Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0122 PHEASANT HILL CIRCLE
r� `. ,�� �+ Town of Barnstable Building Department Brian Florence, CBO MUST COMPLY WITH HOME OCCUPATIOP Building.Commissioner• 200 Main Street, Hyannis, MA 04��ES AND REGULATIONS, FAILURE TO www.town.bamstable.ma.us PLY MAY RESULT IN FINES. Pre-application for Business Certificate Date (J Map 06'_!!V�arcel � — I E_ Applicant Information Applicants Name '—(' Applicants Address da�3� PP �02� �R�'Yt�l�lT 1'�j� � C'c QC L� Email Address (Z i � .CO►'t/` Telephone Number �' �`7 lt7`pJ Listed Unlisted ❑ Business Information New Business? ---------------------------------------- es No Business is a registered corporation? ------ ----------------. Yes If yes Name of Corporation Does business operate under the registered corporate name? Yes - Is the business a sole proprietorship or home occupation? _----___ (. Yes No If yes then a Home Occ action Registration is required—See Building Division Staff Name of Businessl Business Address C7I RC LC l DST IT ©a� Type of Business 0 (r'1' '1 in Commissioner O ice Use Only e Conditio s T L�l Building Commissio Date Ar') Clerk Office Use Only f Town of Barnstable Building Department MUST COMPLY WITH HOME OCCUPATION RULES AND REGULATIONS. FAILURE TO �oFT"E ropy Brian Florence,CBO COMPLY MAY RESULT IN FINES. Building Commissioner BAMS asrZE, : 200 Main Street,Hyannis,MA 02601 Mass. v� 1e�9. ,0� www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION R-tGISTR.A.TION Date: Name: I L '—tiQ Phone#:Yq s�" �"[ Address: 60 LS�G LE Name of Business: A-al Type of Business: +' Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1:4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust oT other particular .matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one . pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included • No person sha e e oyed in the Customary e Occupation who is not a permanent resident of the dwel ' g 't. 1,the undersigne' e re with the ov es 'ons for my home occupation I am registe Applicant: Date: Homeoc.doc Rev.10/17 t C01-TIr-10,a vealth of 1dassachuset s 0, Date: MAR 24 201 Perrlii0�5 ��/ v� 5 Estimated Job Cost: S 10,0060 VN OF BARNSTABLE Pernit Fee: S Plans Submitted: YES NO ✓ Plans Rev iew,--ed: YES ti0 C' Bus'ts.s License �� 5pplicantLicensz- Business Infbrnlatlon: Property Owner/Job Location InlormailOn: Nave: VErn Gn Name: SEreet: S 1 �Cl�'k�0 Street: 1:1/i Iw .J , city/Ton: . 'Ct` la:H,-ldAl City/To�.tin: Tel epn0ne: 50 _ "U5. 00 Telephone: Photo I.D.required/ Copy oirPho'vo I.D. attached:. . YES. y/ N0 . staff 1* ai J-1 / ti1-l-unrestrlctedl_icznse J-� / '1- -riaLll.LGd lQ Q Velllrl�s.q-slorles or less and. cot! � ercial u7-t0 10,0-00 s L.J -stories CC .. ._ _ q. _ Or i�-- r � / Residential: l-2larnily V iu1Li-`a mile CoLdo/TOy=iIIIous=s Ol_e_ Commercial: 01_1c Retail Industrial Educational Lnsiiztional Other Saaare Eootaue: under 10,000 eq t. ✓ over 10,000 sq. rL. Niurnber of SLor1.e IN Sheet metalwork to be completed: Nieti; Vki o_k:: V R5novat ion: rl'YT^�C iNietal Watcrsb�e nric �d Rooitcl�en Exhaust Sys 2' µ 03 1'ietal Chirrum?ey i Vents ^it Balarlcinsz t r, Provide detailed desciiption or ,-work to be done: . r. INSURANCE COVEP4GE: I have a current liability insurance policy or its equivalent,,vi ch meets the requirements of MI.G.L. Ch. 112 Yes ` ho If you have checked Yes indicate the type of coverage by checking the appropriate box below: i A liability insurance po-licy' I I ,� ' Other type of indemnity pond OWNIER'S INSURANCcN(AIVER: I am aware tnatthe licensee does not have the insurance coverage required by Chapter 112 of the Miassachusetts General Laws, and that my signature on this permit application waives this requirement. i Check One Only i i 0`Nn.,�- � Agent Gent� _ { _ I J Signature or Owner or",,vners?Age i By checking this bcxlJ; I hereby cacti y that all oft the details and information I have subirmt—ad(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheat metal vrork and installations performed under the pernit issuad for this application will be in compii=_nca with all peianent provision of the?v1=_ssaciuse 's Building Code and chapter 112 ofthe General Laws. Duct inspection required prior to insulation instaliation: YES NO .. Pro�re-s;Ins�e:.�ions 7 Final JnSpeCt10n - - - - D_; Type of Lic nsa: I I sy ❑ M-astar � I i?i2 I_I i'!t?JLer-rwJtrlCied I .• v City/Town i - - I . II ivoUrr,_/p&son SginaIul- of L Ic—en Se ci . it= ❑.iourn yper50n-ResOced I \�U(ilD�r �!! ?• License j _ I n Chec„St: :° .rra-s.:�oyldQ1 I I i I Inspector Signature of Permit Approval I ' � r Town of Barastabje o . Regulatory Sex-vices Thomas 11. Geiler,Director �r�n � tIIZCIT.11 Division Tom 11'errp,a3�ilaiu�Comrnissicr<er 200 WIAa l Sb-Oct,:I- yzm;ii.c,IVIA 0260I e�v�v.in•w n,b crnstati l e.n�a,u; Office: 508-8624039 Fax' SOS-79D-623Q PrapexLy (��c»iPri�2Yst.. Complete ancSip, 'Th.s Sectxoa If Usiag--&�Buijdc-e © es J as Dwyer of The subJect propeFCy to a.ct oxi my bebalf., '-ii all=Lters KzL?ti.-ve to ao.rk aT: hoi;..z-.ec1 by b M, ub Pew t a-pplit:ation for. (Ajd ss o�:JA Szt a1 C er .ate Pziz�t If p1-0-D c Ity—( MIC is appl)xng fart etmit pleas e complete -111e HomeowDc. s License Exc ption Farm- ors the mvetse side. VVVERNON-01 DPEARSE DATE(61MIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE �..� 9126/2014 --.__-______..F--__---_ IS- _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIONONLYRND-CONFERS-NO-RIGHTS"UPON-THE-CERTIFICATE-HOL-DER:THIS•--- -------- CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BYTHEPOLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed, if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE C.Ne:(877)816-2156 434 RIB 134 -(�A9,10'--- South Dennis,MA 02660 ADDRESS: INSURER(5)AFFORDING COVERAGE NAIC q INSURER A:ARBELLA PROTECTION 41360 INSURED INSURERS: _ W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. P.0.BOX 1266 INSURER D West Chatham,MA(12669-1266 INSURER E: INSURER F: I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TN__ SR TYFE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LIMITS LTR t POLICY NUMBER MMIDDIYYY MMIDDNYY A X COMMERCIAL GENERAL UABILITY EACH OCCURRENCE IS 1,000,000 DAMAGE TO RENTED CLAIMS-MADE !']OCCUR 8500052832 10f01/2014 10/01/2015 PREMISES Ea o=rrence $ 100,000 MED EXP(Any one person) S 10,00 PERSONAL&PDVINJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 �X POLICY PRO- El LOC I i PRODUCTS-COMPIOPAGG S 2,000,000 I I OTHER: I S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A (Eaacadent)___ $ 1,000,000 ANYAUTO 1020006346 10101/2014 11010112015 BODILY INJURY(Per person) S ALLO44NED X SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS S NON-GYMED PROPERTYDAMAGE I HIRED AUTOS X AUTOS Peracddenl S }( UMBRELLALIAB HCCCUR EACHOCCURRENCE is 4,000,000 A EXCESS LAB CLAIMS-MADE 4600052833 10/0112014 10101/2015 AGGREGATE $ - 4,000,000 DElr—x--RETEWIONS O'nao WORKERS COMPENSATION OT AND EMPLOYERS'LIABILI Y - STATUTE ERH ANY PROPRIETORIPARTNER/EXECUTIVE YIN EL EACH ACCIDENT $ OFFICERIMEMSEREXCLUDED? NIA _ �— (Mandatory lnNH) E.L.DISEASE-EAEMFLOYE $ If yyes,describe under 0 SCRiPTION OF OPERATIONS belcw E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation —Workers Compensation Certificate for Policy 46862UB9972L66413 has been requested from ACE Insurance Company and Will be Forwarded Directly by ACE "This Certificate Replaces any Prior Certificate Issued to the Holder for the Policy,Period 1 0/112 0 1 4 to 101112015 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601.0000 AUTHORIZED REPRESENTATIVE ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD DATE ACCW0 ® LIABILITY INSURANCE 09-24-2014 CERTIFICATE F A THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 AIC. o Exit: ac Nolm SOUTH DENNIS,MA 02660 E-MAIL ` INSURER(S)AFFORDING COVERAGE NAIC it INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P 0 BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: 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 CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY EX LTR TYPE OF INSURANCE ffNSR WVD POL[CYNUNlBER (MMIDD E(YYYY) MMI DIIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENrE—RAAL LIABILITY DAMAGE TO RENTED S PRECLAIMS-MADE I 1 OCCUR MED EXP( En o e persrranon) L� FAcD EXP{Any one person) $ PERSONAL A ADV INJURY $ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP ACG S POLICY JECT El LOC S AUTOMOBILE LIABILITY OMBIND SINGLE LIMIT $ a accr ant ANY AUTO - BODILY INJURY(Per person) S ALL OWNED SCHEDULED S AUTOS AUTOS BODILY INJURY(Per accident) HIRED AUTOS NON-OWNED PoOecEandenl AMAG� S AUTOS $ — -- — -EACH-OCCURRENCEtlMBRECLhCIAE!I;- OCCUR EXCESS LIAR CLAI ;dADE AGGREGATE -$ S DED I RETENTIONS S V10RKERSCOMPENSATION X WC STATu- OTH- ANDEMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETORt?ARTNERIEXECUTPl � - $500,000 OFFICERIMEMBER EXCLUDED? I N I NIA E.L.EACH ACCIDENT (Mandalory In NH) lJ 6S62UB '10.01-2014 10-01-2015 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,descnbs undor 9972L664 DESCRIPTION OF OPERATIONS belt v E.L.DISEASE-POLICY LIMIT $500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space Is required) r , CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA02601 NOTICE WILL BE DELIVERED 1N ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE - - JOHN J.LUPICA,President 19 8-2010 ACORD CORPORATION.All rights reserved.. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD r �ze�'or�itrzarrfr=ec��li o�$�rzssaehi�cr�fs Depanhne faffiuZus -4ccrJe7rrs 0 �. Off[----i0fli vestigesions �fii Bostara, 02M, fvn,T1�rtimze govldia Workers' Compen_cationlns-t=-ace-A-.ffcda-vzt: Buitders/Cenfi-a:ctors/Elerfricizns.Tlnmbers - plkmat Infarmation Please Print Le,-gW, tYdllle om mtladiCirirD. w VP !Ln a n � l L I1"1 V,1-11 151 n� -� 1� t.n4 I, CC J n C� A ddre-SS �0 V- H,,y- /"lux wu City/Stat�lzip: LV C-)-I -I 9.n,, al A Phone Are J ou an employer?'Check the appropriate bo-. T;-pe of pr°lest (rtqmredl: -IE4 I am gea_raI ccnfractcr ndIma emo loyer Stu /o 3 d- IVT2LY nsst� • ampir—ees(S3I1 a-d•'orpart i-me)_* tb�aveE—ed6--sub-coatacfors. Z_❑ I=a sole per cFar of par;,..:.-`r- 1Ltp-d ca the attched shwt. '- ❑P`mod-si -g s1-4 an, hz e-I loyees TI--ze sab-contractors have g ❑D 1oliaca x 's for M !n any e,"3i.!]1C1Z''_--�..-,aIlL3.112FiC Qc�".ZfS' cap '``'ti a ❑3udEag add Son FNcS w o-'=es,' co _--surmCe. Como.imsarance r red: y . 5_❑ We are a corporatimand its 10-.[]Electrical repairs or additiorzs 3.❑ I am a hcmeo-r-M-ar do ag all v oiY oEcen ha'v-ereressed ffier' I I-❑Piumt�ag repairs er ao`iu s nay---If (l10 ��F 5' c,� _ rift of e: •Harper b-GL I?❑Prof rc; se , uvzz-ace re-TiLre•d j E c_ 152, g 1(4%andk Hem ac• 1nF workus, 1 -0 i� er � 5-- -IhC CL=. insr7a20e mqu red.l _-_, ;_��:�.=:.a.•-A-�z��..�rcti=.,a.:a_t=_=�ri[_b��o'=>_o� _;*.�`-co�-=,'[oyx a�=a � .�--_=- . gib*- �s Z-7-Es L i�c„=rL f SEa ar 2=::L t roc End.Emm t--;-.-cirma=ccn�:`mts --mlmmit a n-- 1 siar J1 this tc„ :Ydum!:,a xu6oa-. shsEtt 2 am, ar,8.:-!p!ay�r Tltitj'Ll LPCJY•'t�P�lI'CI'1-_'c'-!'3'C-CTLL-E'f:S'ri.FC.tl:TL,��arcce jor mu c'.fTt17�J]'t`e'S. H L—t'LS f!epr-,�TL-V i,.itfl]Cb 2�"2 L'q Crmati'Q'L . (��-7 / n u� )x°•�l c-� �' r-n P •n its 1'v^I1 = )r�?If F^S �•�- 9 1 1 a L LC,�� t `J R pL tioaDatee: 7 job Sit.r�<z—,: : ���. L, C i-y"S tateizip: Nl ttzcFs a•c- y of the-�-arr_ers'Cora ensadon policy declzrstion awe'(showing the number•anal dtiou date . P. P P 5 P s ( � Fo�3' �g�'' } Failn-e 50 sec•-ura cove age as:ca:-reri ua6e;seccEoa 25A of N-ML c. 152 can lead to the position ofaim...na1�Eies of a Sze up to S1,500-0a and.tor o2=eariazn. t,as wen as ci;*ii p:eaalties in ffie fo=t of a STOP WORE:pRr-EER and a tee. , of up to�250_&D a day agggaia�,the=riolator_ Be advised that a co rf of this stat-�t may be fGr-��d--d to the 0 uce-of lmvebtcpdomofrLeDLAE--in arc coveragev--riE=tion I da Fter ebb car ifp rtrLdEr EkE uns anrt papa ies afPwJury th atfhe'in orrcrcc�an p,m-L* r£aba uc&hz a and corract Si fire:\ 7:fC�v.�-.� •�c, --z.' Date- g I l I LI rU) x-4 ag i Oj"rE,ial Us-�onfly. Da not write in it fs arer,is be ao'mv Fted by city or town affimK City or Towa: Pffmdt/I_•icease F Ewing Autho.iiL7(drde one): 1.DeardofH•ezi-th ?.PuffangDeparbnent 3.Cit;-IowuClerk 4.EIec:tricalIn-pezfor. i.Plumbiugla_-P--ct•:,r 6.Gtb•ex Ccla`--ct Perso.n. Phone ff: Poid.Then Detach Along All Penorations COMMONWEALTH OjilF MASSACHUSETTS BOARD SHEET METAL WORKERS SM AS„A BUSINESS 'ISSUES THE ABOVE LICENSE TO TYPE ER'.IC T. WH.:ITELE'Y _; W ,VERN0N: WHI.T,ELEY PL13 'Al" —B 28' VIL.L'AGE LANDING C PO:. BOX 266 '� W CHATHAM PIA` 02669 000 292629 1'60 12/22/14 2.92629' Fold,.Then Detach Along All Perforations Qv;C.OMM`ONWEALTH ASSACHUSETTS BOARD OF { r SHEET h1fTAL WORKERS µ�SSUES THES FOULOW1iVG VC,ET iS ; t ` AS A �tAST1ER UNRESTRICTED ]1 1 4 ' WEST CHATHAM �1A o2669 02?+8 a 2967 02/28/16 180512E s -ASiSACHi�SETT-S r _ r •--�,--- �ICENSE t ,s D r o 6 970:. LL e.1811 MAIN W CHATHAM MA 02669 / V\• 5•D00109.2014 Re 0 7 15 20119 ' F4 �t"Eti Town of Barnstable Building Department - 200 Main Street JIMMSTABLE. * Hyannis, MA 02601 MASS 1639. , (508) 862-4038 RFD A�A Certificate of Occupancy . Application Number: 201500021 CO Number: 20150104 Parcel ID: ` 002002012 CO Issue Date: 06103/15 Location: 122 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r TOWN OF BARNSTABLE '� �tNEB u9 201500021 BAANSTABLE, * Issue Date: 01/21/15 Permi t 9 MASS �ArFrD N39. a Applicant: BAYSIDE BUILDING,INC Permit Number: B 20150126 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 07/21/15 _,Location 122 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002012 Permit Fee$ 612.00 Contractor. - BAYSIDE BUILDING,INC Village COTUIT ' n App Fee$ 100.00,,License Num 005645 Est Construction Cost$ 120,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND y CONSTRUCT A 3 BEDROOM 2 BATH CAPE WITH AN ATTACHED I ARTHIS CARD MUST BE KEPT POSTED UNTIL,FINAL•, GARAGE-AFFORDABLE { INSPECTION HAS BEEN MADE: WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 . INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 t Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF EITHER� PORARILY -R E• ENCROACHMENTS ON PVBLIC,PROPERTYFNO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST,BE APPROVED.BY THE JURISDICTIONS STREETOR ALLEY:GRADES A WELL AS DEPTH AND W-C 4TION OF PUBLIC SEWERS MAYBE" i OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,,THE ISSUANCE OF THIS PERMTI DOES NOT RELEAS&THE APPLICANT FROM:THE CONDITIONSOFANY APPLICABLESUBDIU[SION: RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. " 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). gg All BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I R/ w qr, ,0( I � 2 / 2 2 r 0 L c)�� C-�7y� f i 1 Heating Inspection Approvals Engineering Dept Fir t 2 B ealth , Y - � - - , _ r x . �:ti. : . . t .: - ,. ,:' . ` c � ,. , .. �� .:{ �a{M1 / l J . ,.4 . I � . ..,/'a-.Fw.7f`l�r-R'I..�..yq-•..ram .'rt'r•M�'.„-a...•*..lti,.q�,.,,_.. . r. _ .,.--t-14.. ' IME ip Town of Barnstable BARNSTABLE. ` Regulatory Services 9 MASS. 2639 Building Division pIFD MPy A, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection FgAmC Location 1 C-' c.F— Permit Number r Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �f l A)b -S- -A s --i-b BA-S g�,i r-- 0 5�✓Q f.:,- L AA-D EO 1--VI, G F c'M r-O ge, U 61.J CCi7 d U Please call: 508-862-4038 for re-inspection. Inspected by . Date /f171Y r" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel (Z. Application # �� C� r Health Division Date Issued Conservation Division �,/� Application Fee Planning Dept. Permit Fee I u 7. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis V Project Street Address )Z2. ��'►2a-g�� N1 10 c(rcLe Village ( O ► ' Owner Address ILQ— Telephone - t�ItQI Permit Request O Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain C Groundwater Overlay, Project Valuation Construction Type.L5,0� J�, Lot Size _`���- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family R Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes I&No On Old King's Highway: ❑Yes W No Basement Type: t.Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) VOL Number of Baths: Full: existing new _�� Half: existing new Number of Bedrooms: existing, new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: Q Yes ❑ No Fireplaces: Existing New Existing wool coal stove: ❑.Yps ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: = xisting;,p❑ netW size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Othe4! - Iq qq Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = Ze: Commercial ❑�Xcayk Y L�-Ql Yes . o If yes, site plan review# Current Use Ik Proposed Use APPLICANT INFORMATION u '(BUILDER OR HOMEOWNER) Name Telephone Number Address le r�ln+eV l License# 0056-tt�' Home Improvement Contractor# Email "i�LtjjU -O VIA Worker's Compensation # l�07�D(an ALL CONSTRUCTION 6RIS RESUL ING FROM THIS PROJECT WILL BE TAKEN TO 0 SIGNATURE DATE �Z f?�10 ICI k r FOR OFFICIAL USE ONLY '.' APPLICATION# r DATE ISSUED MAP PARCEL NO. r _ Y ADDRESS VILLAGE OWNER r s . DATE OF INSPECTION: h FOUNDATION FRAME9l-��IS INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL f - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. r 471 Departi-nent ofIndustrial Accidents 2 Office qfInvesdgadons 600 Mashingtarz Street Bastan.,MA 02111 wTviv.niass.90v1dia Workers' CGmpeii.satiou Insurance AffldaNdt: Bui-ldirs/Contracto.rs/Electricians/P-lumbiers Applicant hformation Please Print Le Name (Business/OrgmizaLion/Lridi-viduai): Address: city/state/zip:C4�—�u,r,r4V/,U—F zkfA 6US3� Phone Are you an employer?Check the-ippr6priate,[gip:, Type of project(required): 1.❑ 1 a-m a employer with 4. EYI am ageneral contractor and 1 6. lam`New construction employees(full and/or part-thne).* have hired the sub-contractors 7. F1 Remodeling 2.❑ 1 am a 961i proprietor or partner- listed on the attached sheet t ship and have to employees These sub-contractors have 8. [] Demolition working for mein any capacity. workers' comp.insurance. 9. El Building addition [90 woACTS, comp.insurance 5. ❑ �V6 are a Corporation and its id F�Electrical repairs or additions required.] officers have exercised their J.11_1 Plumbing repairs or additions 3.0 1 afn a homeowner doing all work; right of exemption per MGL m' elf No workers' comp. c. 152,§1(4),and we have no 12-E]Roof repairs insurance required.]i employees.-[No workers' 13.[:] Other comp.insurance required-] I I r rs Any applirmtthat checks box#1 must also fillout the section below showing their wo he 'compensation policy information: t Homeowners who,submit thus affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicatingsuch. *Contractors that check this box mist attached an additional'sheet showing the name of the sub-contraitors and their wQrhers'comp.policy informotion. I am an employer that 1sproviding ivo.rk-ers'cam.pensation insurance far my ervplayees. Below is thapolfcy and job site infarmadaiL _2JC2, eo Insurance Company Name: ` , Policy#or S elf-ins.Lic,#:_M 7-�Co Expiration D ate: Job Site Addiess: City/Statemi): Attach a copy of theworkers' compensation polidy declaration gage(shoe lncy the policy cumber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the inaposition-of.criminal penalties of a fine up to$1,500.00 and/or one-yearimprisom-nent, as well-as civil.penalties in the form of a STOP WORK ORDER and alit of up to$250.00 a day.against the viohtor. L�6 advised that-a copy of this statem6nt may be fbrRTarded to.the Office of Investigations.of the DIA for insurance coverage verification. I do hereby cerdly- under the pains an dpeyr aP,1--s ofpvjuYy ihai the inforrizardan provided above is ve dnd correct. Date,: Phone#: .. :7-7 1— 16 Q0 J rJ Official use artly Do not-write in thts area,to be corifpleted by city or G reivn of City or Tavm- Pexnar'Mcense 4 Issuing Authority (circle one): L Board of Health 2.Building Departraent 3. Ctqfroma. Clerk 4.Elea.-Hcal Inspector 5.Plumbing Imp edor C. Other. can't-ac"t Person: Phone th Subcontractor's Insurance 2012 GIL Policy GL Policy, WC Policy. WC Policy_: Sub Contractor Effective Date. Expiration_' Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/13/15 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. . 06/05/08 06/05/12 10/12/08 11/13/15 Wood Floor Specialists: 508-888=3958 02/03/08 02/03/13 02/03/08 12/01/15. 1 9�t Massachusetts -Department of Public Safety t Board of Building Regulations and Standards Construction Supervisor License: CS-005645 � iIS BRIAN T DACEY PO BOX 95 � ' CENTERVILLE MA 02632 fZ4,. Expiration Commissioner 04/19/2016 r Regulatory Services Thomas F. Geller,Director Building Divisions Tom Perry, Building Commissioner 200 Main Street, Hyannis,Na 02601 w-ffv.town,b arnstab le.ma.us Office; 508-862-4038 Fax: 508--790-6230 Propet y Ovme' r Must CoMplete and Sign This Section If Using ABuild'er I, • av\ ut� �. Tner of the subject property hereby authorize to act on my behalf, in ail matters relative to.wor authorized bythis building permit application for. (.Address of Job) 4 • , (�Si e Owner Date Print Name Q TOP IN4S:O1WNERPEMISSION AWC Guidelo Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cmR 5301.2.1L:1)' PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust).... ...........:....................... ..................... ............. 110 mph Q Wind Exposure Category... ......... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories <2 stories Q RoofPitch .........................................:................................(Fig 2) ..................................................12<_12:12 Q Mean Roof Height ........ ..:............................... ...:.:.............(Fig 2)................................................:::16 ft <_33' Q BuildingWidth,W......................................... ..................(Fig 3).... . ..::. ...................................24 ft <_80' Q Building Length, L .......................... .................. ....:...(Fig 3)................. ..::... .................48 ft <gp Building Aspect Ratio(L/W) ........... ......... ..:................(Fig 4)..... ......... ......... .......2.0 <_3:1 Q Nominal Height of Tallest Opening2 ................... ....::.............(Fig 4)... ..........................................6'-8"s 6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections ...... ..... (Table 2) Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............... :..................:. ........................... .................... ............ ConcreteMasonry...V......................... .............................. ............................. ................. N/A 2.2 ANCHORAGE TO FOUNDATIO14113 5/8°.Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..................... ...................(Table 4) : 28 in. Q Bolt Spacing from end/joint of.plate..............................:(Fig ).... Bolt Embedment—concrete...;. ME;.................. ..........(Fig 5)................ 7 in >7» Q Bolt Embedment—mason Fi in. >_15" N/A PlateWasher. ..................................... ..:..:..........(Fig 5).... ..... .. ............................. 3"x 3»x W, Q 3.1 FLOORS Floor framing member spans checked ........ ....:..............(per 780 CMR'Chapter 55) ......... Q Maximum Floor Opening Dimension................... ;............(Fig 6)..., ........,........................ .... ft<_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....... N/A .. . . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall........ .........(Fig 7).... ..:.....:......................... ........ ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Sheaiwall.:..............(Fig 8).........:......::.................................. ft <_d ... N/A Floor Bracing at Endwalls.. ........ ..:................... .........(Fig 9)................. ......... Q Floor Sheathing Type ......; ........................ (per 780 CMR Chapter 55)......... :. Q Floor Sheathing Thickness .......................... ........(per 780 CMR Chapter 55 .3/4 in. Floor Sheathing Fastening............ .......(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall.Height Loadbearing walls................,... ...........................—..(Fig 10 and Table 5)........ :...................8 ft <10 Q . Non-Loadbearing walls ......... ::............................(Fig 10 and Table 5),............................18 ft :5 20 Wall Stud Spacing: ............................ .................(Fig 10 and Table 5).....................24 in. <_24"o.c. 0: Wall Story Offsets ................................. ...................(Figs 7&8).................................. ........ ft s d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR5301.2.1.1)' 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)............................................. 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)....... ... Splice Connection(no..of 16d common nails)..............(Table 6).................... ......::. ..............................6 = Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails).....................:..........(Table 8).............................. .............................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ................:... . ..........:(Table 9) ...........:.....:..:......:.........6 ft 0 in:<_11° Q Sill Plate Spans ....................... ...............................(Table 9)............. ............3 ft 0 in. <11' Q Full Height Studs (no. of studs) (Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............. .....:... :.................. .........(Table 9)............. ......... .............8 ft 0 in. 512' Q Sill Plate Spans...........................................................(Table 9).................................. ft_in. :5 12" N/A Full Height Studs(no.of studs)........... ::.........(Table 9) .................................. ....................3 Q: Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Openingz .......:: :: '9............................... .............................6-8 <_6,8„ Q ...................(note 4).. .......Sheathing Type....................... ...................... .:..<...:...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)............................,.........................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........ ........ : Q Maximum Building Dimension,t Nominal Height of Tallest Opening2........................... ............................. 6.'-8":5 6'8» Q Sheathing Type.......... ...................... .........(note 4)............... ..........................WSP Q Edge Nail Spacing..... ::.................. .....::..(Table 11 or note 4 if less) ............................3 in. Q Field Nail Spacing................... ...................(Table 11) .................................. .............12 in. Q Shear Connection (no.of 16d common nails)(Table 11)........................::..:::.............................4 Q Percent Full-Height Sheathing.......................(Table 11)......................................................24% Q 5/o Additional Sheathing for Wall with Opening>.6'8 (Design Concepts) N/A Wall Cladding QRated for Wind Speed?............ .:................................ ...:..... ......................:........... ......... ......... .. y� ti AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR5301.2.1,I)' 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...................:.................. .......:.(Table 12) ......... ......... ...................U=236 plf Q Lateral................:............................(Table 12)..........................a.....................L=176 plf Q Shear...............................................(Table 12).......:........................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................:..............T= plf N/A Gable Rake Outlooker........... ............................ (Figure 20).............._ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=. lb. N/A Lateral(no. of 16d common nails)...(Table 14)......... ....... ...............L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness............................ ................ ...............................................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening........ ......... .................(Table 2) ............. ...........................8d Q THE PHEASANT MODEL-COTUIT MEADOWS MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE_FOLLOWING_NOTE APPLIES: J. Notes: 1. This checklist shall be met in its entirety,:excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.:If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5: b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold.Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the,percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal.thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at.first floor framing._ v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o cMR5301.2.1. )' -MEN THIS EDM RESTS ON f7iAMING USESd NAI$ AT6tis. , 11 11 it 11 11 11 11 11 11 11 11 - 11 G Il t pppp A I I r g IL 11 11 .. W .. II - �i Ui IJ t 40U8lESl)(,� _--- MAILSPACING I I F'At1iEt d 1 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 1.. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 53O1.2.1.1)1 a za I 1 , 1 ' 1r I1 FRAAAING MEMBERS i EDGE R�ITFMEDIATE l^ � Min -- l 3Y MrJ STAGGERED � . WAIL PATTERN PANEL -PAtIi EDGE V, DOUBLE NAIL EDGE SPACING DETAL _ Detail . Vertical and Horizontal Nailing for Panel Attachment Registry ID Home Energy Rating Certificate Rating Number Pheasant Hill model Certified Energy Rater. Bruce Torrey 122 Pheasant Hill Circle Rating Date 11/24/2014 Cotuit , MA 02635 Rating Ordered For Bayside Builders —� - tit imateii"Annuii al Energy Cost r 5 Stars.Plus �. Use MMBtu Percent Projected Rating. He ating ng 26.3 69 _.. HERS Index: 62 Cooling 2.4 11% Hot Water 15.4 2% Projected :Rating::Based on Plans Field Confirmation Required. Lights%Appliances 17.0 78% General lnformat' ion Photovoltaic -0.0 -0% - - Conditioned Area .1355 sq. ft.. House Type Single-family detached Service Charges 3% Conditioned Volume 10959 cubic ft: Foundation Unconditioned basement Total 61.1 100% Bedrooms 3 t0terla This home meets or exceeds:the minimum criteria for the following: Mechanical Systems Features x, e `. Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE 2012'International Energy:Conservation Code Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 53.00 CFM25: Ventilation System Exhaust Only: 44 cfm, 6.0watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features -. Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 A Vaulted Ceiling 11,36.0 ... Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Watts R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusetts INC Foundation Walls R-0.0 Method Blower door test 2 Woodlawn.St LIghts�;and Appliance:Features ::Amesbury MA:0:1913 - _ x � ,. 508-833 3100 Percent Interior Lighting 100.00 Range/Oven Fuel. Electric info@energycodehelp:com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ------ - -- -- - - ---- - ,_ - REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home:is available:from the:rating provider, r qF • Uo IA c Jr.iPZo--- F�PE DE?..=.F TP��ENT �' E Zo FRONT ELEVATION - m _ SCALE: 1/4' . V-O' m N 3 O N n p O # W J 1 W J W V I SAHEET REAR ELEVATION ` SCALE: 1/4' - V-O' JOB: 1422 , DRAWN BY: K DATE: 12/1/4E r a 8 - Uo J cb 0 >A LEFT ELEVATION RIGHT ELEVATION A I SCALE: 1/4' 1'-O° SCALE: 1/4' - 1'-0' z a z m 0 12\ m It -t TYP RLDF d 4 2alOL•K'O.L. R30 F.G.IN U 'HURRICANE CLIP' R30 F.G.INSUL./ 2xB S P 16 O. PASTENERS AT ALL • 5/B'PLYWOOD BHEATHING/ - RAFTER/TOP PLATE . ASPHALT%TINGLES JUNCTIONS TYP. - :r3 STRAPP NG ,AGY' RIGID HIND WASH BARRIER REGIUIRED HALL B^TH T EXTERIOR EDGE OF EXTERIOR WALL TOP P ATE Tu 12 \ 12 F7 - BLOCKING 4'-O'O.C. . IN FIRST TWO JOIST 2><105 B K'O.C. 2z10'S•K•O.G. BA'(S FROM GABLE WALL EAVES _ . LIB FASCIA/1.4 SECOND MEI'®ER `Ia STRAPPING IZ CONTINUOUS VENTING DRIP EDGE ISR-� In-GTP.BOARD' FR I.B FRIEZE BID.W/BED FIOULDING 9'T 3 TYP �M._WALL FOYER KITCHEN n Q z - 2v6 EXi.STUDS P 24'O.C./ Q Q i'R21 F.G.INSULT w - 1/1'PLYWOOD SHEATHING/ Q W.C.SHINGLESTTVEK WRAP/ 4'-0- 9-Ou s/4°11 F SUBFIOOR RBO FIBERGLASS INSUL. PT 2:1109 P li O.G. W O.C. i O.0 2-2v10 GIRDR J .TYP Ep luneTlLN wAl�- d-2 �-9-2112 GRT GALV.1'ikTA-POST ANCHOR }- w P.T.BILL MKI10RED 2B'O.C. 12''SONO TUBE'PIER T'P. Q BATE 13R-� BASEMENT U DAMP PRCCF BELOW GRADE WT IIII U2'LALLY COLUI'1 IOStK'CONTINUOUS FOOTING S NOTE: s I/2'CONCRETE SLAB LJ 5/B°ANCHOR BOLTS i MIL VAPOR BARRIER EMBEDDED 7' 12'-O' 12'-O' SPACED 2B'O.C. 12'FROM CORNERS o SHEET WASHERS 3'x3'XI/4' _ 24'4'-0 6• ' If/.J�\•►16 i \2 1 -0 SECTION "A" 1422 SCALE: 1/4' - 1'-0' DRAWN BT: KW DATE: 12/1/!4 _ N 14'-5' DEC5 f c Q w o o & 3 Tri '• � _ n 'O 2xld H2860 RiF I s � O 244D •I6'O.C. /Q �ABO✓e VINYL - I CARPET • - �STAIR.4.N S CO 211 - 0 2440N2849 - - GAG RAGE 2y, _ in fi - O - CONCRETE SLAB 1 - (S)9 V4'LVL ABOVE SN FW w-wr PITCH 4' TOWARD DOORS --- -- - • Oi CARPET_ fi LIVIN G 244DW2MO _ 2 CARPET � 2-4 16-O° . T'R°I'O.N.DOOR 14'-4'. '-S. - 2fi G � Q # W Z SEE DETAIL SWEET NARROW WALL BRACING M c O J Q 2-6° V-� 2_bx -0. T-0' T-O° 6-0. 4-0' SWEET FIRST FLOOR PLAN �� w SCALE: 1/4' - 1'-0' JOB: 1422 DRAWN By: KW DATE: 12/1/I4 - N 34'_0• z Now U 4. A VINYL P.M Cb r w 2➢ d Z 6UN2 _ QIt2E 2L 24 2 q-2 TMP 6EDROOM 5EDROOM - - - CARPET CARPET ^ C - _ O KNEE WALL KNEE WALL _ 0. O _ n Q - tt w Z F- O U SHEET SECOND FLOOR PLAN J� SCALE: 1/4° ° I'-0' 4 JOB: 1422 DRAWN BY: KW DATE: 12/1/14 ' N 2'-4• 5'-4' S'-I' 9'-3' 12'-0' _ 0: ob 2-2zI0 GIRDER j ~ PT GA .ETAL POSTPOST � � Q ----- I 4,4 M ANCHOR ...:.:..:... .. 10''SONO TUBE'PIER i x wl Cb i I I I I .'I e•.4i•coNCRETe wAu I �-.I � o � o I `: � � . I I Ii•ao•CONTINUOUS FOOTING'h"P :`i �-�, ` BASEMENT I 'y VAPOR BARRIER I I .. � T'-3• 6'-B' 3'-B' .3'-3' 5'-II' 5'-II' � I GARAGE I 'I W c� a I PRCH TOWARDE DDOR I IURT - I 3-2z12 GIRDER - - 3 In-DIA.STEEL COLUMN I . I�'.y I I C I __ 30'z30k12'CONCRETE PAD .. b_ C I'• _ O I}I DROP I •DDOR m __i - I _ _ A Z. L- - - - I 64 T-9•'CONC.WALL I 1 li•:ID'CCNTINUOUS PLATING T . -- -- I -`---- ----a-r- - ---s�.----------------I W Z-:. it Q O � d u.NOTE; 5/B°ANCHOR BOLTS F- 14'-0' �_O. EMBEDDED a' O SPACED 28 O.C. V 40'-0. 12' FROM CORNERS WASHER5 3'n3°21/4' f/SS W EETT E / \5 JOB: 1422 - DRAWN BY: KW DATE: IZAA4 ET END NDR TO CORNS 2x6 DBL TOP PLATE / RAFTER O 16'O.C. FULL HGT.STUDS JACK STUD w NAIL TOP PLATE - i `�� APPLY SIMPSON F15TAM CONNECTOR HIS O EA.RAFTER O TO BTM OF NOR ROWS of 1 NAILS ON THE INSIDE FACE OF HEADER O S'O.C. TO EACH JACK STUD STRUCTURAL PANEL HEADER - TOP PLATE 5j NAILED B COMMON CONTINUOUS HEADER //' M O 5'O.C.EDGE AND FIELD _ CORNER TO CORNER Y� OVER MULTIPLE OPENINGS „ DWR--ER STUDS F ORAFTER TO PLATE CONNECTION V SCALE.N.T.S. 5/S'4NCXOR BOLTS w/9'vS PLATE WASHERS EACH NARROW WALL SECTION �� • - 1^� O ' STAGGER NAIL' W V INTO ECTA PLATES MM n _ 2.6 DBL TOP PLATE Qw W n VERTICAL d O STRUCTURAL PANEL _ - NAILED Bd COMMON NARROW WALL BRACING AT ARA E DOOR A S°O.C.EDGE M O� 1 AND IO'IN FIELD SCALE. T.S. _ SHEAR WALL COMPLIANCE: W- 71X OF EACH WALL RUN , VERTICAL SHEATHING WITH .. ed NAILS 3' EDGE/12' FIELD (4)16d NAILS PER FT BOTTOM PLATE .. VERTICALRUCU PANELS DOUBLE ROW BREAKTON SECOND FLOOR STAG ER NAILIN L- 24%OF EACH WALL RUN RIM JOIST INTO BOTH PLATES VERTICAL SHEATHING WITH as DBL TOP PLATE ed NAILS 3 EDGE/12'FIELD _ (4)16d NAILS PER FT BOTTOM PLATE �s SECOND FLOOR N r - i RIM JOIST VERTICAL _ i VERTICAL - TRUCTURAL PANEL - - TRUCTVRAL PANEL NAILED BE COMMONNAILED W COMMON O C 3'O.C.EWE AND]'IN DF ELD ! Q AND W IN FIELD -� SL W DOUBLE ROW DOUBLE ROW STAGGER MAIL'.- STAGGER 41LIN . INTO BOx AND SILL INTO BOw AND SILL Tf SWEET OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING -MULTI FLOOR 5fPLE. JOB422 N T.S. .T SCALE:N .S. : 1 RA DWN 57: KA KW DATE: 12/1/14 I TempParcelEdit Page 1 of 1 y1 , +' 77 p[ 4s r �vg04 aa � tip zX�13r � ,, I $ t Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 2 j 00 012 Street Number: 122 Unit. Dev Lot LOT 12 Road Name: PHEASANT HILL CIRCLE _........ ... ........ ...:..._... __ _ _.. �._ . T/R 17 Sec. Road: �,< T/R. .. Villlage: 07 COIUIt Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: �Upda�e D$elete� 4 Add A�other http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 122 Pheasant Hill Circle 888-503-2233 05/28/2015 Cotuit,MA 02635 Andrew Popielarski Rating No:14517 RaterID:5363711 Weather:Barnstable,MA Builder Pheasant Hill 122 Bayside Builders Pheasant Hill Cir 122 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.18 0.13' ACH 50 Pascals '2:97 2.97 CFM 6 25 Pascals 345 345I CFM 50 Pascals 542 542!, Eff. Leakage Area:(sq m) 29.8 29.8 Specific Leakage Area 0 00015 0:00015 ELA/100 sf shell (sq.m) 0:88 0.881 Duct Leakage Leakage1o.0utside Units Main CFM;i�25 Pascals 50 CFM25V CFMfan 0.0040 CFM25 /..CPA 0.0369 CFM per Std 152 N/A CFM`per St 152 / CFA CFM 50 Pascals 78 Eff. Leakage Area (sq.in) 4.31 a Thermal--.Efficiency Total Duct.LeakageUnits CFM25/CFA ' Total-Duct Leakage 0.0369 Ventilation Mechanical' „' Exhaust Only; Sensible Recovery Eff. (%) 0 0 .Total Recovery Eff. (%) .0.0 Rate (cfm):` . 65 tHours/Day 17 0 �Fan`Watts , 3'6.0� Cooling Ventilation Natural.Ventilations ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 44 cfm of mechanical ventilation must be provided continuously,24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 87 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. 2006 Home EnergyRatingCertificate Regimber 14545177, Rating N uumber . Certified Energy Rater Andrew Popielarski 122 Pheasant Hill Circle Rating Date 05/28/2015 Cotuiit , MA 02635 Rating Ordered For Bayside Builders 'Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 28.4 $163 12% Confirmed HERS Index: 59 Cooling 0 $0 0% Efficient Home Comparison: 41% Better Hot Water 3.5 $205 15% - Lights/Appliances 17.0 $1001 71% General Information. Pnotovolta;cs o.o $ o o% Conditioned Area 1355 sq. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.2 $1406 100% Bedrooms 3 Criteria Mec:ha11ical,Systems,Features This home meets or exceeds the minimum criteria for the following: ---- 2012 International-Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 65 cfm, 36.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features_ Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 Window Type U-Value: 0.290, SHGC: 0.320 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 542 Clg: 542 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper .. Sagamore Beach, Ma. Lightsand Appliance• Features _�, _ �� 888 503 2233 Percent Interior Lighting 80.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 fm/ Dishwasher Energy Factor 0.00 Ceiling Fan (c Watt) 0.00 Certified Energy Rater. REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating.Standard Disclosure for this home is available from the rating provider. HOME .PERFORMANCE HEae More Energy ENERGY WITH MASS NEW - Existing # 13a RAT I N G Homes 120 HOMES REBATE110 Standard New Home 111100 :CERTIFICATE 90 80 G 70 _. - - This Home 60 59 50 .. . 4° .. ... 30 20 Zero Energy ao Home Less.Energy Estimated Annua[Energy Cost Estimated Annual Energy Consumption 15 ,1:,54T! 50.0 51.0 ... n� T w..N Wv 1 2� r 1 � ( 40.0 7 — 30 0-; .n, 55F m -) .0 1 25 S -® 37 1 10 0 R -.�,.n � . �.,..�, r —V�r,.,�.-,.,_,m.f.H 4 $ 3 on on on a 0) an an c c a v an o c a Q .� t. (CS .O Q may. 0 O N U O U N O N O 2 2_ y 0 .. a) _ U _ o. .. i Lon O U - YO M f0 _ j j J L ..: ... .�::.. .... to ... ., Address 122 Pheasant Hill Circle . Annual Estimates* Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 7327 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 262 180 State Road Suite 2 upper Cond. Area .1355 sq. ft. CO2 emissions(Tons): 6 Certified Rater Andrew Popielarski Rating No. 14517 Annual Savings*": $1645 Rater ID 5363711 Issue Date May 29,.2015 Registry ID 245972006 Certification Verified * Based on standard operating conditions Rating Date 05/28/2015 ** Based on a HERS 130 Index Home Signature REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation,Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. H o me Energy Rating Ce 1 t 1 1 cafe - Registry 45972006 Rating Numberr 14517 Certified Energy Rater Andrew Popielarski 122 Pheasant Hill Circle Rating Date 05/28/2015 Cotuit , MA 02635 Rating Ordered For Bayside Builders Es lmate nn l nergy, os ,� �u� Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating 28.4 $163 12% HERS Index: 59 Cooling 0 $0 0% o Efficient Home Comparison: 41/ Better Hot Water 3.5 $205 15% Lights/Appliances .17.0 $1001 71% ...„ _:y...-. •,.,....+.,m,...r;�.r'� � , m x r g2'mates +c+p « 'General Info'rrnaton �: - 3�zJY ;, L ( Photovoltaics 0.0 $ 0 0% e nA...,- n"stxx+....aPm-.ar-w.,..Ls+eGdiri:N';;Y t.eeb.-rrinn..."+•.lm�s.,. ..r.ef=u.nAr a.a..FFrr m.3Fw.:nSfMarnxJ.xF}.4a.'ty.....v�.Y.frvwav:..�rnu.+w•nr+"a.rw+..kxaw..vy..r.sa»ds>..ei.rw.s"iaa.. �^a Service Charges $37 3% Conditioned Area 1355 sq. ft. House Type Single-family detached Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.2 $1406 100% Bedrooms 3 This home meets or exceeds-the-minimum-criteria for the following: Mechanical Systems Features � .1 � ��;,.�� � x , ssarh+'.._.«.:;ir.+,..m.a....<+5.;3., ..s...�z.'wk,:.u..x....,t..«»:R,,.v,.V.Ge3'��'aiXsrea. ''•' x. ,....j....+:.r»;.�+a.�h.w=w+, M ..% .wae sai::�kr �..,..r s,...r>•. .;3ie.� `.,:,wv.ws:,:asw...,.a; 2012 International-Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric,:3.10 EF, 50.0 Gat. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only:.65 cfm, 36.0 watts. . Programmable Thermostat Heat=Yes; Cool=Yes r;d,^^ =w-'"' b..';� z-aa..� :""' 2*^s+'dY+" ,y .e+w- •^^,.✓m^ v�+w + �s�.ss �.?'°"`�'s,".*f,T�` ,"^+'+M-° ...i..", "?.'ram. u�s1'�,a� ..... .... .. - ... Building Shell Features};" ., ' Ceiling Flat R-38.0 Slab None : r S k+ Sealed Attic NA Exposed Floor R-30.0. Vaulted Ceiling R-32.5 Window Type U-Value: 0.290, SHGC: 0.320 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 542 Clg: 542 CFM50 Energy Raters of Mass Foundation Walls R=0.0 Method Blower door west 180 State Road Suite 2 upper K - n'P1"` Sagamore Beach, Ma. Lights and ApplianceFeatures , t�z M ,n Y 888-503-2233 Percent Interior Lighting 80.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer.EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 -- Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 -5363711 This information.does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ^ JOB SITE:).1 12. � ? bl��(Ca �+tarT� MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BATT INSULATION Exterior walls: Type: 'KOIT Manufacturer:&-b-Cm Co7a_"n Ltft R-Value: 2-1 Exterior walls(other): Type: Manufacturer: R-Value: Interior Walls/Stairwell: Type: Manufacturer: R-Value: Basement Ceiling: Type: '7r Manufacturer: 4n-""s 'C se r..Se R-Value: '710 Flat Ceilings: Type: Manufacturer: R-Value: Sloped Ceilings: Type: 'Sour Manufacturer: d %wA, e414.1 R-Value: BLOWN INSULATION FIBERGLASS OR CELLULOSE Exterior walls: Type: Manufacturer: Installed thickness: Settled Thickness: Settled R-Value: Installed density: Coverage Area: Number of Bags: Flat Ceilings: Type:xrj Manufacturer: 014j*A%ov e4v2p, Installed thickness:tic Settled Thickness: 1�" Settled R-Value:_ 9 Installed density: .7Y 7 T Coverage Area: ZQo Number of Bags: 12^ Sloped Ceilings: Type: b s Manufacturer: OU—tivs cd*j&,t j4 Installed thickness:J04,n^9t- Settled Thickness: .10 Settled R-Valuer Installed density: As Coverage Area: 2Vd Number of Bags: _39� By:_ Date: For "luilding Pro s Barnstable, Foundation CertifiCati on in MA . Prepared For : 122 N Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 'Parcel: 002-087 Barter Nye, Engineering �C Surveying X (unshaded) ® FIRM Community Panel Number 0250001 0539 Jy Y 9 9 Y 9 -Zone (u ha ) y Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 _ Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inca ® Deed 7$ North Street, 3rd Floor Book 23161 Page 59 MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 @ Deed Book 22249 Page 282 Scale 1" = 20' 02-04-15 Job Number: 2005-214 a °00 z \ o. o LOT 13 \\ . _ N ' rZ2,0 to A,1• \ y 2•0ro, 0,2 LOT 12 \ '`�'+ w N om 9,824f S.F. \ \ o w o 0.23f ACRES \ 7 2Toa y \ \ CZ N r `pY T.O.F. 73.08 ' 0: " \ a \ a 112.96' \ o \ O LOT 11 Ln M Ln O a 3 v vi p 3 J Co N I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN.HEREON•IS IN o COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF 1�OFkq o BARNSTABLE ZONING BOARD OF APPEAL No. 20057'082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO '�9p PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A �� SHANE w - SPECIAL FLOOD HAZARD AREA. s� M. o MALLON r-'„ THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No.48687 D Ln REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING: DATE $UFN 0 0 N i L!1 O O N O r1 j OWN OF BARNSTABLE t i ^ t Q I?AL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' J. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUC71ON PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL. FLOODING. 5, DMRONMENTAL NOTES: SITE IS NOT W17HIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL aMo CONCERN). a SITE ►S NOT WILDL.IFE PER INNHESP HABITAT AN AREA OF ESTIMATED Z MAP OCTOBER i, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL. PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES 1 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, 10 VEGETATED 12" DEEP REGULATIONS (321 CMR10) LOT 13 ___ _ ._ RAIN GARDEN (125 SITE IS WITHIN A STATE APPROVED ZONE 0 GROUND WATER C.F. STORAGE) RECHARGE PROTECTION AREA TOP-70.0/ ` BOTTOM-69.0 770.5 69.0 CONMUC71ON NOTES, x X 70.5 x 1.3 71.5 71.0 �7t•0 x PROVIDE (1) 6' DIA. x 6' DEEP I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE x LEACHING BASIN W/ 1' STONE SUBDIVISION SUCTION PLANS FOR COTUIT MEADOWS, DATED N 0 X 0.75 70.25 SURROUNDING (OR ALTERNATE 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. N 70.8 qZ3 x `g EQUIVALENT VOLUME OF 289 x x INV.- ..7 9 LOT 12 �o --CFj CONNECT ALL ROOF 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM �= DOWNSPOUTS TO LEACHING THE SUBDIVISION CONSTRUCTION PLANS FOR C07VIT MEADOWS, ¢ 66.60 O�0 a.84 '�M� D 9,824E S.F. ,_ -- BASIN / / DATED 6 25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. n pvk(: ,Y 71.0 0.23E AGES- � 3. SEWER BUILDING CONNECTIONS: 2 9x 71.7� 0� `- VEGETATED 12" DEEP - MIN. COVER SHALL BE 3 FT. S 9 RAIN GARDEN (125 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 70.90 NIV.- C.F. STORAGE) AS REQUIRED BY BARNSTABLE DPW. SMH 25 r' o s.,% 67.65 ' TOP=7a.o� - MINIMUM SEWER SERVICE MNEC71ON SLOPE SHALL BE 2.1X. INV OUT- 40 pVG v; BOTTOM- 9.0 66.50 .,ate'" CLEAN n 7� OU � WP �' l ♦ I CURB i 71. Z .d .. _. ♦ \\ � � -A STOP it.o 171.0 Et0 a68.5 7.o 69.0 6s.o r- M COtult Meadows Subdivision 69.5 6X.8 x _- Cotult-Barnstable, Massachusetts 69.9 x LOT 11 PEo FOR a S COTUIT EQUITABLE HOUSING, LLC R0. Box a Centerville, MA OM2 t Site Plan Lot 12. 122 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors � �H OFM,�s 78 North Street,3rd Floor,Hyannis,MA 02601 �o�' MATTHEw sue Phone-(508) 771-7502 Fax-(508)771-7622 g w N v EDDY CIVIL y NO".43183 20 0 20 40 ,srE F s� SCALE IN FEET L SCALE: 1" = 20' A r i 2-29-14 m s REV: DATE: REMARKS LOT 12 MWW MAW N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw. 2005-214 5� G