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HomeMy WebLinkAbout0082 PHEASANT HILL CIRCLE �a ����sr�� ��%/ ��� ,LoT- a' �a - a-a a - 0� � ., TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �C'�2 Parcel 0`6Z.- Application # 0 Health Division Date Issued Conservation Division- , Application Fee A 00. Planning Dept. Permit Fee a(A 60 Date Definitive Plan Approved by Planning Board Historic- OKH _ Preservation / Hyannis �2 Project Street Address Z o-Sw�-C �Ai �) G f8C Village Owner ^ l 1 LL(- Address >t; �{CiN,I Telephone - - vqo Permit Request o a�� rc9a►✓I 1 Square feet: 1 st floor: existing proposed FS (p 2nd floor: existing proposed S'�Z Total new I 3q8 Zoning District P F-I Flood Plain C Groundwater Overlay CT P Project Valuation ,L Construction Type k 4- Lot Size �61'0600 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: 0 Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1 Q Number of Baths: Full: existing new 2 , Half: existing new Number of Bedrooms: existing _S new C3 Total Room Count (not including baths): existing new CD First Floor Room Count " Heat Type and Fuel: kGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes XNo Fireplaces: Existing New Existing wood/coal stove: ='C Yes E o Detached garage: ❑ existing ❑ new size—Pool: 0 existing ❑ new size _ Barn: ❑ existing ❑ ew sze_ Attached garage: ❑ existing f\new size _51ed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes W,No If yes, site plan review # Current Use �0. `- Proposed Use vu��� �5�C�Qtrt Ce APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �G ��t Telephone Number YX - G I 1 - lo b Address _ C License # ry1( Home Improvement Contractor# Worker's Compensation # L.1C F 8� d -10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a �" ///IZ-- l 3 Y 9' FOR OFFICIAL USE ONLY 1 ' APPLICATION# c i k� oMATE ISSUED $` <MAP/PARCEL NO., y ADDRESS VILLAGE r OWNER A 1 r DATE OF INSPECTION: ss -�FOUNDA_TION' ' FRAME Ofc/f—�fRM. R �8 c a. rZvA-o� Yi INSULATION SA, RILu ® FIREPLACE ELECTRICAL: ROUGH FINAL 4 ' PLUMBING: ROUGH FINAL GAS: ., - ROUGH ra xy- FINAL f 1PNAL BUILDING 23flNdG jo,e r/zo- 114 - ..i DATE.CLOSED OUT ASSOCIATION,PLAN NO.- Department of Industrial Accidents M Office of Investigations 9 600 Washington Street ' Boston,MA 02111 •.f SY9 w(Y Iv.mass g ov/dla Workers Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): e Address: City/State/Zip:C �1rR U-F A4 04'53_�Z, Phone#: 9 W '� 'clC) Are you an employer?Check the appropriate bax Type of project(required): 1.❑ I am a employer with 4. YI am a general contractor and I 6. [ New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. t 8• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me 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.❑ I air a homeowner doing all work' right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insur ce required.] t employees. [No workers' 13.❑ Other comp. insurance require..] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: Homeowners who.submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the.policy and job site information. Insurance Company Name: � eO 3 C 73_O(e 31� 1�, Policy#or Self-ins. Lic # __ Expiration Date: �1 C1)1 cf r'T' Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration plate). Failure to secuxe 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 tine of up to$250.00 a day.against the violator. 13e advised that a copy of this statement may be forwarded to the Office of Investigations.ofthe DIA for insurance coverage verification. I do hereby certify the painWd7 realties of perjury that the information provided above ' true nd correct S,igiiature. Date: Phone#: .' Official it e only. Do not write in this area,to be completed by cii3)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#: ���"�\ . ,�a c�� ��� Subcontractor's Insurance 2012 GL"Pohcy .` GL Policy:` , , WC,Policy,; WG Pol , $ .Contractor _ ,`. Effective Date Expiration Effective Date Expiration ub , t All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 06/01/12 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 08/20/12 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/16/12 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/13 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 12/17/12 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 02/06/13 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/12 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 06/14/13 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/14/12 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/12 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/12 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/13 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 12/12/12 Wood Floor Specialists 508-888-3958 1 02/03/08 02/03/13 1 02/03/08 02/03/13 1 and �. Ids Construction Supen i.ur F t tae rs CS-005645 BRUN T DACEY PDXOX 95 4 a z CENTERVIILE Q r qx— 0 1:19/201-4 _-uhrestri led=Build�,n s of:any use's oup Mt cont4da,&7 s,than,35.,,000�cube;c Meet=(991€1 enaTd§edi space,. Fatlu�e�tq posses's'a current edition ofithe'Massach�usetts State8'®rtking.Code is cause fo:�reuocati prof th s licensei: For Ps,Ucensrmg;infdfmfn ionvisit: www,fts GovIDPS ,a 4 Client#: 15273 2BAYSIDEBU ACOR M CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 0 312 6/2 0 1 2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil ac°NN E:t:508 775-1620 FAX ac No): 50877 1218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B: Bayside Building, Inc.and INSURER c: Bayside Design&Remodeling,Inc. INSURER D PO Box 95 Centerville, MA 02632 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDD/YY MMIDDIYYW A GENERAL LIABILITY CPA007340920 1/01/2012 01/01/2013 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO��ONT ante $250 OOO CLAIMS-MADE �OCCUR MED EXP(Any one person) s5,000 & PERSONAL&ADV INJURY $1,000,000 X OCP GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED I BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident A X UMBRELLA LIAB X OCCUR CUA007345620 1/01/2012 01/01/2013 EACH OCCURRENCE $5 OOO 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 000 DED I X RETENTION$O >, $ A WORKERS COMPENSATION WCA007340621 1/01 12 01/011201 X C STATU IM OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? 7 N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Job:252 Clamshell Cove Road,Cotuit Certificate holder is named additional insured for general liability with written contract. Insurance coverage is limited to the terms,conditions, exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of, Barnstable , THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis Mar 02 601 AUTHORIZED REPRESENTATIVE C. ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #S93895/M93894 LS1 tiQfIHEZI Town of Barnstable. Regulatory Services 'rB mss Thom.7as�F. Geller,Director �AIfDMA�a1� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 50.8-790-6230 Property Owner Must Complete and Sign This Section if Using ABui der I, 0/J iT UV iT H-005 IM6 41 C , as QwLer of the subject property hereby authorize 6 4,-& f bk CL 11'/6; IAl-L to act on my behalf, In all matters relative to.work authorized by this building permit application for (Address of Jo ) - or �' / 1 Signature ol Owner Date Print Name QI MS:OwNERPERMISSION TempParcelEdit Page 1 of 1 q � P 1 p n Logged In As: Wednesday,January 16 2008 Frank Schlegel New Pa rce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 008 Street Number: 82 Unit. Dev Lot: LOT 8 ( Road Name: IPHEASANT HILL CIRCLE i � i T/R Sec. Road: � �� T/R. 17 Villlage: 07 - Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: f Upd be)"!Add Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 r l REScheck Software Version 4.4.1 Compliance Certificate CNJ( Project Title: THE PHEASANT MODEL Energy Coder 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. BARNSTABLE,MA Compliance: trade-off Compliance:6.0%Better Than Code Maximum UA:248 Your UA:233 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. - Gross Cavity Cont. Glazing ILIA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 682 38.0. 0.0 20 Ceiling 2:Cathedral Ceiling(no attic) 272 30.0 0.0 9 Total Walls:Wood Frame,24"D.C. ! 1867 21.0 0.0 88_. Window 1:Wood Frame:Double Pane with Low-E 208 0.310 64 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 826 30.0 0.0 27_ Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in. REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.O cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:6.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor.0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments; Floor insulation is installed in permanent contact with the underside of the subfloor decking.. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. (3 Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation'compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: (j Building envelope airtightness and insulation install tion complies by either 1)a post rough-in blower door test result of less than ACH at 33.5 psf OR 2)the following items have bee satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. . (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4 f f (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 66.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 99.1 cfm(12 cfm per 100 ft2 of .conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 49.6 cfm(6 cfm per.100,ft2 of conditioned floor area). when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 33.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F r chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools; Heated swimming.pools have an on/off heater switc . Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. LightingRequirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: - Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: l] A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building.Department Use Only) I I Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4 r 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.28 0.31 Cooling:Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments: k� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' THE PHEASANT MODEL COTUIT MEADOWS Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)................................................................................................:...................110 mph El WindExposure Category.................................................................................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories <-2 stories RoofPitch ...........................................................................(Fig 2)...................... ..........................12 5 12:12 Ef Mean Roof Height......................................................................(Fig 2)....................................................16 ft s 33' 0 BuildingWidth,W................................................................(Fig 3)................................................... 24 ft 5 80' 0 BuildingLength, L......................................:.........................(Fig 3).................. .............................48 ft 5 80' 0 Building Aspect Ratio(LIW)................................................(Fig 4)....................................................2 s 3:1 Ef Nominal Height of Tallest Opening2...........:............................:..(Fig 4)................ ..................................6'-8" 5 6'8" [� 1.3 FRAMING CONNECTIONS General compliance with framing connections...............:....(Table 2).............................::................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................... ... Concrete Masonry ...... :.."� .. ....... ......... ......... ......... 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. Bolt Spacing from end/joint of plate .....::......................(Fig 5).........................................12 in. <-6"-12" Bolt Embedment-concrete................::.. .....:::.........(Fig 5).... ........................................7 in. z 7" [� Bolt Embedment-masonry............................... ......(Fig 5).................. .......... in. z 15" N/A Plate Washer................... .......................................(Fig 5)................................................z 3"x 3"x'/4" [� 3.1 FLOORS Floor framing member spans checked ............................::::(per 780 CMR Chapter 55).:............................... :.. [� Maximum Floor Opening Dimension....................................(Fig 6)......................................................9 ft s 12' [� 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 s d N/A Maximum Cantilevered Floor Joists . Supporting Loadbearing Walls or Shearwall.................(Fig 8)...:................................................._ft 5 d N/A FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type ............. .....:................................:....(per 780 CMR Chapter 55)......I.............................. [� Floor Sheathing Thickness.............................:...................(per 780 CMR Chapter 55)..........................314 in. [� Floor Sheathing:Fastening.................................. ..............:.(Table 2)............8 d nails at 6 in edge/12 in field [� 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)...............................8 ft s 10, Non-Loadbearing walls.........:.......................................(Fig 10 and Table 5).............................18 ft.5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................24 in. <24"o.c. Wall Story Offsets .........................................................(Figs 7&8)............................................—ft 5 d N/A j 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 Loadbearing walls..........................................................(Table 5).........................................2x6-8 ft 0 in. Non-Loadbearing walls.................................................(Table 5).......................................2x6-18 ft 0 in. Gable End Wall Bracing' Full Height Endwall Studs....:........................................(Fig 10).................................................................. 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 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 Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)........................................8 ft 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 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................:...................................::..(Table 9)........................:..................6 ft 0 in. 5 11' SillPlate Spans .............................................:...........(Table 9)................... .....3 ft 0 in. 5 11, 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) Header Spans..................:...........................................(Table 9)...........................................9 ft 0 in. 5 12'. Sill Plate Spans......:.....................................................(Table 9)..................................—ft_in. 512" N/A Full Height Studs(no. of studs)............... ....................(Table 9)...............................................:..,............3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6%8"5 6'8" Sheathing Type..........................:...................(note 4)..........................................................WSP Edge Nail Spacing..........................................(Table 10 or note 4 if less).............................3 in. Field Nail Spacing.......................:..................(Table 10)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Percent Full-Height Sheathing ...: Table 10 ..........................71% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...........::........ [� Maximum Building Dimension, L Nominal Height of Tallest Opening2.............................:........................................6'-8"<_6'8" Sheathing Type..............................................(note 4)..........................................................WSP Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Field Nail Spacing..........................................(Table 11)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 11)............................................................4 Percent Full-Height Sheathing.......................(Table 11).......................................................24% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?............................................................................................................................... [� CN 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) Roof Overhang ...................................................(Figure 19)...............2/3 ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...................:.............................(Table 12)...............:...............................U=236 plf Lateral..............................................(Table 12)...............................................L=176 plf Shear...........:.................................. (Table 12)..................................................S=77 plf 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= -Ib., N/A Roof Sheathing Type....:......................::::....:................(per 780 CMR Chapters 58 and 59) ....:....... Roof Sheathing Thickness ................... .......518 in. z 7/16"WSP Roof Sheathing Fastening........ ......... .........(Table 2)............. .......... .............................8d THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST 1N.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. 11. 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 doubt top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double to 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 j �I 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 53O1.1.1.1)' MEN THIS EDGE RESTS ON. F4lAMING USE 8d NA0.S ATfibc. . V 1•I 11 11 11 - 11 ' 11 11 11 1 11 Il I,CC 11 11 .. 1 Y 11 Ir ^ 1 m I Q 11 Ir (y 1 1 1 v !1 1 4 1 Z m n n 14 a 1 11 IL I I a U W 1 ii ii 3 i u r IF 11 I•�_.._-- 11 11 i NAILSPA�WG � 1 PANT Y� See Detail on Next Page.: 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 CNm 5301.2.1.1)L a Qza 1 I U OD 1 a End 1 1 WING MEMWAS R�ITERMED .. EDGE IATI= I 1 e t1 I Y _ 8"min r STAGGEFIED 9"M1d NAIL PAI rERH PANEL PANEL EDGE I. DOUBLE NAIL EDGE SPAC84G DETAL 'Detail Vertical and Horizontal Nailing for Panel Attachment SMOKE DETECTORS EVIEWED BARNSTABLE BUILDING DEPL DATE Z ~ MI FIRE DE TMENT DATE ►„ BOTH SIGNATURE ARE REQUIRED FOR PERMITTING amloo ®®®® �0 Z FRONT ELEVATION /�� 0 s SCALE: 1/4' 1'-D' m Ql x , N 0 Z m Q O_ # ul F � W J SWEET bi.) •!) It FYI i:- .:fi9 REAR ELEVATION itir~rl�l SCALE: I/4° - I'-p' DRAWN BY. KW DATE. T/3p/12 U rod Z a w wij LEFT ELEVATION RIGHT ELEVATION 'SCALE. 1/4 • I'-O' _ to _ _ SCALE: I/4' I' 0' W Z MW 0 \ a4 I OYIOL K'O.G. + F.G.I L •IWRRICANE CLIP' ' ' 1 R30 F.G.INSUL✓ FABTENER9 AT ALL 1.PLYWOOD BHEARIING/ 2 s 0 K O.C. - RAFTER/TOP PLATE ASF MALT SNINGLEI 'S BTRAPP NG I .NIIC'f10NS TTP. HALL I TIGE TOR EDGE Exr�ERIOR WA� TOP PurE 12 12 BLOCKING 4'-O'O.C. TYP.EAVES 2 105 Y K'O.C. 'L00'S•w O.C. T9N FFR�GAB 14ALTL 1 m ABcu S F /44 ,4 DR FRtDlER 1O FRIEZE 1 VENTING DRIP EDGE MR_� V21 GRAPPING � a I IETE PgULDING V'Y .BOARD RB FR BD.W/BED q..T I i GYP. m 3 'L ^ 0 z K Off.STUDS•24'0.O.C/ FOYER I KITCHEN' 6'R19 F.G.INSUL/ ' PLYWOOD SHEATH co- W.0 Q O. W.C.SNINGLEBTYYIX WRARA P/ 4'-0' 9'-0' II FINISH PLOOR # W H/4'OSB SUHFLCg2 � Q- I I 6'R19 FIBERGLA99 I 200'S G K'O.C. 2w10`s K'O.C. O 1 4-2 Pi'LIIO'9 1 16'O.C. 2-2110 GIRDER J W P.T.BILL ANCHORED RED 25 '0.C. 10 GIRT 44 P.T.POST -+M J CONCRETEPOS pR� SASEM ENT 1�2'LV'O'TUSEE.PIER"RTYP.. O- W CIA�P PROOF BM�GRADE WIAW CONTINUOUS FOOTING 9T UY•LALLY COLUM 19U I NOTE: 9 I/Y CONCRETE BLAB 5/B'ANCHOR BOLTS V.MIL VAPOR BARRIER EMBEDDED 7' 12'-O' 12'-D' SPACED 2B'O.C. 12'FROM CORNERS WASHERS 3'K3'K1/4' 6° y_y 16 JJ944EETT2 SECTION "A" SCALE, 1/4' • I'-0" DRADRA 1 KW BTU KW DATE 7/30/12 b 43'-0• . - 2'-0' ISM ffliil 'I�ow�M R MM r� e— FQY nvi _ a + W - 12'-G' 13'-6' _ •IGb.C. w z _ - ABOVE RiF, VINTL GRPET - 30 VD560 7/D• O FULL DowN I 14 p1 4 Ls T J _ 2A 7w 2446 GARAGE 28 - - 12'-01 o - m ve',sG T2• 4•CCHCRETE ftn 1A - (9)9 VI!,Lw - � PITW TOWARfD\DOORS I - _ CARPET LIVING 2E TW 24410 CM . 90 VD'xG0 7/w 2-4 TW O.11.'OOOR 14'-4'_ '-S 16'-0° i 3 N b 2 3 co _ Q 4 Z SEE DETAIL SHEET AA # •+• Ne. BRACING H Q - RROW e o e o ► IL J a. 2'-G' 4'_O' G'-0' 7'-0' T-O' G'-O' 4'-0' SHEET FIRST FLOOR PLAN �� SCALE: 1/4' a V-O" DRAWN BT:-KW ', DATE: 7/30/12 I rt Z o 7 Z 6'-0. a e ale VINYL 2 LIN �iiiNi!NiiNH1T1 IH 2 _ 24 2A IL (2)TW 2446 BEDROOM I / BEDROOM 6 I , CARPET CARPET KNEE WALL KNEE'WALL - - 0 0 u W Z Q J Q 14'-0• 34'-0" J � - H U SWEET SECOND FLOOR PLAN J� /[ SCALE, 1/4' - V-O' f A JOB: 1209 .DRAWN SYr KW I DATE. 7/30/12 it f 14 O' BA-O' U O 2'_4" B'-4' S'-1' 9'-3' 12'-0• - - i ------------- -h10 GIRDER I Q GA P.T.POBT — , 10- I'IETAL ANCHOR la'BONG TUBEW'P PIER I x�16BULKNEADI 1 1 I � � I � � g - ,- i � w P I I IL !Bw A $ASErONCRErIE W-B' OGA GEARAGERAGE I 0'PTaRspuTIT_-- - L- DU..STEEL'PA'D1 I V2- 1 CONCRET2PADDRPIL_ _ '%la CONiRLIOUB FOOTING TTP.- OD LLI Z Q NOT 2'-3• 6/8,ANCHOR BOLTS 0 EMBEDDED 7' . SPACED 28'O.C. V 12'FROM CORNERS - WASWERS 3°x3'KI/4' SWEET JOB: 12D DRAWN BTz KW DATE T/d0/12 - EXTEND HDR h6 DBL TOP PLATE TO CORNE a• 1 N ak - RAFTER O 16'O.C. V O PULL HGT.STUDS �' • 1� JACK STUD NAIL TOP PLATE `'` . ~ ~' TO BTM OF 'OR ...- APPLY SIMPSON MSTAS CONNECTOR 42.5®EA. RAFTE w W/2 ROWS OF 16d NAILS 'jfi ON THE INSIDE FACE OF HEADER O S'O.C. �jIC TO EACH JACK STUD s W1 �1 STRUCTURAL PANEL ; J: HEADE I+ TOP PLATE NAILED Bd COMMON CONTINUOUS HEADER .AIL 9'O.G.EDGE AND FIELD M CORNER TO CORNER Z L.: OVER MULTIPLE OPENINGS DOOR TRIMMER STUDS - O ®RAFTER TO PLATE CONNECTION V k \ SCALE.N.T.S. W-S/B'ANCHOR BOLTS I PLATE WASHERS II 3 EACH NARROW WALL SECTION STAGGER NAILI INTO BOTH PLATES � Tx6 DBL TOP PLATE - Q , VERTICAL Z NAILED Bd COMMON O O S'O.C.EDGE NA OW W LL 8 ACIN A A E DOO AND I2'IN FIELD SCALE:N.T.6. HUM 011I 1 VERTICAL DOUBLE ROW - 5TRUCTUFLIL STAGGER NAILIN BREAK ON SECONp FLOOR INTO BOTH PLATES _ RIM JOISTc�. - 2x6 DBL TOP PLATE t 4 M SECOND FLOOR VERTICAL SY d 3iLJ. fi VERTICAL P. RIM JOIST - STRUCTURAL PANEL €tl STRUCTURAL PANEL NAILED Bd COMMON - .I L NAILED Ba COMMON 7 yy O S'O.C.EDGE ShT', 09'O.G.EDGE AND 12'IN FIELD '�$� :6 q; P AND 12'IN FIELD ' {µ^y ;' �' CD Q r M D; SHEAR WALL COP MLIANCE+�: YI � DOU3LE ROW 9ila y w 1,' DOUBLe W. 71x OF EACH WALL RUN Q STAGGER NAILIN I.I�j±' i STAGGER NAILIN '-TI i tl VERTICAL SHEATHING WITH V INTO BOX AND SILL fy { INTO Box AND 6ILL �'� 8d NAILS 3'EDGE/12' FIELD (4)16d NAILS PER FT 50TTOM PLATE - r L. 24Z OFEAW WALL RUN VERTICAL AL SHEATHING WITH Bd NAILS 3' EDGE/12' FIELD " (4)16d NAILS PER FT BOTTOM PLATE I SHEE�/T'� 3 A VOFULL HEIGHT SHEATHING SINGLE FLOOR ®FULL HEIGHT SHEATHING-MULTI�LOOR SCALE:N.T.B. SCALE:N.T.6. .LOB: 1209 DRAWN BY. KW ' DATE: T/3p/12 Duct Leakage esf)F&rn! ° Customer Information: t:� l Test Conditial�s: Name: Bayside Building Date: 10/13/2012 Address: 1640almouth road Time: _ City: Centerville ;�� r Trido"or"Ten peratute(F): state/Zip: Ma 02632 Outdoor Tomperatore(F): Phone: -(508)771-1040 Floor Area(fts): 1446 Email: systcrn Airflow(cfm): 174TO Cooling Siz,(tons): N/A Heating Size{btu): Building Address•(if different from above 8b 000 Primary Location of — streat: 82 Pheasant Hill:Cirale:. SupplyDuctu�or) Basement City/Stake: Cottut ma 02635 Primary Location of pet=Duct+)York: Basement CcUlmebts Unit located in basement on one.zone.Second floor fed by risers In interlor and exterior walls. AII duct work Insulated with r-6 foil faced Insulation:All jolrits seams a1�d c.i P U'T .System tested after rcup install. i Total Lealta e� Test De err__�. r PS'ess Outside Leakage Test Deprass Press TestYxessure• (Pa) Te;tPresctue: (Pa) Barse7jue Duct Pressure(opdonal) (l'a) fail Press Flow Duct JcxIo w Ring P'au Pr.ess 1:`iosv . Duct Flom 1Ziti,a Press. a TnstaUed a c Press. a1 )nsEalled a. Z5 3 Fan I✓lodeUSN: _ Results: Outside Leakage(cfjn): Fay+Modev N.' putsidt Leakage as :..: .. Sy^s tem A.irEhx: . {85T11�5- Glitslde Leakage 85 To[u1I ea, kage(cfm): 75 Floor lea: Total Leakage as System Airllovr.. :: Total Leakage as% c W tale prl hi Y 11,VERNON erfc@yl.vw.hit�ley.com com erfc@vlvw�kefe Floor Area: ' 28VIllage Landing PLUMBING,HEATING PC).Hot m Fi W.Chathaam;A4R 02669 AIR CONDITIONING 5INct 1952 rsoa,9as.ttoo f508.9455549 unvm.wvwhlteley-com. oc �t"ETA, Town Of Barnstable Building Department - 200 Main Street BARNSTABLE, * H ya n n is, MA 02601 9 MASS: (508) 862-4038 039. �0 ArFD AAA Ott Cer.tif icate Of Occupancy Application Number: 201204688 CO Number: 20120139 Parcel ID: '002002008 CO Issue Date: 11/16/12 Location:' 82 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND. Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed • TOWN OF BARNSTABLE BUIR-Aung INE r 201204688 . BARNSTABLE, Issue Date: 08/13/12 ' MASS. 9�Ar 1639• A$� Applicant: BAYSIDE BUILDING,INC M Permit Number: B 20121895 FD A'1 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/10/13 Location 82 PHEASANT HILL'CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002008 Permit Fee$ 918.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 + `Est Construction Cost$ 180,000 j Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW SINGLE FAMILY 3 BEDROOM CAPE WITH AN A AW19tARD MUST BE KEPT POSTED UNTIL FINAL ONE CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A I---- --- CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY'AINY STREET,ALLEY.OR SIDEWALK:OR.-ANY,PART THEREOF,EITHER TEMPORARILY'OR PERMANENTLY. 'ENCROACHMENTS ON PUBLIC PROPERTY,NOI SPECIFICALLY PERMITTED UNDER THE BUILDINGCODE,'MUST BE APPROVED BY THEJURISDICTION.''STREET OR ALLEY GRADES AS,WELL:AS DEPTH AND LOCATION OF PUBLIC SEWERS'MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. -` - - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION 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. 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 13f1ti3>11�112_ (kKACie 2 j2. 21� zL , AA 3 1 Heating Inspection Approvals Engineering Dept Pod f' Fire Dept 2 G�S r of alth .# .F .� ; . '.. ,��:, r°� ` _ � �. :, �: "t ' I� v `�� -ate,•�. "� ,^. TempParcelEdit Page 1 of 1 NO �. ygyg Logged In As: Wednesday,January 162008 Frank Schlegel New Parc I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 008 Street Number: 82 Unit Dev Lot LOT 8 Road Name: IPHEASANT HILL CIRCLE T/R Sec. Road: M � �" T/R: Villlage: 07 Cotult :', Part of M/P: MAP 002 PCL 002 Plan Ref: JIPLBK 617/69-75 (APP 7-62) Date Added: Updated: r�U date isDelete ���A�dtl�Another d http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, MA _ Prepared For Lot 8 N2-Pheasant Hi11�Crcle Assessors Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C. Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job Number: 2005-214 Scale 1" = 20' - • 08-10-12 co a z LOT 9 S 69.o 1 y v 4 ry A of 103621 £ Z �V o) ANq r N :ry N. :4 Y69 r 3�6, 24.0, LOT 8 . 8,800f S.F. �� hN 0.20± ACRES S 69.01 o 4 , N O N LOT 7 00 Q f - 00 N - i O CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON. IS IN z COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK G REQUIREMENTS, ZBA APPEAL #2005-082, IS. LOCATED IN RELATION TO THE MONUMENTS SHOWN LU Q AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. > THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES: t EL 2907' rc v1 N o .REGISTERED PROF SSIONAL LAD SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N O� -f6- 1L Un 0 0 N i Q 4 ' GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT - 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. w , SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRMCAL ENVIRONMENTAL 00 M CONCERN). o � SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Z / i% LOT 9 WILDLIFE HABITATS OFF RARE MMLDUFE NHESP MAP �FORM 1. 2006 USE WITH THETED WETLANDS SMH #30 p 65.2 x PROTECTION ACT REGULATIONS (310 CUR 10).' INV OUT=59.99 l�, ,w 64.6 S SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP g x 65.0 e�o�'4r• MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS." 67.07 • . SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 pR e? UNDER ERIMASSACORITY H SETTS ENDANGERED SPECIES 7ATS OF RAW SPECIES- �SPECIES pv j D 8-;q �\ 64.6 x pRovloE (2) s' DIA. x REGULA110NS (321 CURIO) X RD 6.5 6' DEEP LEACHING SITE IS WITHIN A STATE APPROVED ZONE GROUND WATER S INV.�59.89 g �30 7, 67.42�� ^ I - it; BASIN W/ 0.5' STONE RECHARGE PROTECTION AREA / C EANOK 04R ?? 3 SURROUNDING (OR c 4.> )CE ALTERNATE 9? ^ EQUIVALENT VOLUME s�yy, `67.59 40 ry �4 OF 487 � NOTES: 62.0 66.5x S INV.-60.88 x ry� CONNECT ALL ROOF CURB 67.0 p p ; y DOWNSPOUTS TO I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE�i • W v Rqp Q' LEACHING BASIN Cp STOP 1• F W q� '0% y SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED '�' Sfq��Fip •FF+, ? 8• 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 4' Q • � �S 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM Q i► h 6fi.0 1`� N' VEGETATED THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 120', W RAIN GARDEN DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. o .24, �� (250 C.F. 3. SEWER BUILDING CONNECTIONS: 4i o ' 5.o, 64.E / ,� STORAGE) - MIN. COVER SHALL BE 3 FT. � x� TOP=66.0 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 65.0 66•4 N BOTTOM-64.0 AS REQUIRED BY BARNSTABLE DPW. A' LOT 8 ? - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.11 8,800t S.F. % _o s9oo•�4' 0.20f ACRES 4i CO 41 LOT 7 Cotult Meadows Subdhdalon a Cotult-Barnstable, Massachusetts PREPARED TOR COTUIT EQUITABLE HOUSING, LLC P. 0. Box 95 - Centervf1le, MA OM2 ME Site Plan o Lot 8. 82 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEY NG ' Registered Professional Engineers and band Surveyors ���zH oFM4ss 0 78 North Stcm4 3rd Floor,Hyannis,MA 02601W. Phone-(508)771-7502 Fax -(508)771-7622 DY " *H #31 / stS 183 INV IN-- 42 �, 20 0 20 40 OUT INV OUT�58.32 �DNAL EN p SCALE IN FEET 7 S SCALE: 1" = 20' DATE: 08-01-12 - REV. DATE. REMARKS 3 o , LOT 8 cn DRAINING NUMBER C C` r. w 0: 2005 2005-214 CML DESIGN 2005-214POLOTS.dw 2005-214