Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0129 PHEASANT HILL CIRCLE
��y ����.��� �� �,��. 1..07-a'� o-�a - a-� a- d�S �, ,, Town of Barnstable BU11Clln' g t iPost This Card So That t is Visible From the Street Approved Plans Must be Retained on•Job.and this"Card Must be Kept M^ iPosted Until Final.Inspection Has;Been Made Y .� 4 Permit E , ° Where a Certificate of Occupancy�s"Requ�red such Building shall Not be Occupied until a Final Inspection has been,made � . Permit NO. B-19-466 Applicant Name: PHILIP J. SCHNEIDER JR. DBA S&C CONSTRUCTION Approvals Date Issued: :D2/20/2019 Current Use: Structure Permit Type` Building-Addition/Alteration- Residential Expiration Date: 08/20/2019 Foundation: Location: 129 PHEASANT HILL CIRCLE,COTUIT Map/Lot: 002-002-085 Zoning District: RF Sheathing: Owner on.Record: SCHATZ, RICHARD 1AMES Contractor Name.`,' PHILIP J SCHNEIDER,JR Framing; 1 Address: P O BOX 95 Contractor License: CS=082406 2 CENTERVILLE, MA 02632 t Est. Project Cost: $42,000.00 Chimney: Description: finish part of basement into home office froughly 350 sq.ft. replace '; Permit Fee: $ 264.20 counter top in kitchen,install doors in opening. outdoor t Insulation: I Fee Paid:' $ 264.20 rinsing station. Final: 1; "Date: 2/20/2019 Project Review Req: MUST MEET OR EXCEED 2015 IECC STANDARDS • .Plumbing/Gas i :Rough Plumbing- Building g g. `.Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorised by this permit is commenced within`six monthsafter°issuance. All work authorized by this permit shall conform to the approved application and theiapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. r Final Gas: .This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of.the same. " Electrical_ The Certificate of Occupancy will not be issued until all applicable signatures by,the Building and Fire Officials are provided on this.Permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: a 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy _ Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" M(as set forth in GL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT IKE 1 � :a3 III i Application.Number......... Z7..' ..<............. ..... BARNEFrABM TOWN.OE BARN RLE �?MA88. Permlt;Fee.. c=?. .. .a. .Other Fee. i639. '��o °ilgB 13 '9 32. iTotal Fee Paid.................... .................................... ...... TOWN OF BARNST A Dt ermrt Approval by..... .....`.....On...... ,. .1.!. DIVISION BUILDING PERMIT �l . .�B.v2...lJ.l.. ....Parcel.......Sr. ...................... APPLICATION Section 1 - Owner's Information and Project Location Project Address 121 Y l) t )�. Village Owners Name �/A,g.�,.s Owners Legal Address City State Zip Owners Cell # — ®9 E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet } L' Single/Two Family Dwelling Section 3 — Type of Permit ❑ New.Construction ❑ Move/Relocate . ❑ Accessory Structure ❑ Change of use ❑ Demo/ entire structure( ) � finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description Last updated. 11/15/2018 + 3 Application Number.................................................... f{ Section 5—Detail'--, Cost of Proposed Construction Duo S J care Foo J p �� q tage of 3`5�J I Age of Structure 2 yrp Dig Safe Number # Of Bedrooms Existing ?j Total#Of Bedrooms(proposed),, 3 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design i Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ( 9 ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom 1 ❑ � Water Supply Public � Pnvate Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway 1 Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed k Rear Yard Required Proposed Side Yard Required Proposed- Has this property had relief from the Zoning Board in the past? Q Yes ❑ No t Last updated: 11/15/2018 e Application Number........................................... K Section 9- Construction Supervisor Name ice• C jl,tdfA-cam�✓ Telephone Number Address.6S (n�� (Z City N,� State Zip_ b237, l License NumberC5 -' (A SgO10 License Type tj r,er4,u L&4xpiration Date 312Z ro Contractors Email �'cGrr�s�yV��t'rw�C��o-��,,g c�-� Cell# -95$ --3 7 L I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and a documentatio r quired by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date 2 °l Section 10—Home Improvement Contractor ;I f Name ������ Telephone Number Address_!5' City P)�S/ State Zip Registration Number I172q to( Expiration Date 11Zo ZD I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentatio equired b 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date 2 G L7 Section=ll=-Home Owners License Exemption Home O rs Name: Telephon umberO:und�er L ll or ork Numb 's I understand my responrulesons for icensed onstruction upervisor in accor ce with 780 CMR the Massachusettsde. Ithe nstruction' cti rocedures,speaifi�c pections and documentation requiredhe Tble. Signature Date APPLICANT"SIGNATURE' Signature Date / Print Name TO, 7 t, Telephone Number E-mail permit to: S c r✓onik v-U LA i.o'A Last updated: 11/152018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation I For commercial work,please take your plans directly to the fire department for approval i Section 13= Owner's Authorization.. I s as Owner of the subject property YherebY authorize QVA,`��p''�"j-LL� yhp r to act on"my behalf, in all matters relative t work authorized by this building permit application for: 4 (Address of j ob) 106""t, Akzzt,— 2 ti)) q Si ature of Owner date Print Name j i Last updated: 11/15/2018 UN M Barnstable Bldg. Dept. Z o a q g a Approved by: Z w n f r OD -- o T of W W Z Q w LL • to simian. � _ �.�___ ot: _..--- m W a a o W n `�' s MASTER 1 ' B ROOM I } CD - t �-- +T�_ ® m W Lo m = � o T ® m 1d �aGREAT -----_-_-_,-_13 - A eieo,re w am PORCH I J Q � ;� as J R S SHEET FIRST FMF,PLANSCALE 1 A2 HERRING RUN MODEL OB: rno r+ 2300 SQ FT vRA>tiN Br: Iuv DATE: aivn U " M ZO N A O In Ln ----------------------------------- I '• 1 �5 --------- -------- o( OD f ; W In W L O I r- w a Ix O (6e9 eof-eMeHr i r,� I ` m W In W O I , I i I 1 ,I O 1 4 a I I _I a w -�_.; a� I --------- - ----------- - -- E a >o MELHANILeL � } 1 • I �— L r -- ---- - — — -- -------------- SHEET BASEMENT LAYOUT FOUNDATION PLAN - Y.1LE t:i'.tL Y.ntE tlr•t'4 -LB: Mo _ - DRN BY: KW DATE: 6-1 UN m N N no o Lo _--------------------- - --- e W OD ' - ---------{--------- o LO LLI I I t t I I � J" W < I ' `------� --g 1 it O Ir o M 2 M IL i � � _� • i r �� t _,y. .. .,.._... `I. i i •r ��"J F-__ r `_.._.._.._. ._� I ` _ —I i MEGNANIGAL �— -------- - ------ ---- -�—_� o F --- ----- ' • j ]]990tt BASEMENT LAYOUT FOUNDATION PLAN I r JG9: Tno - DRAMPI BY: KYi ' DATE: B/q/Il V N M (0 N O If) �-- -------------1--------- W N OD -- _ mo,x I Q w O W LO IJ z k Z a I � W W 1 � u i1 -- -- r ~, Q O ------- - - MM of N Ix 0 - _ ----- a. E3EDPOG�•3 'I . I I I I a,esei•ier�r - � I �" ^aI I t_: i I I I i q BOTH na�� I I - t.1FN:::. + 1 �I I fi - .(.• .u:Nf— Lu IL 1, - 9 - SHEET 171^Att BASEMENT LAYOUT FOUNDATION PLAN �1 - - DRAYO!BY: KYI �u � DATE: 8/MT Fr commonweann or massacnuserrs `���WWWJJJ� Division of Professional Licensure Board'of Building Regulations and Standards Cons�r ai SiS rvisor CS-082406 sd � ires: 03/22/2020 PHILIP J SCHNEIDERWR 55 GRAFFAM-RD % R PLYMOUTH MAJ0236,0 � , . Commissioner C4 ,�/ie �of'�J2O Registration valid for individual use only before the expiration date. If found return to:Regulation DffHOME IMPROVEMENT CONTRACTOR on TYPE-.Individual Office of Con ton Street Su 'de Business O Reg Expiration 1000 Washing Reai--=�atio-n Boston,MA 02118 529fr1 12/01/2020 PHILIP J.SCHt!.4 �� DIBIA S&C CONSUC f�tDf�t , ---- nature " Not valid without signature PHILIP J.SCH 55 GRAFFAM PLYMOUTH,MA 02360-` Undersecretary - _ - The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 ` www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciam/Plumbers Applicant Information Please Print Legibly Naive(Business/Organizatim/Individual): Address: City/State/Zip: Q Vv� 02`"gone Are you an a toyer?Check the �a a—box: Type of project(required): I. a employer with- 4. 0 I am a general contractor and I 6. ❑New 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. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.insurance comp.insurance$ required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their' 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no ] employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: J Job Site Address: tZa r � � �' `� LLQ City/State/Zip: ( t� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as'civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c fy un the pains and penalties of perjury that the information provided ab e ' true and correct Si afore: Date: a Phone#• Official use only. Do not write in this'aieaq to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): ' 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,,§25C(t7 also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to constr ct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance`coverage required. Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance nce . requirements of this chapter have been presented to the contracting authority." `' Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly.'The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permi0icense number which will be used as a reference number: In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Mamchusetts Department of Industrial Acdde its Office of Investi flow 600 Washington Street Baston,MA 02111 Tel.#617-727-4900 ext 406 or 1-8 77-MASSAM Revised 4-24-07 Fax#617-727-7749 www.mm.gov/dia. ACOORLIP CERTIFICATE OF LIABILITY INSURANCE DATE(MM,DDIYYYY) 01/14/2019 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 have ADDITIONAL INSURED provisions or 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 CONAME:TAc Jillian Hollis Hollis Insurance Agency Inc AHCNE Ext: (508)209-0400 n/c No: (508)209-0444 The Pinehills EMAIL )hollis hollisa .com ADDRESS: genc y 1 Village Green North STE 121 INSURER(S)AFFORDING COVERAGE NAIC# Plymouth MA 02360 INSURERA: Main Street America Ins.Co. 29939 INSURED - INSURER B: Utica National Insurance Group. S&C CONSTRUCTION INSURERC: 55 GRAFFAM RD INSURERD: - INSURER E: PLYMOUTH MA 02360.4982 INSURERF: COVERAGES CERTIFICATE NUMBER: CL187606693 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DDIYYYY .LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FRI OCCUR _ PREMISES Ea occurrence $ 500,000 .. .. _ -. MEDEXP(Any oneperson) $ 10,000 A MPP6779V . 06/21/2018 06/21/2019 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE. $ 2,000,000 X POLICY❑PRO ❑ 2,000,000 LOC J ECT PRODUCTS-COMP/OPAGG $ OTHER: Snow Plow Products/ $ 1,000,000 AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ - Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED ) $P BODILY INJURY(Per accident - AUTOS ONLY AUTOS ( HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per.accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE _ AGGREGATE $ DED I I RETENTION$ - $ WORKERS COMPENSATION - - PER - OTH- AND EMPLOYERS'LIABILITY Y/N x STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE N/A 4408888 - 03/06/2018 03/O6/2019 E.L'EACHACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION ` SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Champion Builders ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1414 AUTHORIZED REPRESENTATIVE Duxbury MA 02331 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD . , Town of Barnstable Building Pzost;This Card So That rt is Visible From the Street-Approved PlanshMust be Retained on'Job and this Card Must beyKept§ g# ' .c, ?dam r e f Posted Unt�l:Final Inspection Has Been Made g` S yam Certificate ofgOccupancy�s Required,such Bu�lcJing shallNot be Occupied until aFinai Inspectionhas beenmade Permit NO. B-17-3671 Applicant Name: BRIAN T DACEY Approvals Date Issued: 11/01/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 05/01/2018 Foundation: Residential Map/Lot 002-002-085 Zoning District: RF Sheathing: `- Location: 129 PHEASANT HILL CIRCLE,COTUIT Contrat obrNarne BRIAN T DACEY Framing: 1 fib" Owner on Record: COTUIT EQUITABLE HOUSING LLC Contractor License? CS-005645 2 Address: PO BOX 95 . :,_ " = Est Project Cost: $25,000.00 Chimney: y CENTERVILLE, MA 02632 f Permit Fee: $ 177.50 - Description: 'Finish basement area adding additional bedroom-,.e s Insulation: W� Fee Paid; $ 177.50 _t Project Review Req: Date 11/1/2017 Final: N a .-L". 3 10� N Lis strv� Plumbing/Gas £ Rough Plumbing: Building Official < � final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized,bythis permit is commenced within sox months after issuance. All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws.and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public.inspectionfor the entire duration of the Final Gas: work until the completion of the same. ds <� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by:the Building and Fir Officciials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ; �? Service: L Foundation or Footing € . �,� Rough: 2.Sheathing Inspection _ ..M,.x ... „ _ . ... 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection e 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation g 7.Final Inspection before Occupancy Low Voltage Final: r Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION u'l ,, Q Map (00 Parcel__a�� • �, rove Application # J�� , ' "` Health Division Date Issued i Conservation Division --- Application Fee 4 Planning Dept. }y1 ,` 1° Permit Fee e� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address lg=q �M�ovii ✓ Village Owner t t thJ 1 Address Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District / Flood Plain Groundwater Overlay _Cf� * Project Valuation 000 Construction Type Lot Size /, ��-/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;9 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: X Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) 5� Basement Unfinished Area (sq.ft) 256 Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing*3new Total Room Count (not including baths): existing new C First Floor Room Count Heat Type and Fuel: lid Gas ❑ Oil ❑ Electric ❑Other Central Air: JRYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# //-- Current Use a care Proposed Use / 4 5 tG�� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address V e) I License# Home Improvement Contractor# Email Worker's Compensation # UU7 5C 0 fQ 2�r' ALL CONSTRUCTION D IS RESULTING F OM THIS PROJECT WILL BE TAKEN TO e� SIGNATURE , DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. J t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING .,r: DATE CLOSED OUT ASSOCIATION PLAN NO. °F`"Er�� Town of Barnstable ' s�xx rws Building Department-200 Main Street Hyannis, MA 02601 $pTEn MAC TeL (508) 862-4038 Certificate Of Occupancy Permit Number: , B-17-1762 CO Issue Date: 3/28/2018 Parcel ID: 002-002-085 Zoning Classification: RF Location: 129 PHEASANT HILL CIRCLE, COTUIT Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: BRIAN T DACEY Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: 4 . 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition voFZHETti Town of Barnstable ` 13"t.MSTABLE. :;, Building.Department-200 Main Street t ALASS. O 9$A 1639• .0� Hyannis, MA 02601 lEn M Tel. (508)862-4038 Certificate Of Occupancy Permit Number: B-17-1762 CO Issue Date: 3/28/2018 Parcel ID: 002-002-085 Zoning Classification: RF Location: 129 PHEASANT HILL CIRCLE, COTUIT Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: BRIAN T DACEY Permit Type: Residential- Land Type of Construction: Design Occupant Load: 0 Comments: Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition ,TOWFr`\OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 002 •( *6 Application &-C-7— Health Division Date Issued Conservation Division Application Fee ` 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �' -7 00 Historic - OKH _ Preservation/ Hyannis Project Street Address I Zq P6A_�51 � (11 die Village inn• u� Owner •� �uo 96QS, rv_e4 Address Telephone Permit Request < - t16nn6qWr-�rex^� v-P�iL av� a 2 Vic✓ LA 4 S Square feet: 1 st floor: existing proposed 5�nd floor: existing proposed Total new �� Zoning District Flood Plain C_ —Groundwater Overlay Project Valuation C1YJLJ Construction Type WM19 74� Lot Size ��G/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. �. Dwell Type: SingleFamily Two Family ❑ Multi-Family(# units) Age o#1Exis(i g Structure Historic House: ❑Yes 8-No On Old King's Highway: ❑Yes 4No Basement Type: > Ful+ ❑ Crawl ❑Walkout ❑Other Basement Finished Areay(sq.ft.) Basement Unfinished Area (sq.ft) /,52�W. N '- 9 Ku.. Number;of Baths: Full:: existing new Half: existing new Number of Bedrooms: existing 2-new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 74 Gas ❑Oil ❑ Electric ❑ Other Central Air:A Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Y s No If yes, site plan review# Current Use Ca Proposed Use y_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name eR Y I av\ Telephone Number v � Address J License # - 08-g9 q 5 Home Improvement Contractor# Email Worker's Compensation # ALL CO STRUCTIO&BRIS RESUL NG FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (a �l� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. t` ADDRESS VILLAGE OWNER DATE OF INSPECTION: ,,� � � o�� �..( FOUNDATION 4 FRAME �p a KrRRlkiu� INSULATION Q �c FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 41 FINAL BUILDING d ® ` DATE CLOSED OUT ASSOCIATION PLAN NO. i } Massachusetts Department of Public Safety hoard of Building Regulations and Standards License: CS-005645 Construction Supervisor F+ "'-,,fir k•� � BRIAN T DACEY ri ae1 r PO BOX 96 CENTERVILLE MA 61612 L- CA— Expiration: Commissioner 04/99/2098 1 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. i' t I i r. Failure to possess a current edition of the Massachusetts ' State Building Code is cause for revocation of this license. DPS Licensing information visit: UVWW.MASS.GOVIDPs y GL Policy WC Policy Effective GL Policy Effective WC Policy Sub Contractor Date Expiration Date Expiration All Cape Garage Door 508-398-2757 09/01/16 09/01/17 09/01/16 09/01/17 Baxter Nye Engineering&Surveying 508-771-7622 09/01/16 09/01/17 09/01/16 09/01/17 Campbell,William 508-790-3517 08/01/16 08/01/17 08/01/16 08/01/17 Cape Cod Marble&Granite 508-771-2900 10/01/16 10/01/17 10/01/16 10/01/17 Cape Concrete Forms 508-922-1910 12/01/16 12/01/17 12/01/16 12/01/17 Carpet Barn Inc 508-548-1443 02/01/17 02/01/18 02/01/17 02/01/18 Bayside Electric 508-771-7170 09/01/16 09/01/17 09/01/16 09/01/17 Whiteleys Heating&Plumbing 508-945-1100 09/01/16 09/01/17 09/01/16 09/01/17 Coy's Brook, Inc 508-394-8442 08/01/16 08/01/17 08/01/16 08/01/17 Davids Building&Remodel 508-428-3214 03/01/16 03/01/18ff04/01 03/01/18 Hill Construction 508-888-8154 09/01/16 09/01/17 09/01/17 Jeffrey Lauder 508-221-1046 04/01/17 04/01/18 04/01/18 Kitchen Appliance Mart 508-771-2221 03/01/17 03/01/18 03/01/17 03/01/18 MAP Insulation 508-888-3599 12/01/16 12/01/17 12/01/16 12/01/17 Northern Sealcoating 508-398-9474 11/01/16 11/01/17 11/01/16 11/01/17 Pastore Excavation Inca 08/01/16 08/01/17 08/01/16 08/01/17 Wood Floor Specialists 508-888-3958 09/01/16 09/01/17 09/01/16 09/01/17 Department ofIndustrial Accidents < e ape r7 es gc dons 600 MasIxinews Street v.xr s a 1 I rnas5 e o-pldla Workers' Compensadon Insurance Af daidt: Bufl&rs/Cautr a.e o s e e ins Umbers ARPHCant fora-aGn Please Past Le2aj).-y Name (3usiness/or,,,,,a-aonadiyidual): = �JZV Zblw'6' 1AA— Addrp-ss: Phone#-. Are you an employef?Cheekthe•ftpprapriate.bog. Type of project(regmred): 1.❑ I ar;L a empluyff with 4. E91 am a general contractor and I 6. V New coast ction employees (full.and/or part time). havehiredthe sub-contractors 2.El am.a sole proprietor or partner- listed on the attached sheet.T �• Remodeling ship and have ao employees These sub-contractors have 8. 0 Demolition -svoi-king forme in any capacity. workers' comp.insurance. 9, ❑Building addition VO vworkersI comp,insurance 5. ❑ We area corporation and its required.] officers have exercised their ldCl Electdcalrepairs or additions 3.❑ I am a horo eowmer doing all work' right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers- camp. e. 152,§1(4),and we have no I2_Fj Roofrep=" S insurance required.]'1 employees.-[No workers' comp. =, ancezeq¢iretL] BE Other *Any applic ant that checlM boi#1 must also IM outthe section below showing their workers'compema$on policyin!ffi=ation: t Homeommers wba,submit$ris affidavit indicating they are doing all work and then hire outside conhactbrs must submit a new affidavit in dioatiug such. TContra-tois-ihat check this box mist attadhed an additionallffiect showing-113o name of the sub-contraltors and their worke&comp,policyiuEornitiom crrz 6714PIUe7•thai!8.PP&-P1dN.gVafkerS'erg?zgenSatidaZ 171-val-arwa- or Fey ewlrc'o��ess �elr 3 is tF�elr�rliey urrd a77 s€fe LFZ�EfJF1E�iiD7�. ; • Insurance CormpanyName: �f� a Policy#or Self-ins.Lie.#:_ (� 0 �¢�� - - Expiration Date: lob Site Address: 29 P savl� �-�l �(�Cf City/state/zip: (2e7u T Y�Y Ai ffach a copy of th.e warkers' compensation polfdy declaration page(showing th.e p4fley number and expfxatFan date). Failuie to secure coverage as requ red under Section 25A of MGL c. 152 can.lead to the in-iposition of ernninal penal des of a fin e up to$1,500.00 and/or one-year imprisonment, as well as eiv l penalties in Elie form.of a STOP WORD ORDER and a fine of n-p to $250.00'a day,against f:e iiolrtor. RP ad�ri�ed chat•a copy of this statelv.ent may be.forRwded to•the Office of Investigations,of the DIA for insurance coverage verification. I do,hereby cet t�'de" e TM�ciazs��.d.�etr��es o f�e:�rL���/��t�'Ee rxr�ar7rx�tier�a prfa�i a'ec3 k�a�re�s tz�e�zd��s:re�t ,�i�ature: r Date: 1 F ial use anly -Da Trot.v ire in flits are,?9 ro be co;?pleted by efty o`t`r`ut�-rt a�f ch-.ar To%m: PerrslWLrcez�se . Issrg Auzha> ' (err cIe ce : 1.Board of:wealth 2.P:Ading berm tnrent 3. CitylTeviu Clerk 4,Eteetriels Inspector S.I''hnn_b ng,YA.-pee::1o'r C.Other a°J7tGet PErse-M, J e l �F Y,E7p� Ovn of a. testable, RegulAtor Sen'lees bn�xsrr�� , Thomas Fe Seiler,Director Tom11erry, Building Commissioner 200 Main Street, Hyannis,-NSA-02601 I ,n ��.tor��,barnstable.maus Of�ce: 508-8 62-403 8 Fax: 505-790-623 0 Prop e-A7 Owne' r Must CO , lete and Sicyn This Section If Using ABuil r T, - U51. - ;ds Owner of the subject property herby a ut4oriz to act on my behalf, in all matters relative to.work authorized bythis UiAd ng permit application for,-'.' (.f dchr-ss of-job) 5igna' e ate Print Name Q;FOR!�4S:O n'EP.P*-F fISSIOIQ _ I Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola Lot 85 Cotuit Meadows Rating Date: 06/05/2017 Rating Number: Cotuit, MA 02635 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 55 Heating 36.5 $500 34% General information cooling 1.0 $55 4% Conditioned Area 1528 sq. ft. House Type Single-family detached Hot Water 7.1 $90 6% Conditioned Volume 15816 cubic ft. Foundation Unconditioned basement Lights/Appliances 15.3 $824 56% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 59.8 $1469 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.96 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 60.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced: HRV, 44 cfm, 30.0 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.1 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Rating Company Home Energy Raters LLC Lights and Appliance Features 180 State Rd Suite 2U Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator (kWh/yr) 600 Clothes Dryer EF 3.01 www.energycodehelp.com Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I r; AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................:................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................9<_ 12:12 [� MeanRoof Height .....................................................................(Fig 2)...................................................15 ft <_33' Q BuildingWidth,W...............................................................(Fig 3)................................................. 45 ft s 80' Q Building Length, L ..............................................................(Fig 3)...................................................62 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)....................:...............................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)............:.....................................6'-8":5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................... ....................................................................................................... Q. ConcreteMasonry.................................................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)...................................................32 in. N/A Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in. <_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in. >711 Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>15" N/A PlateWasher............................ ...............................(Fig 5)...............................................Z:3"x 3"x'/4' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... 0. Maximum Floor Opening Dimension...................................(Fig 6)....................................................10 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft :5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)......................................I.............................. Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in 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).............................12 ft <_20' Wall Stud Spacing .............(Fig 10 and Table 5 < Q Wall Story Offsets ........................................................(Figs 7&8)............................................ ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearingwalls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-16 ft 0 in. 0 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 ...............................I.........................(Fig 13 and Table 6)........................................:.8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)................................ .............................6 [� Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7).............................................................2 �( Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................3 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 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..........................................3 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9)..........................................3 ft 0 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 Opening2 .........................................................................6'-8"<_6'8" Q Sheathing Type........:.....................................(note 4)...........:.............................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no..of 16d common nails)(Table 10)............................................................4 R1 Percent Full-Height Sheathing.......................(Table 10)......................................................30% 0 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension,,L Nominal Height of Tallest Opening2.....................................................................6'-8"<_6,8„ SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)............ ....3 in. [� Field Nail Spacing..........................................(Table 11)......................................:..............12 in. Q Shear Connection(no. of 16d common nails)(Table 11)............................................................4 [� Percent Full-Height Sheathing.......................(Table 11)...................................................... 15% [� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ............................ I .4` y I`„y AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=303 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..... ..........................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............. -ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q THE HERRING RUN MODEL-COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES! Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. . iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d vi. 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)1 �aFTTF EHIS EDGE RESTS ON 1 EJSE811NAILS -_r-_--- —IT—_—_ —— 11 11 11 11 11 1 11 11 11 11 It II 11 11 1 M 1-1 1 11 11 I � i 10 ' 1 IL It 11 11 r O n .•/ F 1 m it 11 a 1 F 11 1 t m 11 a u 1r � 1 - l e Yi 11 1 1 1 z 1 11 1e 0 u Ir 1 u I I � ii 11 s 1 t 4 11 1' p 1 I! 4 a Ij W 1 to u 1.1 it _jrr u r n rr 11 n 4OU191.EEFx� �-- NAILSPACM ----- t PAtiEt d � See Datall 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(7s0 CMR 5301.2.1.1)1 s a r �za f r r i ei m r r a B a �I I1 ' FRALgINGMEMBER$ i EDGER�tiERMEEMT£ , ' Z H _ ----------. STAGGERED 3"MNJ NAIL PATTERN PANEL PANE-EDGE DOUBLE NAIL EDGE SPAt NG DuAL Detail Vertical and Horizontal Nailing for Panel Attachment (c) sie � tJToG: DIN fit a 0e 'Tr , MAort ���`� d M AP INSFA.LED BUILn,\u PRU,iJCrS O��VoF `Q,, PC BOX 1.30� (� SAGAR^U,tE B''ia:-! ,!VIAL .5E2 INSUTA;iUn�_CER71t IC"TiCti-Fc'f� iti BAIT ASUI.ATIO INI Exteripr,wall, : Type: r (6-- V►.l�s. -- tv a r u i a Ua t'r:6W�jrq CaKiV r Z E-xie for""a w ils a ho j; A -o To 0:7-9 Type:�le1S Mein iar rr; -__��' M'.V,I'!e: 2tJ_ Interior Walls /S`,7irtyeli: Tyre: Baserr rYpe -`�-bsi''L .gs_ Fiat.Ceilings: Type: Sloped Ceilings;, [!pe'— -- Mantrfacturr;r: BLUI— NN.INS !! ATI!3 R L�ULOSEI Al a1 - c- Tv�' / hufacture•: C710f _S —— Cdk" -lie thickness: Settled 1-�^,ckness. �5=� Settled R Val,�e _—_� � _ E Coverage Ar — I ea; -�.�,.1 m!:r,beraf Bags. � •� Fi21:Cnili!igs: i Type. Na l t�rC---__—__ ir ia,!^C t!�!CicnfSS: Settled` Th!ckne,5 --a c.ttlEG v.!,Je Number of SPr^,,S: } Ty:pe ( J_ mar�,�f,C�u�o.; Seftle>d Tii, kn ess —_S Cove t -!let; P V! I,,e g Cap d,:.ia! .rag6 - --t!t _: --=�a��o t,!Idi;na Pri7dt G -l�M►� 37 a _P_(0 a Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski `129 Pheasant Hill Circle Rating Date: 2017-10-16 Rating Number: 35082 �Cotuit, MA 02635 Registry ID: 770010137 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Heating 39.6 $592 31% General Information Cooling 1.7 $92 5% Conditioned Area 2047 sq. ft. House Type Single-family detached Hot Water 11.0 $140 7% Conditioned Volume 20115 cubic ft. Foundation More than one type Lights/Appliances 22.0 $1062 56% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 74.3 $1886 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 72.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced: HRV, 100 cfm, 46.0 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-39.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 666 Clg: 666 CFM50 Foundation Walls R-0.0 Method Blower door test . Certitied HERS Rating Company w Energy Raters of Mass Lights and Wliance Features 180 State Road Suite 2 Upper Percent Inter LikVng 600.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma 02562 Percent Gge Lting �100.00 Clothes Dryer Fuel Electric 508 833 3100 i g Refr �tor /h/yr 589 Clothes Dryer CEF 2.62 Info@energycodehelp.com DislashWh/yam 261 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate - Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Y The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Bowers, Edwin From: PRhude <prhude@cotuitfire.org> Sent: Friday, October 13, 2017 3:37 PM To: Bowers, Edwin; Kelsey Subject: 129 Pheasant Hill Cotuit Ed, 129 Pheasant Hill passed new construction Fire Inspection. Thanks, Paul Rhude (508)274-6086 cell (508)428-2210 office prhude@cotuitfire.org 1 Town of Barnstable4 Ek � 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-1937 Date Recieved: 6/20/2017 Job Location: 129 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508) 945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 Work Description: New construction duct work z AD Total Value Of Work To Be Performed: $5,000.00 , Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor.of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 6/20/2017 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 6/20l2017 $85.00 }XXX-X.XXX-XXXX- Credit Card 2793 Total Permit Fee Paid: $85.00 TempParcelEdit Page 1 of 1 x Y. Logged In As: Wednesday,January 16 2008 Prank Schlegel New Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 085 Street Number: 129 Unit. Dev Lot: LOT 85 ............. ._... ..., Road Name: PHEASANT HILL CIRCLE ! Sec. Road: T/R Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) 1 Date Added: Updated: U�date� De�' "AddA�nother L httn-//iv,-,n12/Tntranet/Pronda.talTemnParce]Edit.asnx?ID=Add 1/16/2008 Foundation Certification in Barnstable, MA Prepared For : ,129 Pheasant= 'Hill` Circl_e (Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-085 Baxter N ye. En ineerin & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y g g y g 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, Inc. ® Deed 78 North Street- 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ®-Deed Book 22249 Page' 282 Scale : 1" 20' 06-30-2017 Job Number. 2005-214 � 6LOiNC� DEPT. JU'L 0 , 2017 TOWN of BARNSAB' 00 Cj Z � N/F BLAIR K. KROSEL DEED BOOK 29324 PAGE, 100 PARCEL ID: 002-002-084 9 x r . r LP - - 1- 2• � � w �, #129 LA EXISTING FOUNDATION rn� Z LOCATED 06/29/17r �w l 0 0. 36� LOT 85 3.3 0. 9,321 f S.F. " E 0.21 f ACRES 5 A, N 1!5 20; 5 11a 14 N/F COTUIT MEADOWS HOMEOWNERS ASSOCIATION, INC. DEED BOOK 23161 PAGE 59 PARCEL ID: 002-002 OPEN SPACE N/F RASHEDA DICKERSON " DEED BOOK 30385 PAGE 194 PARCEL ID: 002-002-086 I CERTIFY THAT TO,THE BEST OF MY .KNOWLEDGE THE ,EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR. SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF OF MSS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg ,158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND `IS NOT LOCATED WITHIN A BHp,NE yG SPECIAL FLOOD HAZARD AREA. M. , THIS PLANNo.4868 7 IS OT TO BE RECORDED NOR IT TO BE USED TO ESTABLISH PROPERTY LINES. N 6 c FESs��yO� REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE ® sUA0 SMOKE.DETECTORS REVIEWED Z N BARNSTABLE BUILDING DEPT, DATE r� O V LLj !A J � FIRE DEPARTMENT h. >_ DATE _J BOTH SIGNATURES ARE REQUIRED FOR PERMITTING W ~ > W [A 12 - - -- - -- - _ - - - - - — — - — .. —: =_— Z -. 1 •' _ - ._ _..—.__ _.—_.____ _ ___. _— a _ W U) ® ® M LlV;3L P ®�®® ��®® • S r' ® ® v® OD 2c32 - 24M110 - - - Wyk �/O�/�� � I.L. 4� - �- Z L---J Q O m = Llj FRONT ELEVATION RIGHT ELEVATIONm (L SCALE.1/4'=1'-0' - w - SCALE:1/4"=1•-0" CU ce C4 - -- _._.—_...-_- _ Q6 �9 _ _ - — ..___ -........, —__...__.. x — .._ __.. -"- ._ y . Lu w � o • �� • CW135L CWt35F � O •� 2- 24410 244- - - 24410 2i910 2-0 _ f z O it) Lu Ej r O � 93mit - I - - 2931p 293tU 283,0 ; L_J L_J L_J 1 �__________I___:1_______C___ - . L_J - - SHEET REAR ELEVATION HERRING RUN MODEL Joe: i�io LEFT ELEVATION SCALE:v4"=,'-0" ` - 2300 SQ FT DRAWN BY: Kw SCALE:1/4"=1'-0" DATE: 6/6/1'f r 1� N. Yam• ' .. _. O •D Oy .D " rp _ = J � -- 00 ' . .. (1 ... _._ -_DECK' .... 410'• -LONG _2.LON YI - • • i - ... ..15 14 ... LIN .. .. L v MASTER c PEr I ILLOGK - W BATH w • 1,• y w r OBL m DB I - ._ w x NN LL N -- _8...__ • $ti'. " 12'-0"VPLLTFD IN6 " ` cow 1/B"xbO < SUNROdM 1 ' m 34410-2 I 12-0"VPLLrED GEIIJNG ' N A ' - ^ N ao 1/B•x6o va• ,���1`�IX�I�T.J�'-, s BEDROOM '•" W - Y.. Y! L O_ I e NDR s4 I I 'are 10 � REF. PN I � m 34410 - O 2B T/B•x41 3/B^ I Q' 2fi " w 1/B•x6 T/a' - W - I 6-0 �� E1z 2 o - - �_ to DINING Y ■M■ IL ` - LAUNDRY C� O l nw Y o- rn 2a32 1 m KITCHEN., Io,ay zg -- O Q _ •I I 2� LITE FIRE LLGS D. Nl b'-0.. _ �� 6 OIFNI < V RATED - - - . + Q rn 24410 t �, PANELS UNDER•' I , 2E r 1. w I 13'-0'LATHEDRAL CEILING 'i S�RS GREAT ROOM STEEL BEAU P r - - n•-to• a'-,o• 1 GDSET 3o va°x6o i/a- _ • .. rnzaalo GARAGE A • _ _L__-___kAL -I_ � ' 1 ® r - wl ♦ , ATH ® 'tktb'O.H.DOOR W/TRPNSOM _ i. tt2 - cAeFgr _1 TILE ll- 51 T- 13 I I • - PORCH - . - w ct U) 2.y T-10" 2'-3" 1'-6• T-0" L 9'-0• t._6.. ' SHEET ` ` 1525 SQ FT' FIRST FLOOR PLAN /A:2 HERRING RUN MODEL JOB: 1710 2300 SQ FT DRAWN BY: Kvr1 . I DATE: 6/6/11 - • N - U N r (Y) N -0.. O. V) , -2x10 OD 4,6 P.T:PO T ~ > GAL,.METAL POST ANCHOR 12"SONG TU "PIER NV I ______—_ __ ____ • _ a. ``//''�� 28"'BI&FOOT' U)FOOTWG TYP- _. I . A I Z d I s • _j I Is��. I I tM• LL I LLI LLI li I )I I Ir _____ _____ L- ILALLY • " 1 - - - Q • y HALF "VI ,'` - - BULK HEAv I .;LRE �I - BASEMENT I '%%I I m .. � W f m J `° a•coNCRETE SLAB I f I f'1� ax a'sr coNc..rwLL I. .i I 10 MIL VAPOR REFARDER Lf J.: -J' VFRTIGPL RFBM ab r _ T.O.NL HORIZONTAL REBPR c4 * TO 46" - - ' -f.+• 12"BELOry T.O.f^l PND - „ 1 rO^^ . • ... 1 I- AT THIRD POINTS W 6 41 T x10"CGNmVOIY FOOTING J -------------- +< — T 24310 - !1 30 1/6 X4a 7/6 .i I `%I y 1 I • W�..r 0.r • � ' `y � J I. I, 1 31/3"DIA BTEEL'LOWMN 1 - 3/a"PNCHGR BOLTS • a .. `-/ . I ,I a 36'%36'X12"CONCRETE PAD I EMBEDDED T" x 1 .. - - 5PACED 32' - • F L PKT m 34310. - OFFSET 2" ^•I . . " I' I I' TO ALJGN 5TUDMWIS' • • - 30 1/a"x45 T/6- I - `A r I •. DROP WALL 10" I I•• - ' AT DCK R "q • ;. t F I 1 X 3'-10`CONC.WALL - - • ib'X10"CONTINUQIS FGOTING • �. I L.I �tr,� _ ;• GARAGE . - I '• - L - I 4"CONCRETE SlJB - I 1 PRCN TC»'1.RD - - - DROP T.O.v1 TO 42' I— I ai- ®. ;/I >__I - I - '• O. • - . / - AT tu . C DROP NVLL.L 10" I}- • i tu r.. • y . , k • •. Q ` P IT ., T ——— ————— ——._————.——— — UA -- ——— ————— tl J 6" 1_3 • - SHEET - 9j FOUNDATION PLAN 1 SCALE:1/4"=r_o,,. JOB: 1-710 . DRAWN BY: KW DATE: UN (') ' � p N O Ln r I • - _j r J n� •� � W LL k - _ RI61D WIND MV�511 OPRRIFR REGLIRFD `. � r - a w �` AT ExTERIOR EDGE OF EXTERIOR WALL . - - II - TOP PLATE FASTENERS AT ALL (2)11 "LVL RID6 - - _ • ' + �2x12 RIDGE - • � RAFn3t/TOP PLATE ' - _ .LNCTIONS TYP. �O\\ (2116"LVL RIDGE a .. (yI w.. _ CTs O'ib"O.G. Ln WM BLOCKING 4'-0"O.G. r • coW '.. TYP.ROOF r IN FIRST TMYJ J:MST PND RPFTER R38 F.6.1NSUL. �-` " - 2x10's®ib"O.G. BAYS FROM GPHLE WAJy (/ 7}/ R30 F.6.MSULI 2xtOs o 16"O.G. - FRNT O D' g SUB 5/8'PLYWroD SHEATHING/ 0 2x10s 116'O.G. b - m 6 Z - ASPHALT SHINSI - G. 1[\ 12 • - 12 y0 - 1x35TRAPRNCa� ���� STORAGE MM Q p lxe FASCIA/1.4 SECOND MEMBER GONTINUCVS VENn—SOFFIT 1x8 FRIEZE BD.MV BED MGULDING. , ,_.t • '. .'- 2x8s v 16"OS. (3)91/2"LVL HDR 2xtOs•16"OC. MID FROM RAFTER - - ' ID 5TL SPAN - BM O 1Rptic W12x35 F P LOLLY GOL EA END TO CONCRETE TYP.exm K R rw.L - .GREAT ROOM 2x6 EM. GARAGE o,H. GARAGE 6.R21 F.6. < 1/2"PLYWxJD SHEATNIN6/ nv TYVEK NRAP/ MIG.SHINGLES ., 3/4"T16 SUBFLCOR f• NNLED a 6�.UED TO-015T z. - / • .. 2xlOs•16"O.C. R30 F.6.INSUL ' 31/2`LALLY—M. .. TYP.FaINDAnoN MaALL-' BASEMENT P.T.SILL ANCHORED 32"O.G. - - B'x8•sl'.CONCRETE � " .. ,. i VERTICAL REBAR sb•35" • 3 1/2"GONGRE(E SLPB * ' • ' I^ � i HO Ip TAL REBAR e4 10 MIL VAPOR BARRIER AT THIRD POINTS • - - rs - 16"x1 O"GGNnNUCU5 FOOTN6 TYP. -... �... ...,_.....,. , $ ..... .. ....... .. . DAMP PROF BELOW GRADE - 10'ktb"CONnNU 5 FOOTING _ GRO55 SEGTION i r SECTION "B" w SCALE:1/4"=1'-0" - _ - .. SCALE.1/4 =1 - t ;= O �Lu w Ov `D SHEET. - a JOB: 1710 DRAWN BY: KYV- DATE: 6/6/1T (0 Lp W U) OD Y ♦^ , _• ~~ W LL U O w LX O 1p cr Ee L_--________ W _ - FP I . y. CANTILEVER ----- GARAGE - - - -- 4qzxt2 IDGe -- - -- ..o I I i. < . - - - - OL . - - (3)D 112-LVL HDR - W ,,nn - - - NOTE: UNLESS NOTED OTHERWISE LU FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE:1/4"=1•0, SCALE:1/4"=1'-0" I JOB: 1'110 DRAWN BY: KW . DATE: O lA LhV 4/ � n 1--I Ij ao EXTEND HDR TO CORNER 2x6 OBL TOP PLATE , - RAFTER@16"O.C. O Ln FULL HGT.STUDS W 9. 'JACK STUD $' ;. - • V ` A b NAIL TOP PLATE `� - - H2.6 EA.RAFTER 'Q TO BTM OF HDR aT`G a APPLY SIMPSON.MSTAIB CONNECTOR u0 @ r' WI 2 ROWS OF 16d NAILS ��. ON THE INSIDE FACE OF HEADER - W [L,. �3^D.C. •• TO EACH JACK STUD •{ a. STRUCTURAL PANEL HEADER - TOP PLATE O - NAILEDWCOMMON CONTINUOUS HEADER - - (vJ3'O.C.EDGEANDFIELD T � CORNER TO CORNER OVER MULTIPLE OPENINGS r M W V W O ' DOOR TRIMMER STUDS ♦ - ` T� RAFTER T• �,, - - RA O PLATE CONNECTION w A SCALE:N.T.S. c 1A` ` 2-EIS'ANCHOR BOLTB wl 3'x3'PLATE WASHERS EACH NARROW WALL SECTION: : - - - - 3 II - O !I DOUBLE ROW INTOSTA BOTH PALING Lo INTO BOTH PLATES LL Y� ' ♦ .�� _ �R sz 2x6 DBL TOP PLATE - r:' r . + - VERTICAL STRUCTURAL PANEL ♦ .. ` - ' k r. NAILED fid COMMON r 1 AND O.0 EDGE F ONARROW WALL BRACING AT GARAGE DOOR AND FIELD SCALE:N.T.S. .p SHEAR WALL COMPLIANCE: 'A W=30%OF EACH WALL RUN - VERTICAL SHEATHING WITH ` r _ - 1 8d NAILS 3"EDGE/12"FIELD • ME -^g - L ,' (4)16d NAILS PER FT BOTTOM PLATE - VERTICAL• " .r L=16%OF EACH WALL RUN - STRUCTURALPANELS DOUBLE ROW VERTICAL SHEATHING WITH BREAKONSECONDFLOOR - STAGGER NAIUNG 8d NAILS 3"EDGE/12"FIELD .RIM JOIST - INro BOTH PLATES 4 16d NAILS PER FT BOTTOM PLATE v 2xe GEL TOP PLATE () - ". .. , y, ,... •�. .._ -. + _ , ., � ,by � •r , F - .. SECOND FLOOR VERTICAL VERTICAL - STRUCTURALPANEL STRUCTURAL PANEL - . -.. NAILED 80 COMMON • NAIL EDed COMMON. r - - { :: .N 3'O:I EDGE ,L... ANT O.C. DGEINFIELD - AND 12'IN FIELD - AND IN FIELD - . r i - - - • •• AMA, :. aye _ ` .. . ��" ` • r _ - DOUBLE ROW' II �` i , DOUBLE ROW DOUBLE RNMUNG 11 � STAGGER NAILINGSTAGG I - W INTO BOX AND SILL - INTO BOX AND SILL yV II 11 � IIJ1 n I I D Lo OFULL HEIGHT SHEATHING-SINGLE FLOOR OFULL HEIGHT SHEATHING-MULTI FLOOR , SCALE:N.T.S. SCALE:N.T.S. � ,O 1"T10 • • DRAWN BY: rQ'i DATE: ' y JNIIII11N3d HO-4 cial 103y 3ad S3lf(llvNols H108 N TC s;` BARN STABLE 31da iN3NiHVd34 3HIJ N 1 2RV 9N101ing to y9 4 W �. ,11}P I g A k f 4Y I O,J .�.v.. ,..� /N~� ICI } / W - - _ ._ -_.............--..............._... .... _ ... _____...- ... _......_ _... _....._..._ _.... _. _ _. - - - __-_-- _ - - _ --- - - - - '• ......_._..._...-.____._._....__—.-__...___...___..__......_._::.:.......______..__-.__.___.......__...-—_.....—.__.- __ _ ._ •-`_'••• ___-"_ _"_____ _ _ _ __ __-______ __ ___ ___ _ 12 ___... —_ _ _— —_ — _—_— _—__- _ ..._...._............_._........._.. ._ - ._._ .. - _ _:- - _ .. — -- - - —-_— ---_-_—_—_ - _ - ----- ---- - - - --- ---- -- - --- — z _ - e 24410 ®� zaalo 2M,u z64,0 I� YI ®®®® ®®®® r z L---J m O TY m FRONT ELEVATION RIGHT ELEVATION a SCALE:i/4'-1'-0" SCALE:114"=1'-0" - i 12 12 - .— _ _ _..-. _.............--- - -_ __---- iu z —5 [5 ❑ � '_ ° CW1351. CW135R O 1- 24410 2.10 L"Wo Z11— 2-0 (� 11 W 'n 41 W F5 ® O uu 2a- 2432 I I I I I I I I r� 11 r� 11 rJ \l rJ \l I I I I I I I L_J L_J L_J L_J -- --- --- -------�-- SHEET Al REAR ELEVATION LEFT ELEVATION J01, 1ELEVATIONHERRING RUN MODEL DRAWN BY: KW SCALE:1/4"=r-0° - 2300 SQ FT SCALE:1/4"=1'-0" DATE: Y i �I 340' N O �L�o/� YQ O� r p r u, ------.. __... a J . ................. _ _.......- r..� } OD O L•1Lo �'... DECK - 4_O' LONG _ LON . Q1 1� -- EJ G PET ILCOGK - ** 4 ._... ..�... . MASTER IVBL `m vB 6n . BBa BATH 3.-0. m ._._ z W- __ m ;a - rILE a - TO GRADE -________ f N f _ - U �, 2ff O _._...._..... _._._.._....._._ .N_m_._.__..__.......___.....-..-_ LMEN ...._.. ... _._.._........_...._-...__._._.__.................... ... ......_.. SH V LV w - M W Iq aa 2io W O p 12'-0"VPLLTEp NG ® 3D 1/B"x r/B' SUNROOM I - ` m 2aa10• ` _ 6o veXbo va• ® uHDrM Is MASTER ASTER BEDROOM GE�II 1NG `t o I' - A� fV�F�yiyAyI.1 nO m ,. za Gr/YVa x13a5l R3/a• ------®LI 6 4__7II m3o vax ao Tr//ea•" - - .. />LImoL- ,, WO070 in p W L MM TiI L z Cn RF HDR I/w.o W DINNG LAU DRY OIOW 2432 HEEN - ^E 15 22 I L� FIRE ' ��-O{I PH �I I DN.L RATED - - - ____11 - - - • m 2a 1 (31 vooR - • I PANELS UNDER I ' 22 - 'p 30 1/BX60 T/B• - I ® t i I vorvN 13'-0"CATHEDRAL CEILING I 15TAIR5 4 GREAT ROOM o E I OAK I 4 Y - - I I ., STEEL BF1H ABOVE . 1 .� ® 1 - - I CAST m 24410 n � zaato 3o va-xbo vH• ° A 3o VHX6o va• 1 --- _ v GARAGE A _ o - 5.G. rn2aalo 37 Va•zbo I f fO� 1'-0\ THEpkAL GEILM I PED iv - J Z 7'x91 O.H.Dcaa wr TRaNsoN1 Txa o.H.vooR rv/ so1.1 � ,•�w`j� CARPET TILE N 94 _ lU O I Q 5 slLcoc 1 ,�, PORGH l Cl 111 aTo• SHEET 1525 SO FT FIRST A FLOOR PLANSCALE: La k4 / HERRING RUN MODEL PRA rno 2300 SQ FT DRAWN BY: KW _ DATE: 8/9/117 N -0.. O Lo 1 Lo _______________________ ________ - - - , J O - _ „ L - �L9;r-- / 1 -6 P.T.POST - r - GALV.METAL POST GHOR O I 1"'SOHO NBE" YV - _________ M 20"'131G FOOT F NG Tl'P. --- "' w Ln i Z I MEMO Q'I I W L1. W V f T _. I r------ ----La=�r-------------'---� Lf/_"J L-- I----- vRCP r.o.W_� Q =• . -10" I T-10'• I :. i`. TO 42-- * * O 1 I I <y I I ■r■ � 1 I Y I •�HPLF 9 2¢ I Ti Q - HPLF i P 2¢ r% 1 �• M1 BULK HEAD LITE .2 - BULK HEAD ILITE BASEMENT • I ' 4"10—MIL pP D12O EXR R TTIZI-GO9P"N LGT AORLEN GBRP.E RWB AAaRLbL a O4 35" -i.„'- m V~'w 1I■ LL O BELOW TO W PND - I I ' - -,QQ - AT THIRD POINTS L W UNFINISHED V: ♦ - 16x,0"GONTINUGUB FO — STORAGE 5-4 1 13-0 O o. 3 LEI' M 3-2z10 61RDER NOT1=: 4 1/2"DIA.STEEL GOWMN I 3/8"PNGHGR BGLTS "� I ,N 36x36x12"GONGRETE PAD = EMBEDDED'!„ I N TW 2432 7- � • � Q ; SPADED 32"O.G. I I I 30 1/0'%40 T/0" I I 12"FROM GGRNERS BEDROOM#3PK a y4 P i L 1 WPSHERS 3"z3"z1/4" - o '.:ter:„'<.:p.'�nw�.n<•ra>r:+>>xdt3:: T.....;S a"`'d":"Y3 I �1 _: f r::,ti. J- __ .i•.r• h _ I I ._ OP T.0.1"L TO 42.. L_ f.I TO ALGN SNDWALlS - ' ED � � r- I DROP WALL 10' i ;p I- I AT DOOR t� L_ ' Bx 3'-10"rING.WALL 'n 2 2¢ 4 li f i�1-1 ~ I 16x10•CONTI U 5 2¢ - IF GARAGE I I L r = 4'CQ�GRETE SLAB ,jam I 'C= BATH xi3 GARAGE I I PITCH TOWARD fi UNFINISHED - - -Q' AT DOGR J -; W MEGHANIGAL z r I � I '..„„— --------- ---------- FI uj Za - FiT ———— ——————————— PKT .; ------- 3: 'A Q Lh O SHEET 775 SO FT BA5EMENT LAYOUT FOUNDATION PLAN SCALE:1/4"=t'-0" - DATE: 8/9/1'f U N. (n N .,i O in 4 r ON 2 O U) z J J � ^� W A � O W in z W li. a U O m O Im RIGID WND WASH BPRWFR RECLIRED T� AT EXTERIGR EDbE OF EXTERIOR WALL CY rl TOP PLATE A N SIMF50N H2.5 { ' 1 FRA R/TOP�� 12111 T/8"LVL RIDG 2x12 RIDG � �y /�/\ s � I W JNCTION5 TYP. ` ------------- (2)16'LVL RIDGE - j w BLGGKING 4'-0"O.C. GT5 0 16"O.G. j - '" V J■ . Tl'P.200E Lo IN FIRST TWO JOIST PND RAFTER R38 F.G.INSUL. + - W 2x10's o 16"O.G. BAYS FROM GABLE WALL W R30 F.b.MF.I1L./ - 2x105•16"O.G. FROM! BL. 5/8"PLYWOOp SHEATHING/ �/ 2x105 0 16"O.G. y I ASPHALT SHMGLES OG' G� 2s�/s '12 y 1x3 SRL4PRN 12 + �J • ' g� �® 1/2"GYP.BOARD OC UNFMISHED /6•CC Qg 4 L STORAGE M O 1,8 FASCIA/1x4 5ECOND MEMBER W m = GONT-U VENnNG SOFFIT /�/� lxe FRIEZE BD.W/BED MOULDING �-1 2x85®16'O.G. (3)9 1/2"LVL HDR 2xlOs o 16"O.G. HUNG FROM RAFTER M D SPAN O - �� W12x35 STL BM LALLY GOL EA END TO GGNGRETE TYP.eXTERIOR WALL - GREAT ROOM 11'-6• - 2xb EXT.STUDS o 16"0.GI b"R21 F.b.MSULI GARAGE . GARAGE 1/2'PLYI'VCOD SHEATHING/ - - - ' TYVEK 1^RPP/ YIG.SHMGLES 3/4'T6G 0 Z SUBFLOOR NPIIFD l G ED TO JOBT _ 2x105 0 16"O.G. R30 F.G.INSUL. (3)2x10 GIRT - - i'.•� 3 1/2'LPLLY G0111MN B" i4 i TYP.FevNonnoN Woa-I_ BA5EMENT P.T.SILL ANCHOR ED 32"O.G. B' - VERTIGlN.REBAR nb o 35" 3 1/2"CONCRETE SLAB . HORIZONTAL REBAR•4 10 MIL VAPOR BARRIER �.._B. 12'BELOW T.O.W.AND AT THIRD POINTS - - 16'%10"taTTM1Q15 F�iING TYP. - •. - •. ... - .,. ` DAMP PRCOF BELOW GRPDE 10'%16"—TI.0 S F—T— 1•_4 22—' + O GRO55 SEGTION SEGTION "B" w SCALE:114"=1'-0" - SCALE:1/4"=1'-0" f W L O v ov LU L a 0 5HEET • 2 JOB: 1'110 DRAM BY: KW DATE: 8/9/1R N 0 In O V w rn zJ ~ ao QwLn I - I PT 10 I I I @ 1•O.c. W LL . I w III OD I _ I I I 0 I E(3)MO.DR In wM�y L—————————— W w NNW E -- - M 2 O O O � W � 0. T IT C I - - CANTILEVER ----- I _--_- GARAGE - IL lu LJ NOTE: o —O RAFTERS @16.0.C. ' UNLESS NOTED OTHERWISE Y O X W '` Dr Q u1 o � � o FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN 3 SCALE:1/4"=1'-0" SCALE:7/4"=1'-0" 3 JOB: 1 10 DRAWN BY: KW DATE: b�N1'f . N u f� (0 In Ln wow 00 EXTEND HDR TO CORNER WDBL TOP PLATE >/ RAFTERQI6"O.C. � I.Iw O Lo FULLHGT.STUDS W JACK STUD - F- NAIL E APPLY SIMPSON MSTA1 a CONNECTOR TO BT M ti H2.5�EA RAFTER Z OF OF HD HDR W12 ROWS OF 164 NAILS ON THE INSIDE FACE OF HEADER W LL a 7O.C. TO EACH JACK STUD V TURAL X` � r, STRUC PANEL HEADER TOP PLATE O NAILED W COMMON CONTINUOUS HEADER T O.C.EWE AND HELD CORNER TO CORNER OVER MULTIPLE OPENINGS MM W O DOOR TRIMMER STUDS T� O RAFTER TO PLATE CONNECTION w 'A� SCALE:N.T.S. 2-5l6 ANCHOR BOLTS II rvl 3'k3-PLATE WASHERS EACH NARROW WALLSECTION _'I Ii - >- O �l DOUB I I STAG ER E ROW IN-BOTH PLATE +w Lo ' INTO BOTH PLATES - V`■■ � y� 2xfi DBL TOP PLATE .+ W 7 L O VERTICAL M = STRUCTURAL PANEL W (L NAILED B4 COMMON _ ONARROW WALL BRACING AT GARAGE DOOR A D°-iN FliD SCALE:N.T.S. SHEAR WALL COMPLIANCE: W=30%OF EACH WALL RUN VERTICAL SHEATHING WITH ` 8d NAILS 3"EDGFJi T'FIELD (4)16d NAILS PER FT BOTTOM PLATE L=16%OF EACH WALL RUN VERTICAL DOUBLE ROW - VERTICAL SHEATHING WITH sTRucTURAL PANELS STAGGER NAILING BREAK ON SECOND FLOOR _ INFO BOTH PATES Bd NAILS 3"EDGE/12"FIELD RIM JOIST zxs oaL TOP PATE (4)16d NAILS PER FT BOTTOM PLATE SECONDFLOOR RIM JOIST VERTICAL VERTICAL STRUCTURAL PANEL STRUCTURAL PANEL NAILEDB4COMMON ' - NAILED atl COMMON ®TO.C.EWE @3-D.C.EWE AND 12'IN FIELD AND 12'IN FIELD ' - O Q DOABLE ROW DOUBLE ROW �( STAGGER NAILING STAGGER WALING A 1l INTO BOX AND SILL INTO BOX AND SILL w n w II II 1� ' 2 • 11 1 II 11 I i O (A)FULL HEIGHT SHEATHING-SINGLE FLOOR OFULL HEIGHT SHEATHING-MULTI FLOOR SCALE:N.T.S. SCALE:N.T.S. O JOB: 1'T10 DRAM BY: KIN DATE: 8/9/1-T 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 PLANS. 4. COMMUNITY PANEL NUMBER: 250001 0539 J THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTON 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 G' \� UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE li GROUND WATER RECHARGE PROTECTION AREA SMH #50 N 7,' �46 IF 6,3 83 t i i • INV OUT=53.33 b \\ LOT 13 I �, % �. �\ _ CONSTRUCTION NOTES: �X. 10 s�\8P g/ 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE , sX.O �- 1 Pc���N © �` cn c� SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED a y 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.r ,` s,�r/� \ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C- 5 FROM 2 pROPOSO 7 0 70 5 C � THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, `�• ; 1 ,2° 5' ` pR\ W ' '= DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. OPEN SPACE ; ' LOT 84 5 6ti 2.0 2° N 5.1� r � ��, c `�, 3. SEWER BUILDING CONNECTIONS: ° -� co GARAGE r, °72 88 © r - MIN. COVER SHALL BE 3 FT c,► ° , i SLAB 10, \ C) ,� '� ; = 72.68 \ PAR n `as 71.3 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES �L\ " SCE x AS REQUIRED BY BARNSTABLE DPW. C)\, VEGETATED 12 (DEEP ! 6 +, 0 5 LOT 85 � � ° p - MINIMUM SEWER SERVICE ZONNEC71ON SLOPE SHALL BE 2.1% RAIN GARDEN (7�F5 x 0.2' 3 2•p -o CURB c� n ' � 9 32 f S F STOP 70.8 C.F. STORAGE) c , �, w x TOP-64.75/ `\ '� '` 65.0 0.21 f\;ACRES #129 �Z 71.5 x c»� \BOTTOM=63.75 \\ Z -� ", ; , ` PROPOSED HOUSE yp © N \ FF-75.0 3, 2 n ��`1 °\ \\ I \ `\ A 9• \\ BASEMENT SLAB N EL-65.5 0, 71.5 x S LOT 12 INV.= {3.0 73. ° `d DECK \ 65.4 INV.= OW 70.90 s 5 Meadows Subdivision tut ado s 0 0 ° Co e PRO\QDE (1) 6 �IA. x 6 DEEP Z \ 12• (MIN.) 36' ` 71.0x , ? V OUT=66.50 �� LEACHING BASIN '1(V/ 1' STONE < <^ 'a, °� \ • SURROUNDING (OR\ALTERNATE i x \�1 .0 \ p �� 69.1 ,A5" E �`\ Q� ` \ Cotult•Barnstable, Massachusetts ` EQUIVALENT VOLUM OF 289 d" 64. 1 ` \ S 14 25 a CF) CO ECT ALL RPOF as I & \ -} �' 69.0 C) Z PREPARED FOR DOWNSPOJJTS TO LEACHING \ ` • "' e U `��`` �•\ BASIN \� `,° N �, ; x t` �cK ``NE _ �. VA x COTUIT EQUITABLE HOUSING, LLC A: \Sc t CLEAN \ 3.75\ .\gE�B / \ 71 v �` , 14 �\4 ... P. O. Box 95 , OUT ...-r''�--'.. .'••,: •. s S VEGETATED \12" DEEP \ °\ 1 \ -! \ r� Centerville, MA 02632 R N GARDEN.(125 \x6415 S QC \ \ \ S C. . STORAG ) \ � V E 0 TITLE INV=5�&32 EOG'.' ' BOTT64.763 7 ,� \ .\.�.• /pUGE Site Plan :. . ..:... \//' LOT 86 w -�- .. : ' ;:`, : : E/�,. �E Lot 85 129 Pheasant Hill Circle .. BOG all .\DC vGE \ 10 SE�gpcy �1NE BAXTER NYE ENGINEERING & SURVEYING i Registered Professional Engineers and Land Surveyors Yt- 78 North Street, 3rd Floor,Hyannis,MA 02601 j MATTHEW Phone-(508)771-7502 Fax -(508)771-7622 EDDY � , CIVIL No. 43183 \ 20 0 20 40 sS/ON L SCALE IN FEET SCALE: 1" = 20' DATE, 06 6/17 REV. DATE: REMARKS L0Tm85 DRAWING NUMBER : 6 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw ,. 2005-214