Loading...
HomeMy WebLinkAbout0341 PHEASANT HILL CIRCLE -�` , '„""7 �_ Town of Barnstable Building s Post.This Ca'rd:So That it is Visible•From the Streets-Approved Plans Must b'e Retained on Job and this Card Must be Kept; SAMSTAB arnsa Posted Until FinalAnspection Has-Been-Made. F ' i �ernllt i6l� _ j ljj Where a Certificate of,Occuparicyis Required;such Building shall Not be Occupied until a Final Inspection has been made , ..w. .. Permit No. B-19-1734 Applicant Name: Alexander Ranney Approvals Date Issued: 06/05/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 12/05/2019 Foundation: Location: 341 PHEASANT HILL CIRCLE,COTUIT Map/Lot: 002-002-049 Zoning District: RF Sheathing: Owner on Record: CARNEY,CINDIE R" Contractor Name:`�ALEXANDER M RANNEY Framing. V4 Address: 341 PHEASANT HILL CIRCLE Contractor License: CS=088595 2 COTUIT;MA 02635 Est. Project Cost: $ 28,333.00 Chimney: Description: Add dormer to front of house for new laundry and closet in master Permit Fee: $ 194.50 �� bedroom InsulationV (� Fee Paid:, $ 194.50 F� ` Final: Project Review Req: Garage side fire seperation on all structural members Date: 6/5/2019 required. Must meet 2015 IECC for new, conditioned space - "` Plumbing/Gas Rough Plumbing: „W -- Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six 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. 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: 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" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site / 6_ Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT O� .ci I - . I IL fat' ' sola.rC 1Y June 13, 2016 .-A Town of Barnstable ATTENTION: BUILDING DEPARTMENT Ln 200 Main Street 1-4 Hyannis, MA 02601 RE: 341 Pheasant Hill Circle,Cotuit Permit Applications Submitted: May 31, 2016 Permit Nos.: TB-16-1490 ' TE-16-1186 Our Job No.: JB-0263058 NOTICE OF CANCELLATION OF PERMIT APPLICATIONS This letter is to certify our proposal to install Solar(PV)at the above-referenced` property has been moved into a•cancellation status. SolarCity Corporation and Cindie R. Brennan will not'be moving forward with the proposed installation at this time. If you have any questions or concerns, please don't hesitate to contact me. Thank you for your attention to this matter. S Sincerely, CheryNruenstern Cheryl Gruenstern , Permit Coordinator ` Direct Line: (508) 640-5397 , egruenstem@solarciiy.com R 112 Great Western Road,r50uth.Dennis,•Mp 0266`0'r,(688)SOL-CITY solarcity com. Fl b5-(0 A M-B93 AZ R6c-k4S7 1'f,Ot,7b54 0(,A SI3 816104 66"E68041&I-IIC OdT1778,/F;CC 712„305.DC"41051400L1080/ECC?g20tf5 DE 2 01112 0 3 8 6/T7 6032.Ft.U3130)0224,HI CI-297?0,IL 15-faj$2.MA H I C i6mi2% L-1136MR MD HIC't289s8/11808 NC K801:NH 0347 /125 zM RJ N�HIC(t13LHOG160GOOi3A[fr�173 1M.NM EE9B 319S4Q,y\/MJ?0121135172/C"<-rXJIBb46B1-0079719.OH EL 47707.OR C�18Q796%C5G?,.FA H(C,Y•'P.02X3>i3..(:J 0047.W/Reg 38313.TX 7EC n1,00o lm 8 2d950 5501.Vh ECE2 0513a238:Vf EM 05829:WA 3l7I:AkC".91401lSGLARC 905P7-,AI[any 439.Pieone J-486..Wassau H240971.Q OD0.1�utnain'PC6041.P,p ckland H-mw-40-00.-00�Su�`folk 5 O57 H Westchester VJ,u 2d088 Ht1 N y rf2001384 DCA SCEW'fC N Y ;�Clcemed•ElucirlclanrNl2¢10 k004485.tu.r Water Stll blh Fl Unit'10.BrobNm.Nv:na01.#201396'd-0CF.Altlaons pro•Adi'vNg SolarGl.tyflr.ance,Cam�j>any,1CC.. GA;Fi,liance lenr�eJ Clcer;e,.605."A79 olafClty Penance Company LLC Is lleensetl by,#he Delaware 5(a+e Bank Commissloner'to'enBsP6 lr b4nLges`sin Deloiare uhderlkan,e nu b4019422:MD'Cansum"er Lonn Cleanse 2241.1NV - In tellmant Loan Gi enss lLthi[.,Y;IL71024..Rli l:I�ena dlender�q[01531031,.L,1X.kegisPergd Cred tor4g00050963'-Y02404,Vl Lender Lcensa k676G C t , Town of Barnstable` �OfNHEr°kti Regulatory Services Thomas F. Geiler,Director BARNSTABLE, ` Building Division i63q. tiF+ �'pTfo �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 yYww.town.barnstable.ma.us . , Office: 508-862-4038 Fax: 508-790-6230 PERMIT# q Co FEE: $, --2.Sm SHED REGISTRATION kn ` 120 square feet or less C, a Location of shed(address) Village ,t Property owner's name Telephone number Size of Shed Map/Parcel# Signa Date Hyannis Main Street Waterfront Historic District?. i Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is'required) ,_Sign off hours for Conservation 800-9:30&'3:30-4:30 PLEASE"NOTE: IF YOU ARE WIT THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FOPM MUST BE ACCOMPANIED. BY A T SOT PLAN 04€6rms-shedreg« i } REV:042506 - } . hook`22249 Page 282 Phone _ (508) 771-7502 Frnc - (508)-771-7622 e ,rob Number: 2005-214 Scale' : 1" = 20' 07-14-2009 7 G� Rom• . sp S`� s ems• In E 0 ,. b LOT, 49 F 0.24f ACRES f� ei �._._.�..._�---• yew -.gym», �. ..,._._-,....-.�.-._.. .._. .a _.��e._..._._. - �..�......� ....e. - w..hoc O,Ltic z r A r 0 o,9oGy _ *:� \09 J �� � I a � F �Al 1 Town of Barnstable Building Department - 200 Main Street RARNST"LE. = Hyannis, MA 02601 9 MASS 1639. . (508) 862-4038 RFD MA'S a Certificate of Occupancy Application Number: 200902907 CO Number: 20080439 Parcel ID: 002002049 CO Issue Date: 10/30/09 Location: 341 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: v IN Building Department Signature Date Signed TOWN OF BARNSTABLE tt �FIHET B011411ing : Application Ref: 200902907* BARNSTABLE, * Issue Date: 07/07/09 Permit 9 MASS. �pA 1639• ��� Applicant: BAYSIDE BUILDING INC rFD 'I MA Proposed Use: DEVELOPABLE LAND Expiration Date: 01/04/10 Location 341 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002049 Permit Fee$ 724,20 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 142,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND AFFORDABLE 3 BEDROOM,2 BATH CAPE WITH AN ATTACHED I AR THIS CARD MUST BE KEPT POSTED UNTIL — � U IL FINAL 1`GA'RAGE 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 ,�(I Application Entered by: RM Building Permit Issued By: THIS PERMIT'CONVEYS.NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR ANY PART THEREOF',,EITHER TEMPORARILY.OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLYPERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE`OBTAINED FROM1HE DEPARTMENT OF PUBLICWORKS. THE ISSUANCE.OFTHIS PERMIT DOES NOT RELEASE THE'APPLICANT FROM:THE CONDITIONS OF ANY.APPLICABLE`SUBDIVISION RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME,INSPECTION. 3 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS C Q 1IPA s� l 2 'B 2 ,r 2 0 4t[�n 3 1 Heating Inspection Approvals lngZeering Dept Fire Dept C 0l 2 J A� Bo Health I i Y1 p'• q P`OFtHE Tp�;� Town of Barnstable j BARNSTABLE. w Regulatory Services ices MASS. a679• 6'. Building Division tF0 MA'S 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 13 F-ko P 3 l Location 1 ((� errmt ber2..�1<D 2_ . t Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: s rR»W F-AGA 4 ;5 )PC- D G-4WA6 >1°6—0 ctyG — 5T-�.-b 4 4c-�� - L'5�e-' /s 0 Please call: 508-862-403ror re inspect* n. Inspected by �- Date ' ,` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map s"�®� � Parcel Application # Health"Division Date Issued Conservation Division � Application Fee G Planning Dept. d V4- ^ ' ' � � , Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH _Preservation / Hyannis rjjU" Project Street Addressl Village Owner L- Address PJ Telephone '7 7 /D'1G Permit Request �d cCAm 0- aw I Cat- 6V Ot.61 Square feet: 1 st floor: existing q e s ro osed �� 2nd floor: existing ro osed .�� Total new g p p � 9—proposed e _ Zoning District F Flood Plain Groundwater Overlay (9P Project Valuation >17-Z M Construction Type,) MI Lot Size .&—IK a 3 T Grandfathered: ❑Yes MvlGo If yes, attach supporting documentation. Dwelling Type: Single Family U'_ Two Family ❑ Multi-Family (# units) Age of Existing Structure 2,W Historic House: ❑Yes U o On Old King's Highway: ❑Yes M4o Basement Type: ❑-rull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 3 cl Number of Baths: Full: existing new c;� Half: existing new D Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new _First Floor Room Count q Heat Type and Fuel: U! Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes HINo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2qo p 9 � 9 Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing 0,new�size_ /�lx� w b- Attached garage: ❑ existing 4new size _Shed: ❑ existing ❑ new size _ Other �::n C 010 „u Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = Commercial ❑Yes 34o If yes, site plan review# =' Current Use f.��°�� _ - ---Proposed Use- /L��4-h am ° ——- 22) APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number '771` Id Yb Address �( C'l 5 License # D4�G � Home Improvement Contractor# Worker's Compensation # llX F d 6 7 3 —40 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � '� SIGNATURE DATE 'r FOR OFFICIAL USE ONLY APPLICATION# 3 *TE ISSUED '4 MAP/PARCEL NO. i ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: 4 � I s. FOUNDATION &.a .0 7 /o FRAME 7 �.� ,Q 'R �� /do INSULATION A N ®�e'o° at FIREPLACE. ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING eA?So— DATE CLOSED OUT x ASSOCIATION PLAN NO. r s r t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street ` Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance AffidaN,it: Builders/Contractors/El lectriclansiPlumbers Applicant Information �/ Please Print LeLyibly Name(Business/Organizatiot�/Individual): r3 AY5/��' ��j�/>G d//J(61 IAd C, Address: d S City/State/Zip: c4rAI��V ILA�f 411- Phone#: 5 e 9` 79 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. X I am a general contractor and I 6. KNew'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. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workuig forme in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other 'An'v applicant Umat checks bo.0,11 must also fill out Ute section below showing their\Yorkers'compensation policy information. t Homeowners who submit Umis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-cmuraclors and their workers'comp.policy information. I arot fill eniplorer tlrat i.v provielin, workers'compensation insurance for mr employees. !3elow is the policy and job site inforvrration. Insurance Companyqq.Name: //C/12)`14 17� C�. Polio " or Self ins. Lic. #: W C-J�Q0"7 (�6 !� Expiration Date: Job Site Address:_, 7 ����� City/State/Zi c/1 r 62_�p�7.., -- P 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 imprisotunent, 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 cert fy under the pains and penalties ofperjury that the information provided above is true and correct. Signature: — '"�� 6 Date Phone#; Fr .only. Do not write in this area, to be completed by city or town official. n: Permit/License# hority(circle one): Health 2. Building Department 3. City/Tnwn Clerk 4. Electrical Inspector 5. Plumbing Inspector son: Phone#: i . Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/09 6/1/04 6/1/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/1/05 7/1/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/l/07 1/1/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/l/06 5/1/10 l/l/05 1/l/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/l/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 l/1/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 l/1/05 1/1/10 L&M Glass Co, Inc 5/l/04 5/1/09 5/l/04 5/1/09 MAP Insulation 10/1/07 10/l/09 10/l/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed,Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 K s oafoui ing egu a fo s a anda�rds Co'ns5truction Super�isoruLEoer�se. jut quo W so Boa,v IN own Pry HIM was over may at am t f 3 h i r L 4 h t] sv4 > .00� € �� "'�BB�a1lasonlr��Lo ly<� NOW +« r r T S Y �l y � ailu a toga"ossess}a�1W1, ed on=of ash"e No soon 1 4444 iu e�orre kocao o� $oPe a � t �- ..1 r-a .-.... ... °p,t+e rows Town of Barnstable hP Regulatory Services s a, rrsrest.E Thom s F.Geller,Director rsAM D µpi►pro Building Division _ Tom Perry, Building Com,,,Moner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L'O�761 CT OQJJ 1 /416L6. /!/�"-�L/1�6.4-C-.as..4wnes..of the.subject pope p.. ............. .:' hereby authorize ... 1 . .to`act on my,behalf,. in all matters relative to work authorized-by this building•pe=t-application for: (Address of Job) ; signature of Ownet Date g/LL�rJ T -25ACZ Y Print Name REScheck Software Version 4.2.1 Compliance Certificate . Project Title: THE PHEASANT MODEL Energy Code: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Conditioned Floor Area: 816 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. • • on •ui ipmenfperformance Compliance:0.2%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 820 30.0 1.0 28 FRONT WALL:Wood Frame,24"o.c. 340 19.0 1.0 16 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 615 19.0 1.0 30 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 52 0.310 , 16 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 403 19.0 1.0 22 Orientation:Right Side Door 2:Solid 21 0.280 6 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 403 19.0 1.0 21 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 820 19.0 1.0 37 Furnace 1:Forced Hot Air 93 AFUE 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 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE PHEASANT MODEL. Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 1 of 4 REScheck Software Version 4.2.1 Inspection- Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ FRONT WINDOWS: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: ❑ Window 2: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: ❑ Window 3: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: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking.. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: Project Title:THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 2 of 4 Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. 0 Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: Lj 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,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturers,instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other.approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Lj Building framing cavities are not used as supply ducts. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. rl Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Circulating hot water pipes are insulated to R-2. Circulating 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: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: Lj 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. NOTES TO FIELD:(Building Department Use Only) Project Title: THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program files\Check\REScheck\PHEASANT MODEL.rck Page 3 of 4 1 Project Title:THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 4 of 4 2006 IECC Energy Efficiency Certificate Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 Forced Hot Air Furnace 93 AFUE Water Heater: Name: Date: Comments: r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(Igo 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 WindExposure Category.:...........................................................:..................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories 5 2 stories Q RoofPitch ......................................................................:...(Fig 2) .................................................12<_ 12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................16 ft 5 33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 24 ft <_80' Q Building Length, L ..............................................................(Fig 3)...............,..................................48 ft <_80' Q Building Aspect Ratio(L/IV) .........................................:.....(Fig 4)...................................................2 <3:1 Q Nominal Height of Tallest Opening ..........................................(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 FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)................................................... 28 in. Q Bolt Spacing from endloint of plate .............................(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5).........:................................. in.z 15" N/A Plate Washer...............................................................(Fig 5)..............................................>_3"x 3"x'/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 s 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)...........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5).......::.................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/3 N/A. Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)........................:......(Tables 7)............................................................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.5 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 Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openings ... ...................................................................6'-8"5 6'8" Q Sheathing Type.............................................(note 4)....................................................... ...WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)...............................3 in. Q Field Nail Spacing.........................................(Table 10)...................... .............................12 in. Q Shear Connection(no.of 16d common nails)(fable 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"5 6,8" SheathingType.............................................(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>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift......................\......................:..(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12)..........................................:........S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 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.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2).............................................................8d Q 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 WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double. top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Cheddist for Compliance(7go CMR 5301.2.1.1)1 -W9iEN THE EDGE FlERM ON FWYIMING LMEM NAiL.S ..�..f-_'----—T_--- _ 11 II 4 J 111 /i 1 Y 1.1 ' i 11 11 1 11 11 11 11 11 I 11 11 11 11 11 I ' M 1-I 1 11 1 4 11 Il'= N I Y 11 m it m I Q !1 If 1id li is JI It 1 2 CD It 11 If 1 11 4L . � IJ 11 . +1 11 11 0 fl Ir 1 � ;1 1.1 II W ii 11 g 1 IL " Ir 1 I f 11 it � 1 1 Q II 11 W 1 11 F, 11 � 1 IJ T 1 � II 11 11 rl �11 11 I4V I} 11)6Ua'''- NAIESPACWG ----- �I 1 Y See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment • AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 IU r r r � r ci m � ' FRADgINt?MEMBEaS i � i r EDGE 90 ERMEIMTE i r e Z r r r r i i r TUN STAGGERED f lq3*MK ?UUL PATTERN PANEL PAWL EDGE � DOUBLE NAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment J N CO t0 • � N _ — _ -_ -- _ _ S_.OKE�DE�TECTO S REVIEWED Lo STABLE BUILDIN DEPT D E r FIRE DEPARTMENT DATE CD SIGNATURES ARE REQUIRED FOR PERMITTING n F., In 1.� _ CARBON MONOXIDE ALARMS w _ MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE ■.a U W O 4' 'I ® ®®a® � ou ©�®® in W �L Z FRONT ELEVATION _ m = SCALE: 1/4' V-O° • - - M a, 3 � La a _ ] O_ _ 0. Z Q - --- -::- W u N w W Lj I _ a o � m REAR ELEVATION Al SCALE: 1/4' . V-0° JOB: 099 DRAWN BY: KW DATE: 6/30/09 N m V O N O In i.i J n � O ® 11J O U LL O O RIGHT ELEVATION LEFT ELEVATION ® OD SCALE: 1/4" a 1'-0" - - SCALE, 1/4" - I'-O" - - h W Q Z Ln °x _ 41� /7. _ TYP ROOF - m a - 'HURRIC4NE 0.1P' FA.INSU_I.. 200b Y 16'O.G. t FA"TENER9 AT ALL - .F.G.INS s Y 16 O.C. RAFTER/TOP PLATE S/S'PLYWMD SHEATHING/ - JUNGTION9 TTP. - ASPHALT SWINGLE9 e s STRAPP; RIGD WO ID WASH BARRIER REGVIRED I/2' YP.BOA AT EXTERIOR EDGE OF EXTERIOR BA'.P HALL n - T P r� 12 N w BLOCKING 4'-0b.G. �12 3 J _ IN FIRST TWO JOISTB NT AYS FROM GABLE WA 2nd5 1 ib'O.C. 20d5 I6'O.C. Q V TYP.EAVES N IxS FASCIA/Ix4 SECOND MEMBER 4-I heB yr.BOARD -_OR cows U0U5 VENTING DRIP EDGE h Q V 1/2'GYP.BOARD 9•T IxS FRIEZE BD. BED MOULDING Z W W/ J KITCHEN FOYER TYP EXTERIOR WAI' • 216 ExT.sYvDs v 2e O.C✓ Q,L- Z 6 RI9 F.G.INSUL./ w - UY PLYWOOD SWFATWNG/ FINISH FLDOR�7 9'-O° 4'-0' TYVEK WRAP/W.C.SWINGLES = L- B/4'OM9UBFLOOR LL 0 Z Q 'RI9 FIBERGLASS INSUL Lu V Q 2-2x10 GIRDER gelds i 16'O.C. 2xlds i Ib'O.C. U w . PT geld"V I6'O.C. U TYP-FOUNDATION WALL L W w 4x4 P.T.POST - 3-2x10 GIRT— 4-2 P.T.BILL A1104RED 211'O.C. 1— � - 12''BV.METAL PORT ANOWOR BASEMENT —BR s'xY-R'CONCRETE - - _ iF 12''SONO TUBE PIER TYP. t DAMP PROOF BELOW GRADE' Q - P V2'LALLY COLUMNS _ 9'T 10z16'CONTINUOUS FOOTING O S W CONCRETE SLAB NOTE, In MIL vAPOR BARRIER 5/8"ANCHOR BOLTS 12'-0' 12'-0 EMBEDDED 7" SPACED 25"O.C. 12' FROM CORNERS ` WASHERS 3°x3"xl/4". _ j/644EET 24'-Oa SECTION "A" �oB: 0921 SCALE: I/4° DRAWN BY1 KW m I'-O° DATE: 6/BO/Oei f, 46'-0^ N in 12'-0 Icy d Lo J — ao w o -- — - z DECK- _ — Jcwi m w o — � m a o - .�. — VI ; �; Q! 00 tLn 0 2"Dvam b anal o '..I m W y25,e0. N KiTGHEN R�F 9 •IAeove. z. = Q Z r _ CARPET VINTL I - O I PULL DOWN! - 3 _ (� Q. . 2' �' STAIRS a 12'-0' I m 2fl GARAGE 244DHze4a o o - (S)9 1/4'LVL ABOVE FLU'.aN Q Ifl CV 4'C40N TE SLAB 3Y.�T. OI PITCH TOWARD DOORS cQi - 2G _n [ i ' t o LIVING 2fl `? CARPET 1, 244DH2e90 o CARPET in of t1 W 32kso' 10 16'-O' - 14'-40 749'O.H.DOOR ° Q 2 Z W 3 SEE DETAIL SHEET Ab W 53 z mi in NARROW WALL BRACING z J a WV N d NOTE. v_ CONTRACTOR TO REFER TO WFCM 110 X B AND - -S g ~# ILI CHECKLIST FOR ADDITIONAL n s m x I F M HIGH WIND TECHNIQUES a d A RELATED TO THIS PLAN - � m 0 6'-0' 2'-6' 9'-0° SHEAR WALL COMPLIANCE. 3'1'-0° - 14-0' W. 71%OF EACH WALL RUN 48'-O"- - VERTICAL SHEATHING WITH - _ 8d NAILS 3' EDGE/12" FIELD _ - SWEET (4)16d NAILS PER FT BOTTOM PLATE - FIRST FLOOR PLAN �� L- 242 OF EACH WALL RUN SCALE: 1/4' . 1'-0' - VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12' FIELD - (4)1 bd NAILS PER FT BOTTOM PLATE JOB. 0921 t DRAWN BY: KW DATE- 6/30/09 N N O Lo L . V n ab 34'-0' ® W 0 W X ... L LL 1.6d Q O D 17 + — -- VINYL 0 O H. — M A-'— — - o (2)244DN2S49 = BEDROOM ; BEDROOM CARPET ; ` CARPET a KNEE WALL/ ..._ _TWEE WALL LY _ _— — --'— — Q ILI wV N 34'-0' Y }— lu .. - �- (L O m . - SWEET } SECOND FLOOR PLAN �� SCALE: 114' I'-O' _ JOB: 0921 _ DRAWN BY, KW DATE, 6l30l09 M 34'-0° 12'-0" q'-B• 5'-I° 5'-4° WJ CO G V ---------------------------- > 00 00 L2_2xlo GIRDER W 0 I 4x4 P.T.POST I L GALV.METAL POST ANCHOR F - -- cl 10•"' O NBE'PIER TTP. j ,::__: .. ;,-... Z w ry I I 1a�./I V [L I Is1 I 1BULKWEA6'SILCO I 10 Ir Lio IDI 14 01j80p .I O I ;I Ex�T I I � i ---'---- - -- - _- L _ _ I ;_ 4 ���yy N CONCRETE W -,°, BASEMENT -�'. - I ;; 16'00 CORTINILMS WALL FOOTING TTP I I • CONCRETE Z RwER c • ' ;I I I I I I I m 0 I 5'-II° S.-Ill S:_Sv S:_gv g'_g• T'_3" I I I GARAGE I I. - M 0. SPLIT I I I: 4•CONCRETE SLAB I - I G RT I I PITCH TOWARD DOOR I I o I I -1 Pao N•T :�� j I I r I i4 o �- �,��� -lPV IF'�T J L_J js-V�2'O D1A�STEEL coLunN 305rd0•xl2•CONCRETE PAD o r-m -i `- • I I DROP WALL lo' I C I N J I Q 0 ex ra•CONC.WALL IL-- -- —a PooTIN 1 I n I-4 to Z w N - ------------ -- ------- ------------- Q ao Q w u�Q a CE . 34'-0° - 14'-O° - (L - 48'-0° O gym . FOUNDATION PLAN SCALE: 1/4" a 1'-O° \_ NOTE: SHEET 5/5'ANCHOR BOLTS ' EMBEDDED 7° _ A 5 - SPACED 29°O.C. 12" FROM CORNERS WASHERS 3"x3"xi/4° _ JOB: 0421 DRAWN BT: KW DATE. 6/3O/Oq - H a 0 Ca L mr L ul _J Ln n W O ®i In a.! U . - - JOINT DESCRIPTION �cr R_ eox RULe wIL AEG W Q 'ROOF FRAMING Q O EXEND HDR TO CORNER rtnPid ho¢WIt>9) �� -� eid om �_ 2.6 DBL TOP,PLATE RPt eoumr io RnITEA!mG wlLma D-Ke B-Ne Eiu dB >t ■ WALL FRAMING W (3)FULL HGT.STUDS rw P�rEB sT IRtERBECTWB(Pav:wlu9) e-Im -Im AT.GmTn JACK STUD B1Ue D(/.12 WILID) II-Im 3-IW '.° NELDB[TD NBLeER lP.1o=WILED) IW Im ]Y O.L 41A1i6 mGE3 M W NAIL TOP PLATE `'� - FLOOR FRAMING ~~ O s , TO BTM OF HDR ,GIRT Ta elu,TOP PLiTE Da OIReOt(iae wIL®) 1-roe Pfia JBIBT W ICJ W/2 ROWS OF 16d NAILS BLmuRO iG JGLL a wl ) ;im do 0 3°O.C. BLcrJCINO To BI TOP PLaTE(rae wIL®) -m -m ud BLo LEDGEit STRIP Te BEAM DR GROER(IACE WILED) -W 1-Im E.•�I.GIRT /jam W STRUCTURAL PANEL HEADER CONTINUOUS HEADER NAI .filar aN LenOv�40Eu1(TOE w4Lm) a B-Im PER LED ed COMMON der%B�iu r�oPWPu�rE) O ROOF S 0 3.O.C.EDGE AND FIELD 0 MULTIPLE OPENINGS (rot wlLm) 9-re a-14 Pd IWP HEATHING /ym y3/:� YtlOG BTRWTM�L PANOb M •.yam - DOOR TRIMMER STUDS wPreRB oR rRuaBFB BPeCm w r0 IY oc m m�e EDCE/i'Fl6e RgFTID18 OR Tqi mes BPK®OVGI li'O.0 m C mOdY Plm.e - •. G°ELC FNReL1L RiIR OR RiKE TRYe.u✓e fiA61d OIWWK EDGLi•PIG.D ' Ri12 DR u✓B'IRIIEMYL m Im i'mGe/Y FlOD • OIBLE QSYLLL OR RAI¢TRUBB uU lGGtetn BID:Ka m e°fDGE/1'PB1D 2-5/5°ANCHOR BOLTS I CEILING SHEATHING w/3..3'PLATE WASHERS AypPuPl WL48C4RD - T 6GE/ro'FlCLD WALL SHEATHING r+roc enaxruRu PeNOD an+os Q.®w ro ar of m we v mcvc Floe 'EDiP Y Fl6D - L �'c'ro'X'•P�mEAB�ei11D PYIOP �eDDLoes - 'r miEnw Ploy !n IIJ FLOOR SHEATHING - I�LEe�B"'wL m Im vzEn•noo _ Q GREATER TwN 1• IDd Bd Y®ePle'FlRD '„�W U N� � �= 1 N OW WALL BRACING AT-GARAGE DOOR Q_ BCAI..E'N.T.S. _ ILO Z Lu V N Q F- IL O � In _ SHEET A(o JOB: =1 '- - DATE: G/30/O9 TempParcelEdit Page 1 of 1 N, a m Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 051 Street Number: 311 Unit Dev Lot LOT 51 Road Name: PHEASANT HILL CIRCLE T/R lei Sec. Road: T/R: Villlage: 07 CotUlt Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: pda o Delete Add,An them httn•//is.nl?./Tntranet/Prondata/ ? _TemnParcelFdit.asnx.TD Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 49 Pheasa ' cle Subdivision of Barnstable Assessors M p: 002 Parce►a702 0 Baxter Nye Engineering & Surveyin.g Flood Zone C ® FIRM Community Pan r- 51 0021• D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit Meadows Homeowners 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 , Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone (508) 771-7502 Fax — (508)-771-7622 Job Number: 2005-214 Scale 1" _ -20' 07-14-2009 coo n - c� c� as co co as o,� y Sp PEE - s�?RS Sq PEN 6" E 66121 LOT 49 �' F N 10,237f S.F. . 0.24f ACRES �� ���tic 0 .0 ,c` ' �?,�•O2 �� F s. O, SS \/ O,ytK O� w A •O- 2�4 /� IfA Ln ?`SG 0 rn 0 0 N 01 a vi 6'g. F- O J d. a Ln - O O ` Z C9 w 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 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT W (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A , SPECIAL FLOOD HAZARD AREA. U-1 THIS PLAN IS NOT TO B ECORDED OR IS IT TO BE USED TO ESTABLISH PROPERTY LINES.' 00 6tStEa� o REGISTERED PROFESSIONAL LAND SUR YOR N BAXTER NYE ENGINEERING & SURVEYING DATE 4 -001 O GENERAL NOTES: 1. LOCUS PROPERTY IS SFIOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR - 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. t 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.EC. (AREA OF CRITICAL ENVIRONMENTAL IMco ). o SITE IS NOT WITHIN AN AREA OF ESTIMATED WIBITAT OF RARE z WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE` FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2008 'CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY WIBITAT PER NHESP MAP OCTOBER ` 1, 2008 'PRIORITY WIBITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE A GROUND WATER RECHARGE PROTECTION AREA / 010 / SP p,GE x�, %plo CONSTRICTION NOTES. w / / BEN 6�Z,6• / LOT 49 \ �`" F 9�F 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUTT MEADOWS, DATED SMH #12 " VEGETATED 12" 5 13 1 0.237f S.F. �. 6/25/07, SWW. HEREBY APPLY TO THIS SITE PLAN. R-50.2481 / DEEP RAIN GARDEN 0.24f ACRES `� 1:39.724 SMH10 , (250 1. sTORAGE) \ 2. ALL GRADING, DRANNAGF, AND UTILITY NOTES ON SHEET C-5 FROM 1_39.89 SMH11 , �pd ToPm 3.0/BOTTOM-52.0 r,!_ \� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SWVl BE 3 FT. MH 11 (WWTF - SET CLEANOUT'S AND MAINTAIN CLEARANCE FROM OTHER 'SPUTTER MANHq� , \ S / ;'' k° ?s '° s / U17LMES AS REQUIRED BY BARNSTABLE DPW. ON 1MMrTS AS BUILT/ p / �' �. ^� / - MINIMUM SEINER SERVICE CONNECTION SLOPE SHALL. BE 2.1% 1:39.48 SMH12 / ' �'n/ ' /' \ �• I=39.13 OUT s/11 CA s s�, p •per 1 A -0,� 54.2 " o \\ o, ► ^"j `` / + PROVIDE (1) 6' aA. x s' DEEP LEACHING BASIN W/ I- STONE CLEAN ti� Cep sr / �h�. SURROUNDING (OR ALTERNATE /�� �,/ ■� OUT lQ gyp. 1� tiry / k y� EQUIVALENT VOLUME) Cotuit Meadows Subdhdsion p, CONNECT ALL ROOF , / DOWNSPOUTSD TO LEACHING Cotult-Barnstable, Massachusetts ASIN C�• ss PREPARED FOR fr it l i `` ��1 � •O/��, �'` \`��� COTUIT EQUITABLE HOUSING, LLC P. O. Box 95 f R-5. '° P,�t Centerville, MA 0202 1:40.65 SMH1 `. ! 140.60 SMH11 `� \ �j_ \ N RB\ s� STOP ;_� Site Plan Lot 49 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEYING \ \ Registered Professional s Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 ��ZN OF 446 Phone-(508)771-7502 Fax-(508)771-7622 0�` MA w cy� R n 20 0 20 60 •4 8 SCALE IN FEET s Orval SCALE: 1" = 20' DATE. 07-01-09 REV. DATE: REMARKS Lot 49 owiwMc Nuaeoe 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214