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HomeMy WebLinkAbout0340 PHEASANT HILL CIRCLE 3 y 0 Pk e��,� I- I ,roc ---. �en JJ � .J Town of Barnstable Building Department - 200 Main Street � � # Hyannis, MA 02601 9�A 1639. � (508) 862-4038 - Cert.fi cate of Occupancy °Application Number: 201004798 CO Number: 20110030 Parcel ID: 002002 CO Issue Date: 03111111 Location: 340 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: ACCESSORY LAND WIIMPROVEMNTS Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC . Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: { Building Department Signature Date Signed 4� 11He> TOWN OF BARNSTABLE �u�.�.ding . Application Ref: 201004798 BAxxSTASLE, Issue Date: 09/29/10 a�'•r m t • 9 MASS . �A s639• Applicant: BAYSIDE BUILDING,INC ° ' rFG MAC a Permit Number $ 20102033' . Proposed Use: Expiration Dates 03/29/11. Location 340 PHEASANT HILL. LANE Zoning District RF Permit Type: NEW COMMERCIAL , Map Parcel 002002 Permit Fee$ 546.00 Contractor BAYSID.E BUIbDING,.1NC . • Village COTUIT App Fee$ 150.00 License Num 005645 Est Construction Cost$ 60,000 • Remarks APPROVED PLANS MUST BE.RETA'INED ON.JOB•AND • CONSTRUCT A GARAGE STYLE BUILDING TO HOUSE THE WASTE THIS CARD MUST BE KEPT"POSTED UNTIE°FINAL' h WATER TREATMENT CENTER INSPECTION HAS BEEN.MADE, WHERE A •~ CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record:COTUIT MEADOW HOMEOWNERS ASSOC, INC 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: �`JGGGG � THIS PERMIT'CONM-EYS NO'.RIGHT TO OCCUPY ANY:STREET,ALLY OR SIDEWALK OR ANYTART THEREOF•,�EITHER TEMPORARILY,�OR PERMANENTLY.r ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMI'CTED UNDER THE BUILDING CODE;'MUST,BE APPROVED BY T_HE JURISDICTION!. STREET OR ALLY'GRADES'AS W.ELLAS DEPTH ANULOCATION OF PUBLIC SEUJERS MAYBE OBTAINED FROMTHE DEPARTMENT OF'PUBLIC WORKS, THE ISSUANCE OF THIS PERMIT DOESNO.T RELEASE THE APPLICANT'FROM:THE CONDITIONSeOF'ANY APPLICABLE SUBDIVISI.ON;RE3TRICTIO,NS. ' MNIMUM 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 LNNG IS INSTALLED. ; 3.WIRING&PLUMBING NSPECTIONS 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. • o. y ' 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). ,1,mt" ,w mw- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS- 1 awl 2 91XJ O � 2 21. �� � 6l 3 P�h ce�-try 7 1 Heating Inspee Pn Approva Engineering Dept p�t to 5 Cj �- 411,' P-�- I� Fire Dept 2 Board of Health �� v 150 t ii M.A.P. INSTALLED BUILDING PRODUCTS P.O. BOX 1309 SAGAMORE BEACH, MA..02562 F (508) 888-359.9. (508) 888-9609 Fax Date job completed: Address of foam application: :3 qc � 7i GG Inches sprayed in: Ceiling' --zf Walls ` Slopes Overhang Bsmt Ceil. Stwl Blockers & Runners Cath Ceil Cath Walls Knee Walls? AM Walls Crawl Ceil 47 Installers Signature: k` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,. v Map UU 4� Parcel OW, 0A90. 5iO4C4e Application # O (� Health Division Date Issued t C) Conservation Division 'ti Application Fee Planning Dept. t.a• Permit.Fee LPZ Date Definitive Plan Approved by Planning Board Historic - OKH �� _ Preservation/ Hyannis Project Street Address ntO glu_ g2CLE Village C07017 Owner CQTf/!T E'(wlr f fQ(, ly6 LL(-• Address 366 vazge ©Z63Z Telephone ­2 7/- !Q VU Permit Request CDA)ST�dC7- 11- G;l"NA 'E 57 Yt E l3411"Ald 70 14b 5-47 4&& T2,FA7 • IF-Alr CF�76 Square feet: 1 st floor: existing proposed XPS 2nd floor: existing proposed ® Total new_764P Zoning District Flood Plain C Groundwater Overlay 61P Project Valuation 6@V Construction Type lUl�Dp Y Lot Size -4-1• 716 4 Grandfathered: ❑Yes Colo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) 49A2'V'F Age of Existing Structure A1940 Historic House: ❑Yes 5a/No On Old King's Highway: ❑Yes U4-Ko Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 11 114 Number of Baths: Full: existing new s0 0 Half: existing new Number of Bedrooms: existing ()new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 3/Gas ❑ Oil ❑ Electric ❑ Other IWDIA15� C4,011i'F-7- AWZ) Central Air: ❑Yes �Ao Fireplaces: �Exiting New Existing wood/coal stove: ❑Yes W<O Detached garage: ❑ existing Ynew size_Pool: ❑existing ❑ new size _ Barn I � l Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Othe . l SEP 1 4 REC'D Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ©'No If yes, site plan review# By Current Use af'�i!/ �f' � Proposed Use l64'95TF- GGW9,,@ 72C97AVy7 F/Zi4t7y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �/ C Telephone Number 77/-- Id 06 Address s License# A92a y5- OZ 3� Home Improvement Contractor# Worker's Compensation # 4V-F 007a Ye% —40 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO,,?y- � SIGNATURE e'/t��/'L ��-- DATE '91 je ld FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER YS DATE OF INSPECTION: . FOUNDATION 0� Z ® �es148 k e � 60. 4,&%G..no-� GOrt,O�ia/ - �{ FRAME BS INSULATION RIMS( S mot e- le�so�o is tLc-lam FIREPLACE '. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL j FINAL BUILDING 3 (l / s DATE CLOSED OUT ASSOCIATION PLAN NO. r-co-=Ulu eat:u Sv�3('jubd;5b FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building �- 200 Main Street, Hyannis, MA 02601 (508) 862-4097 S E P 2 8 REC=B, fib BUILDING CODE COMPLIANCE FORM By Plans dated OIL—for the property located at also known as have been reviewed by�' .eF Ct•.rt' o��cf CXS� of the ❑ Barnstable b COMM Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1, Narrative Report 2. Firefighting & Rescue Access LI). 3. Hydrant Location &Water Supply ✓ ✓ .l 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System ' 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12, Smoke Control Equipment Location 13. Life Safety System Features ` 14, Fire Extinguishing Systems 15. F.E.S. Control Equipment Location 16. Fire Protection Rooms ' 17, Fire Protection Equipment Signage . 18. Alarm Transmission Method 19. Sequence of Operation Report 20, Acceptance Testing Criteria We believe this document to be complete and compliant for the issuance of a building permit. We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. I- do es�tcrJ 'S,tiv czi It x C) J3 hoc we P Massachusetts—Department of Punlic:SafeIN Board.of Building Relmiatiens and Standards - ConstMbt on Supervisor License :License: CS 5645.: Restricted to 00 BRIAN T qDACEY���� . �CW7 PO BOX 95 CENTERVILLE tr 2 MA<0 632 Expiration ,4/19/2012` ComnusswnctY :'' Tr#. ,21209 17— Restricted to: 00 00- Unrestriicted x. 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State.Building Code is cause for revocation of this license. Refer to: M W .Mass.Gov/DPS T- Town of Barnstable regulatory Services H XAM ' Thomas F.Geiler,Director ' �pleD►�i"�0 Building Division - Tom Perry, Building Commissioner = 200 Main Street, Hyann* MA 0260i . Office: 508-862 4038 Fax:.508-790-6230 Property 0*nex Must Complete and Sign Ibis Section.. If Using .A Builder - Tt;yi re Ul-r f�(w5/re/ L. ::;.......:,',.as..Ownet..of the.s.ubject ptope.ty hereby autho:tize_ .: �(��,/�M d'/'A06 .to`act on tny.behalf,. e in all matters relative to work authoiize.Oy this building•permit-application fot: (Address of Job) Signature of Owner - Date #xj T a y t Print Name p _— �-.._+.w-.�.-...+..--.•.moo • 7 The Commonwealth of Massachusetts Department of Industrial Accidents " Office of Investigations ' d 600 Washington Street Boston,MA 02111' wwwanass.gov/dia ' Workers Compensation Insurance Affidavit: Builders/Coiitractors/Eleetricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organization/Individual):.�j }�5 t'�S� � �G�/�✓�O . Address: 4 X Q City/State/Zip: 6&vTeL 1*4 d4l32 Phone.#: Are you an employer? Check the appropriate boas- :Type of project(required):. 1.❑ I am a employer with 4. TI am a general contractor and I 6. ❑New construction . employees(full and/or part-time),*• have hired the sub-contractors 2.ElI ant a'sole proprietor or partner- listed on the.attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, Ej Demolition 'working for me in an capacity. employees and have workers' !; Y P h' 9. ❑Building addition [No workers' comp,insurance comp.insurance.$' required.] 5. ❑ We are a corporation and its 10.[]•Electrical repairs or additions 3.❑ I am a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4), and we have no ' employees. [No workers' 13. Other_ ❑ comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Horneowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, . tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether arnot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic,#: 1VCF Q 07-3 yQ�a _lU Expiration Date: Job Site Address-3 Vd ,4�� 14-ta_ cele City/State/Zip: C d TU 17-- 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 tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK•ORDER and a fine of up to$250.00 a day against thq violator. Be advised that a copy of this statement maybe forwarded to the.Office of' Investiaations of the]DIA.for insurance coverage verification ' X do hereby certify under the pains•and penalties of perjury that the information provided abo v e is true and correct. Sim ature•Z�� � —� Date: �6�✓ jU _ Phone#• -7 7` l J 40 Official use only. Do not write in this area, to be completed by city or town official City or Town: ' Permit[License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3. City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp Anthony Averinos 07/20/04 04/06/11 071/25/04 07/25/11 Baxter Nye Engineering & 08/11/05 08/17/10 08/20/04 08/20/10 Campbell, William 08/26/04 08/26/10 07/13/04 07/13/11 Cape Cod Marble & Granite 07/01/05 07/01/11 08/16/05 08/16/10 Cape Concrete Forms 06/OS/07 08/12/10 12/07/07 06/08/11 Carpet Barn Inc 01/01/06 05/01/11 01/O1/05 01/01/11 Casella Waste Management 04/30/08 04/30/11 05/01/08 05/01/11 Chaves, Robert 08/13/04 08/13/11 12/17/04 12/17/10 Cornerstone dba Tony Arede 03/10/06 10/22/10 03/17/06 02/01/11 Coy's Brook, Inc 04/24/04 04/24/11 09/21/04 10/01/10 Davids Building& Remodel 01/01/07 01/01/11 06/14/04 06/14/11 D.P. Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10 Govoni Land Services 05/31/04 06/22/11 07/04/04 06/22/11 Hill Construction 04/29/07 04/29/11 08/14/04 08/14/11 Kitchen Appliance Mart and 08/12/04 08/12/10 01/01/05 01/01/11 Electronics Morse's Masonry 03/10/07 03/10/11 10/11/08 10/11/10 Northern Sealcoating 10/01/07 10/01/10 04/01/07 04/01/11 Pastore Excavation Inc. 06/05/08 10/12/08 10/12/10 Reed, Mel 07/21/04 ?06/05/10 07/21/11 07/21/04 07/21/11 Whiteley, W. Vernon 10/01/04 10/01/10 10/03/04 10/03/10 Wood Floor Specialists 02/03/08 02/03/11 02/03/08 02/03/11 Page 1 of 1 • Sep . 9. 2010 8 :49AM No , 7311 P . 2 ParcelEdzt Page 1 Of 1 ta,r.a.Nsaxnc.VXtASS ��i? }p iM�"r'' its.:r:. G.�r/!%�'Gs��:�P/'d�"'♦ r .F �al� ;, La99ed In As: �.�,. .. . _ ... _. Frank Schlegel Pa rceI Thursday, September 9 2010 Application Center Road System Reports Road System Parcel Detail Parcel ID: 002002 Sewer Acct: T/R r" Update: bevel Lot: J.P.ART O ... .P.. u..Sc owner: COTUIT MEADOW HOMEOWNERS ASSOC, INC Co Owner: " Street; JPC BOX 95 City: CENTE=RVILLE State: MA zip: 22632 340 PHEASANT HILL CIRCLE village: Cohlit Location: .__.....__...... .....J r-.__......__....... :`......_. Road index: 2335 Pri Frontage; 931 To set road, you can also enter road index and tab out of field. Secondary Road: Sec Index; 12340 sec Frontage: 3 33 Visions Location: 1.340 PHEASANT HILL CIRCLE Last updated: 111/9/2009 3:37:21 PIV --------------- No Bid9s: 0 Account No: 137 �- Lot Size (acres): 12.06999541: State Class: 1060 Year Added: 0 Fire Dist: 2 Deed Date: 9/17/2003 Deed Ref: 23161/59 Land Value: 12100 Bldgs Value; 0 Extra Features 0 --------------- Gondp Complex: _......_.......-..._........: Building-. 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Compliance:9.1%Better Than Code Maximum UA:253 Your UA:230 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 • Assemblyor or D•• Perimeter • TOTAL CEILING:Cathedral Ceiling(no attic) 768 38.0 0.0 21 TOTAL WALLS:Wood Frame,24"o.c. 1744 21.0 0.0 89 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 40 0.310 12 TOTAL DOORS:Solid 111 0.280 31 Floor 1:Slab-On-Grade:Unheated 112 10.0 77 Insulation depth:4.0' 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 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: UTILITY BUILDING Report date: 09/01/10 Data filename:C:\Program Files\Check\REScheck\WASTE WATER BUILDING.rck Page 1 of 4 } REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL 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: Doors: ❑ TOTAL DOORS:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are flied 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. (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) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title:UTILITY BUILDING Report date: 09/01/10 Data filename:C:\Program Files\Check\REScheck\WASTE WATER BUILDING.rck Page 2 of 4 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 and Installation: (] Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the dud construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postcwnstruction leakage to outdoors test:Less than or equal to 61.4 cfm(8 dm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 92.2 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 46.1 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 30.7 cfm(4 cfm per 100 ft2 of conditioned floor area): Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. g 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: l] HVAC piping conveying fluids above,105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. Cj Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: UTILITY BUILDING Report date: 09/01/10 Data filename:C:\Program Files\Check\REScheck\WASTE WATER BUILDING.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. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: UTILITY BUILDING Report date: 09/01/10 Data filename:C:\Program Files\Check\REScheck\WASTE WATER BUILDING.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 10,00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0,28 NA Heating System: Cooling System Water Heater: Name: Date: Comments• . ° y AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 UTILITY BUILDING COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)..................................................................................................................1 110 mph Q WindExposure Category.....................................................................................................................:..........B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stones <_2 stories Q Roof Pitch .. ........................................................................(Fig 2,) .................................................10 5 12:12 Q Mean Roof Height . .................................................................:.(Fig 2).............................:....................18 ft <_33' Q Building Width, ..............................................................(Fig 3)................................................. 24 ft :5 80, Q Building Length, L ... ..........................................................(Fig 3)..................................................32 ft :5 80' Q Building Aspect Ratio( ...............................................(Fig 4)......................................:.........1.5 ':5 3:1 Q Nominal Height of Tallest Open 2 ..........................................(Fig 4)..........;......................................6'-8"5 6'8" Q 1.3 FRAMING,CONNECTIONS � General compliance with framing co ections....................(Table 2)...................................... ......:................... Q -2.1 FOUNDATION Foundation Walls meeting requirements of 80 CMR 5404.1 Concrete............................................ .......................................... ...................................... Q ConcreteMasonry..................................... .......................................... .................................................. N/A 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mech ical Anchors s an alternative in concrete only Bolt Spacing—general ................................. .... ...(Tabl 4)................................................... 59 in. Q Bolt Spacing from endloint of plate ............................ F 5)........................................12 in.5 6"—12" Q Bolt Embedment—concrete..................................... ..( 5)..................................................7 in.>_7" Q Bolt Embedment—mason ........ ...... Fi 5 ...... in.z 15" N/A Plate Washer..............:................................... ...........(Fig ..............................................2:3"x 3"x W Q 11 .FLOORS Floor framing member spans checked ....... .......................(per 780 R Chapter 55).................................... N/A Maximum Floor Opening Dimension....... ..........................(Fig 6)........ ......................................_"_ft:5 12' Full Height Wall Studs at Floor Openin less than 2'from Exterior Wall ig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Wall or Shearwall................(Fig 7)............... ...................................—ft <_d N/A Maximum Cantilevered Floor Joi s Supporting Loadbearing alls or Shearwall................(Fig 8)................... ..............................--ft <_d N/A Floor Bracing at Endwalls.... ..............................................(Fig 9 .......................................... N/A Floor Sheathing Type ..... 7...... ..... ...................................(per 780 CMR Chapte 55). .....I . *........... *......... N/A Floor Sheathing Thickne ................................................(per 780 CMR Chapter 5)................................in. N/A Floor Sheathing Fasten' g..................................................(Table 2)................................................................ N/A 4.1 WALLS Wall Height Loadbearing ails........................................................(Fig 10 and Table 5)........................12'-6"ft 5 14' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................20 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 <_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 WALLS' Wood Studs Loadbearing walls........................................................(Table 5)........................................2x6-12 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............,................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ...7........................... 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 Connectioi((no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Conn ctions Lateral(no.of 16d mon nails)...............................(Tables 7,)............................................................2 Q Non-Loadbearing Wa11 Co ections - Lateral (no.of 16d com n nails)...............................(Table 8)..............Z..............................................3 Load Bearing Wall Openings(r cord 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.),i.........................................3 ft 0 in.5 11' Q Full Height Studs (no.of studs)..... .............................(Tabl )..............................................................3 Q Non-Load Bearing Wall Openings(recor largest opening but eck all openings for compliance to Table 9) Header Spans...................................... ...................... able 9)..........................................8 ft 0 in.5 12' Q Sill Plate Spans........................................ ............../..(Table 9)..................................—ft_in.<_12" N/A Full Height Studs(no.of studs) ................. .. ....... 1....(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear ' ultaneously_' Minimum Building Dimension,W i Nominal Height of Tallest Openin ' ..... ....................................................................10'-0"5 68" SheathingType.................. ......................... ote 4)..........................................................WSP 10 Edge Nail Spacing.....:..;!:..............................(Ta a 10 or note 4 if less:).............................3 in. Q Field Nail Spacing...........................................(Table 10).....................................................12 in. Q Shear Connection'(no.of 16d common nails)(Table 1 ............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)... ................................30%for one floor Q 5°/g'Additional Sheathing for Wall with Opening> "(Design Concepts)30%+5%=35% Q Maximum Building Dimension, L Nominal;,Height of Tallest Openingz............... .......................................................9'-0"5 6V Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge ail Spacing.........................................(fable 11 or note 4 if less).............................3 in. Q Field .ail Spacing.........................................(Table 11).....................................................12 in. Q Shea 'Connection (no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing............:..........(Table 11)....................................15%for one floor Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)15%+5%=20% Q Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q i 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 s 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).......7............................ .........L=176 plf Q Shear..............................................(Table 12)................ ..............S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............ ..................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............. ft<_smaller of 2'or U2 N/A Truss or Rafter Connecti s at Non-Loadbearing Walls Proprietary Conn ors Uplift......... .....................................(Table 14).......... ................................U= lb. N/A Lateral(no. 16d common nails).,.(Table 14)...... L= lb. N/A ................. Roof Sheathing Type.................... ..............................(per 780 C Chapters 58 and 59) ........... Q Roof Sheathing Thickness................ .......................... ............. .................................5/8 in.>7/16"WSP Q Roof Sheathing Fastening................... ......................(Tabl 2)............................................................8d Q UTILITY BUILDING MEETS THIS CHECKL T BY AD G 5%TO WALLS WITH OPENINGS GREATER THAN 6'-8". Notes: 1. This checklist shall be met in its entirety,excludin a specific exception noted in 2,to comply with the requirements of F 780 CMR 5301.2.1.1 Item 1. If the checklist is et in s 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 Down per Figure 18a and Figure 18b 2. Exception: Opening heights of u to 8 ft.shall be permitted w n 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. no inal thickness pressure treated#2-grade: 4. a. From Table'10 and 11 and location of wall sheathing and uilding-Aspect Ratio,determine Percent Full-Height Sheathing nd Nail Spacing requirements b. Wood S ctural Panels shatt,be minimum thickness of 7/16"- ..d.he,installed as follows: µ i. Panels shall be installed with strength axis parallel to tuds. ii. All horizontal joints shall occur over and be nailed to fra ing. iii. On single story construction, panels shall be attached to ottom plates and top member of the double top plate. - iv. On two story construction,upper'panels shall be attached t the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment f lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framin . .v.. Horizontal nail spacing at double top plates, band joists.,and girders shall be a double row of 8d staggered at 3 inches'on center per figures below':Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -WliEN THU EDGE F EM ON FitAMING EME SII NAp S AT6b.c. 11 11 1 11 11 1 II 1/ 1 u q-1 i 11 11 1 1 II 11 II 11 11 11 11 11 I 11 11 I I O 1 7 11 11 V 11 Il — 1 1 11 11 1 Q fl ' II 11 W .1 X 11 W ii 11 g 1 /1 11 Il 1 4 11 I I 1 IL 11 f u le � 1 I II 11 7 I7 11 1 IA t 1�1 I I 11 1 I 11 �71 I 11 11 I DOUOE,E EDGE NAILSPACWGY it PATVEL_ � j� 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(7go CMR 5301.2.1.1)1 a 4 l za 1 7 1 +1 _ r3 R ESQ kI I1 . + FRAMING MEMBERS 1 1 ; EDGE WERAAF�IAT£ , +E I 1 ---L 1 1 STAGGERED 3' K NAIL PATTERN PANEL PAW EDGE � DOUBLE NAIL EDGE SPA{�IG DETAL Detail Vertioal and Horizontal Nailing for Panel Attachment JOB 47 l TAYLOR DESIGN ASSOC., INC. SHEET NO. ' OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY C-T ! DATE Tel./Fax: (508) 790-4686 CHECKED BY 1 SCALE TAYLOR Tor : ...........................:....................... ..... ..... ...... \.�.�t t� r. .:.. ... ilk" L m o. ... ..... �� ts..C7 Z�r. �a.....32,. x -_�Z . -t.....� .'r' .. . _ ..... .. 24 )►4� ... Z.�4«� G ..... 3.Z. ......1.., 1.4 �.. .... ... ..__ .... rc 0 # 5 -Q .. vim.-ry .n+.,,�► y 1"�-arc r.`' y...T . .. ... tt __ ... ....... ... . � .... ..... ... ............. Ov a .k.a .. .: ®:V�.. ... f ..... ..... ... . JOB -r[1 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 c-7"r" DATE ck P� — 1 O Forestdale, MA 02644 CALCULATED BY Tel./Fax: (508) 790-4686 ,� �s nCHECKED BY DATE �,►/A'T 1 '.L ^ �-B CALE . .�! . w �r�s�rut,.,e,.. 1"'I.ar-t. ►Y .. .... e� ... .. .... .... . ..... ... .... .... ............. A ... . .. .. .. ..... .................. . : . ..Co TiA,��tc..... .. .. .. . : _ _ :. __.:... �..Z .. . 7 �.. 9. ' _.. i 1 p .� . k t � l f b fl `C-.� SFp� �„�,� �� ey ,RFCp �`'�f�` ', � ��J {� • � N I U' -M SMOKE Lilaf rCTORS REVIEWED yo BARNST DEPT ABLE -DfiTZELre Lq ••a,, FIRE DEPARTMENT DATE SIGNANRES ARE REQUIRED FOR PERMITTING FM s� U IL mow " a �.� z NORTH ELEVATION j WEST ELEVATION SCALE: 1/4" I'-0° ' SCALE: 1/4° I'-O° - IL Z 0I to I � m 07 ' b Q :3 w - 3 SOUTH ELEVATION EAST ELEVATION' SCALE: 1/4" - I'-O" _ SCALE: I/4° - 1'-O° - SWEET j .CIMIMACTOR TO REFER TO w nO x S AND CWE=ST FOR ADDITIONAL • NIGH WIND TW*112JES JOB: Cf'IWWTP ATTACWED TO DRAWIW.O DRAWN BY:TFR DATE, 9/i/^O70 yr s gib• a-r m-e• a-s• a Sltl6 zo p uf O . ,Y31 J is I\ SN1.R WALL CLI� _ SS W. on Ov EAON WALL RUN I W 1 VERTIDAL SHEATHING WPTN 0 n9 NAIL9 3'EDGEM'SELD w in I I I UNcd NAILB PER PT Bo"M PLATE - 1 I [MCI II':I!1 I1I1 L•IIII. .� .•11)lid N-EAAI-LC9H PERL F Ri N VERMAL SHEATNM �A atx x ruxxs a IF� 7 3093'EDGEAr FUSD oll PL - U . W 1 .1 FOIRJDATIgJ SLAB I'.1 � 1 1 �� u O i V 1 I E= ED c 'L :'1 °M a o«n'" i,1 I ! s.e x le.e• I I ' (� OEM I_ av'x v-e + )a � ■9 LOO 1 I' ____ _ FOUNDATION PLAN m IL SCALE: 114' = r—O" FIRST FLOOR PLAN 5CALE. 1/4".= V-O" . l7 Z J MW N � 60G®COl K41i e L r �.iFatYJM[ 7" 6IA•AtW Ilt GCl1a - 1 Z aiarsi i xr wpm - Wasp a"erJ.ewe avxa7lz any laar maten '?v- � �r � m W Z E- w roror nn.lam elm aiarOe f .. - oan rxes awe.,... � v ealaGTe alx .� s.� � ... - W x a Wwa � WI I I—I I I—I I I 11 a vczr�aarR III—III—lTl- W z III=1 I i I I I_ a II i I I I I -- 1—I ---- 1 e,Naim�rraAic Pmue suEEr — -- �------ — GROSS SECTION A FOOTING DETAIL NOTE• SCALE: 1/4" = 1'-0" 5CALEs I" = P-O" =Wien Ito 6 Alto �� KL CHECIST POR ADDITIONAL NIGH WIND TECHW.=W JOE, CNWWTP ATTACit2 To DRAWMGB DRAW BY:TM DATE, 10/1/010 i \ (I)-6,500 GALLON FORCE MAIN AEROBIC TANKS LOT #37 a z z z z / FROM MEMBRANE TANK TO AEROBIC TANKS 3°FORCE MAIN a i _ .(1)-4,000 GALLON FROM AEROBIC TANKS -TO PRE-ANOXC TANK a '" / POST-ANOXIC TANK FOR RECIRCULATION OR a / SEPTIC TANK FOR SLUDGE WASTING 2,NLLws600LL�z / 6'PVC AIR DUCT TO 10'zl6' (1)-6,600 GALLON D o F AEROBIC TANKS / BIOFlLIER BIOFlLTER/. _ DOOR CONTROL \ BKIFILTER/ODOR CONTROL �¢- .. i PA0 FOR STktNBY .1 (I)-4, GALLON `�PONUt PAiFRAT011 e' a PRE-ANOXIC TANK MANHIX£ / �___.g• ---- _ ----- 6'PVC AIR DU $e S II i. � CT TO 32. 3' / 24.0 E E '� M ODOR CONTROL BLOWER \ / J F e E I E I FM IF' OW SPU FORCE MAIN Z a ®.//j/;" / I MANHOLE \ O❑ $ 'd TIER I�I. I G r FORCE MAIN > TOPRE-ANOXC TANK Of Z ,V , 24'x32'TREATMENT BUILDING - // It CD / FF ELEV=46.6D' —� .� I `\ RIM- 24.0 ' / I INV.JJ10 i / - 4'PVC BUILDING SEWER.SERVICE _ / SUMP=32.07 ATL Wvour=a3.n ----- -----� 0. �SEPTIIC TANK EX SUN 1(YA47F swHfl) m Q / " q Ek:SEPTIC TANK I EFFl.UENI A+ANHIXE�. INV.41,1--1 RIM=UN ly Z6 �0.0' - // " _—_-- _---- INV 3&59 IT✓J �IOP BaFFCE=J9.61 r S/AfP 3/.9 R1,1INV-49.43.(51'/) I V U Q _g INV.-3648(EJ I NV.=3861 NV.=J913(SEJ *�ad y S�^ ,{ '�3 •, A d :7^j 1 I I. I INV.=J8.48(5'WJ SUMP-320J ' I d — `^ Z,g d'[ 3 - ;. ;h eaTl' I II 1``1 II EX 16,000 GAL ir #J' 4.,K i �— —J I_----_1J \\ I SEPTIC TANK I W M�j W ACCESS DRIVE -- .E --E SNH 111 \ BINMWOUS PAVEMENT '( - \S 6'PVC AIR IT — F� 'T�1 6 \, "� RIAf-50.2 ` Z / � y� CT,ilP. I } I ' I FLOW SPUTTER INV=J974( )' \/`\STATION E'L 55\ e t-_�— S MANHOLE EX SS I MV=39.69(fYf U e DU o ` Z IQ I s s `'r T w 10 EA:I6.000 GAL L_ —_J ------J0 SfPBC TANK I ( s ,�, ,• L 4 M,e S (4)-6,250 GALLON CONNECT EXISTING S I Q ,� \ N -T µ E FLOW EQUALIZATION TANKS - {, Y > \i .E" a z -' 4 'i,A m; - SEPTIC TANK EFFLUENT. LINE TO PUMP STATION Q— � aR I + S 1 S —'�s s _s sRIA w ;`" . .'^�.`r' 'k".'µ�• 4 RIM=49.75 Z IO \ - - TOP BAFFLE=J9.63 /NV 7540 a I \ - F! ANV=3873 SUMP=31.90 .80 SUMP=3205 I R450 6'PVC WV W=91.2' E - ACCESSSS�NE R'- EXISTING SEWER - fill 44.75 \ - LINE SEGMENT lNV=39.0.3 - I ' INSTALL 0.3 DIAM.CULVERT I \ \. - INSTAL 512"D - L\ TO BE ABANDONED SUMP=J205 - TNV IN-90.3=0.02 W R/M=99.05 -PUMP CHAMBER - INSTALL STEEL O, \ INV OUT 39.7 eJ \ W E M \� INV.=3780 RIM=44.10 POLLARD(TYP) SUMP=31.65 SUMP=31.27 ss� SE(is `w_ O �RTM 44.89L�VA p \ W S EA:6.000 GAL \ I'POTABLE WATER W I PUMP VA T \ \ SERVICE TO BULDWG INSTALL WIRELESS TRANSMITTER + \ CONNECT TREATMENT \ \ - EXTEND NEW ELECTRIC- �� \ EFFLUENT UNE TO EMSTINC --'`—FOR,ELECTRIC BUTTERFLY \ - SERVICE TO EFFLUENT EFFLUENT PUMP STATION VALVESEE S AT DISPOSAL FIELDS. - \. PUMP STA710'J - 'II \\W - E E - EIEVATEDTTOSTHE GREATTEST NNA TO EXTENT PRACTIABLE. I ! W ' W y W VII-1'I —W —lY —2 f 3 FORCE MAIN FROM OFF SITE SOURCES(VIA NOISY HOLE { —W —W —W —W —W —W -J \ \ ROAD)THAT ARE TO BE CONNECTED TO THIS TREATMENT - 6 - F- \' \\ \ \ FACILITY TO SATISFY NO NET NITROGEN RECURRENT ui 4'PVC TREATMENT EX VEN7 z U) �, a EFFLUENT UNE 7 $ y EX PUMP Z STAl LTERCCN1 ML PANEL&ZABEL EL FlL TER GYITORB . \ \ E%.ELECTRIC METER O rn Q w FOR PUMP STATION _ x(0 3 w m m LL \\ 7 4 \\ \ \ NEW 120 208 V,30,4 WIRE ~ O W a 1 UNDERGROUND ELECTRIC SERVICE \--EwsrW0 120/208 V 30 ` W elf \ E \ \ \ ! UNDERGROUND POWER SERVICE(TO BE ABANDONED ONCE PUMP 0 W _ STATION IS POWERED FROM - \ In ~ CONTROL BUILDING) _ \ Uj U O Z C W a o 0 \ \ 1 uj Q \\ 4,\ \ / LOT #338 1 a,-U5 W:O z pn. JF<F ¢u- o \ \ \ g uPg484/5 - ' SHEET: Foundation Certification , in Barnstable MA Prepared For: Wastewater Treatment Building r- Pheasant. Hill Circle Assessor's 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" = 30' 10-14-201,0;.� 00 a J L. OT 37 i m �� N N 82*44-48" E ?A 00 Q 152.57 Ir 9• . 4 2 �, ,�titi• 3'. EXISTING FOUNDATION 4 FIELD LOCATION DATE: OCTOBER 12, 2010 %K J0 CVs1� w71 CC OPEN SPACE 51,786 SF t 1.19 Acres t o '0- ` ti)pCr s`S6'e O OSA E` i o T'O W N • 4 LINELO 0 0 N I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK v REQUIREMENTS, ZBA APPEAL. #2005-082, IS LOCATED IN RELATION TO THE.MONUMENTS SHOWN F AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. �� J G THIS PLAN IS NOT TO BE RECORDED' NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ULis d 29874 o REGISTERED PROFESSION L LAND RVEYOR BAXTER NYE ENGINEERING & SURVEYING DATE o - t4 - to Ln 0 0 c� o �