{oner seeks'fJ to: a garagoAtorage addition that does patgrorter seeks to construct a 9aragentmaga addfion Mat goes fl %..meet the required setDackS tram Wellands at �great'porsds,.'" not rrceat the requited setbacks from wetlands and great ponds, - -` - '- but shell be no rJbear to the we0ands or edge olMe pond then Me but shall be no doter to the wetlands or edge of the pdrld tlran the ; exisrmg dweNnp.The subkm P�M a located at i10 Wyu Week existing dtire/fi�in��g,,.Th;�,e,1�subjea propeAy is located at 110.NyaS NaCI( Road East Centery 1p,MA es shown on Assessors Map 232 26 j; ad.E..aSt-Cents Y,ae h(A aS ShOHRI, AssessW Map 232 a9... .. parce1011-0Ot.B is'm the Reddenro 0.1 7ankt9 District. parcel 011-001.It IS in the Residence 0-1 ZOltimg DI51tiCt - 7:10 PM Appeal No.2012-024 Emerald physician Services, . 7:10 PM Appeal NO 20t2 034 Emefiald Physit ten Setvlces, Emerald Physician SeNiws.Inc ties filed an appeal of an -admini.balbe ofeeisrs decision pnsuenl to sect-on 240-12516) . Emerald Physuxan Services Inc has:filed an appeal of an`.. lt)and Massacna:em General Lawn.onager 4ai.ISe and ls. .. - The Aaimout proposal,to operate a professional medical ot0ee10 adminisbradve of ciat`S dedsico pursuant lit secdoh.240 125(B.) a 2.50D square toot building located In Me Servree&Dbddbutfon (?).and-Massachusetts General lzws;Chapter 40A;�§p and I$!;',. 1saD)Dl+lkl The Appelant is'Ppaafmg a tlebm na5on of the. The AppdMdrd prgposes to operate a protessional:mefical otflce in ' Budding Comrtdsse Sao Mat Zoning Inal medical since uses is not PanmOtea m Me SaD Zoning DatrieL The subject progeny is - .42,GOO.�fxquare�foot�Dullli'mg lOCated ill�le Service;tJrQ......utiom;. - rotated a13880 Falmouth Road,Marston$Migs,MA as shown on .. .. _.($8D)Dlsind The Appellant Is'appeafiilg a detertnlnation of the:. A:sessor•e Map o58 ss Parcel 03g ooz p i$m Inc ago zoning Bujld"stg CorfiMo*ner th at protesstpnal medical(office i)3e Is`; District. . , i7 rick. Appeal No.20M12-038 72 South say Road Nominee . not.Permitted in Ore.SBD Zomng Distdcti'The subjed'proPerh! located at3880EalnioulhRoad,:MerstonsMflls,`MAesSf10W[)On` Trust RobertShaMansky and John Mt£Minmey,asTdstaesolthe72 ._....,,.._.-.........,_,.._.s.pa.c ...-� - SouthBaYRoadNomineeTrus4haveappied fat a variance from . AssessaT S Map.058,as Faryet 039 002 {t)S in.the S&fJ Zonblg:, Section 240-0s(DL mldmum lai size M Me Reaaace Prokction DlSgiet t Oseday Oisbiet and Section 240•M13(E) site yard setback 7:15PM Appeal No 2012-038 72 South BeyRoadamfnee'.i requirements m Me RF•1 spina The Petmonara are proposing T'rlf8t to reconfigure Me tit lines of three contiguous residential lots •_ conaistm0 each of eppmximetay one sue of upland,and aeate :. •,Robert Sfwdta'rlsla and John MoElhlllrieyt a9TrusteeS Of Ule 72 two larger and more conforming lob coniarmng.Mspecth*1.96 SouOrBay Road NomIn ee'Trtist,have applied Ior A vadanoe hem acres and 1.71 acres of total land area.Fanner relief h regaesfoa Secflora2403fi(R)mmimufnlotsizein:theitesouiceProtectloo strict aomMelsrootedeyatdaetbaekrequlemenlm the RFa72and . .-� ••. ".... far an existing Piet The subject Pr4Des ere located a172 and oVCtfBy D1StrjC.l 3Rd:SgAon 240.1 E) Side yard _SBtbaOlr!. 92 South Bay Road,Ostarwge,MA as shaven an Assessors MOP . regulreffn4b jif the RF=1 Dlstild the_Pr9tifloners'are proposm9.:' 09a as Falcate 042-003 and 042.001,They am in me RF-1 am to;reconfigtae_f lot bnes'.bf thrge cc>tiguoµs tesidenrial'lots: RtsoarceProkcioaoyerovoNUicL comae Bch:of s imately:one acre of arid;and create..; These Pobk H¢adnps unit be hew at Me eainsbbla Town .. t� - PProx, , ...:. 'Haq 3BT tdain Sbeet,Hyannls,MA,Hearing Roorn,2nd Floor, .. two larger acid f iOtE oonfpmling lots soli ai"It>q,'f?ePactlaetX 1 96_. Wednesday. June 27,:2012. Plans and dPProalWns may acres and,l.r/acres 4f total land area:Fudtiet refief is requested be mvlewed al Me Zoning Board of Appeals ONca Grovdh iiom1ha15faotsldeyandsetl7adcrequ&emeiftlrrtheRFlDtstritit . MamagemarY oepemnent, Town oMaes, 20o Mel, sveet - .. Hyannis,MA. .. for an existing pier lire auDjed propefties ere IocaDed at 72 and= Laura F.snarero coal 92.South Bay.Road,"Ostervfile,MA BS ShOWn On ASS®S, -S Map`I -The ear sb61e Palfol 7oMnp BoardofApQeab 093 is.Parcels 042-003 and 042-001.T1teY art3�!r fh8 RF 4'End::., June 8 and June 15,2012 Resource Proletrlon theday�lstnd --. 3 _—_— These Pub�c:Heatmgs gn0 be held at the Bamstabte ToWri' A C Halle 3b7JAaiR.Sfreet Hyannis MA Headn¢Room 2nd,Floor ' REGISTRY OF DEEDS Wed' lone?27_2012 Plaru and raQppyatlons'rnar 4� A TRUE COPY,ATTEST . . be revlmed:at the Zof!Tng Board_of_gppea ,QNice, GrbwlD ? • Menagtgtnent l Town Offices+ Q01 Ma�tree�., vJ` " r "Ds Trachal'r F JOHN F.MEADE,REGISTER ' jLonaird pfAppe �ha Bad'gslaabwt ,lyne$anti�u �2012. � S BARN REG1$TRY OF DEEDS Town of Barnstable ® �J� �1 r� � "qp �'� Regulatory Services ,,, , Thomas F.Geiler,Director �tQ ► 1AIWbTAgLE, : � Build1 . ��f 659. g ing Division Tom Perryj Building Commissioner � C 200 Main Street, Hyannis,MA-02601 www.town.barnstable.ma.us ; Office: 508-862-4038 Fax: 508-790-6230 PERMIT# O `J CJ� I� FEE: $ t SHED REGISTRATION }, 200 square feet or less v Location of shed(address) Viflag M Jul � `mot �el>tiS �. � Property owner's name Telephone number Size of S e Map/Parcel# Si e Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 5:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICAT16N FEE. ,. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. ' I I THIS FORM MUST BE ACCOMPANIED BY A r PLOT PLAN j Q-forms-shedreg I REV:05201 s . :50 ..y s t is t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel (J v"� Application # Health Division Date Issued 1 Conservation Division to b-t,rjfrv�v^exd'X, Z Application Fee Planning Dept. Rob, Permit Fee ,Date Definitive Plan Approved by Planning Board 1 )WSJ J 3 Historic - OKH Preservation/Hyannis 0 Project Street A�^ddres's 0 Al'�59 .rveck_ Village t �1� �� �;�� wA Owner lr j�,�j �,l ` � � Address 51A A45- Telephone � t Permit Request C'fqGoTi ue tlac o v-ey" f.w`rt,.A-J/Cc U00l)- ;, ( T'ey A— NJ Square feet: 1st floor: existing JW0proposed )L-0 2nd floor: existing ® proposed Total new Zoning District Flood Plaines Groundwater Overlay Project Valuation 1 001 W Construction Type u. 0 d Lot Size` Atrr-e_ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family JZr' Two Family ❑ Multi-Family (# units) Age of Existing Structure M �S Historic House: ❑Yes No On Old King's�H Yii�hway: &Yes 3 No . 'k Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)- /VTro" Basement Unfinished Area (sq.ft)" IJ Number of Baths: Full: existing_ new Half: existing new r-n Number of Bedrooms: existing"hew Total Room Count (not including baths): existing _ �-- new First Floor Room Count Heat Type and Fuel: kGas ❑ Oil ❑ Electric ❑ Other Central Air: &Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes dNo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size ] _ Attached garage: 21 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ld o If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name TNd d Telephone Numberdj- Address I�.1) /i l`� yeck- W License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION D RI RESULTING FROM THIS PROJECT WILL BETAKEN TO V `� SIGNATURE Yk DATE A13 l ' Ir FOR OFFICIAL USE ONLY f APPLICATION# DATE ISSUED MAP PARCEL NO. i ADDRESS VILLAGE iC OWNER is DATE OF INSPECTION: FOUNDATION FRAME INSULATION I . FIREPLACE ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0 ,113 t r DATE CLOSED OUT ASSOCIATION PLAN NO. y .si L,: Department of Industrial Accidents oflnvestigations--- _ ' 600 Washington Street Boston,h1A OZIIX .. - www.massgov/dia Workers' Compeiasation Insurance Affidavit: Bnffders/Contractors/Electriciaas/Plumbers A licant-Information PIease Print Le ' I '.Numb(Buns' essJorganiMtion/Ind viAIV / Ci /State �S Are"you an employer? Check the appropriate'bog: Type of project(required); 1.❑ I am a employer with 4. ❑I am a general contractor and I employees(full and/or part-time),* have hired the sub-contractors 6• ❑New construction listed on the attached sheet. 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- . ,shipand have no a Io ees These sub-contractors have mP Y 8. ❑Demolition working for me in any.capacity, employees and have wo=kers' 9. Building addition . [No workers'comp.�insurance commp.insttrance.t ❑ g required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or,additions 3.�, I am a homeowner doing all work officers have exercised their El g repairs or additions _ - g 11. Plumbing r myself. [No workers' comp, nght of exemption per MGL 12.E]Roof repairs insurance required]t c. 152, §1(4), and we have no employees. [No workers' 13:0 Other comp.insurance required] - *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing aU work and then hire outside contractors must submit a new affidavit indicating such. ° $Contractors that cbeckthis box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have . employees. If the sub-contractors have employees,they must provide their workers'comp•policy number. t am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site. information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500.00•and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a against the violator. Be advised that a copy of this statement may be forwarded to the Office of" Investigations of th IA for insurance coverage verification I do her . .�'fy the pains and penalties ofperjury That the information,provided abov is true and correct Si Date' �►{ r . Phone#: F only: Do not ivrite in this areg to be,completed by city or town offzciaC n: - Permit/License# hority.(circle one): Health 2.BandingDepa"ent 3, City/Tovtn Clerk 4.Electrical:Inspector. 5.'Plumbing Inspector s on: Phone#: . J. oFs�roy, -. .. . • Regulatory Sem'pes F 4 Thomas P.Gerler,Director Y MA59 ,. � =659. Building Division ar� Tom Per Bmldin Commissioner. s r3'� g 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 " Fax: 508-790-6230. HOMEOWNER LICENSE EXEMPTION PIease Print DATE:.- 1', JOBYLOCATI011' ( T.tirym) Cam~ number street-.. . village "HOMWWNER" Al, sllehgaw name home phone# work phone# CURRENT,MAILING ADDRESS: WL city state zip code The current exemption for"homeowners"was extended to'include owner-occupied dwt1him of six units or less,and to allow homeowners to engage an individual for.hire who does not possess a license,provided that the owner acts as supervisor. : DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures; A person who constructs more than one home ina two-year period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be . responsible for all such work performed.under the building ptrmit (Section 109.1.1) The undersigned homeowner"assumes.responsibility for compliance with the State Building.Code and other applicable codes,bylaws,rules and regulations. j d • ed"homeowner"certifies that he/she`understands.the Town of Barnstable Building Department ection procedures and requirements and that he/she will comply with said procedures and ofHo�meowner .Approval of Building Official Note Three-family dwellings containing 35,000 cubic.feet or larger will be required to comply with the State Building_Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner.engages a person(s)for hire to do such. work,that such Homeowner shall-act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) Ttiis lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons..Tn this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many_communities require,as.part of the permit application, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the lastpage of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certificationfor use in your community. Q:forms:bomeexempt Regulator_y_Services -- ------ ----- RAtMrABM NAM g, Thomas F. Geiler,Director `lEaNu►t" Building Division Tom Perry,Building Commissioner 2.00 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038. � . . . � � , . � - Fax: 508 790-6230 1•' o ' i„ t Pfo �Owrier Must pY <. Co plete and Sign This `Secrion,,_ , _,If s' A Builder as Owner of the subject ro. l P p�Y heteb7 authorize to act on my behalf, in ail matters relative to work authorized •p this building Permit (A dress of Jo Pool fences:and alarms re the respons ility of the applicant. Pools V, are not to be filled or utiliz d before fence is stalled and all final inspections are performed d.accepted. i Sjyafr,re of Owner Signature of Applicant Print Name Print Name Date QFORMS:OVINERPERMISSI0NP00LS 62012 s .. - I ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7_34 Parcel SEPTIC SYSTEPA ARUo,,Permit# 6NSTALLED IN GOAW Date Issued Health Division �zj'�,� WITH TITLF j ENVIRONNIE � - � Conservation Division 1.S�CU (� J_crlvr iYP, T®wN IV1/��.. Fee ,. . f� E Tax Collector .. -� .�� Treasurer 711G 'vlJ. Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1/0 CIA f .S /& C Village CZ-Al��VL`l� Owner 47c >,,W_ 40647m�_,A Address Ild ,(!frr c� Telephone Permit Request 6lS 7_1Vr, A;1&2W LieM Q Square feet: 1 st floor: existing aS proposed 6 2nd floor: existing 7a6- proposed J-7%5- Total new sQ Pi- Estimated Project Co �� Zoning District Flood Plain Groundwater Overlay Construction Type 00ob AAMC Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 94 No On Old King's Highway: ❑Yes W No Basement Type: ❑Full ❑Crawl 29 Walkout ❑Other e 6L-n/ .i o A7i Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing / new Half:existing _ new Number of Bedrooms: existing_�� new _j Total Room Count(not including baths): existing Orr � new�_ First Floor Room Count�Z Heat Type and Fuel: ❑Gas Oil ❑ Electric ❑Other Central Air: ❑Yes kNo Fireplaces: Existing New Existing wood/coal stove: 04 Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name L�' zoo .b 144V C a Q Telephone Number Address &Z License# C S 00 71 q . �eNS218&— 11V 0 a 6 Z Z Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �DYU,5 7;_--AZ SIGNATUR DATE FOR OFFICIAL USE ONLY - PERMIT NO. DATE ISSUED . MAP/PARCEL NO. ADDRESS - VILLAGE - OWNER ; DATE OF INSPECTI( FOUNDATION FRAME � .y � • • � � -- ; INSULATION" T.. f FIREPLACE. ELECTRI'CA7 ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING \ , i ►' DATE CLOSED OUT ASSOCIATION PLAN NO. I I 771- 9�00 X,2�9 Tasb Z=b(eoaelaaed) . Pro"iptiv.PadraW for aas and Two-Family Ruida=W 11.01,E Hand with Fool Fade f MAXIMUM • N1179mUM Glazing Ccilin Wall Flow R., Stab 1101ni6(C00iin8 ' U-vatae= Rrvalt R-mdwl RrVW..j Will Per Elliacocy, Padraae ls�drrer tivall� . 5701 to 6500 HndaS Derleeo Dam Q1 12%. 1 0.40 31 1 13 19._ 1 10 6 Normal R 12% GM 30 1 19 19 1 10 6 Normal S 12'A 0.50' 31 13 19 1 10 6 B AFUE T 15% d36 3i 13 2S ?VA WA Normal U 1.5% oA6 31 19 19 to 6 Normal t'i ♦0 . •••• Wi. !S AFZJE 1�7Y IL44 30 ■+ �.+ NA •�.. W 15% 032 30 1 19 19 to . 6 u AFTIE x IV/. 0M 31 13 25 WA WA Normal Y IVA OA2 31 19 23 WA WA Nord Z IVA U2 31 13 19 10 6 90AFUE M 1a'/. OJO 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY. //® ✓!9 ��5 '"lob G� ' 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. 9-0 t 4. %GLAZING AREA(#3 DIVIDED BY 92): S. SELECT PACKAGE(Q AAA-see chart above): a NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR AP OVAL: YES: NO: q-forms-1980303a (" 4. r?s ° 2r+t nla E BOARS � DOOR 5GHEa11.E C QUAD.I SIZE T`(PE DE.5IC, F F-MAGP.W,S I 5 2' l.•>e G'-G" 1-11 r�C�E D Co P L r.I E L j 11 V L I 2-O"xLo-�d {-I►NCaECU Co Pa1JE.L. ,_ AF 3 1 2�-4� + !o'-(i`� N1u.1 �EL'U l<• Y ANEL. • -•n1T,w��.. ;i �i:C_t_•�,. A. 2 151FO1 D 3 PANEL '+2 CC7K iF1fcATwltJ� _ I7 1 Co'-0"><V�-8° Fi11JC�EG �JWitIC��jET)w000 4 5TUP�jt`'. ' d'OG. . -N OTE `a'-p,. H,Cj Q N OTE.S III GO ,UGT10NHA�..�.. l'�� IN Gp�a�Owy�-LANCE vJ+TNE - _ 'f O NA clwuG o DD E { 1, 2. 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Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Aealm11- Type of Work: �E ('0ASi7?C1Cicy 422) Estimated Cost Address of Work: //C 7 X"/y S Itle'lce A Owner's Name: )09E72i �16'6 Date of Application: I hereby certify that: Registration is not required for the.following reason(s): Work excluded by law rlJob Under S 1,000 Building not owner-occupied [30wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner n Date Contractor Name Registration No. OR Date Owner's Name N, q:fbmis:AMdav The Commonwealth of Massachusetts Department of Industrial Accidents Office oflosestioadefts 600 Washington Street .=-.`s;; Boston,Mass. 02111 Workers' Com ensation Insarance Affidavit name D,0116 4C Ai 5 L12 location city �, / �� (�a G o� ohone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one worlds in any ca achy I am an em /Dyer providing workers' compensation for my employees working on this job.: ::.: :::.:::::::: ::::..." company name � ° f insurance co. cv#: ::.:,: ' :.. , ... .. ... ::.... ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: .: :.. .::.:. com any name. >:::<>:<:;:::«:><' address.. ..:.....:.::.:.::..:::... _..._.......::.:;...................... ............... ........ ........................................:... ..................-.............. ..................................... ....................... ....:.....................................:.:•::........ .. ... .. ... ... ne City' b�10 X. �:y ii ':.:':;:;:; :ti;:;:.:.ii:.:�:.:;}'........viii'i:.... 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O�ICP#...,..,::.«:.::::.;:::.;;.;+,?;.:<,;:::>::.;:.,::.;:,:::: :,.^^....:._,.:...::,... . :. address: .. ::::::.:::,:;....... ........:............................. .. ..... ... ... . :.. ........... ? . . .Ii. :::> iphone: s: oli Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I undetstu d that a copy of this statement may be forwarded to the OfIIce of Investigations of the DIA for coverage verification. I do here the p ' enalti o perjury that the information provided above is truce and correct Signature �� Date Print name �liUl b `T� official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectrnen'a Orrice [3l3eaith Department contact person• phone#; _ ❑Other- (revised 9/95 PIA) HOME IMPROVEMENT CONTRACTOR x Registration 102026 Type PRIVATE CORPORATION Expiration 06/30/00 LEDGEWOOD MANOR CORP. & 238,ID E. THOMAS ADtMUISTRATOR OLD COUNTY RD r '? :E.. SANDWICH.MA 02537 ` . � ✓1e �oman¢o�ruea� o���,fT,�; .cr�dac�cc�el(d LIE PAP.l'm':!!l. Ui i,iiplli; µ' TPUC.iION `;PPF,';)..)z liumb�l: r,I,ir <. Pirthda(r. Restricted TA, O7 COUNl'r R? Giangregorio Robin From: Traczyk Art To: Giangregorio Robin ( ;✓ Subject: 112 & 110 Nyea Neck Road. Date: Friday, September 22, 2000 10:48AM Robin: A request was made to me with reference to the above addresses (Map 232, Parcels 011.001 &011.002). 1 have reviewed the1985 ANR Plan and the original 1915 plan. The home on Parcel 011.002 dates to 1928- predating zoning. The home on Parcel 011.001 dates to 1975 and was on another lot at the time of it's construction. The RD-1 - district required an area of 20,000 sq.ft. and no frontage in 1975. No upland requirement existed in 1975. The homes were built according to zoning at the respected time (that statement excludes the garage structure on Parcel 011.002). The owner of the property had the rights to create the two lots in 1985 by the ANR Plan - based on the fact that two homes existed. A search of the ZBA records show that no variances exist on the property. believe that the two lots may be sold individually or mortgages separately. This subject does not cover any conditions related to structure location as being conforming. Any structure.that is over 7 years old and that has a building permit should be able to exist under zoning. The use covered in this statement is that of one single-family dwelling on each of the ANR plan lots. Art: 4444 Page 1 Assessor's. map'and lot. numb A.. :.. g - pI �OF TN E Sewagf Permit':number a ... Housed number ....... �', �5.... .. c`c...P-c( Q ZooaaB B 9TaDL i MA86 t •t ,o�i63q. \e� TOWN OF BAR NSTABLE BUILDING INSPECTOR .APPLICATION FOR PERMIT TO Lcf t 6.... .. � CE n G/OSF '1</SI..� TYPE OF CONSTRUCTION ..... �k.l�Ic4 ...................... r // ......................... ............... i 1� ..G ........................1'9 3 0. . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according,to the following information: Location,�`�.. /L C'S V�+��[G ( � ry t l �� ` ....................................../. ....;.... .;.....,i.......... ............ .............. ....... ..... .... ........... ProposedUse ............. a vi.....Fa v-c-4...........1....X.. ...�� ......... ................................................... ................. 'Zoning District ............ .� "' ..................Fire District ...�t'i1� V vfY... ..• ......... Name of Owner ...... .....O/�Ci�C = ........................ �" ............�.....:�.�...�n. .....................Address S ��� � , Name of Builder ... ��.1.liG .G�G'.....�% c Address ..4..��. .... :.. a ...:.......... Name of Architect ...................................................................Address f XIS C_CL w,/ C0rC V&Xs Numberof Rooms ................................................Foundation ............................................................. ......., ...... Exterior // ...Roofing ......................%..4 .t� e. .............................. . .......... q 5 ...... Floors1.,�.` ...........:..................................................Interior ..... J ...................................... ........... Heating .&izAt............................................................Plumbing ........./.9�.C'.........................:...............,...:...:........: �?.� � fir- o ...A Approximate Cost Fireplace ........... .......................................... ........... pp ..............` .... .............. ..... • Definitive Plan Approved by Planning Board _______________________________19_i_____. Area �... ...: / .�,, Diagram of Lot and Building with Dimensions Fee .,( �"'"".......... AI SUBJECT TO APPROVAL OF .BOARD OF HEALTH � IS z r. .. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ". I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... r' Construction Supervisor's License ....... .p ''.`SYAN, LEONARD 25847" ENCLOSE DECK No .:.. Permit for. .................................... Sa erg.]a..Tama.l ...pWe.IIT ng.............. Location .'J jl). .Nltez...N.P—Ck...R6Ad.........�s. !"• 4 +; t -. �, _ Critervl l.]a........ .. ...... f •',::-- "'� �see••" Y � �'� I� `� Owner/:.Leonard..BA'an........................................ I ' Type of Construction Frame - Plot ............................ Lot :............................... " r December 6(,- 8*3 ,X Permit Granted ......19 r -Date of�Inspection ........................... lr,9 .t ' Date jCompleted ,/1 1j .k �_ ~. �.� -y � • '7 � Jam,... I"✓ '.Y: r � .� ., R i• ,�i. r^• ��. - fin`! y - "'-- NOTES ANDMAT"IAI %PF.CIFICATinNS - i,� ,o LAY-E.WE glJgqU%T � � ). All workmanship to conform to the requirements of the Massachusetts State building Code, ,f latest edition. 2. For site location and grading information,see Site Plan by Baxter@ Nye,Inc.Osterville,MA. - - - - latest issue. _. 3. Existing building dimensions shall be verified by the Contractor prior to construction. 4. Provide sufficient temporary bracing and shoring to permit the safe installation and completion q v HD , of all work wit } j0I'Ql rj 2no FL,LEAkIHG�•y4l FL.- - �' o hour damage to property,.the existing house end houses on abutting lots,and , ,JI2O✓�=N t'Lkt a without jeopardizing the safety of any person(s). Temporary shoring of roof during pile —----- I t installation required. Rernovt Decks and Roof prior I.pile inslallarlon. Z i 5 Assumed sod type for determining wd strength is medium dense sand E(Y •(/,y ^ • 6. 11t i-lPile, ASTM A572 with minimum yield strength of 35.ksi,and minimum tensile 9 4 sF�>'V ,13j'` _ strength of 60 ksi;double hot dipped galvanized. Embedment depths shall be determined based on torque I'or the required tonnage shown on the plan vertically and horizontally. ,F 7. Concrem Minimum 28 day strength,Pc=.3000 psi,314"aggregate,designed per American a Concrete Insutute Code,latest issue,max.slump 4". - v a.)Steel criuforsinB.bars: New billet steal ASTM A-615,Grade W. Provide 2 q5 Top of p �Q Foundation Wall. I�'4•x"I/2'L,V L °_ QO�. (N7Pl2nlopl' - '" _ b)Anchor-holts. ASTM A307 galvanized,1/2"diameter x 12".long w/2"hook,spaced at • 4'-0 o.c max Locate bolts either er side of door locations,omit bolts within door openings. Or5 ` .'f "� a � .. � -. S. :Ctmbsi Eranw:,,. - I - - aJ All new otber traung. Spruce-Pine-Fir No0.2,'with Fb,=f000 psr,1i-1,300,000 psi,or S h n - t 7'-d > better r f s - - b)•Pressure tceated timber(PT)! Southern Pine with Fb=1300 psi,.E=1,6W,000 psi,or - better 3 - - c.)Floor Joists I Series Trus Joist,manufactured by Trus Joist Macmillan;handle and install per manufacturer specifications,with all required blocking and bridging. d)Microllam(L V L): All Laminated Veneer Lumber,as manufactured by Trus Joist - .. - • .a^K t i-I .. d gr-PGJyf _ FNI-Vf /�LH,2+ - Macmillan,shall be 1.9L•ES with Fb=2900 psi,E=1,900 ksi,Fv„7'_90 psi,Fc�er--750 psi, ,y f. Pcyar-2900 psi. 5 i1ps e)Deteriorated timbers to be replaced in.accordance with the current Code requiremnts. • _ I a.T t 2a-4o Im d I¢ I Strop Tie connectors hot di galvanized,� .9. Cywlcctorsaud Fasten s: Sim son g dipped Bat ed,to be ' - Uf, e)Pi'GNCIi•:l4LL ., lax I am N h l �- c I 21 ikR I lM) Ni�T installed per manufacturer specifications,with all nail holes filled,with the size rail specified {- , -s r.L herein. r : . j `` _ (E)I!c",t:1Eir•Gf :a.)Provide Simpson Hurricane Ties 114 at each Flom joist to flour beam connection and rafir to top plate connection,. r ' r W f 1U. For house design and w ci struclurc requirem s,ent sac archiiecturalplani by A.M. s - .' + I. L� ^ _ - z IMfS✓N L(�[a/e • - ' x Michniewicz,Sandwich,MA,latest issue. N J �: _ -- _ • I I " - " x` .A I FA•fRID $:' P,T.2.•4 Fit sieE etF'�.P.-PiL t-flH-'A JD ill. addii onat nbbretiiations: �Z r , o. wf(Lf Q THC JPXX•y.e s:':E i EC<e PI s� (E.)indicates Existing Conditions r 0 , 2` d 5' X I - 2' _ (N)indicates New Work w y P.F,1-,TG P-e x - - Y i �I •L - --- I�-- f t L L — -- — - ;2 • o _ �C1 - 'I �T S y. El— ... I .. � 3 6�� 'vl. 9r• �'�•' LU6TnM L4d)r,EPSJ s Y.A,Tr•t A�� L1AL - To.WA L 3'CT:1jN• !d 4" rUtLiiYR) d:. HOL), - � �X04 Dom.. �HNf•;vi:f9 f ILE � 2 2,.., _ _ - PFDPC9ED-_FGUN7AT1oN UNf-�nrAgi G PLaN DETAI Suy(�eT, • y _ h _ It AHD C G49Vj aq*ED i rv,(I lyelf IC.= DWI.441L 'S r 3 J16JOIsf�REPIKEw�LV.4. • o - - e - NOTE:' CrNCREi.E HAY De};BUr.hL pl_t G•Y')PcneNTS A,, - - Y'rF•EL.'f ryttcN•Il;) q" rJr' PT.ors ?4AF ! —'MD err MF4l?• rcrZ 3 M. K ID 6AP,V-1 T'Y c ;c-r 1J,t4.VAL P7 rtf-PJ4{ - 4;L V L. Z#Sr�PJol'.T Wjfz fT-rP.) (;'f. 1-15LD �Ir1P„-011 'Ci3(a fo (�iivd C.reX,2Hllf•WOOD - - j a .ENDZuO M,e I�El31JIL1 Pji PIE R- EV 1E DIST.(TYF%) 2 Hn4•— 2 it 9 to JELSC IG'y� To 1 IATGN ex I ST;Izx s DD kl 1.5 EA.FA LE t Ts NPoi'AFY ExlvATtON- G 0 V x4, KEY 194, '�,� *-. _ F _ • �ct;4iLa ,�.�` �EI2t+EN �I M v.�sIDFrK.a; �aTHoUs� '� TfflieAL L)5TAIL 'oF HW(-AL EILE UF1E-SPINNING A- A `. �to,at c 112 NY s NEU� eCAD,C5NT�IZYILt� fi No la * NEw f�Nsi(UGTIoN �M0?ooen PIL =I,_ol A� TED .•o. "T ,. LE% - / // �, j /"'..!(� • IO.22--19 - �01�'�'90CYDtS 0. NUCHELE JC- TU:DOR, P.E. o �oUNbATIDt� pLAK — f.FPAIitS 4- Curizulting Siruelurof Engine— ryY95G-'9 H r c. +iHEl r1 z NELI-, 0Qv _a _ — 2 6 .� y XN i YOly _# I : a ,. a w . y -1 I . . y V i 3Jc _ _ cpQ MARK A. NZIE 57 32, a m � . w on, 9 a 1 M-9- -M- , _ G 00 r� , v lee g�� Cj/j7)l!jU- 1=oundation Ce rtifi C ation -in. Centerville, MA . Prepared For: Christian Swenson Assessor's Map: 232 Lot: 011/001 Baxter Nye 'Engineering & Surveyin9 Community Panel Number 250001 0005 C Registered Professional F.I.R.M. .Map Zone: C Engineers and Land Surveyors Plan Reference: Plan Book 405 Page 66 •78 North Street, 3rd Floor Hyannis, MA 02601 : Deed Book 16816 Page 026 (Bergenheim) Phone'- (508) 771-7502 Fax - (508)-771-7622 Owner: Christian Swenson Job Number. 2012-004 Scale: 1'p = 40' Date : 09-14-2012 D.E.P. FILE No.. SE 3=4995 . ` ESTATE OF FREDERICK J. SCHOBEL ' PRIVATE WAY S 87'44'10" E CB/DH FND WF Al-11 '! IRON PIPE 67.59'. S 82. 6 WF Al-.10 44 3� .N WF A1-9 WETLANDS FLAGGED JANUARY. 20, 2012 A M WF Al-8 BY LORI MacDONALD, M.S.; P.W.S. WF Al-7 BNES Q ? WF A1-6 0� � WF Al-5 c� m LOT 1Cr E MAP ;232 Ln PARCEL 011/001 1.0 ACRE - WF Al-4 o 0 HAYBALES u � `�La m FIELD LOCATION z DATE: 09-13-2012 g WF Al-3 WF Al-2 CB/DH FND y � Ot, WF A1-1 0. IV" AL ' ,L 2 3 co �•\wetland, EXISTING M ' WETLANDS FLAGGED FOUNDATION WETLANDS FLAGGED AUG. S LAG AL FIELD LOCATION AUG. 31; 1998 BY D.M. BALL, ENSR DATE: 09=13-2012 , BY D.M. BALL, ENSR . 7> ' � S��N U - ' OTT N4,�s. 1js ' �( EXI SnNc PIER l ART.0 � AR, � °� 0 O - N 3 v N/F a- MARK A. HOOKER, ET UX. v� O I SEE EASEMENT OVER LOCUS AT o DEED BOOK .22982 PAGE 231 N O • N W Li CERTIFY THAT TO THE BEST OF. KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON ARE cn ,. 0 IN COMPLIANCE WITH THE APPLICABLE. BARNSTABLE ZONING :DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ARE :LOCATED 1N RELATION *TO THE MONUMENTS SHOWN AND ARE NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. ti R w ELts > �/ THIS PLAN IS NOT TO BE. RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 2G87a ew / CtSTEQ` f�.sy N REGISTERED PROFESS NAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE �� y - i 1i -i Z 0 N O PDLE.112/45 , .;� t�.�,,, BAXTER NYE. - - ENGINEERING D.E.P.File#SE 3.4995 w ORDER OF CONDITIONS DRPIRES 3/23/2015 ESTATE.OF Q. ...FREDERICK J.SCHOBEL SURVEYING CONSERVATION NOTES: PRIVATE/WAY f . I.NO WORK IS TO BE DONE UNTIL FORMS A R B.ALONC WITH REOUIRED . I xa4.4. ��,423 1.•. Registered Professionol Engineers - PHOTOORAPNS ARE SUBMTrrED TO CONSERVATION COMMISSION. - - +/ / n Dnd Surve - . Y / iRox PIPE. Y� . - 2.TO OF WORK SfI IN CONSORT AI FUNTIL ES AND SILT OF PROJECT. - O/Y N 10 E -CB/ox MD OF T.T' MAINTAINED 1 AIR COMPLETION PROJEC F r Fl 0� NED N GOOD REP UNTIL 7 N Street-3rd oor C° 8 orMSt � z 3.-a COPY'OF 711E AS-BUILT.FOUNDATION PLAN SMNA BE DELIVERED 70 THE - �I. '` - :i�t - � a-E ,x.r�\ _ - ..:w�y /'On usetts I .. - .. - CONSERVATION COMMISSION. eZpg'S2 .,; 3 Hyannis,n MOSBOth � 02 a STONE DRNLTVAY IS LEACHING AREA FOR ROOF RUNOFF erg• 4 : - ,l,�,6, ...,1.•,A1'� +'w�...r p„1Y.� Phone s-(508)771-7. 2 60 Ile y i WF , ;-/ . _ A.. Fox- (508)771-7622 q. �..f3„!, :i J ? - .. ' - S.MITIGATION AREA IP BE MAIMAINED AS A NEAOOW. �'�' . PRIV iE_EEELL ,K1lNID5 ELATALD' n — '„ nW W:bOKfef-n)ECOm: W - BORDER IS DEFINED BY SERTING OF ROCKS, - I -a ,y x.rd M Locus Map Scale 1 = .1000 AANUARY.20.MIT STAMP STAMP BY Lw Y....LD.Y.S..P.W.B. .. .'i 8AmA NYE . )• 8\\\ -vim ENDNEERNG A:SUR 0 . GENERAL NOTES g4zz/.., LQT 1,' - .. z3LDa¢AIEAa coYaaAnor:: _. H �/ 143 MAO_23`2 .. o ASSEmKtT IIV PA34y , - M II bb V Tx�a O./ 'T I(ARCEL Q11 w¢ 0,1/DD I.?ACRE _ - .. .. . DD tf JIf]A1 5 .OAIIFR WI✓6MN 51RIm11 C'O N S U'L T A N T . i '{ 58 WC PorID OROF' AUG 2 6 2013 �\; J 14 NYFL%W D26A5 - .�1 ` JJ 3. PRDJELT BQRIWML A5 901M DK IIR PIAN a� .FI V///39.J/ �`� `I �3.: - !.)EDMNG 06TR.T:RD-,(Retl•^ti.lJ .. C O N SULT.A'N.T - � BARNSTABLE CONSERVATION. a b4 1 IIY.LOT BDAI a 1a' - - [ x321a RiVR YNA-So' SUE R IEAR YAW a I('/10' t"n�J A�If PRE PARED FOR:' - % j 10, r- _..- m`n�� - - w[mer aamcrs:RIm-a um mcs¢ream.Lsnuars /��,.�/ _ ©ayJ 1 S)A BBE StlEA1 N¢1W 9D!RRiVaRD i02 BAS 5>R F 4lFYYED VI11 IDYL _ Y W A,_3 AI Q m ff nBavRE A m t m6v v« eE�DB� D os 58 Long Pond Drive .: ✓ . (D0. - _ p - YJ BE nERBrt InE waeWml 9GIN¢BL4D al. AnYAAE RFOA - - dKK a> II IFnaYmF m a w s Rna Yo rcma Harwidi,MA,02645 MIW0S 9RY1 IISISPI IEEE CETI=R,a A iB.]EI I—TY. _ - _ ddd"' .� _ '(ttP:) H> / bEDs - - rtaiAAD er Burw a WW oc OBE R>K M=s m a.,weyd:Y I IL m M) ei4.miz BY DIRISR.WYE .. . r.)cadimlr wK¢raAax zs000i Dods c .. BE FlOW n9191RE RUE IYP OBK3 M NFA AS Z01E L A x01-IW/W AREA A B. - - fi% BEND 1 AT DP B q = BEARSE' . POND ••- V[.�\ �1 „ - :3 T 1/\ T e.) ENlmowllxrK Nmm� SEE BA—A N NY DIG. e� 1 _ '/ 'RAN FOR RO[,FAT C.[i�1�I �. Z ,�. � �i9.] - RENSFD: 1I - •9E¢MIDI M AiEA OF FSaWTFDIFBar OF AARE n1aIE iFA _ �f \ �., � � xlcw Yn 0.lW W.I.m,o tAOT4DD xaars a IYIE IInYr - � �� V J'`n. 36 6,'`j �> -1 '} 4�.>. T44.5 - � Fat V9:IIM BE W ImAOA IgORaWII K1 rsA.1AIp¢(JIO aR 10f.• —U.nd E' QR.2 - \3 /s ,,,. - _ .91E 006 TINT aNLIA'A OF1IED.NRYL r06L Rlt NEID YIP OCNaA 1,ml0 .. \ ) �.AA 32 k 141%, ky'. YAIBIFD NIII4 LOLLS' .. 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Z.•• IDGBa1 APPRW M POEYT M.YY-40B 15 M>/Y/Y9 Br'RYY6TABIE B(WO OF IEALM E ASSE=n AEC0�5 Ala IODIRD YMC IYBS AT IRS¢IFAIW R . _ / .. 1'.' y UBt<K S -�LAIr l .dmrtr PALS wmwrc a SFc(1rY1M1'aN,Q 9om1 En tII¢nAx IFA r611Y!Yrr a,m I' -•r'�• �'�.. DBOItM111oN NSEMD FmY YL1Ra1 NOIGI6 BYRE KE ND RE—9101NC�MXJIT - - ��. Ar LIXMI ARFA(M EIYI.alIA1F3PWQFNCE WTED.fWWin'N.m12). , AYNADIE AT.IIIS ATE PROPERLY 99MaD eY P,dYA,E,IEIL . _.-1. ✓, '.. / ...' , .. o...m,, n - +NIL aaD:b as FAOIAiEs-w'iws AREA ro1_ly-m,zL. _ ' 'v c M K'A.-H U). ' . .. SEE EASEMENT" OCUS AT . - DEED'BOOK 22982 PACE'231 1 ' 1 _ 9�,• :/ � /' .., SHEET TITLE n / Wetlands Permit Plan • _ �. Propose Addition / .. SHEET�NO WPP d - .. .. DATE:02/OB/2012 - II. POLE N2/4� J/ SCALE:I-v 2l)'CALE IN FEET - 11 ° BY C EDrcE JOB NO:ml>-0DI :CADD FIL-E:MIT_;IPPA °:,M1Na1}.uw,OrLL1c,°i,Nlimiwrr.enQ.b]LNLt 356N VM 11 mM - .. - - SMOKE DETECTORS REVIC Z7 2_ AL A.1 t EXf BUILDING DEPT. DATE : FIRE DEPARTMENT ,T DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING R -X 5 DUSK -- H .... ....... . .. -.. -._._._. �A. _ �51A �f , ......- F , cOLD S1 5 fir✓ �'l _. G _ . ........ _� . .. _ r ., _ ,,-._. �N...3 W/1-L5 L►�K�.G F1;; I _C3:_... ; c :. TptW �Sy �rs X O ftKc NG- _ 5 —stir:. ry __ _ .T__...__.�.__ _ _ _ Z3/2- : CrtEci- Sv 1JA%uN(s X T ... _...._ J ^ 3 v .. !l B7s',5 7- tt 1 I ° roc. - ^ . _ .......... - 1 / PIY,wn-Te-qrG,-_ . NA Ad itieiu loo n -17 J� _ yt COeMOM -M Fir rtn-�OIpE'Ilih�a -Ply :.s _ ur��x,zX� I 'll' �.�`5.......zx►2 IG ,Q-�. f v_g415—o CZ) �/<�/xrSrihra�rlvx�s - � --- _L_ --- -- 9P f _ �i0 �tit'�ST�' ti _ .' nn-- Ilk - v IMks— ELelj (1 j - .. _ 26IL 9 - -� -._ ly - - -- - � _�1 - f o. t :2 ly ._TNT.. Z .44A e m5T NfT:.RQt?fiLlNt �. )2 r �nN�wA - -- � JIRFAG).A i 1 I iw4 kA -17 LYS ltl P Jr ' 6 a \ A , i M LINE yFVIJEE f� 261 \ ; -- -- �! --.. a . i f ....................... 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SCHOBEL PRIVATE WAY Q S 87*44'10- E CB/DH FND WF Al-11 IRON PIPE 67.59' S 82' 8'25j`E 6 r' WF Al=10 Z� 101 WF 'A1-9 WETLANDS FLAGGED i; ib JANUARY 20, 2012 A M WF Al-8 BY LORI MacDONALD, M.S., P.W.S. Q ^� WF Al-7' BNES Q� 2 WF Al-6 AL AL WF Al-5 co C�" LOT 1 F .9V MAP 232 AL Ln PARCEL 011/001 - o . 1.D ACRE. WF A1.-,4,p Y O O HAYBALES AL � m FIELD LOCATION . z DATE: 09-13-2012 WF Al-3 a m d by � - 4 . O ..77 _ i • V, i -WF Al-2 F . CB/DH FNDii AL .y WF Al0. tz =1 QJ ALL 6+ AL ii\wetiand y EXISTING AL WETLANDS FLAGGED FOUNDATION WETLANDS FLAGGED AUG. 31, 1998 V{. AL FIELD LOCATION AUG. 31; 1998 BY D.M. BALL, ENSR' DATE: 09-13-2012 BY D.M. BALL, ENSR �.\ iL LLJ AL I #11Q 1 Ex�$77" OTTA� EXISnN PI G ER CART- 126) N 6'' `b Ir o 'I , . T r , a ,N/F MARK A. HOOKER, 'ET UX. F o SEE EASEMENT OVER LOCUS ATCD t ! DEED BOOK 22982'PAGE 231 O l a . a _ - `� I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN .HEREON .ARE • ° IN COMPLIANCE WITH THE APPLICABLE-BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK b� REQUIREMENTS, ARE LOCATED. IN:RELATION TO'THE MONUMENTS SHOWN AND .ARE NOT LOCATED ' • w WITHIN: .A, SPECIAL FLOOD HAZARD AREA. p R is THIS PLAN IS NOT TO .BE• RECORDED NOR IS,IT,TO BE USEDTO ESTABLISH PROPERTY LINES UD 29S7a Gt$TEg�� N REGISTERED ,LAND SURVEYOR'N BAXTER NYE ENGINEERING & SURVEYING.• DATE _ o ice° i2:' r t� F . Foundation Certificdtion in Centerville MA . Prepared For: Christian Swenson Assessor's Map: 232 Lot: 011/001 Baxter Nye Engineering & Surveying Community Panel Number 250001 0005 C Registered Professional F.I.R.M. Map Zone:, C Engineers and Land Surveyors Plan Reference: Plan Book 405 Page 66 78 North Street, 3rd Floor Deed Book 16816 Page 026 (Bergenheim) Hyannis, MA 02601 Phone - (508) 771-7502 Fax — (508)-771-7622 Owner: Christian Swenson Job Number: 2012-004 Scale: 1" = 40' Date 09-14-2012 D.E.P. FILE No. SE 3-4995 ESTATE OF FREDERICK J. SCHOBEL y PRIVATE WAY S 7'44'10" E CB/DH FND WF A1-11 IRON PI F 67.59' S 82' 8'25'�`E 6 WF Al-10 3Q Q WF.A1-9 WETLANDS FLAGGED / JANUARY 20, 2012 WF Al-8 BY LORI MacDONALD, M.S., P.W.S. WF A1-7 BNES 4� 2 i WF Al-6 /0 AL AL WF A1-5 &4t LOT 1AL t �ti MAP 232 L v' PARCEL 011/001 1.0 ACRE WF Al-4 o r 0 HAYBALES -c FIELD LOCATION z del,., DATE: 09 13 2012 WF A1-3th - _ CB/DH FND ";PIS? WF Al-1 �J off+ 31.9. AL b \wetland EXISTING M IL - WETLANDS FOUNDATION WETLANDS FLAGGED WENDS FLAG TLA 31, LAG \, AL FIELD LOCATION AUG. 31, 1998' AUGBY D.M. -BALL, ENSR '\ DATE:. 09-13-2012 BY D.M. BALL, ENSR AL W A � lb AL 7'> b 'IL Ek S77/v cYi 0 n•AG N times• 1js. �� EkISnNG P/ER CART I AR, ^� 0126) o I 41 N x 3 I ' i N/F MARK A. HOOKER, ET UX. o O SEE EASEMENT OVER LOCUS AT o DEED BOOK 22982 PAGE 231 N I O N W _ , S CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON ARE Cr IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK ��Of O REQUIREMENTS,,ARE LOCATED IN RELATION TO THE MONUMENTS SHOWN AND ARE NOT LOCATED WITHIN A SPECIAL FLOOD-HAZARD AREA. R� THIS PLAN IS NOT TO BE. RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. Ne129874 a, cn �,, GIs N REGISTERED PROFESS NAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N N O , PaLE#2/45 '-•' '. w BAXTER NYE `' - ` " D.E.P.File#SE 3.4995 �� 11 � ENGINEERING &- ORDER OF CONDITIONS EXPIRES 3/23/2015 ESTATE - FREDERICK 1.SCHOBFl. 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'�: - -. �, ..� y � .: .. - r ... .... .�. _ _ : : _ �$:t�Prc[�-xsa. .:�---�r.=� . .,. ..... ... � .i,.. t.. ... a .., .. -. -... - - �,. ": . ..- '. .: ,, '��� . i— -f•S�-�,5�1N6 !fh ... C.IYG. �. �n.. .�,_-.. �.: X(�P..�.'�f.. .....�..:�•. .... ;.:... o Q Eft :-I. - :: � ...._ � :�.'� ,"p b; '::4.s4. is , ,.: •.. p ... .. ':... ..'...P...���... .� �: -.. :+. :. - � ._ � � _. �. , •-:.: .7 �S y i 5 - � . . .. . .. _ � . ,i _ . . , _: �.1.�mi.� - �` ,_ _ • � �� C�- ,:,. }. _" BUG �.E 2Ql�� . .. � . �: t ,: : � ' .. - ,: ' .. `„ , ' : `. . . i M _:.. : f. :. ,. :. � . I N \ Z❑NES - - f BEARSE P ►iQ - A 0' !!FER PROTECTION � PM G.P. \,,NECK, MINIMUMS AREA = 43,560 S.F. FRONTAGE = 20' WEGUAG JET LAKE WIDTH = 125' FREDERICK J. SCHOBEL FRONT SETBACK = 30' SIDE SETBACKS = 1C' , x �RI VA l .0 WAY a REAR SETBACK - 10' I.P. S / BUILDING HEIGHT = 30' FND. 587*44'10'E C.B. O ( FND. LOCUS MAP 3( 1 67,59' 38C c08,25Nt j� - SCALE 1 25,000 �� 6,16, I.P. z ASSESS❑RS �� ` FND. J MAP 232 PARCELS 11-1 & 11-L" 45.1 z 45.4 \ ! O co t © 39.6 Q �Q CD a1 LCT 1 i 43.8 0 ; V / 43.5 / x " 4a \ 7.3 / \ .2 tree 35.2 40.4 42.7 4 � 42./ i �e. X 34.9 A 40.6 j w 38.1 X 37.4Z `� n .�• � �C � / h2 in 36.1 43.1 `. 1 x 39. ; r 37.4 - 42.9 6.1 * 37.0 BENCHMARK ` } 41.6 x TOP OF C.B. - x " EL. = 36.84' 36.2 cak f �� r; �6.2 \ � �#1` �6' ' 40.3 35.2 ji x 41.6 ` � '' 9 . x 39.4 44 42.3 oeecr _ wetland 6 `S 36.3 I � 44.9 36.4 \ \ ,/ 40.4#1136.0 t �4 2-14" oaks *ETLANDS FLAGGED 36.3 II a '( x . x 41.4; #5 x 4.5.5 AUG. 31, 1998 36.2 I / -� BY D-M. BALL x .42.2 '� #1C ' �42.,4 1 4418 �/ 5.7 FOR ENSR C.B. FND. x /43.: Q x 44!6 ! $ J^ 35.1 35.9 Sg I ( 5.4/ w 36.5#9 t #6 i 1 x 45.7 „ x Ai.2 / 39r 7! #4 --� � x 42.� 18 oak � e t i•l . t x's ; 45.8 1 C I I' �/42.8 f fa e/ n9 wetland CC 43.9 41 `j9 oc Vi ICLpc.iv GXtctl �c FZ �oU kGticYt J4(�t. �prrYl<r R.- �✓• / Ilk t'�I(AQ_ DG�-jC C4� 54rYt�, SIZG j 36.3 36. #7 APPROXIMATE I \ Cahr/aGta� ?r> pro�ic% 2 mu,. +girt 3�/ ?7or� ILOCATIQN OF ! 18" oak• x 43.6 41.d a'k, 3g cu.^ta�n o�c��t.,� �!l Garrsrr,�ct�c.1 ac��✓.tics PAPER/ WAY 41_ f Ater ,I I 38�7 w© . x 42.8 ` 45. x 41.6 35'.3 4.6 1 5 _ - 45.9 l i n asonrl • _ x 43.5 _ . _ I I I � �xt s h.v� (•'4 c r p RT- d�Z c'. v f i j 42.2 44_ 34. ,< REARSE POND a� LJ c,4+ ` o' F3°t' r I Nam- 41.7. 42,.V _ .8 �X 43.0 �4 _ ! 0.74' i `JC' x 42.8 I 43.0 // .9 //` ,X��//42.1 \ . e\ 8 �-x 40.2 , in /Lin Propos-rd 9� , _ ! idd • \ x 3�8 rn LO ' x 39.b\ I 41.7 cU 1.P. 34 FND.OFF 1.00' \ x 38.7 _ 38.3 40. 40:3 / #2/47 f= x '38.6 i 36.1 \ / • 34 % f # Q � � 39.5 ~ x 38.4 w `v Of 8.8 x 39.0 •�?1 x 3 Y 1 34. , #10 = LOT 2 38.0 U 3fY3 38.2 38.2 I.P. i. w�aGs FNDF D. pond location _ 8/05/85 n SITE PLAN �n AT #110 & #112 NYES NECK ROAD IN (CEN TERVILLE l BARNSTABLE, MASS. FOR r ROBERT C. EERGENHEIM / SCALE: 1 " = 20' DATE: SEPT. 8, 1998 � � TJA►Jc5�r2� 1GG9 GRAPHIC SCALE "7 EAXTER & NYE INC, J 0 20 40 REGISTERED LAND SURVEYORS CIVIL ENGINEERS '�STERVILLE, MASS, ELEVATIONS ARE BASED ON N.G.V.D. RC- DISC-] . APR)L Z� , 19 `J9 EED REFERENCE: BOOK 6188 PAGE 126. #97120 BAXTER NYE 1 \ V POLE #2/45 � '- D.E.P. File #SE 34995 t. _ ENGINEERING & ESTATE OF ,�^ o FREDERICK J. SCHOBEL ., � o � T r v Mo SURVEYING - CONSERVATION NOTES: 45. PRIVA TEI WA Y 1. NO WORK IS TO BE DONE UNTIL FORMS A & 6 ALONG WITH REQUIRED f I x 44.4 42.3 =; Registered Professional Engineers PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. / IRON PIPE wF Al-11 and Lana Surveyors - 2. LIMIT OF WORK SHALL CONSIST OF HAYBALES AND SILT FENCING - p / 4 S 87'4410 E CBAH FHD TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. Z / i 67.59' ` 78 North Street - 3rd Floor 8208'2 • Hyannis, Massachusetts 02601 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO THE / i x 45[i 5 E 1 6, CONSERVATION COMMISSION. / WF Al-10 - 45.60 45.3 37.0 f T - 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. _ °,�� e• T<.' f; \� Phone (508) 771-7502 / ,- '`� µ"`. ��„,.. �''� Fax - (508) 771-7622 5. PROPOSED MITIGATION PLANTING - NATIVE SHRUBS,• 3 GALLON POT 3' ON CENTER. / -" .//' " ��AiF Al-9,: vW `i' www.baxter-nye.com 3` / 5.0 ' PRIVATE MIL r 3f3.7 3� WETLANDS FLAGGED N x S �� ,W�' Al" 34.5 JANUARY 20, 2012 Locus Map Scale 1 r � 10001 STAMP STAMP M.S.. P.W.S.BY LORI MocDONALD, O F-�� !F WF°111E-�' 35 FOR BAXTER NYE �tN, N1.q �9\ x 4.8 ENG,yNEERING dt SURVEYING ��� T' cy�. / / t fl GENERAL NOTES 5 �� 1 3 f f WF Al-6 (� AL S 1.) THE INTEMT OF THiS PLAN iS TO SHOW PROPOSED ADDI IONS AT LOLIB d � o 3021 / � \ 11 / 4c l . 1 /' LOT T, ,' r'' r J' /// � 2) LOCUS AREA (5 COMPRISED OF. \SslOrd 43.9 ; MATS 232 1 ,' ASSOR'S MAP 232 PARCEL 011/001 m � / I PARCtL 4i 1/001 r 1- r DEED BOOK 26058 PAGE 250 PLAN B00HC 405 PAGE 66 cup / -�-6`_ i II 1.0� ACRE I ff �YMF7A1-5 ° CONSULTANT m i tt t 1 .2 a OWNM CHRiSTIAN SWENSON 1 1 g 58 LONG POND DRIVE 1 1�' >tree Y HARwiCFI MA 02645 r` m 3.) PROJE'LT BENCHMARK: AS SHOWN ON Tw PLAN 4218 < ° 4.) ZONING INFORMATION CONSULTANT 3 9.7 � �', �� � 4�.5 � I II ,� �E: f or, , 2.E� 1\ ` 1 `' =',' i �Illc ZONING DISTRICT : RD-1 (ReddwW) �- 7' t tt t t 1 q < 141 �41 g Q tl +t tt t { tl ' x 35.2 CURRENT' iV#" ZONING REQUIREMENTS. 1 tt ' t i t ; 35.2 MIN. LOT AREA 87.120 S.F. 41.0 \ t t t t t + WF A1-4 € MIN. LOT FRONTAGE 20 < <. 0 40. 4,.0 MIN. LOT WIDTH - 125' SHRUBS I , t i , �� �►IlC FRONT YARD - 30' SIDE & REAR YARD - 10' / 10' PREPARED FOR : t t Q41.`* It E x 3 6 It 9.6 ` It OVERLAY DISTRICTS: RPOD, GP AND ZOC SALTWATER ESTLURIES r ,,;,�N r 42N8 t �+ 5.) A TITLE SEARCH iMS NOT BEEN PERFORI�D IT?2 THRS SiTE F DETE7t!/�D Chi liili� e�On �t40.3 04i `t 10 BE NEfE5SAR1'. A HIRE SEARCH SHILL BE;'ERFORIED BY OTHERS 9 `� tMUMMU eh 57.3 _4 - �' �' ' �t '1 WF Al-3 -o '11° 58 Long Pond Drive Q ` s.) THE PROPERTY LIE WMIATTON SHOWN 6 BALD ON CLNBZENT AVMABLE RECORD 40.2 r Harwich, MA., 02645 _ .6 3c 7 I �� i, ` t 37. NE0RW110N OONSISIIiG OF PLANS AND DEEDS. FRUIT TREES t Q RAISED GARDEN '4 3 `. t� , 1 t ` h ( ) g4 I 1 ` / ,6EDS ' `� ` _ THE DO BY 11 RES SHOWN HEREON WERE OBTANED FROM A PREVIOUS SURVEY 0�,� I�P•8 I t ti� 2n tree l 3 BAXiER NYE NrC (SITE PLAM` DAZED SEPT 8, 1998-REV. APR1 28, 1999) VYF Al-2 AND AN LApDATED SUNVEY PERFORIED ON JWARV 20 & 24, 2012 BY BMXTER NYE `i- J beef 36.6 ENGIN EIW & SURVEi'NNG. `41-0 k '�` 7.) COMMUNITY PANEL NIAtIBER: 250001 OOOe3 C m �� `ti i R THE FLOOD NVRR44M RATE MAP DEFWES THIS AREA AS ZONE C. A NON-WiZ40 AREA � 8 BENCHMARK AT TOP CB/bH FND N N /,' Q - jj 1 x .1? ` \ �` +` ��� B�'ARASE POND EL 36. \ $ Y , \ ( ` I 8.) I SEE BAXTER do NYE, INC. 0 W t 1 ----- 4¢.9-. • �w ` 4`WF Af � 4 •SiTE iS NOT WITHIN AN AC.EC. (AREA OFMnCAL 0MR0NMEMTAL CONCERN). 'LAN FOR ROBERT C. BERGENH N.1 i8.7 '+ REVISED: APRIL 28, 1999 �, Z w� `g? _ ~ C. tt � FIMPOSED • SiTE iS WITHIN AN AREA OF ESTMMiED KWATOF RARE WLDLFE PER --- \ p, `'s. y6 6 t I / /Ifit �� .,�/T OF WORK AMSP k* OCITSER 1, 2010 'F_STINTED W8rAT5 OF RATE M'LDW- o�� 7.2 ' i 144.6 44.5 + ++ It FAR USE WITH THE IM WETLANDS PR07ECT I i'LT REGUAT10N5 (310 (MR 10).' 1 •SUE DOES NOT OWAIN A CERTIFIED VERNAL AIOL PER N ESP WP OMM 1, 2010 71 7 ++ 1 wetland `y a4 , 44 \ \ �= ?. Y 7 0 32 0 . 14�t k� 'CFRTIIED VEJNlIAI. POOLS' '�` + \ + •SITE IS WITHIN A PRIORITY HABITAT PER NFESP WIP OCgW 1, 2010 7faa 11Y ,� . RAISED GARDEN -gn I PROPOSED 16'x�2' ? WWAT' OF RARE SPECIES' FOR SPECIES LW? THE 94SSACHUSETTS ENDANGERED N ` BEDS I �' , �--_`T , 44 �BQAT STORAGE i a \� -�� `�,\ \�`� \+�\ �I � 3 PROPANE TArN/( 10 BE _ SPE�"S ACT, F U 706 (321 CWIO) PH 136& I + P 1PANE RELOCATm PER UIL.ITY Ii I 10. o \ 1 SPE TCAITOINS •SITE IS WITHIN A STATE APPROVED ZONE I GROW WATER RECHARGE PROTECTION AREA \ UV I \� •SITE iS WITHIN A ZONE OF CONiR6UTHO�i TO A S 707ER BMW (BARNSTABLE B.O.H. WETLANDS FLAGGED \ AREA '/ �' 1 x �� i� �I' WETLANDS FLAGGED EEG. 360-451 N 11 ' % ' I5.2? ' irF AUG. 31. 1998 AUG. 31, 1998 1 �� I BY D.M. BALL ' 0 --�' BY D.M. BALL FOR ENSR II ' i I Ni- FOR ENSR ) 45 6 i"K 9. Ui1LiTY INFORMATION Sf10WN r 1v I cE CO / PROPOSED 20'z32' GARAGE � `, q F' �, WiTH STORAGE LOFT AMW • THE CONTRACTOR SHALL CONTACT DiG SAFE(Ar 1 _M_SAFE) AND 1/1M MPANfIILS TD LOCATE (� • i 45.5 // IA U T (4' KNEE WALL) ALL DOSING UTILITIES, AT LEAST 72 HOURS AXR a THE START OF CMSTRLICTHON. THE LOCATION OF T� / i I C/ DQ5IW UNDERGfiOUND NNFi?ASIRUCiUF� UILFES, CONDUITS AHD LIVEN ARE SHOWN IN AN APPRO)HWTE 4 O I WAY ONLY, WY NOT BE LAVED TO THOSE SWIN HEREIN AND HIVE BEEN RESEARCHED BASED ON THE w /O Allc. AVMABIE LIMY RECORDS NOTED HEREON. 1Ha.'COMM AGREES iD BE FUJ.Y RESPONSIBLE FOR J cc 1 I I 0 ANT'AND ALL DAWGE'S WHICH M GHT BE OCC A VNED BY THE CONTRACTOR'S FAIUIRE TO LOCATE SAW) ~' 18 oa�C 3� #1 t NFRA57RLICTURE AND UiLIiIES EXACTLY. F FED CONDITIONS OFFERS FROM PLAN IFDRWT0 THE I•- / I 1 / CONTRACTOR SHALL NOTFY THE ENGM MfDNTELy FOR POSSIBLE REDESIGN. Y EXIS H- Z .illlc i ! 45.7 � 45.6 m CpTrgC G � v PROPOSED 14'x10' E W BRIDGE CON EC70R F . , _ (OPEN AIR BELOW • EXISTING SEPTIC SYSTEM INFORMATION UBTAIED FROM SEPTIC SYSTEM INSPECTION REPORT BY w 4) I / 3g 9S_ BETOLOTTI (REPLACED D-WX). ON FILE WITH THE BARNSTABLE B.O.H. - I / i LOCATION APPROXIMATE: PERMIT NNO. W 408 ISSUED 7/9/99 BY S RWABLE 90ARD OF HEALTH. O Ro °a� / • PER ASSESSOR'S RECORDS AND LOCATED TAM(, HOUSE AT WCUS IS HEATED BY a ° LIMM T NE Alm EX/SnNG P/ER ART-p _ • PROPANE s, M 126 UTI.T Y POLES. PRIMARY & SECONDARY SERVHCE SHOWN ON TT'NS PLAN PER NSTAR MAP DATED �. ASONR JA NUARY 25. 2012. Y STq/RS Z 0 • MFORMATION RECEIVED FROM VERRON KCATES THERE ARE NO RECORDS SHOWING COMW i I ^� AT LOCUS AREA MA am& CORRESPONDE:iCE DATED JANUARY 24. 2012). z i z _ • TOWN WATER iS NOT AVM.ABLE AT TENS S'TE, PROPERTY SERVICED BY PRIMATE WELL z a ` • • �r • NATIONAL GRID: NO GAS FACILITIES NV THE,AREA (01-19-2012), V3 w < a N w N F M K A. HOOKER, � UX. N a 1 p C o SEE EASEMENT_0VER LOCUS AT f DEED BOOK 22982 PAGE 231 N m / 3 Z SHEET TITLE I � 2 Wetlands Permit Plan - Proposed Addition ( -0 SHEET NO I e \., / D A T E : 02/08/2012 1 \ 20 0 20 40 POLE #2/47\ e1 SCALE IN FEET F SCALE : 1"= 20' DRAWN/DESIGN BY: MTM CHECKED BY: "RAW J 0 B ti 0: 2012-qG4 C A D D F I L E: 2012-404WPP.dw I