Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0011 SOUTH PRECINCT ROAD
;� r � :;� = ; . a ,. .. , ,_ ,..� , '..- ,. .. k .. .. Y.. r t &. - _ .. ;. A.. _ _ o c. � .. - � ., i __ o ., n ,. � u P� #�` #�� � e � _ o a ,. .. � F 'a .. °a. ® - V ,. _ �'� k o ,{ i .. - jD _ ° AAp E r '. �.,;j W .. ,. ; r - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 11 D Parcel Application # - l0 ' J 3 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee ` Date Definitive Plan Approved by Planning Board 1,(jVl Historic - OKH _ Preservation/ Hyannis 1� Project Street Address Ii 1 S©y`Tff f ICIAI Cl- 2O Village Owner I-YPIV Ng COS7_Y Address (A Sot TH Gkf CI NC! Telephone J()?' (o $S - S TefS Permit Request (-AM ILy "OM I N `bA SEmr_-n/T Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 01 00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other A, Basement Finished Area (sq.ft.) Basement Unfinished AreWt_) Number of Baths: Full: existing new Hal fz�,xistiloe� C O new Number of Bedrooms: existing _new V4/0 ,ce Total Room Count (not including baths): existing new First FIdo%om 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 ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION - _-- (BUILDER OR HOMEOWNER) - - - Name _ t �AC� Telephone Number ° b S S g g S Aiddress It 50 0TH 9 PLCINCfi �-O License # imp Home Improvement Contractor# Email Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURE DATE I 1 1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PJ-UMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - Town of Barnstable Regulatory Services dF Richard V.Scali, Director Building Division Paul Roma,Building Commissioner KAM 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION (�DATE: Please Print VU !! J ! p . JOBLocAnom SUTH number street village "HOMEOWNER": Pinrg O H COS T?1- 50&-- 6 8,S S name home phone# work phone# CURRENT MAILING ADDRESS: ( ( S o V TM F-0 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. . DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A ` person who constructs more than one home in a two-year period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and • r " emen " ` Signbhe of Homeowner 'Approval of Building Official i 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 E%ENIP'ITON 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." , n Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our.Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community.' Town of Barnstable Regulatory Services K Richard V. Scali,Director. ►`� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I , as Owner of the subject property hereby authorize to act on ray behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. i Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOIS 31��tg'b�e�f t '�rrS�rl a��et�rl�lt Tice ofadrs. w Y Y 600 W47S rrigiM Shreet r " Boston,MA!12.UI tVFIJR4d.7lJffs�,gdP1F� ' Warlmrs' Campensatian Insusfce Afffifavit llmlders(Edatr trs.ElR u cinsl lx tiers APPEcamilufarzmathm Please Prim f ITame - P-Yf,)N W Ce S ►�9 I Acl&e= l l SO V `r q P FCC'[N GT -KO f. Are you an employer?Ozeck the appropriate bay - Type of pro ject{rex}uire4-' L❑ I am a employer widL 4..❑I am a'gerre coairact6r and I 6. egr. ra employees(fall andbr par"me * 1mve hired.tite 2.❑ I am a sale propsietar argartaw tided oathe attgcbed s I- ❑Refi oHeliag ship and ham no empkayee&. These sub-eomfractots have_ S_ ❑Demalifion mo&ag brae in any a andhm wod:are Camp-iDSX 1 9. �Building ad�ifior: [No • - 5. E] We are a cmpomfion and iia 10-❑Etecfd6d repairs or a,d&G= I . 3. I ama Iomemmgr doing al waae officers ham ammised dmir 1L0 Plumbiugregaiss or addifions sz�€[No ems'Camp 1 Q- 12❑Roaf repairs insuraacereqnired-]E r-M§I(4-)6 andweem.haveo' r's employees.[1rTa s` `�n ems-incrtrance ] ,'Amy qPHcxz&fiMIt IT, bos gl mast d—W Mootthe sec ioabetaa slsa de-svrmkog-maap peHcgi ML. #S=MUWV rssdao submit bus afiidamZM&C tMj&ey zmdamg rnwc c sad&eabim oami&c amst m*mitanespxMdsert mdira6n sacs_ C&mtMctpgfzt E-h—Ir this boot=st attar:h aa:sd dwzi#gtben—of the says-ca smd stda ar=tk se eciitigsbsM emplo} es Ii tbesccratra�+*�b�e Hof ffiegmnsClaavideSwodEmecm xqL policy mmrbez lam art eriipZer tIk tis pr4vfi&rg workers'cu p resatirrrt irtsurascs ar My empk}TCxt B-*W is fltepaicy Md}ab srts �,�mz+s�fias. n Iasznce Compaq Name: ^ x r Pnficy41Cr Self-isrs.7ic.A ' ul3ate Job Re Addre art C g to Atbeh a copy of the warkere cbM*CLPeW2[fiaagolicY ded ra iaa gage(showing the poficy number and elpir�,D date), r Fame to sectey--coverage assequueduudes Sew 25A o€MGL a 257-am lead in tiie iIItpoSi6M of caimimal peMlt%es of i fine up to$L50D-00 mWor one-yearimpfismm2ent,as well as dvil p-alge ja the farm of a STOP WORK CIRDERand s of up to$250M a day agaiast fhe violafur. Be adcdsed tnt a copy of tbis zbkmerd maybe fxvarded ta the CffW8 of 1mvwEgatiom ofihe DI4 far snsur�ce coverage v f rfa her. " andw tits andpmalfter gfpwj ey f iatflie ir�far npe"&Cd a T h Eros and carrent bate- Pfianeo �� �T3a tort r�rets to f€tis lea,frt be ar�pTeE�by cifp irrt�rFu p,;�`rcrat - . City or Taw= Fernftfficeme# AZE&'w it J (CRde One) d c L Board of 314%d& M' 3.fi*-Mown.Clerk d:Electrical hispectur 5.Pbmmbing Tn pecilur Conte Person: PIEanE : - 6 lJ: " ,.i■..�•A - ■�- .t:••i� �•a•t iti .I �+■■ta ••�.R 1• .1 t ■- •••1■1�R I.1■■.•�!■ �■••la !•t t•" . if■tl. �- '•• i ..'R•. it i• ■ :■./•\i t1■•� ter. r.1■1. :r • na - 'ar ■.nI u u t. r_unc- _n it.■ • • n■�• :�. au7 �.. • ■■■n �• n■: a -••n.:.■ • ■ ��f. r •� •ilm�\ : .n n n• m c rr■ n�R ur. _�.■.rr=n•■ .0 ■• .f■•n .7 •n i -•r• Ginn •1 _n• •.• • n n - • ■■" a•1 �•.n• �+■1:_�• n : •u anal n•�- _..• u /.m■: i■ _ - - - u■a rnn •• n• :;nu ••�... :•.. .r i.- i a -_ • ■ ■ i- • :.1 n[ • n•. ■-1 ■a.1h•1. -r-�-\r.Y.■••7. •1 •••�. - . •••• • •• 1•■ .•1 - ■ • Not- ■• of■1 - ■.:.1 tr1 i ./1:r •■.i■Il :.l• -•1• wY•- i■ ■■ .1 t• • rn•_.n ■ ■• • 1 1[ ■•ai. • :t•••1�+ t• i■n• •• .�ih na 7. •• ■•.■1■Il:%■..■M' •1• ■ ■\^[•• •1 •.■1 •'\■. •It rI . ■•• 1■n� ■••w • ••l. \• J •■.•• • a of •■1 .■r.•1 liVr..■1 �. -la ■ I ■• •ir:a• ■ • .a i;l■.r .•■.1•I • •iar.�• ■• •- :■■ i:lala • _ ■ __ ,■ • �: - . ■- .f t ■• I \- _ ■ Ia,Yt1 ter. ■ ■. r•f ■ r r • 7• \ .■ _ 11 ■. - r•ir••. • • \I • • ••n.■: 1 I � .-t•ate+ f-ti. un■� !• ron.■.u■••i nt \• .n• ■ IA \■ n r. f r■ Y m ■-I • ■.a ••n■. nua :rri■r■ - •:+\ • •»n. .n m e•- n n a■ 1■■il to 1. .t■• r•■ ■ M In ■■ •irl!■•.■.1.r" • • !■ .a:1■ti ■- •iiit ■ ..��■Ili■ Ir !•- ►\alt .Mna .1at[•.•1 ■ • ✓. . i i■- ■ r1 i .•n t.- r•►1i. [a.[ .1•• I• •••t YI••_1■•■ .n■ ■ n n a• 1■t a►• Y.■I •no:nt�. • nnPi• .■ 1 - t•i3■.a�i • •.■ U� •• ■• i■.a• i• a• raa •'\•.i r•Lnr�t••%.•Il .■ •1 :\■r- .n n � ••i. ■_• _ �•• 1i■ _a "• n. n _ ire. •1 n. • •an■nli■ n n- �r•.1m�+n • ■m a •�.ar. I• M•. t•.[■I.It alt . n ■t .■.r- ••� - I ■ .[ - tt Y_ • - .t ■ ■-'tl- - ■[• ■• ■[• ■• ■ r" -■.■■■i■ a. •- t n 1••'■ ■t_. [■- .la••✓■•). ■I \I' ■�'■na • ifa r i11a: �•a" fit ■ ■ [■- ��'•.■ •It i\ a u ■■ •nn�a r_•aa• r a 1 ■ r r.l n i•.I w 011111 n' nnu•i r.1►■ r" •- - n n _u .+• - nnn r� n• u- .n n••n•_n" u- ' i - ■ n - i■_I u- .■i■•_ 1 rnuo .•r :n• ■•Iasi• i,• 1. �■:. n■r•1 ■. r • •�• .. r n .•■lnu • n [0■_ 1 !• .. a 01 ■n n as :;n ■. Yi■► • ••..■:.nm .: n r.nc ••r _.. •.n: a n■ r ■ ntm•i ••am •• I r •�►• - i,■ ■Inn■M a •Min a■ :n •■ .nt - • . - 1• 7 A. n� r r■n 1 ua • i• •■ ■nn 1 •n �••. 1 n■ r:■u n■ a■ r:■aft n .■t •l•tea 'i:t ri - :n r arn_ _ •I •• ANN. • i[■_• 1 ■. CI- I■7 Pnu •.1P. a• • ►�• '� ■- . i■•.• 1 n1 • illia • 1 ■ ►il•�" n a am 1 a• :•�■ a .n •■Yu..•.. • ►Nn■n •■_ •il■nn - ■ . ■■ • ■ .�.•:t\•lt •••\ • .7 I■ •1..• •1 N _• .r•r •l ••r r.\r� .1••It :.•■ ■■• ■ ■■ . •- ••■ •a i.a•1■ f• -t not as a•n .w r r•■N■" _n• r. nnn r �• 1 ■Y�� "■ ` rrY BUILDING DEFT. v> - • TOWN OF BARNSTABLE ct v = -- .. rj Ln ` Uo 2 M ; 03 1 In r! 0 r_h?i t ' fS BUILDING DEPT. s kA BUG 15 2016 i a, 1 t TOWN OF BARNSTABL E l � r• tL v. zi V, S C i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 14 Parcel I4o Application #Q"w Health Division Dat Issued // 'I S Conservation Division Appli'o tion Fee �1 Planning Dept. Permi ee �5 �/y Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address o T tc`N, 0 Village CEriTE F-v I U-6 Owner Fb"I DKd,oS4 Addr 7/N''► Telephone w— ,rqr Permit Request uo U A l g X 1 L oh to 5ASFM&T Square feet: 1 st floor: existing q 64 propose 0 2nd flo r. existing �® proposed Total new y� 3� Zoning District Flood Plain Groundwater Overlay Project Valuation 5000 .°° Construction Ty Lot Size 0 -`3 S A S Grandfath d: ❑Yes No If yes, attach supporting docum ptation. Dwelling Type: Single.Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 1014 Historic House: ❑Yes No On Old King's Highway: ❑Yes [�No Basement Type: M Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 1 Number of Baths: Full: existing L new 0 Half: existing f - new U Number of Bedrooms: 3 existing ® n(ew Total Room Count (not including baths): existing 9 new I First Floor Room Count 3 Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing O New Existing wood/coal stove: ❑Yes I(NO Detached gar ge: ❑ 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name t`� Telephoner�4m- ber Address j 0 i4fy P96pcl, License # Home Improvement Contractor# / Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � SIGNATURE DATE 3 3 FOR OFFICIAL USE ONLY APPLICATION# j DATE ISSUED + MAP/PARCEL NO. .. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE - t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s 'l. �tyo� Town of Barnstable s Building Department - 200 Main Street * sAMST"LE. * Hyannis, MA 02601 MASS 9�A 16,9. . (508) 862-4038 rFo n�°i Certificate of anc 0ccu p y . Application Number: 201403025 CO Number: 20150015 Parcel ID: 148140 CO Issue Date: 02105115 Location: 11 SOUTH PRECINCT ROAD Zoning Classification: RESIDENCE C DISTRICT Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: STANLEY, DEAN F. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Sig ed TOWN OF BARNtTABLE �INE B 20140*3025 W BARNSTABLE, *` Issue Date: 08/21/14 P` ' MASS. �Ai639. Applicant: STANLEY,DEAN F. Permit Number: IB 20142207 rFD NIA'1 A Proposed Use: DEVELOPABLE LAND Expiration Date: 02/18/15 [Location 11 SOUTH PRECINCT ROAD Zoning District RC Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 148140 Permit Fee$ 969.00 Contractor STANLEY,DEAN F. Village CENTERVILLE App Fee$ 100.00 License Num -35037 Est Construction Cost$ 190,000 I Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY HOME WITH GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL' ATTACHED INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: KERAMAS,JAMES G BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 554 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT.CONVEYS;NO RIGHT TO OCCUPY.ANY STREET ALLEY ORSIDEYVALK OR ANY:PART-THEREOF,EITHER T ORARILY PE '-ENCROACHMENTS ON PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDINCCODE,MUST BE APPROVED,BY THE JURISDICTION:tfSTREET.OR ALLEY-GRADES A$. I;AS'DEPTFI AND LOCATION.OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS;THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUED b ISION . RESTRICTIONS.'. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. i• t 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6'•INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY, WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. ' WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN.SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. } PERSONS,CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). � o �. OR �5 - 10 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS R/ 2 2 ( , 2 zz )110 /L4 4e we�,� 3 i3Frvj his 1 Heating Inspection Approvals Engineering Dept Fire Dep 2 Board of Health (��o55vka� C� 4-/ ��ls jolw!5� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel Application # o aS Health Division -, Date Issued PA Conservation Division Application Fee d Planning Dept. 6 e� '�� ��,�c p�Q 2� •. .� : .o�•�� Permit Fee Date Definitive Plan Approved by Planning Board AC Ills _ 0k Pep--7-P Historic - OKH _ Preservation/ Hyannis Project Street Address f Village C e,��Ce�0 • � AS'S Owner _ �C'A rl� Address A-"`- ti Telephone o$' 5- __Vk(ov F Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed �l(a Total new .Zoning District Flood Plain Groundwater Overlay Project Valuation i 0O 0 Construction Type ac Lot Size '3 o Grandfathered: ❑Yes allo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure N.`Q->Q Historic House: ❑Yes *No On Old King's Highway: ❑Yes [-No Basement Type: l*Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) ® Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new 0 Number of Bedrooms: "— existing 3 new _ Total Room Count (not including baths): existing new First Floor RoomlCount = J Heat Type and Fuel: tAGas ❑ Oil 0 Electric ❑ Other ec Central Air: 0,Yes ❑ s No Fireplaces: Existing New Existing wood/coal stove❑Yes No 035 Detached garage: ❑ existing ®new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing .a new size_ Attached garage: ❑ existing 4-new size _Shed: ❑ existing ❑ new size _ Other: k Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If ye site plan review# p Current UseJr \ItA Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4eATue, � e- Telephone Number_ t<��' p Address — U AY� License# o 3 50 Home Improvement Contractor# � Email � AT-k� 13Y 1 L�4-Wlt�, G/0 Worker's Compensation # U %- 4tS&q Onb ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Cj &0J i SIGNATURE DATE AL1111 `✓ iO (4 r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED, MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: - FOUNDATION j FRAME (o INSULATION b ?, FIREPLACE ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING 21h1s DATE--,CLOSED OUT f ASSM ION PLAN NO. w RIC'HIES INSULATION INC, 111 OLD BEDFORD ROAD WESTPORT, MA 02790. 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE AD ISED RI IE.S INSULATION; INC.INSULATED THE FOLLOWING JOB: ADDRESS: O: (C TOWN: PY� e�UiIC2 35 1��,,y�. ` can` e n n CONTRACTOR'S NAME&_INFO�eah , 3 Uq C� THE,FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: TYPE C O, THERMAL ON,DUCTIVITY PER]NCH-i AREA THICKNESS R-VALUE CEILING x, WALLS. STAIRWELL - BASE. CELL GAR 9F CEIL _ .. G.H. WALL '. CRAWL OVERHANG CATH. WALL CATH. CEI W:O. WALL FOUND. WALL BLOCK/RU,NN. SLOPES JO '�a., P/V THANK YOU VERY MUCH FO Y UR COOPERATION IRTHIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS OLE SE'CONTA T PHONE.NUMBER. INSTALLER: RICHIE'S INSULATION,INC. w Building Air Tightness Test.Fora Customer Information j Building and Test Conditions: Marne D.F.Stanley&Sons / f Address 359 Lijahs Road Date �I ` • City Centerville,MA.02634 i F$ne -•�a` State/Zip MA. � Indoor Temperature Phone 508 428 3466 j_.- .-Outdoor Temperature Email ( Floor Area ! � i 'Volume ` Suildine Address (if different from above) #Bedrooms Street 11 South Precinct Wind Shielding City/State Marstons Mills,Ma 02648 j Comments: r 2; Test#1 rest Depress Press Depress Press Pre-test Baseline Pressure: p (PA) Pre-test Baseline Pressure: {PA) Bdlg Press Flow Ring Fan Press Bdlg Press Flow Ring Fan Press (PA) Installed (PA) Flow(CFM) (PA) Installed (PA) Flow(CFM) 3 72ly } `� Post-Test.Baseline Pressure: > M> PA) Post-Test Baseline Pressure: _ (PA) Fan Model/SN, BLS-3 26631 Fan Model/SN BD-3 26631 Results: cy Results: CFM50: CFM50: ACH50: 'ACH50: Tester's Signaturer l [date 1 fa!/ 5- / U /. HERS Rater Marne: Brian McCormack Certification plumber BER 0038/8655942 HERS Rater Company: Coastal Energy Audits PO. Box 849 Marstons Mills,Ma.02648 774 5218924 HERS Rater Provider: Building Efficiency Resources PO Box 570 North Creek IVY.12853 JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE,MASSACHUSETTS 02632 FAX NO. 775-6029 TELEPHONE 771-9300 e-mail:John@Jwkesq.com AREA CODE 508 June 6, 2014 Thomas Perry, Building Commissioner Town of Barnstable Building Division 200 Main Street . Hyannis, Massachusetts 02601 Re: Lot 23 and Lot 22, Plan Book 281, page 73 Assessors Map 148 Parcels 141 and 140 19 South Precinct Road and 361 Nye Road, Centerville, MA Dear Mr. Perry: I have been asked to render an opinion whether the lots shown as Lot 23 (19 South Precinct Road/Assessor's Map 148, Parcel 141) and Lot 22 (361 Nye Road/Assessor's Map 148, Parcel 140) as shown on the plan recorded in the Barnstable County Registry of Deeds in Plan Book 281, Page 73 combined constitute a buildable lot for zoning purposes. In response.to the'request, I have caused the records at the Barnstable County Registry of Deeds to'be researched. I have also reviewed the Town of Barnstable Zoning Ordinance. Based upon my review of the results of the search of the records at the Barnstable County Registry of Deeds and the Zoning Ordinance it is my opinion that Lots 23 and 22 shown on the plan recorded in Plan Book 281, Page 73, combined, constitute a buildable lot for zoning purposes. This opinion is based upon the following: . #J 1. Lots 23 and 22 were created by a, 1973 subdivision plan recorded in the Barnstable County Registry of Deeds in Plan Book 281, Page 73 (see copy of plan attached hereto as Exhibit A and Assessor's Map 148 attached hereto as Exhibit B). 2. At the time these lots were created they were located in the Residence C Zoning District. The Residence C Zoning District required 15,000 square feet of lot area. Each of the lots met the minimum lot area requirement. 3. On May 26, 1981, James and Virginia Keramus acquired title to the property at 363 Nye Road (shown as Lot 147 on Assessor's Map 148). In 1991, Mr. and Mrs. Karamus conveyed this property to James Keramus, individually. In July of 1999, Mr. Keramus conveyed the property to himself as Trustee of the Keramus Realty Trust. Mr. Keramus, as Trustee of the Keramus Realty Trust currently hold title to the property located at 343 Nye Road. 4. On July 14, 1982, James G. Keramus, as Trustee of the James Realty Trust acquired title to the property located at 12 Meredith Way (shown on Assessor's Map 148 as Parcel 148). 5 On July 21, 1982, James G. Keramus, as Trustee of James Realty Trust, acquired title to the properties located at 361 Nye Road and 19 South Precinct Road (Lots 22 and 23). 6. At the time each of these lots was acquired by Mr. and Mrs. Keramus, the lots were buildable. 7. In 1985, the zoning lot area requirements in the Residence C zone changed increasing the lot area required for a buildable lot to one acre. 8. As a result of the 1985 zoning change, the lots owned by James Keramus as trustee merged. 9. On May 24, 2007, James G. Keramus, Trustee of James Realty Trust applied for a variance from Section 240-13(E) Bulk Regulations — Minimum Lot Area of the Zoning Ordinance to unmerge the lots located at 361 Nye Road (Lot 22) and 19 South Precinct Road (Lot 23) from the lots located at 343 Nye Road and 12 Meredith Way. 10. The hearing on the request for a variance was held on July 25, 2007. At the hearing, the Zoning Board of Appeals voted to grant the request to unmerge Lots 22 and 23 and to combine them to make one buildable (see copy of Decision and Notice in Appeal No. 2007-060 attached hereto as Exhibit C). 11. The Decision of the Zoning Board of Appeals was issued on August 17, 2007 (see Exhibit C). 12. After the twenty day appeal period expired on September 7, 2007 the Decision was recorded in the Barnstable County Registry of Deeds on September 14, 2007 in Book 22336, Page 190 (see Exhibit C). 13.Condition Number 6 in the Decision required the Applicant to exercise the relief granted within "one year form the date of issue of this variance..." 14. On August 1, 2008, James G. Keramus as Trustee of James Realty Trust executed a deed transferring title to Lots 22 and 23 to James G. Keramus, individually (see copy of the deed attached hereto as Exhibit D). 15. After executing the deed, Mr. Keramus delivered the deed to me with instructions to record the deeds. 16.The execution and delivery of the deed to a third party for recording by Mr. Keramus on August 1, 2008 completed the conveyance from Mr. Keramus as Trustee of James Realty Trust to Mr. Keramus, individually (see Earle vs. Fiske 103 Mass.491). The conveyance took place prior to the expiration of the one-year timeframe for exercise of the variance, which would have expired on August 17, 2008. 17. The deed was recorded in the Barnstable County Registry of Deeds in Book 23124, Page 104 on August 27, 2008. Although the Deed was recorded after the August 17, 2008 date for exercise of the variance, recording of the deed prior to said date was not necessary because the purpose of recording a deed is simply to give constructive notice to all others who do not have actual notice of the deed (see Earle v. Fiske 103 Mass 491 and M.G.L. c. 183 §4). 18.The conveyance of Lots 22 and 23 by James Keramus, Trustee of James Realty Trust to himself individually in reliance on the variance to put said lots into separate ownership from the lots located at 343 Nye Road and 12 Meredith Road was sufficient actin to exercise the variance (see Cornell v. Board of Appeals of Dracut 453 Mass. 888 (2009), SJC — 10307). 19.James G. Keramus, individually, has owned Lots 22 and 23 since it was deeded to him on August 1, 2008 and owns said lots as of the date of this letter. 20.James G. Keramus, Trustee of the Keramus Realty Trust has owned the property located at 343 Nye Road since it was deeded to him in 1999 and owns said property as of the date of this letter. 21.The property located at 12 Meredith Way was deeded to Maria Keramus on August 1, 2008. Maria Keramus has owned said property since it was deeded to her and owns it as of the date of this letter. 22. Neither James G. Keramus, individually or as a trustee of any trust, or Maria Keramus has an ownership interest in Lot 142 on Assessor's Map 148, the only other lot abutting Lots 22 and 23 (Lots 140 and 141 on Assessor's Map 148). Based upon the foregoing, it is my opinion that Lots 22 and 23 as shown on the plan recorded in the Barnstable County Registry of Deeds in Plan Book 281, Page 73 combined constitute a buildable lot for zoning purposes. The owner of the lots was granted a variance to combine Lots 22 and 23 as one and to unmerge them from abutting lots. The variance decision was timely recorded. The transfer of the title to Lots 22 and 23 by James G. Keramus, Trustee of the James Realty Trust to James G. Keramus, individually, in reliance on the variance was sufficient to exercise the variance and was completed within one year of the date of the issuance of the variance. I have copies of all cases, deeds, and statutes referenced in this opinion letter in my file if you need them to review. /Veryly yours, . Kenney, �sq. JWK/bp enclosures r Town of Barnstable oFt�E r Regulatory Services gyp' ti� Richard V. Scali, Director 4 BAMSTABLE. ; Building Division BARNSTABLE SANS'A9LE•TMFA;:LL[•[OTUR•NYAVNIS iMASS. 9. ,0� Thomas Perry, CBO 0N5 xIIS•OS9-2016g4R4N5TA9 1634-2014 Building Commissioner �Dg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 25, 2014 Dean Stanley 359 Capt. Lijah Rd. Centerville, MA. 02632 RE: 11 South Precinct Rd., Centerville, Map: 148 Parcel: 140 Dear Mr. Stanley, This letter is in response to application number 201403025 submitted to obtain a building permit for the above referenced address. Unfortunately, the application can not be approved as submitted for the following reasons: 1) Basement girder shown on construction documents does not meet the requirements of Table R502.5(2) in 780 CMR. 2) Attic floor joists shown on construction documents do not comply with Table R502.3.1(1) in 780 CMR. 3) Footing size for lally columns not shown in construction documents. 8 Please do not hesitate to contact this office with any questions. Respectfully,' L. Lauzon Local Inspector Jeffrey.lalizonntown.barnstable.ma.us (508) 862-4034 �� a21')y o�THE flown ofB2pstable Regulatory Services uxr+aT�A?,r. i Thom as F: Geil er,Director Building Divisiob 1 ; Thomas parry, CBO,Building Commissioner . .200 Main Street, Hyannis,MA 02601 ... �ww.to�vn,harnstab)ama.us Office: 508-862-4038 r Fax: 508-790-6230 ' PLAN REVIEW. Owner: —0'EA r`) rj Map/Parcel: Project Address � ] SOVT)4 p,QlE(;W-Mtnlder•: L)rj E� The following items -were noted on reyiewing: lJ 'E:AJG5A)EE2p16• iVEEiD£D F0V2 nZ: GA RAG£ kEQv-T-X _'S ST2AAcTuaL )S P� ` DE.sz6a< z 0 e ALLY Fo oTTW 6s ? Reviewed b LEf}r".r►1es�A�� 71T 1 y �°• Date: 7 7� The Commonwealth of Massachusetts Department of Industrial Accidents Offue of Investigations ' 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ( Please Print Legibly Name(Business/Organization/Individual): Address: City/State/Zip:CEv4�M4-o��\� Phone#: vjp 5q(o Are you an employer?Check the appropriate box: Type of project(required): 1.MI am a employer with Q�_ 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y. p �'• $ 9. ❑Building addition [No workers' comp,insurance comp.insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ p 3.❑ I am a homeowner doing all work officers have exercised their I L E]Plumbing repairs or additions myself. [No workers'comp.. right of exemption per MGL 12. c. 152 1(4), ❑Roof repairs insurance required.]t , § and we have no employees.[No workers' 13.❑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 are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this 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. I 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.#: ''���p� Expiration Date: Job Site Address: Vim. Vv �i /State/Zi . Wt�5 C3z(o3.:1 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 day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby rtc, unde t e fts nd penalties of perjury that the information provid above is tru and correct Signafore: a1 Date: �-d Phone#: q C3 Official use only. Do not write in this area,to be completed by city or town officiaC City or.Town: Permit/License# Issuing Authority,(circle one): 1 Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any-of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'_ compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill M" the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/licerise applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a.call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASWE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia CERTIFICATE OF LIABILITY INSURANCE DATE rMM/DD/YYYY) 10/08/2013 T IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT y' NAME: 27JDD PHONE A FAX NORTHWOOD ESHBAUGH INS A (AIC,No,Ext): (A/C,No):" 540 MAIN STREET E-MAIL HYANNIS,MA 02601 ADDRESS: 73K6G INSURER(S)AFFORDING COVERAGE _NAIC# INSURED INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA DEAN F STANLEY BUILDING CONTRACTOR INC .• INSURER B: INSURER C: INSURER D: 359 CAPT LIJAHS ROAD.. � INSURER E: CENTERVILLE,MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM-OR CONDITSON OF A'Y CONTRACT OR-OTHER DOCUMENT MTH-RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED.OR-MAY_PEP-TAIN..THE INSURANCE, AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - INSR ADD SUB POLICY EFF DATE POLICY EXP DATE , LTR TYPE OF INSURANCE L R POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE, $ COMMERCIAL GENERAL LIABILITY rDAMAGE TO' CLAIMS MADE OCCUR. PREMISES Ea occurrence) $nce) ED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT-APPLIES PER: GENERAL AGGREGATE $ - w ,«v,POLICY,E]PROJECT LOC PRODUCTS-COMP/OP AGG AUTOMOBILE LIABILITY COMBINED SINGLE $ .. .:,ANY AUTO LIMIT(Ea accident)'. •. .. _,„ 'ALL OWNED AUTOS. BODILY INJURY',:' ». >.. 'SCHEDULE AUTOS (Per person) .d , BODILY INJURY ._.. .. .$ HIRED AUTOS NON-OWNED AUTOS (Per accident)' . PROPERTY DAMAGE, $ n (Per accident)• +" UMBRELLA LIAB R OCCUR EACH OCCURRENCE " $ EXCESS LIARCLAIMS-MADE' AGGREGATE $ DEDUCTIBLE $ RETENTION $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY Y/N UB-4869P081-13 10/05/2013 10/0512014 LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT ls 100,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $- 7100,000 If yes,describe under EL:DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTH'ICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. c •' F : .a 4 • • CERTIFICATE.HOLDER . ' ` ' CANCELLATION -- - KEVIN EL'LEN ROCHE s { » SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED I BEFORE THE EXPIRATION DATE THEREOF;NOTICE WILL BE DELIVERED''s' 101-SHORE'DR # ( IN ACCORDANCE WITH THE POLICY,PROVISIONS. ! AUTHORIZED REPRESENT VE 1 �s MASHPEE;MA 02649 <r Ir l ACORD`25(2010/05)-- Th6ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION:All rights reserved.. Massachusetts - Department of Public Safety Board of Building Regulations and Standards. Construction Supervisor License: CS-035037 owl-1ti DEAN F STANII;E) 359 CAPTAIN Idir Centerville ...`'; MA 01632 - Commissioner Expiration 01/19/2016 f F i' � y ��"',,'c c mow•` �4''�a1 �,� �. '� q?;. .�.. �� �r,... e � x t Oil IN it rn x RA wv 14-34 to -NV x' !< ^^..ter---•• s ,. � �' �gy.''i" �`;� �i �, r n%� 1Lt�'' f � �.: . �� I � ifs py^Y�y yF ,.�• iii 'I ��s t• �,' y }e , rlk .i' � /• ,yyr Y �7 s. i '�s 'Se �x x t �,p �,U•P 'a L h� 7" _� � 9 r 4� �' � g� S '�;;r�` � r � 1t �� 't. S T,:' H '� � •�'Lam': d 4., gx�,<�a�inl,�,x' r �:xtr •'b ®:?H �' Y�'�' Y� +�+. k 3a S� < rt t a � � � � $ -^lkrrk.a wr +f'8t a,= 'A� `°��x -•�'' /�� '..�{��y .. � � � .�� Q R x r � - .. � +� � � � � . P F� ri /FI ` `.' 1 _ / / SS( - _ - a .d ---;r f '- i i + \� t STANDARD FORM PURCHASE AND SALE AGREEMENT From the Office of- Freeman Law Group LLC 86 Willow Street—Unit 6 Yarmouthport,MA 02675 (508)362-4700 Fax:(508)3624701 Agreement made on this 28 day of April,2014 1. PARTIES James G.Keramas of P.O.Box 554,Centerville,Massachusetts 02632 hereinafter called SELLER, AND MAILING agrees to SELL and Dean F.Stanley of 359 Captain Lijahs Road,Centerville,MA 02632,hereinafter ADDRESSES called the BUYER OR PURCHASER,agrees to BUY,upon the terms and conditions hereinafter set forth, the following described property: 2. DESCRIPTION The merged vacant lots at 19 South Precinct and 361 Nye Road,Barnstable(Centerville),MA and further (include title described in a deed recorded at the Barnstable County Registry of Deeds in Book 23124,Page 104 and reference) shown on Assessors Map 148,Lots 140 and 141,hereafter the property. j 3. BUILDINGS, STRUCTURES, IMROVEMENTS INTENTIONALLY DELETED FIXTURES 4. TITLE DEED Said property is to be conveyed by a good and sufficient deed running to the BUYER,or to the nominee designated by the BUYER,by written notice to the SELLER at least seven days before the deed is to be delivered as herein provided,and said deed shall convey a good and clear recordable,insurable and marketable title thereto,free from encumbrances,except: (a)Provisions of existing building and zoning laws; (b)Such taxes for the then current year as are not due and payable on the date of the delivery of such deed; (c)Any liens or municipal betterments assessed after the date of this agreement,as well as such liens or municipal betterments assessed prior to the date of this agreement as long as the municipality is obligated to accept pro rata annual(or more frequent)payments in the same amount as are being presently paid; (d)Easements,restrictions and reservations of record,if any,so long as these do not prohibit or materially interfere with the intended use of the property for a three-bedroom,single-family residence. 5. PLANS If said deed refers to a plan necessary to be recorded therewith the SELLER shall provide such plan with the deed in form adequate for recording or registration. 6. REGISTERED In addition to the foregoing,if the title to said property is registered,said deed shall be in form sufficient TITLE to entitle the BUYER to a Certificate of Title of said property,and the SELLER shall deliver with said deed all instruments,if any,necessary to enable the BUYER to obtain such Certificate of Title. 7. PURCHASE PRICE The agreed purchase price for said property is$105,000.00,to be paid as follows: $ 500.00 Binder check with offer $ 4,500.00 Paid as a deposit this day $ 100,000.00 To be paid at the time of delivery of the deed in cash,or by certified, cashier's,treasurer's or bank check(s),or attorney's IIOLTA check. $ 105,000.00 TOTAL Pagel of 7 8. TIME FOR Such deed is to be delivered by SELLER at 2:00 p.m.at the Barnstable County Registry of Deeds on June PERFORMANCE; 10,2014,or on such later date as provided in Rider"A"attached hereto unless otherwise agreed upon in DELIVERY OF writing.It is agreed that time is of the essence of this agreement. DEED 9. POSSESSION OF Full possession of said premises free of all tenants and occupants,is to be delivered at the time of the PROPERTY delivery of the deed,said premises to be then(a)in the same condition as they now are,reasonable use and wear thereof excepted,and(b)not in violation of said building and zoning laws,and(c)in compliance with provisions or any instrument referred to in clause 4 hereof.The BUYER shall be entitled personally to inspect,said premises prior to the delivery of the deed in order to determine whether the condition thereof complies with the terms of this clause. 10. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance,or to deliver possession of the property, PERFECT TITLE all as herein stipulated,or if at the time of delivery of the deed the property does not conform OR MAKE with the provisions hereof,then Seller shall use reasonable efforts to remove any defects in title,or to PROPERTY deliver possession,as provided herein,or to make said property conform to the provisions hereof,as the CONFORM case may be,in which event the time for performance hereof shall be extended for a period of thirty days, but in no event shall Seller be obligated to spend more than One Thousand Five Hundred($1,500.00) Dollars pursuant hereto. 11. FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title, PERFECT TITLE deliver possession or make the property conform,as the case may be, all as herein agreed,or if at any OR MAKE time during the period of this agreement or any extension thereof,the holder of a mortgage on said PROPERTY property shall refuse to permit the insurance proceeds,if any,to be used for such purposes,then any CONFORM,etc. payments made under this agreement shall be forthwith refunded and all other obligations of the parties, hereto shall cease and this agreement shall be void without recourse to the parties hereto. 12. BUYER'S The BUYER may elect,at either the original or any extended time for performance,to accept ELECTION TO such title as the SELLER can deliver to the said property in its then condition and to pay therefore the ACCEPT TITLE purchase price without deduction,in which case the SELLER shall convey such title. 13. ACCEPTANCE OF The acceptance of a deed by the BUYER or his nominee,as the case may be,shall be deemed to be a DEED full performance and discharge of every agreement and obligation herein contained or expressed,except such as are,by,the terms hereof,to be performed after the delivery of said deed. 14. USE OF MONEY To enable the SELLER to make conveyance as herein provided,the SELLER may,at the time of delivery TO CLEAR TITLE or the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or interests,provided that all instruments so procured are recorded simultaneously with the delivery of said deed or within a reasonable time thereafter,in accordance with customary conveyancing practices. 15. INSURANCE INTENTIONALLY DELETED 16.ADJUSTMENTS Taxes for the then current fiscal year shall be apportioned as of the day of performance of this agreement and the net amount thereof shall be added to or deducted from,as the case may be,the purchase price payable by the BUYER at the time of delivery of the deed. 17. ADJUSTMENT If the amount of said taxes.is not known at the time of delivery of the deed,they shall be apportioned OF UNASSESSED on the basis of the taxes assessed for the preceding fiscal year,with a reapportionment as soon as the AND ABATED new tax rate and valuation can be ascertained:and,if the taxes which are to be apportioned shall there- , TAXES after be reduced by abatement,the amount of such abatement,less the reasonable cost of obtaining the same,'shall be apportioned between the parties,provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 18. BROKER FEE A Broker's fee for professional services of$5,250 is due from the SELLER to be split 50150 between RE/MAX,Seller's agent,and Oceanside Realty Group,Buyer's agent,but only if,as and when title passes,the deed is recorded,and not otherwise,but if the SELLER pursuant to the terms of clause 21 hereof retains the deposits made hereunder by the BUYER,said Brokers shall be entitled to receive Page 2 of 7 from the SELLER an amount equal to one-half of the amount so retained or an amount equal to the Broker's fee for professional services according to this contract,whichever is the lesser. 19. BROKER(S) The Brokers named herein,RE/MAX and Oceanside Realty Group,warrant that the Brokers are duly WARRANTY licensed as such by the Commonwealth of Massachusetts. R 20. DEPOSIT All deposits made hereunder shall be held in escrow by RE/MAX as escrow agent subject to the terms of this agreement and shall be duly accounted for at the time for performance of this agreement.In the event of any disagreement between the parties,the escrow agent shall retain all deposits made under this agreement pending instructions mutually given by the SELLER and the BUYER,or by a Court of competent jurisdiction. 21. BUYER's If the BUYER shall fail to fulfill the BUYER's agreements herein,all deposits made hereunder by the DEFAULT; BUYER shall be retained by the SELLER as liquidated damages and said deposit so retained shall be DAMAGES SELLER's sole and exclusive remedy both at law and in equity. The parties acknowledge the difficulty. of ascertaining exact damages in the event of a default and agree that the terms herein for liquated damages are reasonable and fair to both parties. : 22. RELEASE BY The SELLER's spouse,if any,hereby agrees to join in said deed and to release and convey all statutory SPOUSE and other rights and interests in said property. 23. BROKER AS ' The Brokers named herein join in this agreement and become a party hereto,insofar as any provisions of PARTY this agreement expressly apply to the Broker(s),and to any amendments or modifications of such provisions to which the Brokers agree in writing. 24. LIABILITY OF 'If the SELLER or BUYER executes this agreement in a representative or fiduciary capacity,only the ' TRUSTEE, Principal of the estate represented shall be bound,and neither the SELLER nor BUYER so executing, SHAREHOLDER, nor any shareholder or beneficiary of any trust,shall be personally liable for any obligation, express or BENEFICIARY, implied,hereunder. etc. 25. WAR.RANTIES The BUYER acknowledges that the BUYER has not been influenced to@enter into this transaction nor AND has he relied upon any warranties or representations not set forth or incorporated in this agreement or ` REPRESENTATIONS previously made in writing. The property is being sold as is(except as may be provided in Rider"A attached hereto)with no,additional warranties or,representations made by either the SELLER or the Brokers. ,. 26. MORTGAGE CONTINGENCY. INTENTIONALLY DELETED , CLAUSE 27. CONSTRUCTION This instrument,executed in multiple counterparts,is to be construed as a Massachusetts contract,is to OF AGREEMENT take effect as a sealedinstrument,sets forth the entire contract between the parties,is binding upon and inures to the benefit of-the parties hereto and their respective heirs,devisees,executors,administrators, A successors and assigns,and may be cancelled,modified or amended only by a written instrument, executed by both the SELLER and the BUYER.If two or more persons are named herein as BUYER their obligations hereunder shall be joint and several.The captions and marginal notes are used only as a matter or convenience and are not to be considered a part of this agreement or to be used in determining . the intent of the parties. 28. SMOKE INTENTIONALLY DELETED DETECTORS 29. CARBON MONOXIDE . INTENTIONALLY DELETED k e w DETECTORS ` Page 3 of 7 30. ADDITIONAL RIDER"A"IS ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.. PROVISIONS NOTICE:This is a legal document that creates binding obligations.If not understood,consult an attorney B er- / Seller: z/ f Dean F.Stanley es G.Ke mas EXTENSION OPTJAE FOR PERFORMANCE Date: The time for the performance of the foregoing agreement is extended until ,201 ,time still being of the essence of this agreement as extended.In all other respects,this agreement is hereby ratified and confirmed. This extension,executed in multiple counterparts,is intended to take effect as a sealed instrument. Buyer: Seller: SEE RIDER"A"ON NEXT PAGE Page 4 of 7 RIDER A Purchase and Sale Agreement James G.Keramas Seller Dean F.Stanley,Buyer 19 South Precinct and 361 Nye Road,Centerville,MA A. This Agreement is contingent on the Buyer diligently seeking and obtaining, at his sole cost and expense, the necessary governmental permits and approvals (the"permits') for construction of a three (3)bedroom house on the property, including the following: (1) Obtaining a Title 5 septic Disposal Works Construction Permit compliant with Title 5 regulations without waivers and with Town of Barnstable Board of Health Regulations without waivers for a three(3)bedroom house; and (ii) Obtaining a Building Permit for a three (3)bedroom house; (iii) If Buyer has not obtained all permits as aforesaid with appeal periods having expired and with no appeals being filed on or before June 10,2014, then Buyer may terminate this Agreement by written notice to Seller sent on or before such date in which event any payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. If Buyer has not obtained the permits specified in this Paragraph A and does not send such written termination notice to Seller,then upon written notice from Buyer sent on or before June 10, 2014 the closing date hereunder shall be extended until September 12, 2014,with these same contingencies extended to that date; and if Buyer has not obtained all permits as aforesaid with appeal periods having expired with no appeals being filed on or before September 12, 2014,then Buyer may terminate this Agreement by written notice to Seller sent on or before such date in which event any payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. f B. Seller warrants and represents to Buyer that Seller is presently in possession of the property, as owner, and that there are no contractual obligations which would in any manner prevent the Seller from freely selling the property and otherwise complying with the terms of this Agreement. C. Except as agreed to hereunder, any matter or practice arising under or relating to this Agreement which is the subject of a Title Standard or Practice Standard of the Real Estate Bar Association for Massachusetts (formerly known as the Massachusetts Conveyancers' Association)at the time for delivery of the Deed hereunder shall be covered by said Title Standard or Practice Standard to the extent possible. D. At closing, Seller shall execute and deliver to Buyer's title insurance company all necessary documents and affidavits for insuring said interests herein and shall execute such other documents as may be reasonably required by counsel for Buyer, and Seller further agrees to authorize Seller's attorney,to execute at the closing, on Seller's behalf, all such necessary documents required by the Buyer's counsel, and further to sign on Seller's behalf any extensions of time for the closing date, and further authorizes both Seller's and Buyer's attorney to obtain information on Seller's mortgage, if any, including pay-off figures, from Sellers' mortgage lending institution. The Deed shall be executed by Seller,personally; or by Seller's representative under a Power of Attorney if Buyer desires to close during Seller's absence. Page 5 of 7 E. The memorandum executed by the parties hereto entitled"Offer to Purchase Real Estate"is hereby superseded and shall have no further force and effect. F. Buyer's performance hereunder is conditioned upon title to the property being insurable on a standard ALTA Form B insurance policy by companies licensed to do business in the Commonwealth of Massachusetts, without exception, for any matters not expressly permitted hereunder, other than the conditions and stipulations of that form, and the exclusions from coverage which are part of that form. Specifically,without limitation, Seller shall execute and deliver an Affidavit in a form sufficient to enable the title insurance company to delete its standard exception for mechanic's or materialmen's liens. G. Unless otherwise specified herein, any notice to be given hereunder shall be in writing and signed by the party or the party's attorney and shall be deemed to have been given(a)when delivered by hand, or(b)when mailed by registered or certified mail, all charges prepaid; or(c)when sent by telefax during normal business hours to: Seller: With a copy to: James G. Keramas George J. Keramas P. O. Box 554 P.O. Box 614 Centerville,MA 02632 Woburn, MA 01801 Tel: 727-741-7400 Fax: 800-681-2607 Buyer: With a copy to.: Dean F. Stanley Peter L. Freeman, Esquire 359 Captain Lijah's Rd Freeman Law Group LLC Centerville,MA 02632 86 Willow Street Yarmouthport,MA 02675 508-362-4700 508-362-4701 fax H. Seller shall be required to execute and produce any and all documents reasonably requested by Buyer's attorney to consummate the conveyance of said property including,but not limited to,HUD-1 Settlement Statement,Mechanics Lien Affidavit, Deed, 1099, and Certificate of Non-Foreign Status. I. The property shall not be in conformity with the title provisions set forth in the Agreement unless the title to the property is insurable at ordinary rates for the benefit of the Buyer in a fee-owner's policy in the form customarily used in the Barnstable County area subject only to the standard printed exceptions and those exceptions set forth herein. J. Without limiting the requirement that the Seller convey a good and clear record and marketable title as set forth in this Agreement,title to the property shall not be deemed to conform with the requirements thereof unless said property: a. has no structure of any kind which encroaches upon or beneath adjacent properties; b. has no structure of any kind on abutting properties which encroaches upon or beneath the property; C. does not violate the zoning ordinances of the town in which the property is located or Massachusetts General Laws Chapter 40A. Page 6 of 7 d. has vehicular and pedestrian access to a public way. K. If the terms,provisions, and conditions set forth in this Rider conflict with the language set forth in the body of the Agreement, then the language set forth in this Rider shall govern. L. FACSIMILE SIGNATURES: For purposes of this Agreement, facsimile or electronic signatures shall be construed as original, except as to the Deed and the Closing documents. Executed this dday of April, 2014 Sell r: J , es G. I eramas can Man4fey' Broker: By: Page 7 of 7 May. 8.{-2014 10: 59AM No. 2041 P. 6 Bk 22336) . Po.%ve 454rJ54 Aus 17 T09N1r1 Of Barnstable Iv �" n � :Toning toard-of Appeals ram"� S Decision and Notice V" AP eats:-2007.-06o-K P eramas .to janL;e amuun 240-13M Bulk iRegulafions—Minimum Lot Area To-sep4ate.undersizw lots that ha, With an adtniningd'eaeloped lof due ib common ownership -Summon- c►dided'Wa undidons Applicant James G.Kerarna's..-ThMm,James Realty TM ist Psyemr /kddra9s: : 3'' and 36T Nye kcad,*19'3duth precinct Road,.and 12 Meredith Way Cent�ervilleMA Assessors Map/Parce�; Map 148,Parcels.l47,140,141,146 Residarke c zomng Disinct Relfo Requefted&Backgrounds ha le of Appeal 2007-060 Is to.unmerge two lots from two other lots,all of which have g merged due to common ownershi p of undersized lots into one zoning lot. The two lots.are to-ye `r combined as,one,ynder5ized dev .ippable lot,,.ThR urlde ged lots are situated between,Sot,th Courriy Road and Menadith Way as they int�erssed.W,11 N Road i ye n CeriterviNe. The sepat&fed,-jbutSouth Qrec(nct Road and were'creal�d b a 19 two vacant lots to� Barns y 7X'subdfvision plan ree6rded at the .. table Re is W of Deeds I.► � g. ixY . In''Plan Book 281 a e 73. 'The -and 23,and are now addressed as 3161' Nye R d and 19 South:Precin Rooad.hil that pese lots are No,22 approXimately'1 ar;00o- :fe each. The two s9 lots Woirld•be-ttsed in combine i at on -undersized lot consisting.of 30,132 9q.ft as one 1lulldable . The other two lots to which fhM6 lots have merged are addnred as 12 Meredith Way,a vacant lot consisting of 17,474 sq.ft:,and 343 N*Road,a developed lot conslstitlg of 24,437sq.ft. Procedural& Hearing summary: his appeal was filed at the Town Clerk's office and at the office of the.Zoning Board of 2007. A public hearing before the Zoning Board of Appeals was duly advertised and nos e-serrtm aIj y z4, abutters in accordance with MGL Chapter 40A. The hearing-was opened July 251 2007 and continued'to Ndg'Ust 8,2007' at,which time the Board found to grant the variance with conditions. Boar¢... 'bers- deciding this appeal were, Ron S.Jansson,Rand' olph Childs,Jaynes R. Hatfield,John T.Norman,and Chalr;n mO-Gall C. Nightingale.. " .Attorney John W. Kenney represented the applicant: He c1ted the overall history of the four subject lots In this appeal. He rioted that the lots were:created by Mo lots abutttng S6ud� Precinct Road were granted by a 1973 sub�div�on P an reecarate orded�at t'he ie a nsstta�ble Registry of Deeds In Plan.Book. 1 it 73..hey are shgwn on that plan as Lots No.72 and 23,.at�d are nowaddress®dos 361• Nye Re and 1g South Precinct Road: The other two subject lots Were' created by a 1979:4butt1n9 subdlvlslon of land recorcded:in the BaMsNble Registry of Deeds In Plan May. 8. 2014 10: 58AM No. 2041 P. 3 Pame!Ec it Page 1 of 1 `'r �• -� '"VAS ,.elr' &.7 _ly; V y/ t 11, 4 f6UL157AI �)\�llp� ._l o S�� 1, (✓ ,ter r��y��(/�jy, Logged•In As: Thursday;-May 8 2014 Frank-Schlegel Pa rice I Application Center Road System Reports Road System Parcel Detail Parcel ID: 148140 I SeWQrAmt: i T/R I 11p tlr Deve►Lot. LOTS 22 &23 - tr Owner; KERAMAS, JAMES G \,A 1 Co Owner: S I Street: I.PO BOX 554 7C City': CENTERVILLE State: MA; Zip; 02632 ' Location: 861 1 r7 NYE:ROAD Village.:,I Centerville Road Index.- 1110 __ PH Frontage: 137 To set road,you can also enter road index and tab out of field. Secondary Road: ISQUITH PRECINCT ROAD Set Index' Sec Frontage: 114 Visions Location: 13611. NYE ROAD Last updated: No., 01d95: 10 Account No: 84875 Lot Size(acres): State Class: 1.1300 Ye6 Added; f 0 Fire Dist: 3 _. _—.__. ..... _ ..._._. ._ .. 1 Deed Date: 8/27/2006 peed Ref; 23124/104 Land vafue: 105400 j Bldgs Value: O I Extra PeaE ees, 0 Condo Complex: —� � Building: � uhtt;— —11 se 1-1..-.ll:___�%�l:..a.._.__.f..... �...-./ �. �• .nTr% •nr 4 4%1 MA May. 8. 2014 10: 58AM No. 2041 P. 4 ParcelEdit Page 1 of 1 A. MAN ATE D 1 mex t/ GaG� I..agged'In As: Per e1 � \ Thursday,May 8 2014 Frank Schlegel J Appllcatlon Center Road System Reports Road System Parcel Detail Parcel ID: 1.148141 SewerACCt. T/R I- C [level Lot: I.L.OT..2.3 owner: KERAMAS JAMES G 'Co Owner: .Street: I PO 13OX.554 I Clty; CEN T ERVILLE State: MA:I Zip: 02632 --------------- Location: 19 ; SOUTH PRECINCT ROAD Village: Centerville Ix, Road Index: 1509 _ ' pri Frontage: 1.00 To set road,you can also enter road Index and tab out of field. Setondary Road: Sec Index: 0000 , Sec Frontage:e: 0.....-•--•- -- -- vislon;s Location: 19 SOU I H PRECINCT ROAD Last Updated: -------------- No., tildes: 10 - { Account No:� 84884 ; Lot Size(aeresj; 0.33999082 State Class: 1.1300 .. I YeafAdded: Fire Dist: Deed Dote; 8/27I2008 Deed Ref: 23124/10� j Land value: Extra Features: --------------- Condo Complex: I Building: Unit: _ .. _ i I __—__nTT—T7 IAVNI 'binInnv A May. 8. 2014 10:57AM No. 2041 P, 1 Barnstable �� ,� Town of Barnstable • Department of Public WormsWAaa 382 Falmouth Road,Hyannis MA 02601 http://www.town.bamstable.nm.us 2007 Mark S.Ells,Director Office: 508-790-6400 Fax: 508-790-6406 For E-911 ADDRESSING, MAPPING, PLANS: CONTACT: FRANK SCHLEGEL, E911 DATA LIAISON/ENO. RECORDS MANAGE PHONE: (508)790-6400 x-4942 To: ozr°rs� �. ( . From: Frank Schlegel Fa= C$��� y 2 8- 3 4`G Pages: 7 Phone: 50g) Z 37- 017 G Date: 8 .) Re: IM. C q 8- L go 4 I y I CC: ❑Urgent U For Review ❑Please Comment ❑Please Reply ❑Please Recycle 0 Comments: �-�ys , MA ..,VW10 n4jj7 V Co f t'b'3 �OVL ^I NvtiJ C Igo- (qIm V -44gZ, f F - ,A—k- 1 Id A. 4WV4 ao r.. 41 d s d s o 04. CA M « • ' t O a �. d s R o «'� .w" f b e � , s • i d v no t d s 0 N e t V , L d l ti06 'ON Nd65:01 WI 'S LPN May. 8. 2014 10:57AM No. 2041 P. 2 ParcelEdit Page 1 of 1 tt .a IQ L► 9A4Lti'S'lnt1L!• \�p� t.r,� �•`. Lam/ !�j /� �` 0 r�'-tom ::•'••' C-i/lJ� .'� /�� �w' ,:. 4t - - Logged In As: Thursday, May 8'2014 Frank'Schlegel Pa rce Appllc6tion Center Road System Reports 'Road System The record has been updated. Parcel Detail 148140 I Sewer AccU TIR n : Update Parcel ID' t pevel Lot: LOTS 22$23 Owner: IKERAMAS, JAMES'G i Co Owner: j street: PO BOX 564 ! City; JCENTERVILLE _ state: MA zip; 02S$2 --------------- Locatlon: 11 �( SOUTH PRECINCT ROAD ' I Village: Centerville Road Index: ri 9 .. Pri Fronse:0 0214— l __... To set-road,you can also enter road Index and tab out of field, secondary Rood: NYE.RO.AD Sec Index: 1110 I Sec Frontage: 0137 - Visions LVCatlon: 361,NYE ROAD I Last.Updated: 5/812014&W19 AM i --------------- fdo. Bldgs; 0 Account No: 184875 . J Lar Slze(acres): State Class, 1300 Year-Added: 10 i Fire Dist: 3 Deed Date: 8/27/200$ j Deed Reft 23124/104 Land Value: i 05400 ! Bldgs Value: r0 Extra Features: 0 � condo complex: Building:f Unit:�i t,u.:.,iu,,,.,.i�•�i�s_,.�....i...,.._;a..�.,m.._....i�a:�.�.._.:orn—r n7�n a rn ran,a Acacxr�1e 'r,Y1r 01""R'" r-.nlrr.fAJ_ INVERT EL'EVA T I.ONS.: DESIGN CR 1 TER I A' GENERAL rVO'TES: a'rs rJNI1N eeAae J',pxr"-Q?Zr W.-v frrlr r'ry ?wwk),AT swear,o: r._s .-mcbbero ..4 of tram. �00 d•-N N fi!e0 a ?KW*T �1J :I"Ff I(AA }1.G ,TAIDa�o of Ar f,A ozp. ffC!I r, 7p fLArr,a wjspft�rrr Alp Gp cwyrrarr 011 f-111F1 IAORIC 1RVlgT 81I7;R97fC T`bAr la.'7f /QwprV O!WIS SM 6.I.D. LP m (17M�p,sl�G! tr l'lrQr A�J�Yr7rfJ♦B -'1 17'DIA. JN1LRr Is OlJr,aSX: r.-Ar P66rarl A!a♦. ` , _ 1 r. LrICQCE 7IS,Al•A Srow. - JMPI r•O07 D/07."K, ss-R Elf Mf01�677M171 L''^�r rNYQ7'lKLiRiA'eYAtl16A� M:!_ t. N7r7lQ-.3i F rr l+9t41tlD:'relr ArMx.W4V1 aarr. iriv. ,.per x8[rr1[m. "qr. s�s.a,2 FL'A.. aavJrrr r-sero.ouLeaErnw-erarwrAr AA7rtwvrLcAgx.ereAr¢A: sa.a m rip 0-80 Ar.'-91.le<AMUM . Iz.a•..Pr•J.I'd A9Af m-MOM lWM- N!A !AJ-6.f_e. -.rea 6AC.. I\YI io,iI,r-K,lI w afe: r".eSIL..ellJl. d< ALL CFaiV TIW l�T!ep+A,l19.K!ral!JAU.AM f900 aK w - JaliLTm OAK"mllTA! rA WfA1r.M\MGP:Of rra."6f:7rlC lrynv.AORL $UrfC TAM a'[.fLtl.9fD'A7r14.a1 Aerrmr of rrar Arno..r:- A6-A raft.ms&prrcw rromw umiam, aA<IOIY 7D UW.,o.A'./. 7fnF 7,MD LOWA N eHllr/ICJlO AAfC A"rerl raw_xJrr v rYrwimv. &&cmw rdA\M maLtArimr., - P-ROF1 LE:mor. ry pceLe 00IL 7EffnWAL CU" T 4� _ 07UKW7 la.OMe rArr 9-74 Oravff .: ALL K►rrr dap . . . 7ri-moAArra�ra Ba/ 9 ®a/Af 4" F7Wfp" AAC.rt+&OUr tQ l`.Q Arumm Y w a' IN om!w.s PLL K C"Arir OF 11 MJL 1 avrm COMWAI SIAMVI.s If-ra Aff!'AI. lA'.L�r- __ ,3 1 RA.'SIAE'Ar6mr7.A-.7J Y.r. Lrl fi 17,r.r. r O.l. -JA.O.I.e. S: A4.*41W Jfti fwL aC JOMWXC p AV O[ co i ApNQ1YD.�LaG.. � 50fi TE`s-r ,P/T DArAo 6: Slrrirr.TA11!NO A-rQ\'19r14'9E YFf1fAF®. +rw'r eax mn at wa+mi¢a,ot rmmsw. i l� wr rwv.res •-•• rrr -� �r av;W LL K O rmrJrnr.a a7w A aF 4rxw �� • s�. E T.. M1fIu tiJ rrrria far ILIII.wml rmw,A am mo aw ✓i ,K r r , r•. rter IrIL. .'.°7e. ... •r.f.a WJCLT. i S Y w. ,= ;< ,' -' '-- .'�. ' WN °- � --- ° - a---•- A L6ras OtowmCTJa1 cma •sraaarf•. 1 �- , • r J + .:rw. m;r J-Yr-djs Arf Aarre aflr. '? � ••, / apw A A O 'M �7A'LGCdIY9R aF vbco-mw tiiu me v. 6 ? _.->:�'• .. B• Ado :`iw+ B r K .L A9rie rrri9r rar=L a AWL,rallrr INC w.uro•wr. n _ __ _ _._ _:___._... .. nrr-wrir• i .. + _ ery Sr r-Ab-lYit AA T.S.. •--wr No 1Acf/,0Y FN-lIi@N raa&517 IfIOQ fd af/A/HICr1M' Cr y� 1R rw Liwjw ry A cav^m TbmmLa m of rw s' y, ,rrne� i � � x- e• mrerr .CrIAN rif+arloar. Y. rfa perawakrIOx,d[r am Java ALT ra ' t II,a + C7!rvom rim OEM A[micrioNs M afLrJN,L• ®r, ,JfJ +. r �S .,I"` __ Tr•r. w'.r AF>ral!?rallrlr JO CY/A r/r KL,d7xrf9. APCrfAL J74rW ts:V,0" �w f'A ere. rnr airs faaecr. •C. a° = r• b rrlr rw.: v A.YND .IrJ.1 r ro. Jr rrar4 fA/i/N 7K a[Ia,r"I rL•arerarA,urr + ` •......�.•-'-'-• fas >' -•-------'----- 1r0 re,nLQ-yuc rAgrwm wJrierAa- u•Aur,p1 A � � A p�v ryer'r Llsr®.rA ibeWxr SW A1f 67rviiilra CBeOE r • ...... _. %Mr �• - ________ — AAO*?JL eaWJ Mblit lAW 40-r,-aJr 6w 40 w ir"i: R a.. N CROrni®-Wyeria. ��� rt +'m'e[ ..r'. �!{ 'Si C! y� r A,1 CJ �'a'✓r'e An ++ SHE "X , ' -J mrrinriJrlMKq:p,i I' 5 1 TE PL,4�'V OF LANa .361 NYE ROAD. 'MAP /48. PARCELS '!40 6' 14 r LOTS .2Ii6 23 e'A'R NS-7-ABLE . -r'cENrER-V I L L E) MA . t dO,fdtc,grf. PR£PAR£D FOR , y OEAN S TANLEY LOCTla ALEVEW 359,' CAPT LI:,IAN RO;O.CJ CElY TERVfLL S. MA 0�6A2 r� —.r— IllrlA:l rAr sGALE= r - PO APR r L 22'. 20 r-4 tV 9 mvw.4walls Li O ow&-A"wm` SMEPHEN A - HAAS oar�l ENC FNEEPR f NG i NC a �`� —a— L1APA[tRrPa Ixdrnrrr Linn �_' 92S Weu-te B'A mil— laBrAmfOlelO/4LINa1L l'JIC - / Yb frre L,tr,P m>•!r MA_ O•d A7S I /y�"�) crr- arrL+arAvrnu 0yLlYfrrWf L Jn[ t:s os> .�rsz-s r s x -p �,6 Y-T! i•1a.a. �I.ar 16ctYA rJgr - (1- �..1e-.._ cxiarrnscavrnaL <�'oe> ae�-Terg'� LOCUS MAP o v ;a {e oal rAl"m am"Wi' .Jos W1 !i-o,a COPY ,. Sk 23124 P9104 045345 08--27-240$ & 03 0 44P QUITCLAIM DEED 1,JAMES G. KERAMAS,Trustee of the Jamee Realty Trust, u/d/t dated July 13, 1982 and recorded at the Barnstable Registry of Deeds in Book 3517, Page 149,of P.O. Box 554, Centerville, Massachusetts 02632, for consideration paid in the amount of ONE AND 00/100($1.00) DOLLAR grant to JAMES G. KERAMAS, individually, of P.O. Box 554, Centerville, Massachusetts 02632, with Quitclaim Covenants two certain parcels of land situated in Barnstable(Centerville), Barnstable County, Massachusetts, more particularly described as foilowss: NORTHWESTERLY by South Precinct Road, as shown on hereinafter mentioned plan, Sbdy-Five and 47/100 (65.47)feet; NORTHWESTERLY And NORTHERLY NORTHEASTERLY by the intersection of said South Precinct Road, and Nye Road, as shown on said plan, Ninety-Seven and 741100 (97.74)feet; EASTERLY Eighty-Seven and 65/100(87.65)feet, as shown on said plan; SOUTHEASTERLY by land now or formerly of Richard A. Cass as shown on said plan, Seventy-Nine and 00/100 (79.00)feet; and SOUTHWESTERLY by Lot 23,as shown on said plan, One Hundred Fifty and 001100(150.00)feet. Containing 15,132 square feet, more or less,and being LOT 22. NORTHWESTERLY by South Precinct Road,as shown on hereinafter mentioned plan, One Hundred and 001100(100.00)feet; Property Address: 19 South Precinct and 361 Nye Road,Centerville,MA 02632 I Bk 23124 Pg 105 #45345 NORTHEASTERLY by Lot 22,as shown on said plan,One Hundred Fifty and 00/100(150.00)feet; SOUTHEASTERLY by land now or formerly of Richard A. Cross, as shown on said plan, One Hundred and 00/100(100.00)feet;and SOUTHWESTERLY by Lot 24, as shown on said plan,One Hundred Fifty and 00/100 (150.00)feet. Containing 15,000 square feet, more or less, and being LOT 23. The above-described Lots 22 and 23 being shown on a plan entitled"Subdivision Plan of Land in Barnstable, Mass. (Barnstable County)Owned By: Peter G. Sheaffer December 3, 1973 Scale 1"=40'Cape Cod Survey Consultants A Division of Boston Survey i Consultants lyanough Road (Rte 132) Hyannis, Massachusetts,which said plan is duly filed in Barnstable County Registry of Deeds in Plan Book 281, Page 73. Subject to and with the benefit of easements of record, and restrictions, conditions and rights as set forth in an instrument duly filed with Barnstable County Registry of Deeds on June 2, 1975 in Book 2190, Page 256. Together with a right of way as appurtenant to said lots over the ways as shown on said plan to and from the said lots and Nye Road. Said premises_areiconveyed subject to and wwith.the benefit of a Varianoe issued by the amstabte Zoning,Board of Appeals reoarded.in,Book 22336, Page,190. Town a#B _. I, James G. Kerames, Trustee as aforesaid, hereby certify as follows: 1. That I am the sole Trustee of the above-mentioned Trust; 2. That said Trust has not been altered, revoked or amended and is in full force and effect; 3. That the beneficiaries of the Trust are of legal age, they are not disabled and have all assented to the sale of the trust property;and 4. That I am duly authorized on behalf of all of the beneficiaries of said Trust to convey the properties-known as 19 South Precinct and 361 Nye Road, Centerville, MA 02632, for consideration in the amount of One and 00/100 ($1.00) Dollar to James G. Keramas, Individually. Bk 23124 Pg 106 #45345 For title,see Deed monied in Barnstable Registry of Deeds in Book 3546, Page 1. EXECUTED under seal this day of August, 2008. James Realty Trust B` WN times eramas,'Tnist COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this day of August,2008, before me,the undersigned notary public, personally appeared James G. Keramas, and proved to me through satisfactory evidence of identification,which was a MA Drivers License,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. commission expires: a, ally BARNSTABLE REGISTRY OF DEEDS to Dic N nN RG F A Y G1�G -So 0. 50 6� r r L o is 22 & 23 30.0' r r 30,132f S.F. I 50.5'r 0.7f Ac. I r I � 38 N91 I r r Exist. Fdn. 74.4' C* 0 J0.0' r r TOF=103.3QD I v, 15.0' I m � \ I � \ I \ 90.3' Z o \ t�e r 15.0' N 0. 67.3' L11tPi / � lea r 060. \ r S v r STREET ADDRESS.-#11 SOUTH PRECINCT ROAD (Formerly #361 Nye Road & #19 South Precinct Rd.) ASSESSORS MAP 148 PARCELS 140 & 141 OWNER: DEAN STANLEY TOWN OF BARNSTABLE ZONING DEED REF.: Bk. 28414 PG. 142 r BY—LAW PLAN REF.: PL. BK. 281 PG. 73 LOTS 22 & 23 ZONE : RC SETBACKS FRONT = 30' SIDE 15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL REAR = 15' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED � MoaMAss�dti ON THE GROUND. TERRY , w R ER "AS—BU/L T" No.38721 ff THE FOUNDATION DEPICTED ON THIS PLOT PLAN RLAN- WAS.LOCA.TED Off, THE.-GROUND - - - l IN BY SURVEY ON OCT. 30, 2014 ANo BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE 1 OF LOCATION. L, I'�l� K SCALE: 1"=40' NOV. 3 2014 THIS PLAN IS FOR PLOT'PLAN. ( ` TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD . RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 14-147AS F _r f -10 t n " AWC Guide to Wood Construction in FHighWind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CNM 5301 2'i.i)1 STANLEY 26'x38' CAPE ;Y Q Check 4 Compliance 1.1 SCOPE Wind Speed(3-sec.gust).... .:. ..... ... ........ ..... ....................................... ........ .110 mph Q Wind Exposure Category ry..:............. .. ......... ...... . # .........B ~ Q 1.2 APPLICABILITY . Number of Stories(a roof which exceeds 8 in 12 slope' shall be considered a story) ..,... 2 stones":5 2 stories Roof Pitch ..............................:.................... .....:... ..::..;..(Fig 2) ....................... ......... ...........8<-12:12 • Q r Mean Roof Height ...........................:......:........... ......... ......:::(Fig 2)..fi ......::: ?...:::..16 ft <33 Q Building Width,W ........................................ . . ....... ........(Fig 3): ............................................` . :. 26 ft <_80' Q Building Length, L ................................................ .:. ........(Fig 3)'r.. ...:.:... :.:. 38 ft <_80' Building Aspect Ratio(L/V1) g.::. (Fig 4).. ....................................` ....1.5 <_3:1 Q Nominal Height of Tallest Opening2 :....:. (Fig 4).:. 6'-8'.'<_6'8° Q .. 3 - 1.3'FRAMING CONNECTIONS z ` - General compliance with framing connections ........ (Table 2) ..... .......` �.:..:...... . .t 2:1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 n; Concrete.................... ...::... ........: ..... .:: ... h .. ..:: :. ::.:. , Concrete Mason ..................................v x Q ry ........ ....... ....... .. „ N/A 2.2 ANCHORAGE TO FOUNDATION1,3 ' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Y Bolt Spacing-general . ....::... ........(Table 4) .:,..:. y................... ..32 in.- general Bolt Spacing from'endlioint of late ............;. p (Fig 5):.. ......... ....... 12 ,•in. <_6"'-12 : Q Bolt Embedment-concrete.;.... ...... h .(Fig 5)... ....:.............:. .....°... .........7 in. >_7" ; Q Bolt Embedment-masonry....:: :...:.... *: .(Fig 5):.. in.z 15" - N/A Plate Washer Fig 5 z 3"z 3"x'/" Z. ( 9 ) Q { 3.1, FLOORS _ x Floor framing member spans checked ................................. ....... ......... .......:(per 780 CMR Chapter 55)........ W Maximum Floor Opening Dimension ......: Fl_.. .......(Fig 6):':: ft< 12 , - N/A Full Height Wall Studs at Floor Openings-Tess than 2 from,Exterior Wall(Fig 6)....:: .......:. ......... ......... . - :. a : N/A Maximum-Floor Joist Setbacks � Supporting Loadbearing Walls or Shearwall...... ....(Fig 7).......................................... :....*ft',s d �° N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall-..................(Fig 8)..; .:.:...•. . .:.:.:.. =ft<d N/A Floor Bracing at Endwalls.... ......: ......: ......... i.... (Fig 9).:; ...._ 6 ....... ........ ..... ...... Floor Sheathing Type .......`.. ......; .... .........(per 780 CMR Chapter 55)........ ......... ::::.... , Q° Floor.Sheathing Thickness ....................................................(per 780 CMR Chapter 55)........ ,.............3/4in. Floor Sheathing Fastening... .:::. .. .(Table 2) '.... :8 d nails at 6 in edge/12 in field 4.1 WALLS # _ > Wall Height r x Loadbearing walls ........ ......... ..... (Fig 10 and Table 5)...... :::..8 ft <_ 10' Q Non-Loadbearing;walls. ...................:. (Fig 10 and Table 5)................................18 ft s 20' Q 4, Wall Stud Spacing ........................ .......:: .........(Fig10 and Table 5 .....24 in:<24"-o.c. ) Q , Wall Story Offsets,. ......... .:..:..:. ..................:(Figs 7&8) .................................. a ft <_d N/A' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2:1.1y 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q' Non-Loadbearing walls........................................... ....(Table 5).........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs......... ......... ......... .........(Fig 10). ..................... ......... Q WSP Attic Floor Length............................................'....(Fig 11)..........................I.................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................:................. N/A or 1 x 3 ceiling furring strips @ 16°spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)...................................(Tables 7) ........................................... Q Non-Loadbearing Wall Connections Lateral no. of 16d common nails ............. ( ) ...................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ..............................:.........................(Table 9).:........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................:...............(Table 9)..........................................3 ft 0 in.s 11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans...............................:.............................(Table 9)..........................................8 ft 0 in.s 12' Q SillPlate Spans..................:.....................................'.(Table 9)......... ........................._ft_in._<12" N/A Full Height Studs(no.of studs)....................................(Table 9)..... ........................................................3 :Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................:.......... ........:.........................6'-8":5 6'8° Q Sheathing Type.......:......................................(note 4)......:..................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).......................:.............................12 in. Q Shear Connection(no.of.16d common nails)(Table 10)...........................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................59% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design:Concepts)...... .......... Q Maximum Building Dimension,-L Nominal Height of Tallest Openin9 ........:............................................................6'-8"<_6'8° Q SheathingType..........................................:..(note 4)...............................I..........................WSP Q Edge Nail Spacing.........................................(Table 11 or.note 4 if less); ........................... . in. Q Field Nail Spacing P g..........................................(Table 11)...........:..................:.....:................12 in. Q Shear Connection(no.of 16d common nails).(Table 11)....................................:.......................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................31% Q 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)..........:........... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................ Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for.Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .......... (Figure 19 .2/3 ft s smaller of 2'or L13 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................::.................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)................................................L=176 plf Q Shear...............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker...................................:..:.. (Figure 20).........:...._ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....:...........:...............................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14)...................................... L= lb. N/A Roof Sheathing Type...........:......'....:...................;:......(per 780 CMR Chapters 58 and 59) .i..... Q Roof Sheathing Thickness.,......................................... ...............................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening..:............:..:............._.:_....... (Table 2).....................:.....................................8d Q THE STANLEY 26'x38' CAPE MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES,. . Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8,ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-,Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist. and lower attachment made to lowest plate at first floor framing.' v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction.in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7go CMm 5301.2a.1)1 `-WHEN THIS EDGE REM ON FRAMING LMESd NAY$ ATfibc. Y 1.1 - - it 11 11 1 - 11 It - 11 11 11 li a I 11 4 !1 ii CID I - II qs 11 11 1 Z m to• 1"I � Q - • 11 It 44IL ii g 1 • , 11 µj 1 ! 11 I r 1 II f 11 e 1 II II 11 7 Ir 11 11 3 1 u 1 W? 11 el 11 UOUME 0)GE � s NAILSPACM i See Detail on Next Page " Vertical and Horizontal Nailing for Panel Attachment r s .� I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CNm 530i.2.1.1)1 g Q 62 r ! 1 ! a S4 FRAMINGMEMBER$ i EDGE RdTERFAEDUR£ ! Z i WMIN STAGGERED 3"M AW ` L PATTERN � PANEL PAWL EDGE r, � 'DOUBLE NAIL EDGE SPACING DETAIL , Detail . Vertical and Horizontal Nailing for Panel Attachment *0�o REScheck Software Version 4.5.0 d Compliance Certificate Project Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction '' z Conditioned Floor Area: 992 ft2 Glazing Area 13% Climate Zone: 5 u . Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 4.1%Better Than Code Maximum UA: 242 Your UA: 232 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. g; ` It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies � � M7 -� TOTAL CEILING: Flat Ceiling or Scissor Truss 992 38.0 0.0 0.030 29 Skylight 1:Wood Frame:Double Pane with Low-E „ 24 0.340 8 TOTAL WALLS"Wood Frame, 16" o.c.• 1,611 21.0 0.0 0.057 77 Window 1:Wood Frame:Double Pane with Low-E 168 0.340 57, Door 1: Glass 42 41 0.380 16' Door 2: Solid 42 0.280 12 TOTAL FLOOR:All-Wood joist%Truss:Over Unconditioned Space 992 30.0 0.0 0.033 33 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 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 04/29/1 Data filename: Untitled.rck Pagel of 8 REScheck SoftwareNersion 4.5.0 Inspection. Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each,. requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a,reference to that table is provided. - Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID K 103.2 :Construction drawings and ❑Complies [PR1]1 (documentation demonstrate ❑Does Not energy code compliance for the building envelope. g, ❑Not Observable ❑Not Applicable 103.2, ,Construction drawings and ❑Complies 403.7 documentation demonstrate ❑Does Not [PR3]1 ;energy code compliance for t4 [lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ; [compliance with the commercial ; 4 . =code. 403.6 Heating and cooling equipment is: Heating: Heating: ;❑Complies ; [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual J or a LJ other approved methods. Cooling: ; Cooling: T❑Not Observable Btu/hr Btu/hr ;❑Not Applicable I 1 , 1 1 t I Additional Comments/Assumptions: , r 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1 Data filename: Untitled.rck Page 2 of 8 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ElDoes Not , and extends a minimum of 6 in. below 16 grade. :❑Not Observable ❑Not Applicable ; 403.8 Snow-and ice-melting system controls;❑Complies - [FO12]2 installed. ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: ♦ - , A 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1 Data filename: Untitled.rck Page 3 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ! a :❑Does Not ;table for values. [FR1]1 ❑Not Observable { ,;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- ; U- - ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). :❑Does Not ;table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; 303.1.3 U-factors of fenestration products : `" ❑Complies [FR4]1 !are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ; ;taken from the default table. ❑Not Applicable 402.1.1, ;Skylight U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ! :❑Does Not ;table for values. 402.5 [FR5]1 '❑Not Observable ! ; ;❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies [FRB]1 !space have a maximum :❑Does Not !fenestration U-factor of 0.50 in i Climate Zones 4-8. New glazing ❑Not Observable. {separating the sunroom from ! ❑Not Applicable ; ;conditioned space must meet 'code requirements. E 402.3.5• ;Sunrooms enclosing conditioned U- U- ❑Complies [FR9]1 !space have a maximum skylight ;❑Does Not U-factor of 0.75 in Climate Zones° 14-8. ;❑Not Observable ❑Not Applicable 402.4.4 1 Fenestration that is not site built '. , ❑Complies [FR20]1 !is listed and labeled as meeting '. ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 = !or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable . limits. , 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not'- and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.1 !Supply ducts in attics are j R- R- ;E]Complies [FR12]1 1 insulated to >_R-8.All other ducts R R_ ;❑Does Not in unconditioned spaces or ,outside the building envelope are; ; ❑Not Observable I insulated to>_R-6. ! ; ;❑Not Applicable' 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers,filter boxes, and ❑Does Not. ,!building cavities used as return ;ducts are sealed. [-]Not Observable ❑Not Applicable - 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not . []Not Observable ; ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not below 55°F are insulated to>_R- ;❑Not Observable ; 3. . ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1 Data filename: Untitled.rck Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.4 Circulating service hot water R- R- ;❑Complies [FR18]z pipes are insulated to R-2. ;❑Does Not g '❑Not Observable ❑Not Applicable ' 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does'Not intakes and exhausts. ' ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1. Data filename: Untitled.rck Page 5 of 8 i r Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled 1 ❑Complies ; [IN13]2 or the installed R-values ❑Does Not tB provided. ❑Not Observable , ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;❑ Wood ,'❑ Wood ;❑Does Not table for values. 402.2.E ❑ Steel ❑ Steel ❑Not Observable [IN1]1 ! ; :❑Not Applicable 303.2, ;Floor insulation installed per ,,.. ❑Complies 402.2.E manufacturer's instructions,and ❑Does Not [IN2]1 ;in substantial contact with the ( 1 underside of the subfloor. ❑Not Observable , []Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.4, !mass wall with at least 1/2of the ElWood ;,❑ Wood C]Does Not table for values. 402.2.5 ;wall insulation on the wall ;❑ Mass ❑ Mass [IN3]1 ;exterior,the exterior insulation ❑Not Observable !requirement applies. ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not , ❑Not Observable ; ❑Not Applicable ; 402.2.11 5unroom wall insulation has a . .I R- R- ElComplies ; [IN8]1 !minimum R-value of R-13. New ❑Does Not ;walls separating the sunroom ; ;❑Not Observable ; ifrom conditioned space must ; !meet code requirements. ; 1 ;❑Not Applicable 303.2 `Sunroom wall insulation installed f. : ❑Complies ; [IN9]1 per manufacturer's Instructions. ❑Does Not ❑Not Observable []Not Applicable 402.2.11 ;Sunroom ceiling minimum ; R- R- ;❑Complies ; [IN10]1 Hnsulation R-value of R-19 in ElDoes Not 'Climate Zones 1-4, and R-24 in '❑Not Observable ; ;Climate Zones 5-8. •; , I ;❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies ; [IN11]1 l installed per manufacturer's ❑Does Not instructions. ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1 Data filename: Untitled.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value.Where R- -R- ;❑Complies 1 See the Envelope Assemblies 402.2.1, 1> R-30 is required, R-30 can be Wood. .. .❑ Wood E]Does Not table for values.' 402.2.2 ;used if insulation is not ;❑ Steel ❑ Steel, :❑Nof Observable [FI1]1 ;compressed at eaves. R-30 may be used for 500 ftz or 20% ;❑Not Applicable (whichever is less)where .sufficient space is not available. ; 303.1.1.1,;Ceiling insulation installed per F ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation.marked every ( I300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door ; R- 'r R- ;❑Complies [FI3]1 insulation >_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.2, !Building envelope tightness ` ACH 50 ACH 50 = ;❑Complies . 402.4.2.1 ;verified by blower door test result :❑Does Not [F[17]1 :,of<7 ACH at 50 Pa.This requirement may instead be met ;❑Not Observable Ivia visual inspection, in which ; ;❑Not Applicable ;case verification may need to 5 loccur during Insulation !Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not combustion air. } ❑Not Observable.;`. ❑Not Applicable 403.2.2 ;Post construction.duct tightness ; - cfm cfm ;❑Complies [FI4]1 !test result of.58 cfm to outdoors; ;❑Does Not I or s12 cfm across systems.Or, ;❑Not Observable I rough-in test result of<6 cfm across systems or<_4 cfm, + ; ;❑Not Applicable without air handler. Rough-in test: ; ;verification may need to occur ;during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies [Fl9]2 installed on forced air furnaces.' - ❑Does Not ' ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed "t ❑Complies N [1`I10]2 on heat pumps. ❑Does Not Q ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies " [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools: ❑Does'Not ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies ; [FI19]3 and pumps are present. . ❑Does Not IE]Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1 Data filename: Untitled.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.113 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ❑Complies [F16]1 fixtures are high efficacy lamps. ❑Does Not []Not Observable s ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating IE]Does Not equipment have been provided. " ; []Not Observable. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/29/1 Data filename: Untitled.rck Page 8 of 8. 2009 IECC Energy - Efficiency Certificate Rau Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): d�.. Window 0.34 Door 0.38 ; Skylight 0.34 _ .(. .. r Heating System: Cooling System: Water Heater: Name: Date: Comments ., 4n � lu 3178 -- _ -A I--Avt ------ - -- ml- -- LLAA Uri H A 9 SMOKE DETECTORS REVIEWED ��C® _= - Nt A 1 ---- _ BUILDING DEPT: DATE - -- ----- co - - - - - j I OL IRE DEPARTMENT DATE GARAGE ADDITION FRONT ELEVATION BOTH SIG ATURES ARE REQUIRED FOR PERMITTING - SCALE" 1/4" = V-0" Z ° _ - -- — ----- --- - ----- _ -— - �3 --- --------- FFFIFM tu _ L1 Z w Q O to Ia1i:. °- U I MEE alu - SHEET { I I { I I I J -CZAIRsE-ADDITION I I I I I I I I i REAR ELEVATION JOB; 0502 �'- SCALE: 1141° 1'-011 DRAWN BY KW DATE: 8/4/05 � . . � � \ . \� z ( k ' > a § m ( ® m A; ® r 22% PROJECT 2�X3+ CAPE F . ��� �� � § GARAGE ADDITION DEAN , q 559 CAPtAIN LIJAH ROAD CENTERVILLE, H# ( $ / ELEVATIONS . PONE: 506-425-5-46$ 99K-M7-909 31JO�idNOI.LIC3(3'V gVVZ4V�) < LU '173f'OT�d �0 0 u0-,9L a0-i9 n0-iVl - n0-,9 i 9b1vZ 'ANV � � 9VV� 'AMf �6 O Zo 19 s N cr cr >IQ V9CL t `r IL ILLJ lul 1 7-1 O b I � vQ 1 b S N N 3 I 4 Od 4 ro V g I q V V m m W Q O in I i 1 o I S 'AWV 8 II II Millid if i ll, !II III Illjl , il! II I I I I Ilia ] I III ' li ! I I I Hii I Hill JillIII a II if H III i ;jll.11 ,Bill I Ijilj III HilIII Z-, -5 81-0 Hl L-- j Ijli ',;!Ili II IIIIII iii Ill 26'-0" 70 PROJECT: 2ro`x55' CAPE zi DEAN F . STANLEY GARAGE ADDITION m M 35q CAPTAIN UJAW ROAD CEN TER VILLE, MA PLANS ° 3 I ------._._ —————— -- ———i I II 1I I :< I cp- m a'. I i i t I .`'•.`� I s f� I I II � � I '• I A I ` I I ° I r- ——— —— ——— ———————— ---- -------------------� . I I I I° I I a I I 1 200rs Lf 2x1o's I FT 2(101* <i O I J� I 13 i I I I �.j r I I I I w I I I I I I i i i ih, j M i I-----------12�_On--------- - I I I I I cFri I L-- I ro i i F -1 I I I I I W i 61-0° 4-0" W-0° 61-4° 20-o° m 2(o'x38' CAPEDEAN F . STANLE""r GARAGE ADDITION j 55q CAPTAIN LIJAH ROAD CENTERVILLE, MA f TANS PHONE: 508-428 -5466 rl '3NOHci Y `vW '3�fi�l/\�3JeN � avoN H`drl-1 NI` J c4V:) 6ge LU ui N z 9 JJJ � o u, �LL F I i T i N ��• I I � I � n I I � Ixn e-,z I , o.� ` Q W RIDGE VENT j 2x12 RIDGE BOARD L� ASPHALT SHINGLES ?+ 5 F.12 @`ba OG• ie $/0" GDX SHEATH ZING w U R30 FI5ERGLAS9 INSUL. 'C 12 12 ' 1 tit 11 2XS 5 @ Ib O.G. lLu 1.3 STRAPPING MAINTAIN AIR SPACE O 1/2" GYP. BOARD 4'-2" PLASTER FINISH d) BATH .. �' 4' KNEE WALL— FIN CONT. VENTING DRIP EDGE — 3/4 PLY SUBFLOO n ix0 FASCIA J Ix5 SECOND MEMBER 2x10'5 @ 16" O.G. ALUMINUM GUTTERS AND DOWN SPOUTS - - FRIEZE BOARD AND MOULDINGS Z Q CO INISH STAIRS 13R 55" 2xb EXT. STUDS @ 16" O.C. }-- 0 3-2x12 CARRIERS R21 F.G: INSUL. If N to 1/2o PLYWOOD SHEATHING10 �+-- TYVEK WRAP KITCHEN _ RED CEDAR CLAPBOARDS 4' T.W. W (FRONT ELEVATION ONLY) 4 U Z FINI54 FLOOR W.G. SHINGLES 5" T.W. SIDES 4 REAR W a- /4" T*G PLY SUBFLOOR b" FIBERGLASS INSUL. 2z10'S @ 16" O.C. Q m P.T. 2X6 SILL + SILL SEAL '!+ WI2x35 STEEL GIRDER 'Si ANCHOR AT 32" O.C. FLUSH y: STAIRS 13R _ BASEMENT 3-2zi2 CARRIERS ?? t� eiC 3 1/2" LALLY COLUMNS b"x7-9" CONC. WALLS 1 DAMP PROOF BELOW GRADE *3, 3 1/2' GONG. SLAB 't" NOTE: 11.. 1 w::.•.,.,,_ .._.,._ :.... 5/6" ANCHOR BOLTS � EMBEDDED 7" 42" SPACED 32' D.C. 12" FROM CORNERS WASHERS 3"x3"x1/4' 26'-0' W j IL GROSSSECTION IIIu z Q Q SCALE /4 11 OC m J 0— X IL i (V i SHEET i i JOB: 0502 DRAWN BY: KW DATE: 4/1/OS Q RAFTER ® 16" O.G. w J u \ _J up° H2.5 ® EA. RAFTER N, 4L 0 0 Lu TOP PLATE u�1 0 Z WIND ZONE WALL COMPLIANCE: V WIDTH- 5q% OF EACH WALL RUN ,— VERTICAL SHEATHING WITH 8d NAILS 3' EDGE/12" FIELD RAFTER TO PLATE CONNECTION LLI Q _ (4)16d NAIL5 PER FT BOTTOM PLATE O SCALE: N.T.S. LENGTH 31% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3' EDGE/12' FIELD (4)16d NAILS PER FT BOTTOM PLATE DOUBLE ROW m STAGGER NAILIN INTO BOTH PLATES ! 2x6 DEL TOP PLATE — (A J { M;aZ � t � ad£ Q o ' �- to VERTICAL � a£ arm .. STRUCTURAL PANEL 1g -r-HO ,a NAILED 8d COMMON ii emu^ `= V 0 3' O.G. EDGE r0 it AND 12" IN FIELD _ O I Q m OL rw _� _ - Et } VERTICAL 04? t DOUBLE ROW STRUCTURAL PANELS STAGGER NAILIN BREAK ON SECOND FLOOR INTO BOTH PLATES RIM JOIST - '�; 2x6 DBL TOP PLATE RM AgaL I st_4 I , t #' x a t i �- 2EYA l tf SECOND FLOOR ui� 3rL 4r'1 {{% RIM JOIST VERTICAL STRUCTURAL PANEL `€ zc F � STRUCTURAL PANEL NAILED 5d COMMON �_ =f e i NAILED ed COMMON ® 3' O.G. EDGEtt ?E ® 3' O.G. EDGE AND 12' IN FIELD '` - AND 12" IN FIELD 3.q 't ..T_m -f r ta' t ttJ Q nT p t 1 r� h X DOUBLE ROW DOUBLE ROW ^ � -" STATGGER NAILING - �'� STAGGER NAILIN II INO BOX AND SILL 1.; = N INTO BOX AND SILL 'k, 1 I II II II II SHEET II II A 7 II I �I ;I ` OFULL HEIGHT SHEATHING —SINGLE FLOOR ®FULL HEIGHT SHEATHING —MULTI FLOOR SCALE: N.T.S, SCALE: N.T.S. JOB: 0502 DRAWN BY: KW DATE: 4/1/05 L U fti�t' s (1-4 Mo n" • \ �/r� V'�'�� .'�1 'e c �. - - RIDGE VENT - �'/, \ - —2x12 RIDGE BOARD - .Q ASPHALT SHINGLES 12 0 G• - �0 5/8" COX SHEATHING W 12 R38 FIBERGLASS INSUL. 'C - . �12 - — i 1 2x8 S-@ 16 O.C. - > �Ix3 STRAPPING _ MAINTAIN AIR SPACE - ji/2° GYP. BOARD 4-2n Lu PLASTER'FINISH m BATP tw` 4' KNEE WALL U FINISH FLOOR CONT. VENTING DRIP EDGE _ - - - 3/4 PLY SUBFLOO - �! Ix8 FASCIA _ IxS SECOND MEMBER ' Q 2x10l5 @ 16° O.G. - ALUMINUM GUTTERS AND DOWN SPOUTS - i( FRIEZE BOARD AND MOULDINGS �l INISH STAIRS 13R 88' 2x6 EXT. STUDS @ 16" O.G. ` iv 3-2x12 CARRIERS - R21 F.G. INSUL. - •�`Il . - 1/2' PLYWOOD SHEATHING - . roe. KITCHEN TYVEK m RED CEDAR CLAPBOARDS 4" T.W. - - - (FRONT ELEVATION ONLY) - (� . - - W.G. SHINGLES 5' T.W. SIDES 4 REAR ( / - _ FINISH FLOOR - - i 3/4" T44 PLY SUBFLOOR - �- . _R30 INSUL. - - - LrcniS�u�Su 2x10'S @ 16" O.G. 2S2S2RR$2SL2S — •-2x12s GIRDER - P.T. 2X6 SILL + SILL SEAL �f ?- ._ ANCHOR AT 32' mil. O RIDGE VENT ,�u ll �rI / I�IILCI I.- TAT �0,`-SI _, r I I ICI _ .. - 2x12 RIDGE BOARD 1 p j /---STAIRS 13R - 1 I�T LH ' I 6 BASEMENT 3-2x12 CARRIERS ASPHALT SHINGLES ' 4uz 5/5' CDX SHEATHING tt,, ,, . 1/2" LALLY COLUMNS - - � 8'x7'-9° CONC. WALLS - 1-1--L O _ DAMP PROOF BELOW GRADE � 12 .I 5J 18 1/2° GONG..SLAB - �12 .., ..::. ...:.. .. 2x8 5 @ 16 O.G. N-- 1 CROSS SECT 1 ON CONT. VENTING DRIP EDGE i Ix8 FASCIA SCALE: I/4" = 1'-O° Ix5 SECOND MEMBER ALUMINUM'GUTTERS AND DOWN SPOUTS FRIEZE BOARD AND MOULDINGS - y: ix3 STRAPPING �. a 5/8" GYP. BOARD - - - W FIRE RATED < .88°. 2x6 EXT. STUDS @ 16° O.G. - - _ 1//2' PLYWOOD WRAP SHEATHING _ Q o RED CEDAR CLAPBOARDS.4" T.W. 1 U Q O (FRONT ELEVATION ONLY) - V .� GARAGE W.C. SHINGLES 5" T.W. SIDES 4 REAR XLu -- --------------- 4"_CONC. SLAB. -- -----_FIRST FLOOR .r Q _ CL -------------__— P.T..2X6 SILL + SILL SEAL - - N [� . . :.. . .....:.. ...:. ANCHOR AT 6O.C. MAX 8"x3'-9" GONG: WALLS _ ——————————————————————— —— SHEET CROSS SECTION SCALE: I%4u I'-O° JOB: 0502 DRAWN BY: KW DATE: 814105 0 Oz o3� 0 P��L d � s �� ,c k�j ACCESS COVERS MUST BE WITHIN 6' OF FINISH GRADE 9 M/N/MUM, INVERT ELEVATIONS : DESIGN CRITERIA :. GENERAL NO TES :. -103.0 FIRST 2' TO 3' MAXIMUM COVER INVERT AT BUILDING: 99.5 DESIGN FLOW: BE LEVEL MIN 2' OF PEASTONE INVERT IN SEPTIC TANK: 99.0 3 BEDROOMS AT 1 JO G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OR F l L TER FABRIC INVERT OUT SEPTIC TANK: 98.75 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMI T T/NG 4- DIAM PIPE INVERT IN DIST. BOX: 98.67 PURPOSES ONLY. 3/4" - J J/2" DIA. NO GARBAGE GRINDER o _ DOUBLE WASHED STONE INVERT OUT DIST. BOX: 98.5 2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS 99.5 / 9810 .75 98.5 2' �� 99.0 v CAS J 98.67 98.3 :0 96.3 INVERT IN LEACH CHAMBER: 98.3 RAFFLE SEPTIC TANK REQUIRED: SET. SEE SI TE PLAN. 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 96.3 330 G.P.D. X 20OX - 660 GAL. D-BOX W/4" STONE AROUND. 12.8'w x 25*1 x 2'd ADJUSTED GROUND WATER: NIA SEPTIC TANK PROVIDED: 1500 GAL. MIN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND N1500 GAL H-20 OBSERVED GROUND WATER: N/A MAINTENANCE OF THE SEPTIC SYSTEM SHALL SEPTIC TANK 6 CRUSHED STONE OR BOTTOM OF TEST HOLE #l: 90.6 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO 'MASS. D.E.P. TITLE 5 AND LOCAL COMPACTED BASE ; DESIGN PERC RATE C 5 M/N/I NCH BOARD OF HEALTH REGULATIONS. PROF I L E : NOT TO SCALE SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEP T l C SYSTEM COMPONENTS LOCATED UNDER 330 GPD / 0.74 GPD/SF 446 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 99.8 / �' THAN 3' 1N DEPTH SHALL BE CAPABLE OF WITH- PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS. \ W/4 ' STONE AROUND. A-471 S.F. 471 S.F. x 0.74 - 348 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR 0 [ ' CB/DH FND APPROVED EQUAL. ' j SOIL l L TEST PIT DA TA 99.o \ / \ 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED LEACHING CHAMBER PERCOLATION OBSERVE DD(� /'. Co GALLON � � � _ / / \ INDICATES � INDICATES PRECAST CONCRETE OR APPROVED POLYETHYLENE.LEAS �� i� i� �� / � \ � _ - / - W/4' STONE AROUND } TEST GROUNDWATER BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER ' / 1 TP #1 TP #2 P#14331 TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE Ir-Vl� � /' � � HORIZON TEXTURE COLOR 100.8 HORIZON 'TEXTURE COLOR 101.0 OUTLET. ORGANIC ORGANIC �1 98.3 I/ ------ -Q�o� - , 0 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE". 2' - - - - - - - - - - - - - - - 100.6 2" - - - - - - - - - - - - - 100.8 - I-888-DIG-SAFE AND THE LOCAL WATER DEPT. LOAMY IOYR LOAMY IOYR - Zy•••.: :::..: `"o '' A SAND 3/3 A SAND 3/3 FOR L OCA T 1 ON OF UNDERGROUND UTILITIES. CB/DH N ,� 8- - - - - - - - - - - - - - - - 100.1 8` - - - - - - - - - - - - 100.3 O 6� A� ( 1'.'.'.'.".:::. .:: .:. ` I \ LOAMY IOYR LOAMY IOYR C� 16y _• : '_• .: �� i \ '1y B SAND 4/6 B SAND 4/6 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE BM. CATCH BASIN i / 1 _•v.'.; v,� 26* - - - - - - - - - - - - - - - 98.6 26` - - - - - - - - - - - - - - 98.8 RIM - 97.35 / 99.8 D-BOX I DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION / t ( O C/ MEO-COARSE IOYR C/ MEP-COARSE IOYR SSOO C TANLLO } SAND 6/4 SAND 6/4 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE SEPTIC TANK \ } } '� 46` 46 CONSTRUCT I ON I NSPECT I ONS. s� TP#4 \\ { b 9. NO DETERM!NA T I ON HAS BEEN MADE AS TO TP•2 v \\\ COMPL l ANCE WITH DEED RES TR l CT l ONS OR ZON/NG TP#I \ +ror.�� I20' NO WATER 90.8 I20` NO WATER 91.0 REGULATIONS. I SHALL REMAIN THE CLIENTS __ ' RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL _ 99.5 I ��63'= -- O o TP #I TP #2 PERMITS. VARIANCES ETC. FOR THIS PROJECT. + I RE V V � 0. HORIZON TEXTURE COLOR /01 2 0" HORIZON TEXTURE COLOR 101.4 1 \\ ( 49 O% ORGANIC ORGANIC V v Jlk0?0 G o3 0 _�u, N �. O - 10--- I T=.:SHALL_RE�NA I N THE-_CL-1 ENT'S-=RESPONSI S I L T-TY / , \ „ 2 - - - - - - - - - - - - - - 101.0 2- - - - - - - - - - 101.2 I`0 HAVE THE PROPOSED BUILDING FOUNDATION of m A coAMY /QYR A LOAMY IorR DESIGNED TO ACCOUNT FOR THE EXISTING GRADE SA 3/3 SAND 3/3 - - - - - - - - - - - - - - - - - - - - l00.9 AND SOIL CONDITIONS AT THE LOCATION OF THE / SA \ LOAMY LOAMY IOYR IOYR ' SAND 4/6 B SAND 4/6 PROPOSED BUILDING. \ \ \ I ------------ ----- - 24` - - - - - - - - - - - - 99.2 24` - - - - - - - - - - - - - - 99.4 v \ \ gi \ I I \\ C/ MED-COARSE IOYR Cl MED-COARSE IOYR \\ \ +100.8 I +101.7 \ SAND 6/4 SAND 6/4 !Ay Z'� \\ \\ \� \ ''f j } �` ✓ t �� � ,ors n Q NO WATER NO WATERS 4 \ \ \\ r+ C8/OH FAD 12 - 91.2 12 9/.4 9tx \ \ f UP 9-4S/2 DATE: APR1L 16. 20/4 i U F TEST BY: STEPHEN HAAS WITNESSED BY: DONNA MlORANDI �( PERC RATE: C 2 MIN/INCH y LG o S l TE PLAN O )= LAND 351 NYE ROAD MAP 148 . PARCELS 140 c l 4 / 9- 0-A . 5 60 A$ BARNS TABL E . ( CENTERV I LLE ) MA . \\ LOTS 22\\ & 2 330. 132+ S�F. PREPARE7D FOR \ \ \\ DEAN ST,ANLEY \-- LEGEND LOCUS 0 CB CONCRETE BOUND 350 CAP T L l .JAH ROAD CENTER V l L L E . MA 02632 z HYDRANTiNE S CAL E : l y- 2 0 APR / L 22 . 2014 GAS LINE STEPHEN A . HAAS y OHW , OVER HEAD WIRES ; LIGHT POST ENGINEERING , I NC L BERT ---E- UNDERGROUND EL ECTR l C L l NE r � 9 2 3 Route 6 A PO - -T- UNDERGROUND TELEPHONE L 1 NE Y a r mo u t h p o r t MA . 02675 A -CTV- UNDERGROUND CABLEVISION LINE � � ( SOB ) 362-8 1 32 o +40.4 SPOT ELEVATION � � ( 5O8 ) 367- 1 69 1 --40-- --- EXISTING CONTOUR L O C l l C n�JA P 0 /0 20 40 40 PROPOSED CONTOUR JOB NO: 14-0/6 • V J ,V! I