Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0022 PHEASANT HILL CIRCLE
h / ���e y 14 14 03:01 p Tupper Co 15087785010 P. hY TOPPER - CONSTRUCTION CO. L-Lc 79B MID-TECH DRIVE,WEST YARMOUTH,MA 02673 PHONE: 50B-778-0111 FAX: 508-778-5010 WWW.TUPPERCO.COM I ' Date: r . Town of Barnstable ; Thomas Perry CBO 200 Main Street Hyan h.is, Ma.02601 F (508) .79.0-6230 fax CD Re: Insulation Permits Dear Mr. Perry , e9. r n This affidavit is to certify that all work completed for permit application . issued on has been inspected by a certified Building Performance Institute (BPI) inspector. All work performed meets or exceeds Federal and State requirements. Sincerely, Permit #: - " - Address: Richard Tupper License # CS-69058 a , . : TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ©� Parcel O�G � Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis ' ' Project Street Address 6c Village- A l,L / D Owner ,Q / ,�6 cy G.®Z v Address a�o� T ��Q��!/I f j�� (,,4 ale— .Telephone 6Z 9— 7-?5—" 1jL 3 P it Request Z9 J L91fALl/ 12211 � �; .(�. jCmi � /'1� /a,rc��syQc�' . C CC'C s� 061 1a>' �?�� �'' c i � : Square feet: 1 st floor: existing proposed 2nd floor: existing proposes Tetal new-,-- Zoning District Flood Plain Groundwater Overlay C> Project Valuation 1013(0,1 e3 Construction Typgl2dA2_- .; s , w Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ';JY' Two Family ❑ Multi-Family (# units) --t €� Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's I highway. ©Ye&; ❑ No 1-4 Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: as ❑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_ AttachedAgarage: ❑ 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 U' cft4 Telephone Number Address _/�� -6 '%�__6 License # CS 0&g d1J n Home Improvement Contractor# Worker's Compensation #&C5-MS5-q_;uh007 AL ONSTRUCTION DE5K RESU TING FROM THIS PROJECT WILL BE TAKEN TO W9 M// ylaG-112 nitm MY oa& z3 SIGNATURE DATE v FOR OFFICIAL USE ONLY AgPLICATION# 1 yy r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FRAME - - - - - - -- a JINSULATIOW.P ,i+ FIREPLACE ELECTRICAL:,-. ROUGH FINAL PLUMBING: ROUGH FINAL GAS: _ ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - The Commonwealth ofMassaclrusetts Department of IndustrialAccidents Office of Investigations I Congress g ess Street,Suite 100 Boston,MA 02114-2017 www.mass gov/din Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apmficant Information Please Print Legibly Marne(Business/OrganizationAndividuai): Tupper Construction . Adikess:796 Mid Tech,Dr CityiState/Zip:West Yarmouth, MA 02673 Phone#:508-778-6111 Are you an employer?Check the appropriate box: eneml contractor and'l Type of project(required ]. 1 am a 4. l am a employer with ❑ g employees(full and/or part4ime).'� have hired the sub-contractors '� ®New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors leave 8. .C]Demolition working.for me in.any capacity, employees and have workers' [No workers' comp.insurance comp. insutranee.3 9. ❑Buildin g.addition. required:] 5. C] We are a corporation and its 10,El Electrical repairs or additions 3.❑ lama homeowner doin all work officers have exercised their []Plumbing pairs or additions 11, Plumbin re .myself [No workers' comp, right of exemption per MGL 12.[]Roof repairs insurance required,]" c. 152,§1(4),and we have no la. Other Weatherzat ion/ employees. (No workers" comp..insurance required.] nsu a ion •Any applicant that checks box#]must also fill out the se0ion below showing thoir workers'compensation policy information.. t Homeowners who submit this aftidtivit indicating they are doing all work and then hire onulde contractors must submit a new affidavit indicating such: ZContractors that check this box must attached an additional shoot showing the naive of the sub-contraotors And state whether or not those entities have .employ . If the sub-contractors have entplOwA they must provide their wotkcrs'camp,,policy number. f ani an employer that 13,providing workers'cortfpensatiort irisurancV for my Employees. Below is the policy a�t�l®h rite hi f 6rmation. !Insurance Company Name: AEIC . Policy#or Wins.Lic.N:WC05005593012007. 10/3/14 • Expiration Date: ,tobSiteAddress: 22 Pheasant. Hill Circle C :City/State/Zip: otuit MA 02635 Attach a ropy 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 . -ne up to$1,500.00 and/or one-year imprisonment.as well as civil penalties in the.form of a STQP Vi70fitK ORDER and s fans of up to.$250.00 a day again s fhe violator, .Be.advised that a copy of this Statement may be forwarded to the Office of 11westigations of the Dl . or in Y nCe coverage verification. ]"t fi hereby certify un er t/ r- Permit/License.#d penalties of perjurp that The 14formad nt provided above is true and correct Si re 3/27/14 Date:. P one*: 50877801 1 t�f icial use only. Do not write in this area,to be completed by city or town Official. City or Town: L6. ing Authority(circle one): _. . oard of Health 2.Building Department 3:City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector thertact Person: Phone#: ACORM CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIGATE HOLDER,TH1S013 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR BELOW. ALTER THE COVERAGE AFFORDED BY THE POLICIES THIS CERTIFICATE OF INSURANCE ODES NOT GONSTITU TE 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 Me terms and conditions of the policy,certain policies may require an andOlsoment A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER cr Lora Southeastern Insurance Agency, Inc. P'a'„vE Lowe ---� 439 State Rd. uoEiI; C508)997-6061 N,;(SOB)990-2731 P.O. Box 79398 PD N. Dartmouth, MA 02747 ` INSURED INSul!pgSIAFFORDINGCOVERAGE fig Tupper Construction Co LLC INSURER^: Arbe7la Protection Insurance INSURER 81 AEIC 27 Roberta Drive INSURERC; CNA Surety West Yarmouth, MA 02673 INSURERD: INSUO#A IE COVERAGES INSURER F, CERTIFlGATE NUMBER 2013/14/1 REVISION NUMBER THIS 157O CERTIFYTHAT THEPOLICIES OF INSUPANCE LIrS ED BELOWHAVE BEEN ISSl1ED TT)THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOMNTHSYANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT N9TH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE ArFORUEO BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES8S.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIp9S. LTTRR I TYPEOF INSURANCE �IDSR pN0 pDLICY'NU FXP r " GENERALLIA&UTY MWO MnaIDDrYVYv LIMBS C 8S0000874 11101/2013 11/01/2014 EACNOCCURRETJCE s 1 flfl X OMMEROAL GENERAL LIABILITY OOO,_ CLAIMSMADE OCCUR cm S 1fl0, A i MEDEXP(/lnyowpwm) 5 5,00 " I.I fr'RSOVAL BADViNJURY S 1,000 0 �"-•"" 1 i GENERAL AGGREGATE S 2.000 0 . GEN'L AGGREGATE LiMITAPPLIES PE.R' IPOLICY 7M LOC l PRODUCTS-COIAPIOPAGG I 2,00fl 00 AutomoelLe uAell nY S6662400002 AVYR10 1?J01/2013 12/01/2014 c0maNEOSNOwLima ,8 i IkaM*M) �O ()p AI,L OWNED AUTOS " I BCDILY INJURY IPer ptimm `�.`" . A SCJ3lDULEDRUTO3 Si iOrILY INJURY IPrtwni" g X HIREDALITOS i PROPERTYDAIIAGE X NON OWNED AUTOS ` (Per a aAdeq i S IN i 3 oMR 46000S836 11101t20i3 11101/20f4 sACNoccuRREx S A 1 OXCESSUA13 clAiMsruDE _ 1,000,0 QEDUDTIDLE I AGGREGATE S•• 1 REM ON 3 f �s j WaRaRSOOMPENSATIDN E AND EMPLOYERS'LIABILITY YIN -WCC50055930120071ofo3/2 01 3 1 010 3 2201 4 X T s s 1 X n-� ANY PROPRIETOWPARTNERIE'XECUTIVEr~7 AICHARD TUPPER I9 �M (OMa IRde Dry 1n rm) EXCLUDED? LJ NIA E,l,fsA&H ROCIDE:�1T 1 g q 000 00 K T LVDED FOR WC COVERAGE Ojos.dasalGp Undsr E L.rNSFASE.F,,sum ov s 7 000.00( t4 SOitIP ION OFOPERATIONSOO,,W I I (E.L.DlSeASg POLICY UM17 s 1,000 40 AESC4T10NOFOPERATIONSILOCATIONSIVEHICt[9(Akp90ACDRQ101,AddnionalRe cksscMdWo,IrmoraspaceisregWred) CERTIFIGA'7 IiQLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIEB BE CANCELLIED BEFORE THE exPIRATiON DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. "For Information Purpo5e5 only, Tupper Constr&Ktion Co LLC AUTNORIZEDREPRESENTATI E 27 Roberta Drive SV Yarnwuth,.MA 0?673 Lora Lowe n ^CORD 26(20091p9) The ACORO name and logo are registered arks of CORp RD CORPORATIOW. Ail rights reserved rT�i filFialtMlNlya""1 11A)th.INC Massachusetts -Department of Public Safety � 107*MOB Roil,SLOW 110 � � Board of Building Regulations and Standards ' t, Clon.tructittn Super%wor "" (8771274.12T4 ` license: CS-069058 «w�r�.com 7 RICHA;RD S TUPPPER 79 B MID-TECH DR ta WEST YARMOLMI d Tupper 4. OR ror:5040040 ; �y L , r'�,M, F ,SF-O '*:5�. G%.iL.. .C�.®t�c.. �tw � Expiration cso si!>Ewwo srunasarooi Tioxa si Convnissioner 12/31/2014 i t �doiwwowf Atee ofCowdrf0 toai,(ioAirawpa 1 aIIs People Helpiat People suIW a3afer World'" HOME IMPROVEMENT CONTRACTOR tpE tpsd ' Ty er1TER : 14 Individual rbon a MEOMER R RDTUPPE2 I#.' ;• Richard Tupper Tupper Construction , RICHARD TUPPER, 29 Roberta Oran Building Safety Professional W.YARUAOUTH.MA d2819 ' Uodenetratary~_ Member# 81h58119 Exp.4/30/2014 t iM OWNER AUTHORIZATION FORM I, (Owner's Name) owner of the property located at a s , (Property Address) (Property Address) ) hereby authorize f' (Subcontra ko ) an authorized subcontractor for,Rl Engineering;to act on rpy behalf to obtain a building permit and to perform work:on my property. CadosLozada(Mar S.2014) Owner's. Signature XDate Town of Barnstable Building Department - 200 Main Street * ELAMSZABLE• # Hyannis, MA 02601 9 MASS. 16g9. , (508)A 862-4038 RFD Mfg . Certificate of Occupancy Application Number: 201305667 CO Number: 20130131 Parcel 10: 002002001 CO Issue Date: 12/09/13 Location: 22 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: 12 1,913 Building epa ment Signature Date Signed s TOWN OF BARNSTABLE BUJRding.. . 201305667 • BARNSTASLE, Issue Date: 08/23/13 Permit 9 MASS. � 1639. A�� Applicant: Permit Number: B .20131009 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/20/14 Location 22 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002001 Permit Fee$ 688.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATHROOM CAPE STYLE HOME /,V*IS CARD MUST BE KEPT POSTED UNTIL FINAL. ATTACHED 1 CAR 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 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK ORANY PART.THEREOF,EITHER TE RARILY OVRVDIN ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BEAPPROVED:BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE'ISSHANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS'OF'ANY APPI:ICABLE'SUBDNISION 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). P OST THIS CA RrFROM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ��„ V 'tof,��'13 1 �?G�i►j 1 v� �� � `� 01 I�a a sw 0 4�13 2 (3)SDAG) (0 /t/illy 2 i 2F 3 1'. Heatitng Inspec Approvals Engineering Dept �s Fire Dept 2 2 Board of Health r i Commonwealth of Massachusetts O k 4 7 oh-7 Date: G f Permit# T SEP 3 0 2013 Estimated Job Cost: $ T Permit Fee: Plans Submitted: YES NO ON OF BARNepTAi tz iewed: YES NO n Business License# l� Applicant License# a 7�� Business Information: Property Owner/Job Location Information: Name: � y , ame: lO Z PkyzWotd- Street: g 1 Lam) . - Street: CD_ a N City/Town: �. C��a�l�a�ti1 City/Town: Telephone: O 1 �`�� f Telephone: n 1,4 Photo I.D. required/Copy of Photo I.D. attached: YES NO F taff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less f Residential: 1-2 family V/ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational •Institutional Other Square Footage: under 10,000 sq.ft. V/ over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: y Renovation: HVAC V Metal Watershed Roofing Kitchen Ex-haust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: hmv� r auzd w6l�k INSURANCE COVERAGE: 3" +t v '. 1 have a current liabilitV insurance'policy or its equivalent which meets the requirements of M.G.L. Ch.112, Yes No ❑ t If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection - Date - - - - - - - - - - - - Comments _ Type of License: By ❑ Master Title -�ElJ V V f Master-Restricted City/Town ' ❑Journeyperson Signature of Licensee Permit# �j(}6 j7 ❑ m Joueyperson-Restricted �(`1 License Number: Fee$ ❑ Check atvvTmv.mass.riovidpi Inspector Signature of Permit Approval N i .-t t �I HME r " Towu ofBarnstable' Regulatory Servzces xlioinas,I+, Gei3rrr,Director 'pr y 'Bailding Division Torn ferry,'I-3y_ijjdjLjLr( omissiorer 2001vfaij Stzoet q++a-n ii.s, 0260I !'�'SYSY.L�psr n.b crnsCati I e.n�a,ns Offzce; 508-8,04038 Fax: 508-790-6230 Prop e'r y O`, li—r l us t complete anc_l Si gTi 'I'i�ls Section If Uszng..c�Buildcr z ry 71-ke-5 as aPnet•.of tnr Subject.Propert� ra to xx ou my 5ehzif., ire all traaLters mLzive to .rk aT�_1,ot;_zt bythis I 5 pe., ii applie�tiori for. Ilan11,5 s Dj- Fez y ratp- T'rtat If_Px�a__a`-'-Y C)WnC -is applYxng for p er—it pleas cc,omplete the -Homeowners License E imp zon 1 Fat are the revem side. Q:FU RMS;0 YrrNLRf'ETihf t.S S 1 JN c -,COMMONWEALTH OF MASSACHU:SETTS SHEET METAL WORKERS AS A BUSINESS 1 ISSUES THE ABOVE LICENSE TO f ERIC:; T WHITE'LEY W VE<RNDN WHITELEY PLB;G AND ` 28 VILLAGE LANDINGI PO BaIX 1266 # W CHATHAM MA 02669 000 160 12/22/14 :292.629 ` r —___-__ ': .COMMONWEALTH OF MASSACHUSETTS SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: 5. E.RIC T WHITELEY mt FO `BOX .248 WEST CHATHAM MA 02669-02-48 ;.. 2967 .. 02/28/14 119423 .: -;, a�• - . as o. . . o : Fold,The Detach Along All Pe.ioratiors , ' F �4 CMlJSEdTT Y ' 13 - al�S:J�Y.t•�r .fie "1 �- "'r; > t�2rW fi 14 �18 J ;�AtINI STt ti�`. k, I IH ir -i&, - - I i .J.' - w�'1G_-r 1-•r +�''�i 4.1�i.] r {(! , 1 . f 4, The.Commonwealth of Massachusetts, Department of Industrial Accidents h - q Uffrce of investigations 600 Washington Street •-`Boston,AL4 02111 wives mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: Qo ' fox J a�, L. _ City/State/Zip: LUe s ``G4- a a m Phone#: C 6s� 110 0 Are you an employer?Check,the appropriate box: general contractor and I Type of project(required): l.� I am a employer with '� 4.9 0:I am a g have hired the sub-employees(full and/or part-time).* _contractors 6. 0 New construction 2.0 I am a sole proprietor:or partner- listed on the attached sheet. 7. .0 Remodeling shipand have no employees, These sub-contractors have g ❑Demolition , working fo`r me in any capacity. employees and.have,workers' 9. 0 Building addition [No workers' comp insurance comp.insurance_= required.] co �; 5. oration and its 10.0 Electrical'repairs or additions . ❑ We are a corporation 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions m self. o workers' com right of exemption per MGL y p 12.0 Roof repairs insurance required:] c. 152; §1(4),and we have no employees. [No workers' 13.0 Other comp: insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then.hire outside contractors must submit anew 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. I \ Insurance Company Name: DJ'4`"s A L-L- LA n il, L w 1-t It f's n.1 X A n l_p Policy#or Self-ins.Lic.#: LAJ C--C_— Z I J - b b N 3 O ) :I- Expiration Date: o 13 Job Site Address: V.n ,,o us City/State/Zip: a Attach a copy of the workers'compensation policy declarationpage.(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 crimfinal 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 maybe forwarded to the Office of Investigations of the DIA for insuran` coverage verification. - I do hereby certify under p a e o perjury that the information provided above is true and correct Signature, Date: 'Phone#: ' ` 160 9 y ,< _ I I o 0 Offrcial rrse only.,Do not write in this area,to be mpleted by city or town official . City or Town: ermit/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#: Client#:48736 VERNWHI ACORD., CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 10/01 01/2/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Karen A.Walther, CISR Rogers&Gray Ins. NC No,Ext:508-760-4630 ax,No): 877-816/2156 434 Route 134 E-MAIL South Dennis, MA 02660-1601 ADDRESS: kwalther@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC# 508 398-7980 INSURER A:Arbella Mutual Insurance Compan 17000 INSURED INSURER B:Wausau Underwriters Ins.Compan W.Vernon Whiteley Plumbing& Heating Company, Inc. &Chatham Sheetmetal;Inc INSURER CArbella Protection Co 17000 P. O. Box 1266 INSURER D: West Chatham, MA 02669-1266 INSURER E: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLISUBR LTR TYPE OF INSURANCE IINSR WVD. POLICY NUMBER MM/DD/YYYY) (MMO DD/YYYY LIMITS A GENERAL LIABILITY 8500052832 10/01/2012 10/01/2013 EACHOCCURRENCE S1,000,000 7GETO RENTED X DAMA COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence 5300,000 CLAIMS-MADE I OCCUR - MED EXP(Any one person) S 15,000 PERSONAL&ADV INJURY S1,000,000 GENERAL AGGREGATE s2,000,000 GEU'L AGGREGATE LIMIT APPLIES PER: X I PRODUCTS-COMP%OP AGG S 2,000,000 POLICY EX PE LOC - S COMBINED SINGLE LIMITfE AUTOMOBILE LIABILITY 1020006346 10/01/2012 10/01/2013 S r 1,000 00.0 aaccident ANY AUTO I BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) S X HIRED AUTOS X NONOSWNED ROa c ll)AMAGE S S A X UMBRELLA LIAB OCCUR 4600052833 10/01/2012 10/0112013'EACH OCCURRENCE s4,000,000 EXCESS LIABH CLAIMS-MADE AGGREGATE s4,000,000 DEC) X RETENTION SO I S B WORKERS COMPENSATION WC STATU- OTH- j WCCZ11260053011 10/01/2012 10/01/2013 X AND EMPLOYERS'LIABILITY M T R ANY PROPRIETOR/PARTNER/EXECUTIVEY/N E.L.EACH ACCIDENT SSOO,000 OFFICER/MEMBER EXCLUDED? 17N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plumbing, Heating, HVAC service& installation. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 TLH 'l TempParcelEdit Page 1 of 1 V <3 � Logged In As: Wednesday,January 16 2008 Frank Schlegel New i ce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 001 Street Number: 22 Unit: Dev Lot LOT 1 ........... Road Name: PHEASANT HILL CIRCLE T/R: Sec. Road: T/R: 0 Villlage: 07 Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: j PLBK 617/69-,75 (APP 7-62) Date Added: Updated: http://1ssg12/Intranet/Pr opdata/TempParcelEdit.aspx?ID=Add 1/16/2008 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION C/ TOWN OF 'ARN'TA'L Map f�07 ODParcel 00 pplication # Health Division 2013 AUG 19 AM 9: Olte Issued 3 Conservation Division Application Fee Planning Dept. Qermit Feel 3• Date Definitive Plan Approved by Planning Board DIVISION Historic - OK.H _ Preservation/Hyannis Project Street Address N 111 CJrJnSg Village 65,4 I'tL Owner c Address Telephone. - - logo Permit Request 0 v P-0�rv� G� S uare feet: 1 st floor: existing ro osedA��d floor: xi tin q g�p pexisting g proposed Total new Zoning District ZF- Flood Plain n-Groundwater Overlay Project Valuation Construction Type (,361C4 wmv_�_ Lot.SizeJ f M 7 Grandfathered: ❑Yes Ja No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes C-lo On Old King's Highway: ❑Yes ®.No Basement Type: 0-Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) V(p Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 1-2 Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: QI:Gas ❑ Oil ❑ Electric ❑ Other Central Air: , Yes to Fireplaces: Existing New Existing wood/coal stove: ❑Yeslo r Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Anew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes I if yes, site plan review # Current Use Proposed Use th2lv�Q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ Telephone Number 771- 16t[d � � �� Address V )C (F °l �COW\J �Vc I /16License # 00S-to-If Y Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ti FOR OFFICIAL USE ONLY I APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER +; DATE OF INSPECTION: I FOUNDATION 1I3 (3)3oNo> FRAME, 4&&W o `l !7 /9 2,WS m o 3 INSULATION m U•O d t ,2 FIREPLACE r ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL FINAL BUILDING ao I l a 3 w ` i DATE CLOSED OUT ASSOCIATION PLAN NO. Department ofIndustrial Accidents 6-3Office of Investigations 600 Mashington,street Boston,AM 02111 wmv.m.ass eov1dia Workers Compensation Insurance AffldaNdt: Builders/Contractors/Electricians/Plumbers Applicant IAformation Please Print Legibly Name (Business/organization/Individual): Address: l ` City/State/Zip:69V12r4)` i 10-* 02K3;7, Phone Are you an employer?Check the'appropriate bos Type of project(required): 1.ElI am a employer with 4. I am a general contractor and 1 6. LV N ew construction . employees(full and/or part-time),* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 8• ❑ Demodeiing ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp,insurance. g, ❑ Building addition [No workers' comp.insurance 5. El We are a corporation and its ,required.] officers have exercised!heir 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work; right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks boa#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners v ho.submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information: I am an employer that is providing workers'compensation insurance for my employees Below is the policy and fob site informatiom Insurance Company Name: ' '� "` eo . Policy#or Self-ins.Lie.#:_ ( LY'W�sL�i _ _ Expiration Date: u/ Job Site Address: Lte City/State/Zip: 02e�Yf 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.cri-t i al penalties of a fine up to$1,500.00 and/or one-year imprisomnent, 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 cer-tify under the pains arrd perrah`ies of perjury that the infdr azation provided above is true dad correct_ signature": 2ZDate: Phone#: ® Official use only. Do not write in this area,to be completed by city or town official. City or Totem: Permit/License 4 Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/Tovt'n.Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person.: Phone#: Subcontractor's Insurance 2012 GL'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 10/01/13 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/20/13 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 09/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 10/16/13 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/14 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/.17/04 12/17/13 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 .05/06/14 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/13 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 06/14/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 11/14/13 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A Kitchen Appliance Mart 5087771-2221 08/12/04 08/12/12 01/01/05 11/12/13 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/13 Northern Sealcoating 508-398-9474 .10/01/07 10/01/12 04/01/07 04/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 12/12/13 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 06/03/14 1 Massschus�-s-btpartment a of Sa x goaM of Btri�no RogdFafio�ta i S a Construction Su pe n ia�r Ucense'CS-005645 BRIAPi T DACEI��y�v ` �a h PO BOX 95 • t CEI�TERVIIC-LE�VIA'02632 1.4 .. { - 04/19/2014 _ 1 .. REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2009 1ECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 1.3% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. BARNSTABLE,MA Compliance: Passes ushng UA trade-off? Compliance:6.0%Better Than Code Maximum UA:248 Your UA:233 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Ceiling 1: Flat Ceiling or Scissor Truss 682 38.0 0.0 20 Ceiling 2:Cathedral Ceiling(no attic). 272 30.0 0.0 9 Total Walls:Wood Frame,24"o.c. 1867 21.0 0.0 88 Window 1:Wood Frame:Double Pane with Low-E 208 0.310 64 Door 1:Solid 42 0.280 12 Door 2:Glass 42_ 0.310 13.. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 826 30.0 0.0 27 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 4.4.1 and to comply with the mandatory requirements listed in the R eck Inspection Checklist. Name-Title Si ature Date Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4 . � L REScheck Software Version 4.4.1 Inspection Checklist CNJ( Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation . Comments: Above-Grade Walls: ❑ Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid, U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space;R-30.0 cavity insulation Comments: Floor insulation is installed in permanent.contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,:gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air:permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors`Air barrier is installed at any exposed edge of insulation: Project Title:THE PHEASANT MODEL. Report date: 10/25/11 I' Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4 (e)PILAbing Sd wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 66.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 99.1 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 49.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 33.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Cj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4 ! Wh6e puffs operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4 20091ECC Energy Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.28 0.31 Heating Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: - tiOt rKerow Town of Barnstable. Regulatory Services �vB '$ Thomas F. Geiler,Director �'ATFn �d1� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstab le.ma.us Office: 508-862-4038 Fax: 50.8-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, O �" �Li 14 er of the subject property hereby authorize to act on my behalf, in all matters relative to.work authorized by this building permit application for: . (Address o Job) r�Sina e droner Date Print Name Q TORIvIS:OWNERPERMISS ION a AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)............................. .................................................:.....................................110 mph Q Wind Exposure Category...... ............... ................. ......... ..:.................. ....:... ..................... ::...B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories Q Roof Pitch ::.......:............................::...:............................:.:(Fig 2) ............... ..:::..........................12<_ 12.12 Q MeanRoof Height........... ................................. ...................(Fig 2).... . ... ............................ .........16 ft <—33' Q BuildingWidth,W............................. ...........................(Fig 3)...................................:............... 24 ft <_.80' Q Building Length, L.....................:......... .............................(Fig 3)........................... ........................48 ft <_80' Q Building Aspect Ratio(LAAI)......................... :..................(Fig 4).... ................................:.............2 <_3:1 Q. Nominal Height of Tallest Opening2 ....... ................. .........(Fig 4)....................................................6'-8"<6'8" . Q 1.3 FRAMING CONNECTIONS General compliance with framing connections.......... ....::::.(Table 2)............ ...:.,:,.; Q 2.1 FOUNDATION Foundation Walls meeting requirements of.78.0 CMR 5404.1 Concrete ...;............... .....:::.......:....................:.:. ................... ....:::.. ...::........................,:. Q Concrete Mason N/A Masonry........... .....::,..... ..........................,...................................................................::. .... ... 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or.5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing— eneral ........... g .:.. :.. .......................(Table 4)...................................................... 28 in. Q Bolt Spacing from end/joint of plate ...:..: :.......:..........(Fig 5):...............:. 12. in.i<_6"—12" Q..................... Bolt Embedment-concrete.................:.......................(Fig 5)................................................7 in. >_7' Bolt Embedment—masonry. :...: ...............................(Fig 5)........................... :.: ............ in.> 15" :. N/A Plate Washer.... ................................................(Fig 5)................................................>_3"x 3„x 1/4„ Q 3.1 FLOORS Floor framing member spans checked ................... ........(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension............. ..................(Fig 6).....................................:..............:.9 ft<_ 12' Q Full Height Wall Studs at floor Openings less than 2'from Exterior Wall(Fig 6)...................:...:.:............. N/A Maximum Floor Joist Setbacks .... Supporting Loadbearing Walls or Shearwall..............:::(Fig 7)............................ . ................._ft <.d N/A Maximum Cantilevered Floor:Joists Supporting Loadbearing Walls or Shearwall.....::..........(Fig 8)...;.................................................... ft <_d N/A Floor Bracing at Endwalls............... .. ............... .........(Fig 9)..................................:.......................... Q Floor Sheathing Type .......... ...... ................... .........(per 780 CMR Chapter 55)...................... ............. Q Floor Sheathing Thickness............... ..................(per 780 CMR Chapter 55)......... ...............3/4 in. Q Floor Sheathing fastening.........:..:....:.,...;:........................:;,(Table 2)............8 dnails.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)...... ......... .... ,A8 ft s 20' Q Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall StoryOffsets Fi s 7&8 :..............................._ft. <:d N/A . ( 9 .. )........ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Cheeldist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls..............::......:................................:..(Table 5).........................................2x6-8 ft 6 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 20/3 N/A: Gypsum Ceiling Length(if WSP not.used) ..................(Fig 11):. .................................:. :... >0.9W Q.26 ft_ and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c.... (Fig 11)...............:.......................................:.......:.. N/A . or Tx 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) ...,.................. .... ...............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)............ ............................9 ft 0 in. <12' Q Sill Plate Spans.:::;....:... .........................:::;.:,.:,..:..........(Table 9)—,..; .....:......................—ft—in. <_ 12" N/A Full Height Studs(no.of studs).............. ...................(Table 9)......................... .......................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension; W Nominal Height of Tallest Opening? ....... :, 6'-8"<_6'8" Q Sheathing Type........... ....:: ..:...............(note 4).. ...........................:......................,..WSP Q Edge Nail Spacing:. ...................... ......:.:(Table 10 or note 4.if less).............................3 in. Q Field Nail Spacing p g...................:::.:...:...::.........(Table 10):................................:::..::.::.........12 in. Shear Connection (no. of 16dcommon nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......... ................................. ...;. 5%Additional Sheathing for Wall with Opening>6'8"' (Design Concepts);.................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2............... ......... ................:....:........................6'-8"<_68" 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%Additional Sheathing for Wall with Opening >68"(Design Concepts)................:.:.. N/A Wall Cladding Rated for Wind Speed?.::.............................. . Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 530 :2.1.1)t 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 U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.. ..:...... ................. .....:..(Table 12).......... ...,.................U=236 plf Q Lateral ...................... (Table 14 L=176plf 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 U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. .,::::.,(Table 14).......... ..i..... ...............U= lb. N/A Lateral(no.of 16d common nails)..::(Table 14)........ ...............................L= lb. N/A Roof Sheathing Type.:........................:..:.:..:......::.........(per 780 CMR:.C.hapters 58 and 59) :...::...... Q Roof Sheathing Thickness...................:......:.............................::.:....::. ......................5/8 in:>_7/16"WSP Roof SheathingFastening T :..8d Q g......:.......:::....................... ( able 2)........................ THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST.IN ITS ENTIRETY, THEREFORE THE NOTE BELOW 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 WFCIVI 110 mph Guide` a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 1.1 . c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 180 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 (7so CMR 5301:2.1.1)' -VWEN THIS EDGE RESTS ON PfIAMING EMESd NAIS AT fi�D.c. 11 11 1! 11 11 1 il 11 11 1 ' 11 Ir II 11 11 M I•I 7 11 11 1 11 Il - 1 - ' Il 11 I Q 1 IDI SD el - _ Ir SD 11 11 1 Z - II ;1 11 W - I1 F u ii g 1 a IJ 4r I I Q II i! W r II II ll ! Ir 11 11 1 1 Wj n rl 11 E�OU19l.E SAGE `------- NAILSPAC"G PANtL S See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR s3oi.2.1.i)L a �z a i a na FRABgING MEMBERS EDGE � 1 , STAGGERED 3"MN HAIL PATTERN .:. PANEL PANe-EDGE DOUBLE NAIL EDGE SPAMG DUAL Detail Vertical and Horizontal Nailing for:Panel Attachment i . F.r . N U � Zia L.I Its SMOKE DETECTORS REVIEWED ` 23E13 Q E BUILD G DEPT. DATE L6 Fli E DEPARTMENT DATE - - - - BOTH SIGN TURES ARE REQUIRED FOR PERMITTING ® ¢�, ! cy 001 (A �0 0=® o®®© U La 0 y ' FRONT ELEVATION m SCALE: 1/4- 1'-0' N 3 O N O z - Q O F Q H J � � - flmw�j N W I J SHEET REAR ELEVATION SCALE: 1/4° - I'-O° JOB' DRAWN BT: KW DATE: UMS fa N V � Zl � o � cb w ' UU 0 W � � RIGHT ELEVATION LEFT ELEVATION A Oo SCALE: 1/4' - I'-O' - SCALE: 1/4' 1'-O' VQ/. m fii - 12 m IL TYP.ROOF 4 2 10'.a 16'O.C. F.G.IN L 'HURRICANE CLIP' F.G.INS— '- FASTENERS AT ALL 5/B'PLYWND SHEATHING/ IU 111 If 2.6'S a 16.O. RAFTER/TOP PLATE - ASPILALT SHINGLES JUNCTIONS TTP. - ' 3 STRAPP NG �f(2'GYP. ARD RIGID WIND WASH BARRIER RFDIIIRED HALL Bx,TH T EXTERIOR EDGE OF EXTERIOR T WALL OP PLATE �N 12 12 - BIDCKING 4'-O'O.C. 2e10'9 a 16'O.C. 2x1d5 P 16'O.C. IN FIRST TWO JDIST TTP EA BAYS FROM GABLE WALL 1,6 FASCIA/1.4 SECOND MI-BER WNTINUW5 VENTING DRIP EDGE `I.3 STRAPPING Ivy FRIEZE BD.W/BED PIOULOING q..T In-GYP.BOAR N TTP EXfERIDR wALL ER 2x6 E .STUDS a 24'O.C./ FOY KITCHEN Q Z 6•RI9 F.G.INSULY Q O In PLYWDDD SHEATHING/ - Ilf W.C.sHINGLESTYVIX WRAP/ 4'-0' 9'-O' a✓4°OSB SUBFIDOR F- Q 6'RI9 FIBERGLASS INSU O _ I Zx10'S a I6'O.G. 2x10's a IL•O.C.UC"�"'"' PT 9Nd5•16'O.C. 2-2x10 GIRDER J I11 FOUNDanaN wALL- q-29-2x10 GIRT 4x4 P.T.POST P.T.SILL ANCHORED .0 25'O . ' GALV.METAL POST ANCHOR LU _ B'•7'-9'CONCRETE 12''sONO TUB PIER TTP. DAnP PROOF BELOW GRADE BASEMENT E' O Id'xl6'CONTINUOUS FOOTING T 9'T ^V,LALLY COLLT1 Isj V NOTE: 3 12'CONCRt E SLAB Li 5/5 ' ANCHOR BOLTS 6 MIL VA��BARRIER ET.MEDDID 7° SPACED 25'O.G. 12' FROPI CORNERS WA514ER5 3'x3"xl/4" A le'� SHEET 6• 2'-6• 16 - /�/ 24'-D SECTION "A" .,OS. 1305 SCALE: I/4"- I'-O' DRAWN EST: K DATE: e/B/13 QEC� W. oo!-JiM;L V L o o I _ w m-0 2.10's W 244DN2S50 _ 52•.co• - KITCHEN ••1 7 = zo - CARPET I VINYL RdF. 2 ABOVE Q o -- m d 02A GARAGE2A - 5TA12'-0' O (3)9 I/4'LVL ABODE FLUSH - IA 4'CONCRETE SLAB 32'x5T 0 _-_____ PLTCH TOWARD D 5 _ 2A B D 244CN2050 LIVING _ 2A LARPEo - - CARPET U 2'-4 c ]'x9'O.N. 3 DOOR W-0° 14'-4' , 2A 3 / Q Z SEE QI DETAIL SHEET Ab # W m NARROW WALL BR4CIN6 j CI NOTE: CONTRACTOR TO REFER $ 7 $ § - TO WFCM IIOX B AND S O CHECKLIST FOR ADDITIONAL m n n n m n m n U HIGH WIND TECHNIQUES RELATED TO TH15 PLAN - 4'-0' 6'-0- 4'-O° 2'-0 9'-0° 14'-O' SHEAR WALL COMPLIANCE: �,_0. - W- 3BZ OF EACH WALL RUN VERTICAL 544EATMING WITH SHEET Sd NAILS 3' EDGE/12' FIELD (4)Ibd NAILS PER FT BOTTOM PLATE FIRST FLOOR PLAN �� L. IIZ OF EACH WALL RUN SCALE: I/4°. 1'-0' VERTICAL SHEATHING WITH 8d NAILS 3' EDG-A2'FIELD JOB: 1308 (4)Ibd.NA1L5 PER FT BOTTOM PLATE DRAWN BY: KW DATE: 6/8/13 N Uo Zoe 34-0' `z S 10'-B° IB'-4• • � � F m � g0 A S VINYL _ 0 °9 9'-0. 21 G fi m 2fi 2fi 2fi 2fi v 6'- O 2BA42 Tt1P DN. O` 64'x5T' c S . ED 00 S BEDROOM CARPET CARPET °O O _ 14'-4• KNE£WALL KNEE WALL - 3 O Q u w Q F J 34-0' 14 0• O ~ 0. O U SHEET SECOND FLOOR PLAN �� SCALE: 1/4' . 1'-O• .mB: L30B DRAWN BT: KW DATE: B/B/13 N 4B,_D. tj g 34'-0' 14'-0' O - 12'-0' 1'-3' S'-I' W-4, 2'-4' w --------------------------- 1�1 �LQ�1 �4.4•P WT.IRPOST Q GALV.METAL POST ANCHOR 10"SCNOTUBE'PIERTTP. _�._.,-,_----- - Im b` I v n i I•��.IeuLKNEAoI:�I I L — _ _ L _ ^ o I I IS I I " a u u LB'v%'CONCRETE wgLL I�. I « o BASEMENT A o i y'I 1c•ao'coNTlNuws FmrING nP. I:;'i m W I�.I O . • I I B'-II' B'-II'. • 3'-3° 3'-B' 6'-B' T,_3• i � I- I °.I � � w =1 I` I GARAGE I I GIRT I_��I 4'CONCRETE SLAB I:Y.I O I OIRT I I PITCH TOWARDTV— DOOR I C I a I :� f:-'%:� � 'l �;'�� y'::' ��•;:','l. � II I I I it o •I.=:I L3-2.10 GIRDER 4 3 In'DIA,STEEL CAL—N CONCRETE PAD I v -- - I`>I D 10'—• CCNC.WALL I L 16'z10'CONTINWUS F TING TTP. I — — Q I - N I O ---------------------- ---------------- NOTE: # w Z � Q p � d NOTE 2'-3° 9'-S' 2'_g• EMBEDDED ANCHOR BOLTS EM (- BEDDED 7° O - 34'-0° SPACED 28°O.C. V 12'FROM CORNERS WASHERS 3'z3'.I/4' SHEET A5 .IOB: two DRAWN BY: KW DATE: Foundation Certification in. ' Barnstable, MA , Pre tired For : Lot 1 22 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors 'Map: 00.2 Parcel: 02 Baxter Nye Engineering & Surveying Flood. Zone C 6 FIRM•Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC: ® Deed Book 21804. Pa9e. 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ®'Deed. Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals 'No. 2005-082 ® Deed Book 21059, Hyannis, MA 02601 Page 158 Phone -'(508 771-7502 Fax - (508)-771-7622 Minor Modification No. t ® Deed Book 22249, Page 282 ) Job Number. 2005-214 Scale 1" 20 08-30-13 Q Z G , S,�5 s ,y'y w LOT 2 ' . r� ti,�� 24O' r2 45; 1 O ,e l p' SfTe _ r� z.LOT ACC rIN ? Q coj= 11,473f S.F. e�V /Co N 0.26f ACRES ? Ocb� T.O.F.=69.54 & ^, 67 5; U' 22 0, o 00 ^• o 0 Jlf 1 q' SETBACK LINE co o S88'32'20"W : 144.67' _ OPEN SPACE V-%. 0 N .. en 3 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 P�jH OF 4jgs m BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 2..1059 Pg 158) IS LOCATED IN RELATION. TO � r9C PREIMETER MONUMENTS SHOWN PER EXHIBIT"A". (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A �� SHANE M. SPECIAL FLOOD HAZARD AREA. o o BFENNER z THIS PLAN IS NOT TO BE .R DED. NOR.IS IT TO BE,USED, TO ESTABLISH PROPERTY LINES. , 9 No.45917 �FGIST o ✓h v� $ �?U �?j � Jd/�N J - - L - REGISTERED PROFE ONAL LA SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING 6ATE O - _. GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT - 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL r� CONCERN). 00 � ,�{ c SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE �, / lJ WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED z I v T ,' � �, PROTECTION AC HABITATS OF TT REGULATIONS (310 CCMR USE WITH,E MA WETLANDS 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 �.' UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, �C �Q �;. ��'c REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA �f' Q ,! / cj �Z ,"� / ,' � CONSTRUCTION NOTES: / 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM VEGETATED 12" DEEP THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, O Cb RAIN GARDEN (125 SHALL HEREBY APPLY TO THIS SITE PLAN. .' `+� ; '- C.F. STORAGE) DATED 6/25/07, ' TOP-67.0 3. SEWER BUILDING CONNECTIONS. BOTTOM-66.0 - MIN. COVER SHALL BE 3 FT. - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES $ST's PROVIDE (1) 6' DIA. x 6' DEEP AS REQUIRED BY BARNSTABLE DPW. �` �� �� "W 9.0 LOT 2 LEACHING BASIN W/ 1, STONE SS' c SURROUNDING (OR ALTERNATE - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.tx. � EQUIVALENT VOLUME OF 289 CF) % 68. " 69.0x CONNECT ALL ROOF DOWNSPOUTS / 66.0 TO LEACHING BASIN S INV.-55.03 �1r' ic7 x �. 1?7; / 4S, a.EANOU 68. 4.8 " o ?k, . .��o Cotuit Meadows Subdivision S G��� �� eg 4 + 68. �M? TegCk x �M�Ha ��� N Cotuit•Barnstable, Massachusetts \`� a R INv. �. x ss.2 � LOT 1 ° _ Q e.R� 6 1 S 11,473f S.F. PREPARED FOR �¢ s ,0 Oto ' ? '�'� tM1 :j$ 6&0 � O 26f ACRES y , Q ; COTUIT EQUITABLE HOUSING, LLC / 1' W 68.0 p o P S G O $,�' %:n, 467.5 '69.0i ' . 0. Box 95 H ; �, 67.500 4C .,,,,ram J NV IN X , 'Jr + o a2o.�oj� Centerville, MA 02632 G �"4.78 67.5 Site Plan c a , 6sX - i Lot 1• ZZ Pheasant Hill Circle QQ 67. 10' SETBACK LINE 67.75 BAXTER NYE ENGMERING & SURVEYING `�� I I 67X x ! S88'32 20"W 144. 7 0 6) ` ' VEGETATED 12" DEEP RAIN // ' Registered Professional GARDEN (125 GE. STORAGE),/` T� Engineers and Land Surveyors TOP67.0 �� BOTTOM 6. 1 OPEN SPACE 78 North Street,3rd Floor,Hyannis,MA 02601 .I"of Mess Phone-(508) 771-7502 Fax-(508)771-7622 i j i i t 20 0 20 40 4 i 3 � sTEa G�w SCALE IN FEET Nel. �N SCALE 1" 20' DATE. 08-16-13 REV. DATE. REMARKS { LOT 1 MW MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dW - 2005-214