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0258 PHEASANT HILL CIRCLE
r (�ooNn- �V�`ae- �4-Iz,�9�'s ' /_ _� Tow_ n of Barnstable �.. �...� Building Post This Card So That it is Visible From the Street-Approved'Plans Must be-Retained on Job and this,Card Must be Kept l raazvaiaLe • ,Posted Until Final Inspection'Has Been Made Permit Where a Certificate"of Occupancy is Required;such Building shall Not.be Occupied until a Firial Inspection has,been made. lii Permit No. B-19-1301 Applicant Name: BURCHARD, MARY ELLEN Approvals ti Date Issued: 05/13/2019 Current Use: Structure ,Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 11/13/2019 Foundation: Residential Map/Lot: 002-002-029 Zoning District: RF Sheathing: Location: 258 PHEASANT HILL CIRCLE,COTUIT Cortractor'N rne: Framing: 1 Owner on Record: BURCHARD, MARY ELLEN Contractor--License:-� .2 Address: 4 HUBBARD STREET Est;Project Cost: $ 20,000.00 Chimney: CANTON MA 02021 Permit Fe $ 152.00 Description: FINISH WALLS AND FLOOR IN BASEMENT TO MAKE AREA-FOR A Fee Paid.{ $ 152.00 Insulation: POOL TABLE AND HYM EQUIPMENT. BUILDING CEDAR CLOSET AND Date: - 5/13/2019 Final: 1/2 BATH A Project Review Req: MUST MEET OR EXCEED 2015 IECC(ENERGY CODE). Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by thiss permit is commenced within six months after issuance. Y All work authorized b this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: � with the local zonin�by-laws, code's. alterations and changes of use of an building and structures shall be in compliance t g .Y All construction, g Y g a ss street or road and shall be maintained open for ublic-inspection for the entire duration of the Final Gas: This permit shall be displayed in a location clearly visible from access P P , P - work until the completion of the same. Electrical. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are.provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection � Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lihirg is installed__-- r 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final:"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ry5,,T- ,� rO�tio� 318b1SM�t%�10 NMOI Application Number......... .. 1. .. `. �.!............... BAR * �a t 8dY i Permit Fee... . ...................Other Fee........................ s639. 9 � y E"DMICIa Id3o 9NIming Tl Total Fee Paid...... ..................................................... ...... TOWN OF BARNSTABLE Permit Approval by. .. ............on..... �� ! ..... BUILDING PERART ' 00 D //--�� Map. ........ .........................Parcel........ ....Sl. ............ APPLICATION Section 1 — Owner's Information and Project Location Project Address ����� � C����e Village (�ur Owners Name — AJA-ay .f�e4 e, ,,-4,trJ Owners Legal Address ; City State k Zip Owners Cell# E-mail e,�v IBC. mnwl ' Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation l Other—Specify Section 4 - Work Description 6?0�AA ±0 7KP Walk 44J- i I A v` b 4-Al � Last uvdated 11/15/2018 Application Number................. ................................ Section 5—Detail , Cost of Proposed Construction 2,0.1006 . Square Footage of Project_/oqp Age of Structure 1 UI�5.. 11 ��, Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) S S Skk_c, 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage ( Smoke Detectors '[ ] Plumbing ❑ Gas ` ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom _ I Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site sp t, Historic DistrictHyannis Historic District Old Kings Highway Y g � Y Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7-Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed } Rear Yard Required Proposed Side Yard ' Required ' Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 Application Number............................................ Section 9- Construction Supervisor Name Telephone Number_ Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement.Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: U� q (J' Telephone Number - Cell or Work Number — 5 SJ I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachuse State Building Code. I understand the construction inspection procedures,specific inspections and documentation r by 780 C the To of B b e. Signature Date 1 APPLICANT SIGNATURE Signature Date _ JI Print Name U Lam" 'Tele hone Number " J E-mail permit to: qMQ-1 �a m Last updated: 11/152018 ------ ---- - -- Section 12—Department Sign-Offs . Health Department ❑ Zoning Board(if required) ED Historic District ❑ Site Plan Review(if required) ❑ I Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization I i I, - , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last updated. 11/15/2018 N, W-W O. m m n U) 25'-0' _ atLL Sri V O _ i2: In P�CJS— 1 I I Tw 2aG 24 1/B•x56 T/Q` —TW 24410 ABOVE , AMI RED -- I FTT����11 PLACE _ W 6.6 YLLAA5� a CARPET CCgTNU01 T Q' NOR C� TO NDR 'x12')f40'A• W/O'COLQ'1N' -T°STEP OPEN TO - W I TW 204v 14'-4• A50VE 71'-B' y I I IL'-0 i 24 1/6[66 7 Q � n o LIVING I� a co O I DINING MASTER ROOM b� Y OAK v - SUITE�p •OAK `, .. _ .GAP . - 2-9.1/4'LVL'•AHT°E IAF 9-LITE m a Z CCLCHN IL TIN 24410 - 2-9 1/4'L E - .60 T/B - _ .. -- _ -- FOYER Tw 74410 - U BATH OPEN TO 2'.OAK `� �IU C t_qR AGF BO 1/0460,7/e' m _� ABOVE U" E Io WO'10' �i( 4'5. CONC.SLAB p -b _ • " 5i_go B PITCN Y TO DOOR V n i .. sEN TO J. m y ABOVE _ _ I _I/4'LVL'•ABOVE 1 _ 5/5'FIRE RATED w= GYP.BOARD c (LINEN I�I W4D I I > 2n IRE RATED - `• FN FOYER I e �) - -DooR N D Z 1fi I ❑ OAK I 22 I LU Q UP CL A i ESK I 'Z Q-X 1 IL Q � b I 52 BREAKFAST 1 (2)-11/2'LVL NOR FULL LENGTH - Q . . - OAK I W/NOLD DOWNS.SEE.DETAIL Y�� 0 _, 1 9':7'OVERHEAD DOOR ' N co O 7 L[1 J TD.•1. CONCRETE APRON HpID V C11 6 IL. w 04u - •� E �# S ply aS �fi 2i_bs 4'-10• 2'-B' 4'-5' L'_b• 4'_6' p'-b' 3'-O' 9'-W 2'-b° 14'-0' ISr-0' 9'-O• 6'-0' 14'-0' SHEET A j FIRST FLOOR PLAN O92O ._ DRAWN BY- KW 4 r r � I V � b a N 19r_IO• 15'-4• 7,_6u 5'-4F FBI N O L LO cb W In ° L22 9 I LVL NDR - ""TO b F•• ~~ G°b IN11NUmll w. TO NDR m , W O _ 13�_5° t SFDROOM tY2 - Tc a _ BEDROOM ai3 - ° - -0 CARPET —IIII III I I III I I it III Ili it II Q. (n n. ao -IIET II�'. O 1 V, o TW 2446 9'_B° 3'_6• 6 - _ m w So 1/ xxU 71W OPEN °„[� 26K 24"PKT - Z BELOW RAIL m O r_.... . OPEN TO 2G66 24" o .4 PKT -FOYER BATH - STORAGE m v) BELOW co .. j TILE �EINT 266i PLYWOOD TW 24" u 14412• 30 I/B'x5i 7/1v . CLOSE i I A LINEN - w PLANT SHELF V FLOATINGI. — —- - QL ABOVE���I1 - ; —t: OPEN TO' _ V- _ — L FLOATING ? I — _ W ABOVE DORMER -- - II m _ Y - S a S Q w W IL S Um!z g n g Z)Lno IL 4'-6° 4'-6• 9'-II• V-2• 9'-II• 6O .n 14'-O° 13'-O° - w N J SECOND FLOOR PLAN r. n,4 SCALE'1/4° ��,y' The-Commonwealth of Massachusetts' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 ` www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information : Please Print Le 'b Name (Business/Organization/Individual): 13 by�10 Address: c 4 .%5�.-P�dsmw( City/State/Zip: C&w ` Phone#: /of Are you an employer?Check the appropriate box: Type of project(required): L❑ lam a employer with 4. 0 I am a general contractor and I * have hired the sub-contractors 6. []New construction employees(full and/or part-time). .` - 2.❑ lam a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and.have no employees ; ' These sub-contractors have $. 0 Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp.insurance?; required.] 5. E],We are a corporation and its 10:❑Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.0 PIumbing repairs:or additions myself. [No workers'comp. right of exemption per 1VIGL . 12.E]Roof repairs insurance required.]t c. 152,§1(4),and we have no employees..[No workers', 13.❑Other comp.insurance required.]:... *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew,affidavit indicating such:, #Contractors that check this box must attached an additional sbeet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number: I am an employer that is providing workers'compensation insurance for my employees. Below is the poU4 and job site information. Insurance Company Name:. Policy#or Self-ins.Lic.#: Expiration'Date: Job Site Address:` City/State/Zip: i 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 ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to'the Office of Investigations of the DIA for insurance coverage verification. I do hereby a nder the p ' a dUtdiey�fperl ry that the information provided above is true and correct Si afore: Date: -' Phone#: 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector . 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers',compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or . renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the'commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of . insurance. Limited Liability.Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the. members or partners;are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or,marked by city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete.this affidavit. The Office of Investigations would Ilse to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Nlassaahusetts Dgwtment of Industrial Accidents Office of invesfagations 600 Washington,Street Boston,MA 02111 - Tel.#617-727-4400 ext 406 or 1-877-MASSAM Fax#617-727-7749 Revised 4-24-07 WwW.mass.gvvfdia f� y Z�'l KO �fL�o.wttt. � • P�! I J / I 213 g,�S z' n p J (ED L=J V\ 1Lo Barnstable Bldg. Dept. ........... Approved by: Permit#: IT V-A�V�r J S� P Town of Barnstable Building Department - 200 Main Street :ARNSTABLE. * Hyannis, MA 02601 9 MASS. �, 16 9. . (508) 862-4038 Certificate of Occupancy Application Number: 200902691 CO Number: 20080435 Parcel ID: 002002029 CO Issue Date: 10123109 Location: 258 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M A / L DATA aa..A .<'? ':4�.,M Rs•..9 URng Pert - 4 Nu nni y t _...-Y t-._. ,s..i w.ii'ii`i :'S`t1;3t1.t •��-c. ' /�Li,.; .f e p A L /� -•. -r,}.. n 9 e p d i / i. -!• ,h.. 'Ay 4 P R.K A l �' y - { , �✓� � .-,..L <•.e t��11L `J- �I?/fE S -S� •-4 �•er �.r. L_ t 7 l?7 1 T . .,c.. .CS•,.l. ,, A,.L.�1_ ,J_i__. !. O ,:�,1_ _ i �,'�" .� '^aG ..,53 s..Y, ,_.i.S;,S7i`���'•tt Ty.T� lt�)�:i�1�.r __ _ ...:�-T..c_: ..`# .7:' TS CAF_D tr d POST jZ e '�i6J.A 1_. ..f :n t e J,i./',iBLh _�.:,:`, L{.,.. z's?�6_�,i' iV7n .,..y�. !"�'ti(;6' r; �'�..+.�. ,,33'�.P.Y. 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L� 'i'_i 9r ..`i • t :� ,.,.....,.,�..,•,-r........ ........ .,_.,...,,, s �.��z.��.•' ,. ,�,-�.s .,ter.. T,.�A.,. .. _ _ ...._.A,._-.,.rr,'..,.,a.,...� s N , a f lr- 5�. �3 .A�"S'�.,� 77.`':;�1,-.. c,isye ..L�'7 G7friA:i:� '•t. I r i s 16ps1 � 9 c a Ole .: a �f., ,.-.�. .E�.— — «e.a.....:� -. . aww.uw:...�.� — -- - .,.......e:•�� . �. h� �w i r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® P rcei © 2. Qo -�J r Application # � Health Division a YIP Date Issued v oc� Conservation Division Application Fee Planning Dept. :: Permit Fee ( oe Date Definitive Plan Approved by tanning Board , Historic'- OKH Preservation/ Hyannis P Project Street Address 697 �� fLC.L. 4 Village • - Owner COT_ E-Q 140 y.S//V 6 L-L (C--` Address l/`S 1�� Q�D Telephone Permit Request jd G,QV.5 l4lJGT .3 �'j D RDD -4 oZ �� 8-4rH C tt-PF. Square feet: 1st floor: existing proposed 2nd floor: existing proposed 64/9 Total new 91 Zoning District Flood Plain G' Groundwater Overlay Poject Valuation SD-®�0 Construction Type GVDD?� ffzfl (0-t Size- /Dt 76 a Grandfathered: ❑Yes C/No If yes, attach supporting documentation. Dwelling Type: Single Family O' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes CYNo On Old King's Highway: ❑Yes YNo Basement Type: WrFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Y Gas ❑ Oil ❑ Electric ❑ Other Central Air: 2 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ,lid' 0 Detached garage: ❑existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ IYxa3 Attached garage: ❑existing Utnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ly'No If yes, site plan review# j Current Use ACAW-7 � �____ - „ _ _ -Proposed-Use- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name u Telephone Number 7 7/ Address �0-)C 9 License# r ' Home.Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE -6"12 ild { FOR OFFICIAL USE ONLY APPLICATION# u r� DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 4: DATE OF INSPECTION: FOUNDATION fa"r FRAME y INSULATION NY O/ ,t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING eAl `a DATE CLOSED OUT F ' ASSOCIATION PLAN NO. } ti 'Bayside'Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/1/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/l/07 1/1/10 1/l/07 ' 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/l/06 511110 1/l/05 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/1/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 l/l/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/041 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10 L&M Glass Co, Inc 5/l/04 5/l/09 5/1/04 5/l/09 MAP Insulation 10/1/07 10/1/09 10/l/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 °F tMe royti Town of Barnstable hP °� Regulatory Services Thomas F.Geller,Director MAM �prEo►A�"`� Building Division - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder lGC-.as..Ow�net..of the.subject propetty.- ............. .: hexeb authorize_ ��.,1 - y �....::.. ... .:. .to°act bn tny.behalf,. in all matters relative to work authoiize.by.this building•permit-application for: (Address of Job) ; �. 026 �9 Signature of Owner Date g/zI&l T -bA�Cy Print Name THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A\ , DATA 1 n �� L��a�i�'� r�..sY,',.�2id� "'�3c�.�,•'�xs���,r7at',..r"za"P.�..fr�..kl. 's 1 + d a �� s 4elutd i . Bo �o ui ing`NOW o s an anda'rd tC`,�Z'�, ✓ t rrat�` Q 4 s ar ri:rt a. @ GonsStruction�Su�peruisor+Lioense , Ley n � CAS 5645 f � ¢ i ��•� t Zf Em 77777777 HOW v how TAN F d J 77 h � F RH/+I t . � .: • ` ..•:: � ._ �`��;F�S�� Y'�j:.x��+�Y�'_.3... t,�7' _k marts ����'�� f F y� ti p"p 335 0, 0�dPegncl�o�ed�Pace MIA Edson 0 F failure'o gossess a c � �edion=of tihe f} hse�sta eB dig Rpra�ei `n rc a� y-". ,�• ils il.�Ge�ls'e . isI use reooac3R � k► f � wi TempParcelEdit Page 1 of 1 Q OR t a s; ��� � ��� ¢,// j i�/ � ✓ fig, G-' °" .s� � '�� ;; Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 029 Street Number: 258 Unit: Dev Lot: ]LOT 29 Road Name: PHEASANT HILL CIRCLE _ T/R. Sec. Road: T/R: Villlage: 07 CotUlt E w Part of M/P: MAP 002 PCL 002 l Plan Ref: jPLBK 617/69-75 (APP 7 62) Date Added: Updated: Update,h ,,DeleteAddnothe http://issgl2/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 1/16/2008 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 • wwlv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatiorVIndividual): /5 11`T/5/D /31/11—b/AJ l AJC. Address: �� S City/State/Zip: C4Cif/��V lL..1e. 411. Phone#: Are you an employer?Check the appropriate box: Type of project(required): l.❑ I atn a employer with 4. I am a general contractor and I 6. KNew construction employees(full and/or part-tirne).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. t ❑ Remodeling ship and have no employees These sub-contractors have ' 8. Demolition workuig 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 am a homeowner doing all work right of exemption per MGL i LEJ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.E] Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other 'And applicant Uial checks box'I niusl also fill out die section below showing Uieir workers'compensation policy information. t Homeowners who submit Uiis 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 infomration. am rrn ernplorer that is providiu, workers'compensation insurance for rni'employees. Below is fire policy and job site inforination. Insurance Company Name: /1012)0 Zv_s CO. Polio or Self ins. Lic : `W Cr e 00°7 (�� —' `� Expiration Dale: Job Site Address:,:z5 , lXem AA�t.['.�� Cih/State/Zip: CD-r&//T f6Z64(7 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required tinder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a tine up to $1,500.00 and/or one-year imprisotunent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fon�,arded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains enalfies of perjury that the information provided above is true and correct. Si nature: Date: J �o� Phone#: A � ` '1<�ip %� � 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): I. Roard of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector G. Other Contact Person: Phone#: i JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Fore A stdale, MA OZC44 CALCULATED BY �r�� DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE _ � t( �yZN OF � Fri l l.L. C I SCALE FL ... ...-.:. . THY . ....._.- ... _ COW .. .. _. cep -; t�.. -� c'� .. S ri-vc Teti- . -.. 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Box 1313 Forestdale, MA 02644 CALCULATED BY DATE <1 Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE ........................................... . .......... ......................... ........... . ............. .................... ...............................R. ............. ......................... ............ .......... -------------- ............ .......... .......... -�........................................ ....... .............A., .......... .............. .............. ... ......... ........... ........................ ........................ v cow .......... ........ ........ ............. ................ .............. .......... ................. ......... ... .......... .................... ....................................... .... .........................-................................... ...... ....................... ....................... ................ 17 C ................... .............. ............. ........... ........... ...... .... ....... ............j. ............ .............I ......................................................................... sap .............. 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AcR%P.; ........................... .......................... ............. ............... ........... .......... .......... ......................... ..... ....... ................... ................... ........................--- ................................................ ............ ................................... ............................ ................. joB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY- DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE fal, Q OTCA SCALE ......................... .......... ....... ............. . ....... ........... ........ ............ ............t .It r...c.>. ........... .......... .......................................... ............................ .............. ... .............. .............. .......... ............ ........ ...................... .......................... ............. ....... 7P ...........%......... ........... 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J. i..............i .......... ......... ........ ......................... ............. ....................... ... ............ ........... .................. ..... 02 ............ ......................... ................. .......... .............. L.1"W............ .......... . .......... .............. ...... ............ ..... .......................... 1.......... ............ I AJ.............................. 8) ........... . .. ............ ............. .............. ..................................... Zed... ................................I............... ............. _4p Z_7......................... ............. . .... ... .......... ............................. JOB 4L bG d TAYLOR DESIGN ASSOC., INC. SHEET NO. 4- of P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY CZ � DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE ia•-S�•vJ[ 6�1 V(- '=21Y SCALE .... ._.... !s Cam_._1»- '"b ` _ .... . icK-- c- -' .......... .. �--t�th�.-�._F T t�. . .1 �.�� > ,� . Cr. .. Zi,� ; 4 4_t...�...:...._. .... .. .. .... �. C.' r .............. ... f �.. .. ............. _.. ...... VF .3 .75- l4S - �2G:Z : a./ass.._ t4+.2 2.,' ! :. T�,v,..v .... ��. .. w�-n.- -r.c t� ..- `7 Zoo..:.... ... r 5_�►q zz. QE x " .. z. w45 . . t . . . . ► ,�78. .. 4., y . _ __ pig ......_.....:_ ._ : _.. _ . .. ...... .�...-.......�..._. .. S � .. ._ - .......... .. . ..._ `:�:.!G... . ............ . .. TAYLOR DESIGN ASSOC., INC. JOB Cj&L2C.A&*,ANQ SHEET NO.. OF- A P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED 13Y------43tr DATE C, Cl TEL./FAX: (508) 790-4686 CHECKED BY DATE L.1-CA 1, C.CrOj-r SCALE .............. ....... ...... ................. ........... ........... ...........- .................. ............ ............ .............- ........... .............. .......... .......... .......... LATERAL TyP- ANCHORBOLT AND 350")<114n PLATE WASHER UPLIFT .... ........... TYP, SpACINCs .............. a SHEA ............. 2X& PT PLATE J'-- ............ .............. ,a aD .......... '4 ..... ......- in MIN, 4*4'4 14 16, -4 01............. q 44 Q-4 10 .......... 4 ............ A*4 `4 A-44. 4 4 ...........-............ -12" FROM END .................. • A-4 OF: PLATES < 4 4 16-4 4 16 & b" .............. V ► • 4f,a ............ A'4 '4 04 4*4 414 ......................... 10 .............. If, 14 '4 A6'4 10 b 1614 A6 14 ............ ............ ............ ............ .......... ,Oft F 2CH AIL ................ L ING ........... ........... .............. ........... ............... .... .......... .......... .......... ......... ............ ........................- ............ ....... ............ .............. ............. ............ .......... ............. ........... ..... ...... ...................... ................... TAYLOR DESIGN ASSOC., INC. S V.-Z S P.O. Box 1313 -4 FORESTDALE, MA 02644 TEL./FAX: (508) 790-4686 PLATE UPL[F'�' STRAP 7 r 14Lt—Cl is e StKP5 °L�G"?v14•Ci DOUBLE TOP PLATE ..... ........................_ r . ...:.... .... ............ _______ HEADER ..........._;..........._ ............. HEADER UPLIFT STRAP REFER TO TABLE 15 ........... ............. .............. t FULL- _..... .... .... HM614T ........... .......... STUD 4 JACLC STUD WMOW SILL PLATE ............. .......... I .. HOLD DOWN _....... ... .......... ' Irlep 1 ............. ._. .._ ........_...._....__.... - ---------- -- - -- ---- • a d a d aa1 ° 4 • a bd • d • iR •..• d • •a b°o D`a . Y 4.0 4°a D a b°o b•o . a b•a b•a ......_........_...._._. ...... o' a D�p 4 gyp' a D y>' Di 'p' 4 D 'p D V a• D gyp• �D• D sp. d• g- S .Q d 4• a d• 4•4• d d• d ... 4. 8 d 0•b h s Qa..� 4� ..................__.................................... ....... . ,l .44a TVP. ANCHOR BOLTS AND, D gyp. ........... d o 0 6 d• d•° �. 3"WXI/4" PLATE WASHER °. d• a ................................. - •a ab•a aD•a dD'a .db•a dd•a D•a r4°a b°a D°a .ab'o ........... _.......... .._............. .......... ......... d p D �d a D sd s D ►� e D s� e D �a• o D �0 A D �o' �D �n D �s p ►p. •.. . ' d d d a ......._................... da• a Dd`a• db 4•s d d•e •a B'o .............:..............:..............:..............:...........................; .......... ..................... • d • d a d • d • d • d • d s a • d •.d • . .. _ D•a D'a D•a D•o D•4 D`a D•a b`e b•a b• D o D a D a D n D a D o D D > D .............._......................_...._... ISTUDS AND HEADERS JOB C 44vCk R.Arry lC. S t DL"`�t TAYLOR DESIGN ASSOC., INC. SHEET NO. �K »� OF__!n P.O. Box 1313 C T' DATE �o FORESTDALE, MA 02644 CALCULATED BY a TEL./FAX: (508) 790-4686 CHECKED BY DATE �j SCALE ............ ............ ...........s_....._..........................._ r-- ..... SIDING ................................- .. ....... TYVEK OR EQUAL ............:....._.......;.. 1/2" SHEATHING SHINGLE -STARTER COARSE SHIN _ - - _...._.;_......._... _................ _. •a� c �� 2x& P.T. SILL ..............._........-.._........_................_............ _._ SILL SEALER d a a ............._........................ ........ i 'a %cRL- 2_�5 ROD '....__.._......... °® ` TOP RING 2" CLEAR ............. ........... - ` G `44 5/8"X12" AN CHOR A D d BOLTS �? 3� O.C. .......................... . .. '4...... .44•n W/3"X3" LUASNES. ............... q o p i i 4 a . D'n JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. 5 V., � OF P.O. Box MA 0 e-t-r 4'- 9-Oq FORESTDALE, MA 2644 CALCULATED BY DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE Z56 -r C A. SCALE NUMBER OF NUMBER O= JOINT DESCRIPTION COMMON BOX NAILS NAIL SPACING NAILS ROOF FRAMING BLOCKING TO RAFTERS (TOE-NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER (FEND-NAILED) 2-16d 3-16d EACH END WALL FRAMINCz TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-I6d 5-trod AT JOINTS STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.G. HEADER TO HEADER (FACE-NAILED) 16d 16d 16" O.G. ALONG EDGES FLOOR FRAMINCi JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-106 PER JOIST BLOCKING TO JOIST (TOE-NAILM) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (-TO=NAILED) 3-I6d 4-Ibd EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (-r-AGE.NAILED) 3.16d 4-Ibd EACH JOIST JOIST ON LEDGER TO 1.3EAM (TOE-NAILED) 3-Sd 3-10d PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d 3-16d PER JOIST ROOF SHEATHINC-s WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.G. 8d lod G" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d 10d 48 EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS 8d IOd 6" EDGE / 6" FIELD WITH NO GABLE OYERWANG GABLE ENDWALL RAKE OR RAKE TRUSS ad 10d 6" EDGE / 61' FIELD W/STRUCTURAL OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS ad 10d 4" EDGE / 4" FIELD W/LOOKOUT BLOCKS CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - '1" EDGE / 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. 8d IOd 6" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8d - 3" EDGE ! 6" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS - "I" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8d 10d 6" EDGE / 12" FIELD GREATER THAN I" lod IOd 01 EDGE / 6"` FIELD GENERAL NAILING SCHEDULE. • JOB C E-{►uC.k.Q.es.n.� Sg.yS�CL� TAYLOR DESIGN ASSOC., INC. SHEET NO. 'SV.-5� OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY C'?-r DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE C SCALE ........... EXTEND HEAt)ER 1 ` ...... ..... T w; .. O #Clf`tC� 5TUC3 <..... ®,� a .•�,: ►t t% r 1 � t�•t1 r ..... W .n� ,• a' V t. . ..... ...... •••- • . t t ....... ............i............ NAIL TOP PLATE .:.............:.......... , , , ...... ..... ..... ...... t ,• , t 1�• . TO HEADER WITH IL ♦t,. 1 .•lit C1"it"1C?N t 1' t TWO ROWS OF 16d .... Sd C 3t1 tt AILS AT O.G. .......................... T 3 O.G.A , . • . . ; . . ...... i!t 1• bell. 2 5/6tt ANCHOR BOLTS WITH 3"X3° PLATE WASHERv 4 1 q d • 4 -•4 99v .......... .+............ • 4 ° d • 4 • d ° d • •4 414 4.4 D•4 d.4 ............._ ° 4 ° C ° 4 • 4 ° Q14 ......................... > . GARAGE NIA IL i JOB ems-vGk- s,rJ Q153_ �+ WI%- TAYLOR DESIGN ASSOC., INC. SHEET NO. 5 O' OF _ P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY cm DATE_ �- 9 -09 TEL./FAX: (508) 790-4686 CHECKED BY DATE �1+ M•-►T SCALE ..... ..... s _...........5.............d.............;............i_........... ..... ..... ..... ...... .,... ..... ..... ...... ..... ..... ..... ....i.... ....�.... ....:.... _....................................._ ...... _... ...... _........ ..... ._....... UPLIFT STRAP ._...........'.............................._.............. ..... ..... ..... ...... ..... ...... ..... -------- _ ..... ..........................P......_..__._._ ............... .;,..._.......i......_.. .._.........r._......>—........._._.._._......_._..d.:.'_—"'i""'-'.... STORY TO STORY i i i i UPLIFT CONNECTIONS ......_.................. .. _. ..... .__ MWiCf20M1 9ftW 205-1 hW JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. �' f OF_ P.O. Box 1313 q FORESTDALE, MA 02644 CALCULATED BY ei DATE "c�—© TEL./FAX: (508) 790-4686 CHECKED BY DATE SCALE . i R(I»zE �aT ...... f , 20 �A .. ....... ....... ti ................................................ .......... .... '� ..... ...... ........... ..... ..... ... ...... ...... � RIDGE N STRAP ; . t � i .................. .................... ................. ............. ..................... ............ .............................. ....................... .......................... ............. ........... ...................... ... ............ ............... .............................. ............ ....................................... ............ ............ .............. ............ ............ ............ ..................... ............... .......... ............. .............. .......... ....................... .......... ..................................................... .............. ............ ........... ............. .......................... .......... ............ ............ .......... ............. ................................. ................ ......... ....... ........................ ..................... ............. .......... .......... P 23 ................................... . 00 ............. .... ........... 0 rn x Z w CA ........... ..................... vv......................... .......... ................ 2- COMMON MAILS' JI HOLD DOWN AT 6" O.O. 0............. .......... .......... m n m CD .......................... .......... ............ in ............. ............ ....................... ............. .................. ........... .......... ............. ........... ............. ............ ................... .......... ........... CORNER STUD HOLD DOWN ............. ............. ...................... ............................................. DETAILS 4 STUDS ............ ........................... .......................... .......................... .........................v .......... .......... .......................... ............. ............ ............ .......... .............. .......... .......... ........................ ............ .......................... .............. .............. ............ ........... .......... .............. .................... ............ ................... REScheck Software Version 4.2.1 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1443 ft2 Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS MIACOMET MODEL BAYSIDE BUILDING,CO. BARNSTABLE,MA Compliance:0.1%Better Than Code Maximum UA:364 Your UA:364 •11,11111111 • . TOTAL CEILINGS:Cathedral Ceiling(no attic) 1443 30.0 1.0 48 FRONT WALL:Wood Frame,24"o.c. 452 19.0 1.0 20 FRONT WINDOWS:Wood Frame:Double Pane with Low-E 92 0.310 29 SHGC:0.31 Door 1:Solid 21 0.280 6 REAR WALL:Wood Frame,24"o.c. 949 19.0 1.0 41 REAR WINDOWS:Wood Frame:Double Pane with Low-E 197 0.310 61 SHGC:0.31 Door 2:Glass 42 0.310 13 SHGC:0.31 RIGHT WALL:Wood Frame,24"o.c. 494 19.0 1.0 27 RIGHT WINDOWS:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 LEFT WALL:Wood Frame,24"o.c. 672 19.0 1.0 37 LEFT WINDOWS:Metal Frame with Thermal Break:Double Pane 36 0.310 11 with Low-E SHGC:0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1443 19.0 1.0 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 06/11/09 Data filename:C:\Program Files\Check\REScheck\MIACOMET.rck Page 1 of 4 i°� REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation . Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ FRONT WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ REAR WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ RIGHT 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: ❑ LEFT WINDOWS:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,.U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: Project Title: NEW CONSTRUCTION Report date: 06/11/09 Data filename:C:\Program Files\Check\REScheck\MIACOMET.rck Page 2 of 4 �]•Air Conditioner 1:Electric Central Air:13 SEER or higher f� Make and Model Number: Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with.a 0.5'clearance from combustible materials and a 3°clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation"R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ej Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the.outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. 0 All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181 B. Lj Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Circulating hot water pipes are insulated to R-2. Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not " in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2 Certificate: Ll " A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 06/11/09 Data filename: C:\Program Files\Check\REScheck\MIACOMET.rck Page 3 of 4 Project Title: NEW CONSTRUCTION Report date: 06/11/09 Data filename:C:\Program Fifes\Check\REScheck\MIACOMET.rck Page 4 of 4 i f 2006 IECC Energy Efficiency Certificate Insulation . Ceiling/,Roof 31.00 Wall 20.00 Floor I Foundation 20.00 Ductwork(unconditioned spaces): =s- 0 Window 0.31 0.31 Door 0.31 0.31 ,s Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: r '. / SMOKE DETECTORS REVIEWED U � Z M ARNSTABLE BUILDING DATE n - - _ - FIRE DEPARTMENT DATE � JN.51 NATURES ARE REQUIRED FOR PERMITTINGrl co Z W rl - _- - = - CARBON MONOXIDE ALARMS La - - - LLI - SACHUSETi5BUILDING CODE - MUST BE INSTALLED PER MAS j U li a FRONT ELEVATION m a SCALE.1/4'.I'-0' r J ` OL - w J W= --- —- w QO — -- Z w Q z0 a 0- a ❑❑❑ u cod w U co J' _C4 w. ® ® �a� U IIIL w nu �w� J SKEET 1 I I V _ L_--J I I I I I I I I I I IL---J 1 REAR ELEVATION I I I I I 1 ( 1 ( 1 i 1 1 1 f 1 ( 1 L—J L—J L—J L—J L—J L—J ,Jog: Og2O SCALE:VA'.P-0' DRAWN BY: KW DATE: 6/10/Og } N N - ° to Ln— � r o El w m ® W EL U m w ° RIGHT ELEVATION (n LEFT ELEVATION I1.1 SCALE.4/16° I'.-O° - � . Q n . 8r.v 7V1N�1'-O• N n 0.4 o w m iu Q Z m ° 12 0. 127 . 2x12 RIDGE_ 0 ws 0 • AT EXTERIOR 90GESAR'IXTERIO 17 K �d0• STOR GE %•'� TOP i'ATE U IR RSO F BERGLASS INSULATION w J' 2W CEILING JOISTS °HURRICANE cUW - Ix8 STRAPPING FASTENERS AT ALL TTP. Z VII•GYP.BOARD RAFTER/TOP PLATE w= JUNCTIONS 1/Y GYP.BD _ N aA Z '2KI 9 1 16 O.C. - S/B°FIRE-RATED N FIRING 4'-O•O.C. GYP.eRD IN FROMGABLETWALL FT'ER a a)Q FAMILY Z ww Z i GARAGE ROOM w 0.T- O i 'PLY FIN U'o •F Q 4•CONC.SLAB 6IBERGLASS ftls � Z to 0 2G S•16 O.C. O J. lu 6 U W �n COMPACT FILL BASEMENT # (2)•S REBAR Q "++ I TOP i BOTTOM J D'-0• 16'-0• . 9 1/2•CIO C.SLAB SHEET A,2 SECTION "A" SCALE,1/4°-I'-0° JOB, 0920 DRAWN BY, KW DATES 6/10/09 42'-0' Ib'-0° Z m 13'-10° - 1V-4° 6'-4° S'-0° - V-0° ~~ Lo N _y a W Lh 00 n m _ —DECK 1 I I TW 2046 O Ln 24 vak66 7io• W rw 24410 Q 2 4 o - I Z 1 � n ^ '. GALS FAMI R v PLnE q !aJ O V FWT CARPI X Q UROU9� 1.1/O'•O CLLOFW I I W open m 7°STEPcr _ I4i_ge AB0VE w �_6. I• i Tw 20o n 116'-O' 24 I/B.66 T/L Q N n LIVINGCO m MASTER BOOM b3 DINING Q N ..:,.. x (•VIAJf O ;• v �' SUITE OAK 1p -OAK - t W Lo - CARPET 1; 2A 1/4'LVL'.ABOVE I? ? \ _ W • 9-LITE �" Z 90412'%97h 21k - m O TW 24410 W/D'CL1.RW .1 3o I '460 7/8 4 m a er L °o �� J OPEN TO 2� TW 24410 U -IN TBATF� ABOVE OAK „ Rio GARdrF - 30 I/B'zb0 7/6• CL I OAK f^be =O 4'CQJD.BLAB U PITCN 2°TO DOOR W J m ABOVE _ I 1/4'LVL'.ABOVE i y 6/B'FIRE RATED Z 1 GYP.BOARD W 1fi i wtD oAK 2a FOYER I.. 2Q....:.1RE RATED W Z 3 ap Z UPCL �n i I W NA a ESK a J nb± k I 1 9 ¢ a � FlREAKFAST I Z 2 1 H W 0. 2 9 n'LVL DR FULL TAIL W OAK ,. 1. �... a - - W/HOLD OOWN9.BBE DETAIL � I x Di 1 9'z I-OVERNEAD DOOR •> 0. a .. N 1 CONCRETE APRON D :j:C11 IL U O W(Vt.) 0 a)F sa o 4'-0° 6'-2' 4-10' 2'-3° 4'-3' 6'-b' 4'-6° 4'-6' 3'-0° 9'-0° 2'-6° 9'-0° I4'-0' 13'-0° 9'-O' b'-0° 14'-0° SHEET FIRST FLOOR PLAN A3 SCALE,1/4•.1'-O' Jae 0920 DRAWN H7e KW DATE, 6/10/09 e I 42'-0° 16,-W N V-6' I5'-10° 15'-4' (D .N N : ^ 0 Lr) a Lo n $ $ o 1.0 2 9 114 LVL HDR - TO - W BEL ATOM TOH �� M u p. d' i IV-4' 14'-0' Q ' o BEDROOM #2 TO• - g BEDROOM #3 k CARPET eo aw� - CARPET hlllll iliil iII illlil II jii I_: N n. RAIL.. �il�i,h� — 5 o TW 2446 3'-B• 3'-6' 6 4'-1' b W n So MIXS6 T/e• OPEN i = m IJI _. EAG� � ' 4466 PKT i BELOW ON RAIL .�,..,..,;,.,,,.,, - «.. _ Z i 2466 PKT OPEN TO� FOYER Z66G • BATH ,• � IM BELOW 'W TILE M d KALK-V 6 PLYWOOD CLOSET TW 2446 CLOSET So I/B5 71W14502 CARPET ® - . j :-°- - -•," "_a FL.oATNGi -- fi _ PLANT SHEI.P S'- 3 Z �_ ABOVE I I t •i TO L 3 FLOATING _ g V IDLE' // - — _ IV1.1 = i - s L�J r-- i -- - -- — Z b - W Z� - — ---- W Z:K Z w W a OXL N� J n U O I4'-0° IS'-O° 4'-6' 4'-6° 9'-II° 6'-2' 3'-11° 6 u •—• 14.y 25-0' 14'-O' W N O J SECOND FLOOR PLAN SHEET SCALE,1/4' A4 .Loa, 0920 DRAWN EM KW DATE. 6/10/09 i • 42'-0' `y N O ______________________________________________ •' � ° >_ L�gt l__-;_RVER SET WINDOW - 3'-10° 4'-a ° 2'-7'- I\�� - --- -� r IOWER - Y 2x10 .FICST i _ (sLh 4.4 P.T.POST �- - - -- . rA _ j a'S0M ANBE'PIERANW KXt I -- _ '_I `� n 1 j 2B'°BIG FOOT'FOOTINf TYP. 1 12 rl 5: O • • i I a 1 DEC Q' K U'LKNEAD + _ _ 4nx7° LEDGE zxla° F I I "1 i I •Ib•o.a L;—i';J I I V - - - -J I 3 10 GIRT I - ----- - I _ W NOTE. 6/8° ANCHOR BOLTS EMBEDDED g SPACED 36'O.C. J t r I n 1 n 12" FROM CORNERS o Brl PKT 41 LEDGE I WASWERS 3'x3'xl/4° I o a • � r — — �I � � p BASEMENT = I -- ' Ong I .ti i 42-b• I NOTE: I i m W 5/8°ANCHOR BOLTS I t I Z '� Lu - EMBEDDED 7° c 11.i 3-2x10 GIR I ?I SPACED%'O.C. i Im I r r[ 1 r .' l _ 1 1 12° FROM CORNERS I M = 1 WASWERS 3"x3"xl/4 r _ LL J L-�IIAM PocKET I I 1 3 1l2O+LLY COLUMI7S 36°x36 AV CONC. PADS TYP. I I GARAGELU 1 ,(i SEAM POCKET ) L a 1 v 1 COMPACT FILL 1 s J I 1 PITCH 2TTO DSO�OIS I 1 aL I I ?I Zv V 1 1 � - � s � • i ",1 1 W J a � I Z— • 1 i p o_ .. i 1• I 9°x46°I6�x8N'C•F" I � Q Z I cs B°�T�9° CONC. WALLS I i 1 N Z N v I _L �) Ib x8 CONT. FOOTING 1 -;I 3 I z I I I Won I L 3-2xIO GIRT - J 1 9TUA`=G.ls ,1 Z QQ Z - 1 DROP FOUNDATI 1 W L Q.:.r. r -- --STEP - 1 i i ---i 10, IL '9 t,6 uIL WO 14'-0' 2B'-0° a-B' 9'-b' � 2'-3' 2'-0' 2'-4' �• 0 . ba-4' FOUNDATION PLAN 31v o�F;$ SHE SCALE,I/4°.I'-0' ,` 5 �B, 0920 � DR4WN BY' KW DATE, 6/10/09 L� N M N UI Ln DGE VENT - - - Q > O 12 12 RIDGE BOARD L 12® RIGID WIND WASH BARRIER REWIRED W ASPHALT SHINGLES AT EXTERIOR EDGE OF EXTERIOR W • / f-6/0'CDX SHEATNMG - TOP PLATE �� Z 12 5v / = W lL 2IV5•I6'O.G. 'HURRICANE CLIP' V / 12 FASTENERS AT ALL - R90 FIBERGLASS INSUL. RAFTER'q12 - JUNCTIONS T1'PPLATE M L .01 2.8S•16 O.C. I I. w X ' 0_ . IXi 9{RAPPING DOUBLE 2112%116'O.C. BLOCKING 4'-0'O.C. 1 ' I 1 GYP.BOARD FOYER SECTION ONLY %4 FIRST TWO JOIST 4 RAFTER SAYS FROM GABLE WALL O n / OPEN Q N n / INTAIN AIRSPACE �R m / O CONT.VENTING DRIP EDGE ,u! N FLOOR CBEDRM9)) c 45 FASCIA FOR SUBFLOOR A 9EDO'D MUSIC r W ALUMINUM GUTTERS AND DOWN SPOUTS - m �yJ 2009 I6_O.C__ - 200'9 li_O_C. ——_— FRIEZE BOARD AND MOLDINGS ',,, Z (2)-9 7/8'LVL'S — __—_— a Q 2.6 EXT.STUDS•24'O.C. m INISH STAIRS I5R 6'F.G.INWL M r. S-2112 CARRIERS 1/2'PLYWOOD SHEATIING w (r) p, - TYVEC WRAP LIVING - FOYER CEDAR CLAPBOARDS IN FRONT m W.C.SHINGLES SIDES 6 REAR . lo'-0' V-2'., 12'-10' W PINISU FLOOR J PL7 9UBFLOOR - V 'FIBERGLASS INSUL P.T.2XB SILL SILL SEAL XP.T. 1r1.5 i I6 O.C. 2t1OS 0 16'O.G. 2><IOS 0 16'O.G. ANCHOR AT S'MAX - 3-202 GIRT V P.T.200'9 GIRT I TAIR9 BR W J 12'DAP'90N0 TPOSTUBE' 5-2112 CARRIERS 28'ew Four �1 h ,� SASEMENT D°nn-P�RDOF`A"`aEia"'vi1scRADE 4.4 w L_J - C2)115 REBAR Q(—N _ TOP 6 BOTTOM NZ+( 5 1/2'LALLY COLUI'1NS - 14'-0' I4'-0' ku a Q B W CONC.SLAB . ._ .-.. .. .... ..._............ _ ....-. _.. Z QQ W W Z I E o "-4 as u co L u SECTION "S" z N� N SCALE: 1/4' i-0 V , W 6 _C J SHEET A(o JOB. 0920 DRAWN BY. KW DATE, 6/10/09 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM A I / L DATA IIIIIIII�IIIIIIIIII�sIp1IIIIUII V � � ��� �� � � � i 11061 l 3 r IIIIIIIIIIII I, 'I'I'I �I�I'I�'�I'1 cat[-iaGi�]c� - G•-�r•�ncrre - . 'ru-tncu s.� E'u7F3��7[�c� �7 g ,yV 3 ,�• Jam, ('�r �'. 9 j•i� ,� i.,: ta, y fi +5 S 1 OM 1 • i �� � : �������������III����������������..�.� .��:� ., • . STAGGER NAILIN INTO BOTH PLATES _ 2+6 DEL TOP PLATE - 2 b DBL TOP PLATE - - EXEND'DR TO CORNER 2.6 DBL TOP PLATE m cm • r. A-_ - FULL STUDT.STUDS _ �M SIMPSON SP4(20 GA U ) - ^ ` n Q U4 in NAIL TOP PLATE .. .. TO BTM OF HDR • .e .. - - W/2 BROWS OF 16d NAILS r O 3°O.C. VERTICAL .• . w 1 STRUCTURAL PANEL • * STRUCTURAL PANEL HEADER i CONTINUOUS HEADER. J n NAILED ed COMMON-- NAILED 5d COMMON �N 0 B.O.C.EDGE * O MULTIPLE OPENINGS « AND 12"IN FIELD HEADER ®3°O.G.EDGE AND FIELD N Q .. FULL HGT.STUD - _ LL Q^ PDR UPLIFT STRAP - ACK STUD REFER TO TABLE 9 `DOOR TRIMMER STUDS ,,, LW WiNDOA PLATE SILL ° -Z ... 1�1 ILt{ 5/5'ANCHOR BOLTS 2-5/5'ANCHOR BOLTS STAGGER NAILIN - w/V.W PLATE WASHERS w/V.3°PLATE WASHERS Q SIL INTO BOX AND L -n L _ 12 GA.ANCHORS TYP Mi T i x 4 W. STUD ff HEADERS NARROW WALL BRACING AT GARAGE DOOR M S 0=. - , SILL TO PLATE Lu/ WOOD.STRUCTURAL PANELS'. SCALE:N.T.S. : 'O s.SCALE:N.T W : . . SCALE;N.T.S. JOINT DESCRIPTION OF NAI ..III- NAIL ePACING cmoroN ralLs "uLe W ROOF FRAMING . -` BIA]CING ro ro RArreR tEND RAFTER(roe rulLmT. - 2btl .r G-Im eAu eao - eu,ILED E-Iw E-Im EAa END V _ • - WALL FRAMING - W rm AT INTeaEKfw»(PACE NAILED)' 4-Iad 0-Im AT JOINre V 2K STUDS 0 16 O.C. X.r0—(PAGE NAILED) O-Im G-Nd aa•OD. - W TO HAOLR HU�DGR(PAGE NAILED) m - Md O4.O.G ALONG®GEfi - - FLOOR FRAMING JDIBT T'O BILL,TDr PLAre Ca.GIRDER(TOE N41L®) 4-0d 4-Wd PeR=ST BLOCKING TO JOI6T(ME NAIL®) e-m ¢-Im EACH END Z 3 BLOCKING TO BILL OR TQ PLATk—"AILED) -Nd 4-Im PJOI B{L\]C - W•QI�/O� LLDGER BTIOP lb BEAEI OR GIRDER(PAC!NAILED) !-Im MIEd GW Jax - �UI.q. • . a"LeDGse TO BCAM[roE N41LeD) E-m a-Idl PER Ja6T Q (./ BAND JOIST TO JaBT(Ew NAILED) E-Im 4-Im PER Ja6T - Bow.lax ro Blu oR raP Pure[roe NAILm) O-uD a-ua Poe root Q W W 'J e. ROOF SHEATHING WOOD STRUCTURAL PANELfi Y L� Itl'I" _ RAPTCfB OR rRUeO®BPAGID W TO LL•OL, m Im 6'lnr.ElY P16D U co~ 0 RArrenfi oR rRUGECB EPACEp avER If'O.G. m wG 4•---P— _ , Gash m+ownu RAKE oR RAKa TRUEfi"✓E CABLE o/seuNG m loa s eDGvb nm.D e MSTiA®Ib"O.C. _ GABLE G+DWALL RAKe OR RAKG TRUBB wI BTIeUCTURAI. m im Y lOGVi•nO.D U O WLLE WDWsu RAKe OR RAKE TRUE-w/LocKDur atones m Im 4•E 41-r10A W cli 6 ' CEILING SHEATHING FZ" - GTPBWI wAu.eoARD m CmLm+9 r®GPna'PIeLD. � .. WALL SHEATHING Q WOOD STRUCTURAL PANEb J 6Tuw twAceo UP ro w•oc. m lad v eDGPJIT HELD - X•AND 9(,{FlBCf✓aOARD PANeL6 m - B'EOGC/b•FlO.D X'a--WAH90ARD m Ca4eR8 T•eDGEm nm SHEET FLOOR SHEATHING /� ®FLOOR TO FLOOR CONNECTION W0OD8TM0CT�^LP4N°' 11 B 1'Qt LP9S m Im 6'ECGE/1•FIELD 1'—\SCALE:N.T.S. GRHATBt TITAN I' qG Im 6•mGL/'Flp.D ' JOB, 0920 - DRAWN BY, KW DATE 6/10/09 Page 1 of I Mckechnie, Robert From: R. TAYLOR [gregtaylor1@prodigy.net] Sent: Monday, July 06, 2009 11:07 AM To: Mckechnie, Robert Cc: Kevin Werner Subject: Bayside Lot 29 Chuckran Mr. McKechnie, During the design of the subject property, I reviewed the floor openings and found that the floor diaphram as designed is suitable to transfer the lateral loads to the resisting elements. The design as provided to the town of Barnstable, meets the requirements of the Ma. Bldg. Code 7th Edition. The detailed metal hold downs, as provided by WFCM were provided as good practice, but not required with properly nailed plywood sheathing. If you have other questions, please let me know. Thank you, R. Gregory Taylor P.E. Taylor Design Assoc. Inc. v I/D� �vv 7/6/2009 `oFTHE Tp� Town of Barnstable BARNSTABLE. : -. Regulatory Services ices MASS. i67q. �0� Building Division prFD MP'�s 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location C I f S 14 11-LPermit Number 3. Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: L-A L L&y �oT-Tn trt S - r-s S sty �ry� o % L V L. oS rP -T )f' 77 G- l� Please call: 508-862-4038 fai re-inspection. Inspected by Date I TempParcelEdit Page 1 of 1 ✓s1 a � � « r r �� � - i ��k t per. �� � "" � !y r .- � �� "�✓ „a ��� �� v� �l�yffr � ✓7�s..:s r^�i s. ✓ :� �'� a3«`' rn Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. - New Parcel Detail New Mapparcel: 002 002 029 } Street Number: 258 Unit Dev Lot LOT 29 Road Name: PHEASANT HILL CIRCLE �. R Sec. Road: T/R ' Villlage: ;07 - COtUIt Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: .. Updated: UTM1tb% Delete dAn they e http Hissgl2/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Ma., 02635 Location: Lot 29 Pheasant Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C 0 FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. 0 Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 O Deed .Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 0 Deed Book 22249 Page 282 . Phone '— (508) 77177502 Fax — (508)-771-7622. ,lob Number: 2005-214 Scale : 1" 20' 06-29-2009 r, �a (0 co Qa o 40" 28 - s s3, , c, CVS3. O ^• co _ _a�f>,=_-y"'= =�`--�----=rev-'_--/�_ -�---_� ..-.-,;:--.__• - ----- --- - - - _ -— --- - __ _-: ---.__.. .- _ Q O Q 2 � oQ.� � �y• Z J � J=•OOP. o / - N ���� /i o �ry O Q 4,0• Q Q O = o. A co 0 a1 at m o LOT 29 zs8, 10,702f S.F. Qf w 0.25f ACRES w Z NLn Ln y L07 w� o . 30.. (o .� . W caCD n It co O "Er op - z - - CD w I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF ADA > BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO Al' PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN AJaw r SPECIAL FLOOD HAZARD AREA. Ln o THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. �!a o / U o REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE o . GENERAL NOTES: I. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DDM THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN ACE:C. (AREA OF CRITICAL ENVIRONMENTAL 00 � CONCERN SITE WITHIN AN AREA OF ESTIMATED Q MWAT OF RARE ��' WILDLIFE PER NHESP MAP OCTOBER 1. 2006 "ESTIMATED Z MWATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS rr PROTECTION ACT REGULATIONS (310 CUR 10).' SUE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP MAP OCTOM 1. 2006 'CERTIFIED VOW POOLS." SITE 6 NOT WITHIN A PRIORITY WIWTAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HAWATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSE TS ENDANGERED SPECIES ACT, REGULATIONS (321 CURIO) SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE PROTECTION AREA L � i W. / CONSTRUCTION NOTES: 1. ALL GENERAL CONSTRUCTION N01B ON SHEEP C-2 FROM THE SUBAASION PLANS FOR COTUff MEADOWS, DATED 10 -.L S.F. PROVIDE )BAS' DIA. x f 6' DEEP 6/25/07, SWILL HEREBY APPLY TO THIS SUE PLAN. LEACHING,BASIN w/ 1 STONE 2. ALL GRADING DRAINAGE AND UTILITY NOTES ON SHEET C-5 FROM O.Z�f AC�E� \ s SURROUNDING (OR ALTERNATE '' � , %� re• EQUIVAIMT CONNECT ALL ROOF : THE SUBDIVISION CONSTRUCTION PLANS FOR COTUR MEADOWS, �' DATED 6/25/07. SWLLL HEREBY APPLY TO THIS SUE PLAN 65.0 x ti r� ab~F Dq#YNSPOUTS TO LEACHING �/ 3 SEWER BUILDING CONNECTIONS: BASIN - MIN. COVER SHALL. ni SMH #16 f1MH��E!44 , BE 3 FT / .S3• o \ i R=58.54 R=5$.44 i - SEf CLEANOUTS AND MAINTAIN CL&4ft ICE FROM OTHER o A� s3• ` \ I=51.24 SM111 UTILITIES AS REQUIRED BY BARNSTABL.E DPW. I=51.19 SMH15 ' / - W41MUM SEWER SERVICE CONNECTION SLOPE SHALL BE 21x 64.5 case m / 65.5 x 'db 4 0 terry / ' t / ♦ 55.9 3S �ry � ' spry. \i Cotuit Meadows Subdivision SAY S eel�. ,i , ^ 7. %k .,� Cotuit-Barnstable, Massachusetts 65.0 z0. x PREPARED FOR o 0 65.0 - COTUIT EQUITABLE HOUSING; LLC ° 1 k P. O. Box 95 wk 6 Centerville, MA 02632 6. TITLE IV ,� 1210 ,��' , 3 w R=56.5° Site Plan ' Lot 29 Pheasant Hill Circle VEGETATED 12' DEEP C.F. RAGNE)' ,- , ' BA T ER NYE ENG�EiW.�G & S V R VE i I �G (250 . STORAGE) R/CG i' �' �� �'�` ;,� TOP-64.0/@0 fTObl-63.0 �46 20140 a oMH�3 Registered Professional R=58.3s Engineers and Land Surveyors �� zH of kq 78 North Street,Ad Floor,Hyannis,MA 02601 �� m Phone-(508)771-7502 Fax-(508) 771-7622 8 ° N 20 p 20 60 F s �STE�NG���� 10NAL E SCALE IN FEET SCALE: 1" = 20' DATE: 6-12-09 REV DATE: REMARKS LOT 29 DRAM THAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214