Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0350 PHEASANT HILL CIRCLE
Town of Barnstable .� -. t POst This Card So That it is Visible From.the Street Approved'Plans-.Must be Retained cim and this Card Must be Kept Shed 'Posted Until Final,Inspection HasBeen Made.: • �Wh;ere a Certificate of:Occupancy is.Reci red;such Bwldmg shall Not be Occupied.until a'Final Inspection has been made Registration. Registration Number: B-20-1247 Applicant Name: FILIAULT, BONNIE P Approvals Date Issued: 05/29/2020 Current Use: Structure Permit Type: Building-Shed-'.Residential-200 sf and under Expiration Dater 11/29/2020 Foundation: Location: 350 PHEASANT HILL CIRCLE,COTUIT Map/Lot: 002-002-038 _ Zoning District: RF Sheathing: Owner on Record: FILIAULT, BONNIE P ) Contractor Name's�, Framing: 1 Address: 350 PHEASANT HILL CIRCLE Contractor License: 2 COTUIT, MA 02635 - " ' Est. Project Cost: $0.00 Chimney: Description: Install a 6'x8'shed Permit Fee: $35.00 Insulation: I y; Fee Paidt( 535.00 Project Review Req: 6'x8'shed location: MUST MEET ZONING SETBACK REQUIREMENT 15'SIDE/REAR. y Date: Y 5/29/2020 Final: 6 Plumbing/Gas Rough Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after:issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. a The Certificate of Occupancy will not be issued until all applicable signtures`by°the Building and Fire icials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: k Service: 1.Foundation or Footing - .-` 2.Sheathing Inspection Rough: . 3.All Fireplaces must be inspected at the throat level before firest flue lining-is installed" 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. Health ?ersons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable ` 'THE uildin F r B ' �o ati g Department Services , NP �� Brian Florence, CBO * BARNSPABLE, Building Commissioner SCANNEDy MASS. �A 1639. 0. 200 Main Street, Hyannis, MA 02601 CEO MP'� www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 PERMIT# FEE: $35.00 BUILDING DEPT. SHED REGISTRATION MAY 1 2020 RESIDENTIAL ONLY' 200 square feet or less TOWN OF BARNSTABLE Location of shed(address) VilTage \` A 7 - . �AAA,Ju i Property owner's name Telephone number Size of S ed ' Map/Parcel# E-Mail 40 1, I Aignature Date Hyannis Main Street Waterfront Historic District? (� 1 ` Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg , REV:08/6/17 r MORTGAGE INSPECTION PLAN (THIS PLAN WAS NOT CREATED FROM AN INSTRUMENT SURVEY AND IS FOR MORTGAGE PURPOSES ONLY, MACDOUGALL SURVEY WILL NOT ASSUME LIABILITY FOR ANY OTHER USE). N • S V��, OPEN SPACE #350 _ O SS6•, , >>s, (LOT 38 tX-Y LOT 39 oC • (� �•ems . I CERTIFY THAT THIS MORTGAGE INSPECTION PLAN WAS PREPARED IN ACCORDANCE WITH 250 CMR SECTION 6.05 OF THE MASSACHUSETTS RULES & REGULATIONS FOR THE PRACTICE OF LAND SURVEYING. THE BUILDING SHOWN IS NOT AFFECTED BY A SPECIAL FLOOD HAZARD AREA AND DOES __ CONFORM TO THE LOCAL ZONING BY-LAWS IN EFFECT AT THE TIME OF CONSTRUCTION WITH RESPECT TO SETBACK REQUIREMENTS OR IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASSACHUSETTS GENERAL LAWS CHAPTER 40A SECTION 7. REFERENCED DEED SUBJECT TO AND WITH THE BENEFIT OF ALL RIGHTS, RIGHTS OF WAY, EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, IF ANY THERE BE AND INSOFAR AS THE SAME ARE OF LEGAL FORCE AND EFFECT. s TOWN: COTUIT DATE: 07/31/19 r ` APPLICANT(S): BONNIE P. FILIAULT CERTIFY TO: FAIRWWAY INDEPENDENT MORTGAGE CORP. SCALE:' 1"=30' OF N TITLE REF: 24533 247 ASS 4 MacDougall Surveying . a q PLAN REF: 617/74 EDWARD oyG� FLOOD ZONE: 'Y' & Associates A. COMMUNITY PANEL: ' P.O. Box 2428 STONE N 25001CO539J Mashpee, Ma: 02649, 8 DATED: 07/16/14 PH. (508)419-1086 �^ CELL. (774)327-0617 s NA LANo email: macdougall survey JOB# 11262 @comcast.net L r: �iti ts Town of Barnstable Building Department - 200 Main Street 9 MAC. �, Hyannis, MA 02601 i63� . (508) 862-4038 RFD Mf►�A Certificate of Occupancy Application Number: 200903860 CO Number: 20080458 Parcel ID: 002002038 CO Issue Date: 12/15109 Location: 350 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE.OF OCCUPANCY RES ;C Comments: L. Bui n epartment Signature Date Signed IMEr, TOWN OF BARNSTABL� � .� ti . ull ing °•� Application Ref: 200903860� BARNSTABLE, Issue Date: 08/21/09 Permit 9 MASS �p 1639• Applicant: BAYSIDE BUILDING INC AFD MA'I a Permit Number: B- 20091503 Proposed Use: DEVELOPABLE LAND Expiration Date: 02/18/10 Location. MO PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002038 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING, INC . S Village COTUIT (3) ~ App.Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 e Remarks r• APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A.3rtBErDROOM RANCH WITH-AN-ATTACHED ✓ THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR.GARAGE � � ' INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered b : RM Buildin Permit Issued B : { up Y g Y THIS PERMIT CONVEYSNO.RIGHT TO OCCUPY ANY STREET;•ALLY OR SIDEWALK"OR ANY'PART THEREOF,,EITHER'TEMPORARILY OR'PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY',NOT SPECIFICALLY PERMITTED.UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES:AS WELL AS DEPTHAND.LOCATION OF PUBLIC SEWER$MAY,BE•OBTAINED FROM-THE DEPARTMENTOF PUBLIC WORKS:;; THE ISSUANCE.OF THIS PERMIT DOES 90T RELEASE-THE APPLICANT FROM THE CONDITIONS OF<A`NY.APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. t 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. ; 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1� 1 9.0 6�6 f p� 9 �n 1� ) 0710 7 i2 JKc 3 1 Heating Inspection Approvals Engineering Dept Fi eDe �IyQC ,,,Z 2- n� Z �-A Board ofHe n C l L POO*% A7 Af i" 117073 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r- Map �? Parcel �Z �-4 Application # (7 S Health Division Date Issued Le 7 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 350 Pheasant Hill Circle Village Cotuit Owner Mark Thomas Address Same Telephone 508-681-8088 Permit Request Duct insulation, R-10 rigid fiberglass insul of kneewall R-21 insulation to open attic Square feet: 1 st floor: existing ro osed 2nd floor: existing proposed Total new .q. 9-proposed 9 p p Zoning District Flood Plain Groundwater Overlay Project Valuation 1828.50 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ 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 _new 9 Total Room Count (not including baths): existing new First Floor Room Court Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other '" °> Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woodA oal sto. ❑ �s ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑Txisting " I new size_ v rn Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - - - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �°" - •--- Name RISE Engineering Telephone Number 401-784-3700 EXT 161 Address 1341 Elmwood Ave, Cranston RI 02910 License # 100459 Home Improvement Contractor# 120979 Worker's Compensation # 3730961-01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO RI Resource R ov y SIGNATURE DATE Erik Nerstheimer for RISE Engineering r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED I r MAP/PARCEL NO.: _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: r;!FOUNDATIONS: - FRAME INSULATION.° FIREPLACE ELECTRICAL: ROUGH FINAL rA PLUMBING: ROUGH FINAL -GAS ROUGH r FINAL FINAL BUILDING,; `. lo IZ,i :i DATE CLOSED OUT x ASSOCIATION PLAN NO: Ik , r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Mass. 02111 y www.mass.gov/dia Workers' C0111pensation Insurafice Affidavit: Bui➢ders/Contracto>r°s/Electeieians/Plumbers Applicant Information Please Print Legibly Marne(Business/Organization/Individual): RISE Engineerins a division of Thiel ch Engineering Address: 1341 Elmwood Avenue City/State/Zip:_Cranston, RI 02910 Phone#: (401)784-3700 or. 1-800-422-5365 Are you an employer? Check the appropriate box: Type of.project(required): 1. I am an employer with "4. 0 I am a general coritracior and I `6.D New construction. employees(full and/or part time).* have hired the sub-contractors 2. 0 I am a sole proprietor or partner- listed on the attached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have 8.0 Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance comp. insurance. 1 9. ❑Building addition required] 5.0 We are a corporation and its 10: ❑Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their myself 11. ❑Plumbing repairs or additions y [No workers' comp: right of exemption perm MGL insurance required] t c. 152, § 1(4),and we have no 12. 0 Roof repairs 1 employees. [no workers' 13.-N Other Insulate comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ' $Contactors that check this box must attach an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ The Preston Agency Policy#pr Self ins.Lic.#: 3730961-0) Expiration Date: 1/1/12 Job Site Address: City/State/Zip: 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 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 $250.00 a:day against violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certi and the ns enalties of perjury that the information provided above is true and.correct. Si nature: '' Date: Print Name: Erik Nerstheimer Phone#-(401)784-3700 or 1 800 422 365 x l33 Official use only Do not write in this area to be completed by city or.town official City or Town: Permit/license#: IssuingAuthority(circle one): 1.Board of Heath 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: r' OP ID: 31 CERTIFICATE OF LIABILITY INSURANCE DATEIMVYI 12/30/1Y0/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEWTHE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. - - PRODUCER 401-886-8000 CONTACT , NAME: The Preston Agency,Inc. 401-886-1700 PHONE FAX 1360 Division Rd Suite 303 L/C-No xt: AIC No): PO BOX 810 ADDRESS: - PRODUCER THIEL,1.. East Greenwich,RI 02818-0810 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Thielsch Engineering,Inc INSURER A:Zurich-American Ins Co. Thielsch Group Inc. NSURER B-:American Guarantee&Liability Hi Tech Realty Inc. INSURER C:North American Capacity 195 Frances Avenue � ' Cranston,RI02910 INSURERD:Hartford Insurance Company INSURER E INSURER F: - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DDLSUBR LTR TYPE OF INSURANCE - POLICY NUMBER EFF MM POLICY IDDNYYY MMIDDIYYW .LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000100 A X COMMERCIAL GENERAL LIABILITY 3730962-01 01/01/11 01/01/12 DAMAGE TO PREMISES RENTED $ 300,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X JECPRO- LOc Emp.Ben. $ 1,000,00 AUTOMOBILE LIABILITY' - - COMBINED SINGLE LIMIT . A X ANY AUTO 3730963-01 •01101/11 01/01/12 (Eaacddenq $ 2,000,00 ALL OWNED AUTOS BODILY INJURY(Per person) $ - BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ NON-0NMED AUTOS $ $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE .$ 10,000,00 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,00 DEDUCTIBLE UC-4857188-00 01/01/11 01/01/12 $ RETENTION $ $ WORKERS COMPENSATION X` VbC STATU- OTH- AND EMPLOYERS'LIABILITY YIN - Y R -A ANY PROPRIETOR/PARTNER/EXECUTIVE 3730961-01. 01/01/11 01/01/12 E.L.EACH ACCIDENT $ 1,0 OFFICER/MEMBER EXCLUDED? � 00,00 NIA _ (Mandatory In NH)I es,describe under E.L.DISEASE-EA EMPLOYE $ 1,000,00 - f - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 C Professional Liab IDVL000026800 04/01/10 Prof Liab2,000,000 D Leased/Rented Eqp 02UUNTD5678 01/01/11 [N-i-01/11 01/01/12 Equipment 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD.101,Additional Remarks Schedule,if more space is required) - CERTIFICATE HOLDER CANCELLATION TOWN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN L r ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. r ACORD.25(2009/09) The ACORD name and logo are registered marks of ACORD NOTEPAD i THIEL-1 PAGE 2 INSUREDS NAME Thielsch Engineering,Inc OP ID:31 DATE 12/30/10 QQ 9r; ' RIE Engineering a division of Thielsch En ineerin9 Inc. �a keli AssociaCes I a divisio f MIT h ineenn ,Inc. N A Laboratory,a ivjsjon o ielschh n In6erjn ,li�c. EEgg aabbonto . aivi �qn oh�gglI chn In OAT Inc } AL6 En inee 'n division of Thjglsch ineeFir�q,inc. Water Ma�iageme��gervices,a division of �gelsch Engineering,Inc., f Fr 91te Off e o �onumerAawn mess- e u anon - g 10 Park Plaza Suite 5170 M Boston, ssachusetts 02116 Home Improve ontractor Registration Registration: 120979 TVpe: Supplement Card` ' z T w Expiration: 3/25/2012 THIELSCH ENGINEERING. ERIK NERSTHEIMER J ro 1341 ELMWOOD AVE. CRANSTON, RI 02910 q � 'Update Address and return card.Mark reason for change. Ej Address 0 Renewal Employment Q Lost Card DPS-CA1 io 50M-04104-G101216 • �le �am�mon�.ireall�t o�./�aaaac`u..ae�la "• -, Office of Consumer Affairs&Bu iness Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration��Dq?9 Type: 10 Park Plaza-Suite 5170 Expira 12 Supplement Card Boston,MA 02116 THIELSCH ENC ( ERIK NERSTH 1341 ELMWOOD CRANSTON; RI 029 f � Undersecretary Not valid without signature a Licensee Details Page 1 of 1 The Official Website of the Executive`Office of Public Safety and Security(EOPS) 5 i Mass.Gov Home Public Safety Department of Public'Safety Licensee Complaints License Type Construction Supervisor License# 100459 Restriction WSI Name Erik Nerstheimer City,State,Zip North Scituate,RI,02857 Expiration Date, 3/28/2012. Status Current No complaints found for this Licensee. Back To Search • ;rx http://db.state.ma.us/dps/licdetails.asp?txtSearchLN=CSL 100459 1/7/2011 J y NAT-24531 - 1 x. i k Control No: 3 4 2 4A THE COIMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR DIVISION OF OCCUPATIONAL SAFETY Jr( 19 STANTORD STREET,BOSTON,MASSACHUSETTS 02114 LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER- . RISE Engineering A Division of-Thielsch Engineering, Inc: - .' 1341 Elmwood Avenue ' Cranston, RI 02910 WAIVER: LW000672 EXPIRES: April 15,1015 IN ACCORDANCE WITH M.G.L. C. 111, § 197(B)(b) AND 454 CMR 22.03(3)(b), THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER IS ISSUED BY THE DIV. OF OCCUPATIONAL SAFETY TO THE CONTRACTOR ABOVE FOR THE PURPOSE OF PERFORMING LEAD-SAFE RENOVATION WORK.' THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER MUST BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH M.G'L. C. 111, § 197B(b)AND 454 CMR 22.04 WHEN PERFORMING LEAD-SAFE RENOVATION WORK. HEATHER E. ROWE,ACTING•COMMISSIONER LJ i Printed on Recycled paper j RISE ENGINEERING Federal ID#OM405629 RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,R102910 . (401)784-3700 FA%(401)784-3710 CONTRACT Page 1 , - - THIS CONTRACT 1.4 ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER PHONE * DATE Client# Mark Thomas (508)681-8088 03/25/2011 117073 SERVICE STREET - BILLING STREET I 350 Pheasant-hill Circle 350 Pheasant-hill Ci SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP i Cotuit,MA 02635 Cotuit,MA 02635 40B DESCRIPTION RISE Engineering will provide labor and materials to install 2.25"R-10 semi-rigid fiberglass board insulation to 180 square feet of kneewall area. $486.00 RISE Engineering will provide labor and materials to install a 7 layer of R-23 Class 1 Cellulose.added to 1330 square feet of open attic space. $1,330.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount.:Currently,for eligible * measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year.,, -$1,362.00 _C) . BOA' APR 14 2011 WE AGREE HEREBY TO FURNISH SERVICES•COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Four Hundred Fifty-Four&00/100 Dollars $464.00 UPON FINAL INSP N 0 APPROVAL BY RISE ENGINEERING.CUSTOMER'AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF 1%WILL BE CHARGED MONTHLY Old ANY UNPAID BALANCE AYS.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING;AND CONTRACTOR REGISTRATION. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES' ' AUTHO IG CEPT E TURE-RISE ENGINEERING CUSTOMER AC �J NOTE: �.MA�BE WITHDRAWN BY US IF NOT EXECUTED WITHIN e DATE OF ACCEPTANCE /`o"'"4"7 /v. 07a j ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED To DO THE WORK DAYS. - AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE Cam ] Q C oOHIM [F= [R APR 20 2011 R I .S E -- _ - ENGINEERING " 1341 Elmwood Avenue,Cranston,RI 02910 -' - TO ' '` �� . CHANGE ORDER NO: ADDRESS DATE PHONE Sog 10 JOB NAME AND LOCATION JOB NUMBER t /j �a3 DATE OF E ISTING ONTRACT 3 ZS ° a �1115 4 b)'t e !Yt YG 4 h t 5 �.I ;( h Zt Note: This revision becomes part of, and in conformance with, the existing contract. WE AGREE hereby to make changes as specified above, at this price PREVIOUS Date +,�(, ' 2 ' / CONTRACT AMOUNT / O/ (AUTH IZED SIGNATURE) REVISED / CONTRACT $ TOTAL ACCEPTED:The above prices and specifications of this Change Order are satisfactory and are hereby accepted. All work to be performed under same terms and conditions as specified in original contract unless otherwise stipulated. DATE / SIGNATURE 1_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Maps Parcel © 621 d Application # Health'Division Date Issued ;-.1-4,4 86f Conservation Di Xion Application Fee 1 Planning Dept. 6P ie kI, 6 e>� O��o�� Permit Fee ' T Date Definitive Plan Approved by-Planning Board oV— Historic,- OKH — Preservation/Hyannis NJ = " s Project Street Address 3 SCE PH 19x' l 9 I L ! C.!!de_4-9 Village C 07 U G J Ownera7t)r 97df//? 11005/4)a L,L: Address 130k .S 7 V Telephone 7 d � Permit Request '�(J 6O NS7-,eO C/ 19e 16467©14" �lwc// W ITAI ?V-1, a, C t3 2 6/9 e qc F Square feet: 1st floor: existing . �proposed 17, 2nd floor:'existing proposed N�� Total new ��Z Zoning District Flood Plain C. Groundwater Overlay 14/3 Project Valuation`T da'o' II00 Construction Type W 610:) Pe Y9 ME Lot Size l 3 i it 96 Grandfathered: ❑Yes 2f' o If yes, attach supporting documentation. Dwelling Type: Single Family 'M' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ZNo On Old King's Highway: ❑Yes I<o Basement Type: Zull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) /7.7 Y Number of Baths: Full: existing new a�l 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: M Gas ❑Oil ❑ Electric ❑ Other `P 7 Central Air: 9"Yes ❑ No Fireplaces: Existing New / Existing woo al stovo,❑Y 2lo t�7 Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0-existing 2-new—size_ Attached garage: ❑existing Ua new size _Shed: ❑ existing ❑ new size _ Other: 1 aW Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑Yes 9 No If yes, site plan review # Current Use -V A1'T Ly? Proposed Use 5/ (o'L�' In It Y Rlr5-i:DWNC _ APPLICANT INFORMATION co (BUILDER OR HOMEOWNER) Name ATE Telephone Number `771 o /d VO Address License e2wl-3.2 Home Improvement Contractor# Worker's Compensation # IYer 0073 YQ 6 — X0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE yc%', _�i�'" / y— DATE I` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MIP'/PARCEL NO. z ADDRESS VILLAGE ' OWNER DATE OF INSPECTION. n0y a FOUNDATION D K f> h�i4a[.3 FRAME . ay. c k 9 f 'ce�t 9 INSULATION s FIREPLACE ELECTRICAL: ROUGH FINAL 4. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 417/oT DATE CLOSED OUT ASSOCIATION PLAN NO. r o�TM r Town- of Barnstable Regulatory Servjces MASS, , Thomas F. Geiler, Director prod ",0� Bui.Tding Division Thomas perry, CBO,Building Coinxnissioner 200 Main Street, Hyannis,MA 02601 www.town.barns-ta ble.ma.us /,` Officer 508-862-4038 Fax: 508-790-6230 PLAN REVIEW. Owner: d 1l;Wr Map/Parcel O.O Z OO Z 03 e Project Address 35D Gb&,",vd-�G/%' Builder: The following items were noted on reviewing: iteeA e-P e Pe r 4, ee4j ,-r a r v1 a <W Le very armor ► �l C�h�2eGryv G �e enoc logs ��- /'4,(er CeC7, "s r�•ars' .1w-rsiecd- W. y • .�i^�.7� 0o rch rwu:s� nc ee"'� Lci nit c o�[e t u-t e2�5 3 r /' ��'n w a�v o r er raw,ccUW Garu e se �e se P�� �T s aum Of< T see i^ac� . 0?0 At�h dpc A-S . --1 0 / Gl.¢55 e cclrPa� . lc9!h�ozcl / tc� / 7 K Reviewed by; dGo� Date: D Q:Fo=:Plnrvw Bayside Building h1c. Certiiaca.t'es of osurance 2009 Sub Contractor Gcncral Liability Workers Comp All Cape Garage Door 6/1/04 6/1/10 6/1/04 6/1/1.0 Aluminum Products of Cape 8/15/04 8/15/10 8/1.5/04 8/1.5/10 Baxter Nye Engineering & 8/11105 8/1.7/10 8/20/04: 8/20/10 Bo1lolot6 Construction 3/7/04, 3/7/1.0 3/7/04 3/7/10 William Campbell " 8/26/04 8/26/1.0 7/.13/04: 7/1.3/10 Cape Cod Marble & Granite 7/1/05 7/1/1.0 8/16/05 8/16/10 Cape Cod Ready Mix Inc. 1/.1/07 1/1./1.0 1/1/07 1/1/10 Cape Concrete Forms 6/5/07 615110 . 12/7/07 . :1.2/7/09 Carpet Barn Inc 1./1/06 511110 1.11.105 1/1/10 Casella Waste:Mann ement 4/30/08 30 0 , Robert Chaves 8/13/04 8/13/1.0 12/17/04 1.2/17/09 Coy's Brook,Inc 4/24/04 4/24/10 9/21/04 10/1/10 Davids Buildit.7b & Remodel 01/01/08 1./:L/10 6/14/04 8/14/10 D.P. Fucc.i.l.lo Construction Inc. 10/20/06 , 1.0/20/1.0 10/20/08 1.0/23/10 Govoni;Land Services 5/31/04. 6/22/10 7/4/04 6/22/.1.0 Hill Construction 04/29/07 4/29/10 8/14/04 8/14/10 In P1ace/DM Design 1/20/04 1/20/1.0 2/18/04 2/18/10 JAG Cleaning Corp, .M;&M 5/7/04, 4/2/10 . 8/25/04' 5115110 Steven.Johnson 4/25/04 4/25/1.0 4/25/04i 4/30/10 Kitchen Appliance Mart and 8/12/04 8/.12/1.0 111105 1/1/10 L &M Glass Co, Inc 5/1/04 5/1./1,0 5/l/04 5/1./10 LHS Construction, Inc. 04/01/08 04/01./1.0 04/01./08 04/01./10 MAP Insulation 1.0/1107 10/1/1.0 10/1./07 -- 1.0/1/10 Meagher Construction 6/19/04 9/2/10 6/23/04 6/23/10 Morse's Masonry - 3/10/07 3/1.0/10 Northern Scalcoating 1.0/1./07 1.0/1/1.0 4/1/07 4/l/10 Pro Fence Co., Inc, 3/26/07 3/26/1.0 3/26/07 3/26/10 Reed,'Mel 7/21/04 7/21./1,0 7/21/04 : 7/21./.10 Whiteley, W. Vernon 10/l/04 1.0/1/1.0 1.0/3/04 10/3/10 T/T"d 022906Z80ST:o1 SSTO SLL 80S 9NImino 3(1IS),dB:wO-,d 8S:80 6002-02-91EM AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 LOT#38 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust)..........................................:.................... ..............................................110 mph Q WindExposure Category............................................................... ..........................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories S 2 stories Q RoofPitch.......................................................................(Fig 2) .................................................8 5 12:12 Q MeanRoof Height..................................................................(Fig 2)..................................................16 ft 5 33' Q BuildingWidth,W ........................................................... (Fig 3)................................................ 52 ft <_80' Q BuildingLength,L ........................................................... (Fig 3).................................................74 ft 5 80' Q Building Aspect Ratio(L/W) .............................................(Fig 4)..............................................1.5 5 3:1 Q Nominal Height of Tallest Opening2 ........................................ (Fig 4)...............................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections.................. (Table 2)............................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry................................................................. ............................................................s N/A 2.2 ANCHORAGE TO FOUNDATION'3 00 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing—general ..........................................(Table 4)................................................ 59 in., Q Bolt Spacing from end/joint of plate...........................(Fig 5).......................................12 in.5 6"—1 Z' Q Bolt Embedment—concrete...................................... (Fig 5)................................................7 in.>7„ Q Bolt Embedment—masonry...................................... (Fig 5).......................................... in.>_ 15" N/A PlateWasher............................................................(Fig 5)............................................>_3"x 3"x 1/4" Q 3.1 FLOORS Floor framing member spans checked ............................. (per 780 CMR Chapter 55)................................. Q Maximum Floor Opening Dimension.................................(Fig 6)................................................ ft 512' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall............... (Fig 7)...:.............................................—ft _<d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall............... (Fig 8).................................................—ft <_d N/A FloorBracing at Endwalls.................................................(Fig 9)................................................................ Q Floor Sheathing Type ..................................................... (per 780 CMR Chapter 55)................................. Q Floor Sheathing Thickness .............................................. (per 780 CMR Chapter 55)........................3/4 in. Q Floor Sheathing Fastening...............................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls..................................................... (Fig 10 and Table 5).............................8 ft 510, Q Non-Loadbearing walls.............................................. (Fig 10 and Table 5)............................18 ft <_20' Q Wall Stud Spacing ..................................................... (Fig 10 and Table 5)....................24 in.<_24"o.c. Q Wall Story Offsets .....................................................(Figs 7&8).........................................—ft <_d N/A 3 c� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone • Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.....................................................(Table 5)........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.............................................. (Table 5)......................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs.......................................... (Fig 10).............................................................. Q WSP Attic Floor Length............................................. (Fig 11)........................................... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)................. (Fig 11)............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11)........................................................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ..................................................... (Fig 13 and Table 6)...:...................................8 ft Q Splice Connection(no.of 16d common nails)............. (Table 6)...........................................................6 Q Loadbearing Wall Connections Lateral (no.of 16d common nails).............................. (Tables 7).........................................................2 Q Non-Loadbearing Wall Connections Lateral (no.of 16d common nails).............................. (Table 8)...........................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) - Header Spans .....................................................(Table 9)........................................6 ft 0 in.<_11'�",P Q Sill Plate Spans p .....................................................(Table 9)........................................3 ft 0 in:5,11'� Q Full Height Studs (no.of studs).................................(Table 9)..........................................: ��o ................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.......................................................... (Table 9)........................................8 ft 0 in.5 12' Q Sill Plate Spans......................................................:.(Table 9)................................_ft_in.512" N/A Full Height Studs(no.of studs)..................................(Table 9)...........................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q SheathingType........................................... (note 4).......................................................WSP Q Edge Nail Spacing....................................... (Table 10 or note 4 if less)............................3 in. Q Field Nail Spacing.......................................(Table 10)................................:.................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)....:....................................................4 Q Percent Full-Height Sheathing.....................(Table 10)....................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.......... ............................ ..................... .........6'-8"5 6'8" Q Sheathing Type...........................................(note 4).......................................................WSP Q Edge Nail Spacing.......................................(Table 11 or note 4 if less)............................3 in. Q Field Nail Spacing....................................... (Table 11)..................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).........................................................4 Q Percent Full-Height Sheathing.....................(Table 11)....................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................... N/A Wall Cladding Rated for Wind Speed?.................................................: r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone w Massachusetts Checklist for Compliance(780 CMR 5301.i.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)............................................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...................I.....................(Figure 20).............. ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............................................. (Table 14)..........................................U= lb. N/A Lateral (no.of 16d common nails).. (Table 14).......................................L= lb. WA Roof Sheathing Type................................................ (per 780 CMR Chapters 58 and 59) ............. Q Roof Sheathing Thickness......................................... .............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening......................................... (Table 2)........................................................8d Q LOT#38 COTUIT MEADOWS MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d 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 -WHEN THIS EDGE RESTS ON FiiAMING USE&J NAU AT 6b.c, 11 11 1! 11 11 1 11 11 1 1-I it 11 II I 11 rl 11 11 Ir II 11 11 11 11 11 11 11 1 11 1 L I 11 Il - 1 ,C 11 11 K 1 II `S 11 it O i m ii li a 1 - II 11 'W011 Il 1 2 w n II a� 1 1r g 1 4L II ul �1 {1 II ri 11 p Ir 1 i 1.1 11 I -F LLF 11 11 yj 1 a u !!II i� 1 II Q Ir (� II 11 M i lii ii Ts i a r n rl !I n -l l I I 111 I} ICIA. �Ir 4009LEWGE `-- 1�1 NAILSPACWG } PANEt 11 L 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(7s0 CMR 5301.2.1.1)1 81 I �za ! ! + L FRMING MEMBER$ i i ! EDGE RdTERMEDIAT£ sm 2 STAGGERED 3"MMJ MAIL PATTE RN PANEL PANP EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment F The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 UV lUwlU.nlass.govIdla Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizatio,VIndividual): /-�)q r 5/�9 131//L^.6l� C Ad C�. _ Address: k- S City/State/Zip: l!-IrA/'704-0 V lLte A111• Phone#: ` 79 i pydl' Are you an employer?Check the appropriate box: Type of project(required): l.❑ I am a employer with 4. X I am a general contractor and I 6. KNew'construction employees(full and/or art-time).* have hired the sub-contractors P 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7 ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workuig 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.❑ 1 am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other 'And applicant dial checks box„I niust also fill out die section below showing Uteir workers'compensation policy information. t 1-1011'eOWners who submit Uris 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.polic)'infomtation. run an employer flirt(is providing ,corkers'compensation insurance for nnv employees. Belota is the police' and job site infornra(ion. ¢ Insurance Company Name: //C/1-)/14 .7^ -S Police ~' or Self-ills. Lic. g: &/CIF 00-2 3 1VQ6 — f� _ Expiration Date: Job Site Address:356 E#9459 t/7' /4/L& C—p( City/State/Zip: �DTyI T 6z%q9 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisotunent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator, Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert fy under the pains lies ofperjury that the information provided above is true and correct. Silznature•�'/` �f'/� .; Date Phone#: 5�1� ' ?°?f� %1)YC) FOther only. Do not write in this area, to be completed by city or town official. n: Permit/License# hority(circle one): I. Health 2. Building Department 3, City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector son: Phone#: °fTHe r�,M Town of Barnstable hP °� Regulatory Services 9 EAMMAEMXAM $ Thomas F.Geiler,Director t' Building Division Tom Perry, Building Commissioner 200 Main street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,4 t t/ t"7—� %��� �/lfd. -C as..Ow er..of the.subject propetty._ ._......._... .: hereby authorize— .1. J /L� d .- to.act onmy.behalf,, in all matters relative to work authotized-by.this building.permit.applicationlfor: J�U Pry r H la- c l� C(�T U e T (Address of Job) Signature of Owner Date g/ZL TT .2AC-f-Y Print Name ^— i' ..S ���,•'ry. jn w�zy r",�., r � `^k-d—ai x*--F r"���x �s"r"ay.r�v�i'^' I 6 uil Ong egu a tS"ifs�an andards" Goo'nstrtu`ctionpSMper,isorLiee`r�se LieCTM! GkS .i x ���g ' �� `I9/r2010Y l f a s.� rttC ENti RUI L lE `" 0 '' 1 f 0 S5! ,Ilr b :i3 .t5c w�rh,i 4 r t p, T a' -� - a sr ', �'��F.,�^�yf�.✓, ,.,R.�tju� x� ���' Ss ���-.��,.It ��r4 SM Mow" ..` t 1 '� '�'" x �t '<� 4 IY ��`r""�9 ��Yt t"�6e-+ ,R. ^• �� ;,� , £. l fj .'' tF �.�.'.Y J '���*P,.�t'r.+�a'l'�X;ZW��ptc' ���5� •5�*-;.fS�Y�„'"f1�51L } j �d c } '�y t ,h ��>�Yt��°���r 9A, sM�'����;s Sfi�, rya��✓S�"s� 'y L ✓ ' r' 'y k '� {.r���.L �S{f`�S �S��ia'� =�,'a z' A.? N: - u ,h a 1 .w lar '{l° s'kY�ys-a LI y,iy2ssxry,tiff 1r a >E��3� of k tf r rfi -tt .. y - Qtari�'��'t£l. ��mfl �5.., -2b�q,R irKi;��'%y�LA'T �, t ✓ ,. l..st Y ik x 4 rF 3 E s -.�f I d � ;( �1F j'Sx } i .F s t .uk•9 4'4£ !'k'} 1.� 'X'fit- :a rr i.'t ,iv ✓ iSt�.J sf t' A- r;drI �os�eds toe 00 000 N, 1 SPa tnS edi��nzof,fh"e lulrM Mossoss�a } PRO e4 � e ai o �1s�11oe sNP 'e s ea�us�e'forrre ocaoR t } �v gg r— La N - N Q rA _ Q In --- _ _ -- "riRE DEPARTME-NT CAT: .. Q 5 ARE FEOU;-ED FOR PERMrrN W -- - — -- - J rZ -- ----- - tl - — XIDE ALARMS _TALLED PER _ - Q W Lf).- --- 4= 9v --- ---_ — -- --— -- BUILDING CODE r z v — -- - ---- J Ld a� — _ --� U .J O ®® Lda r momn (f) Ob ®� FW ° Q ' 0 m CY] m IL _ J 8 Z -_ IE SHEET - i A 1 p^� +LOT 30 MODEL �i�/ DATE. 8/07/09 i N U (� ^-� O zN O Lo V J LO Q H LLj O Wes ' EEL] U � N FFH _Q r 00 V! O �. n w Qe ---- 0 • _— - w $ O m 5HEET OB:LOT 38 MODEL DATE: e/07/09 72.0' i - TRANSOM ABODE TWT26t7 m-`'" (OTTqGE 32 TtII�2 c/i 13z III///�BBe1���x ct i ie• Q z N o I O I I ...-, < COTTAGE STYLE I 1 I (2)TW26E2- (3I TW2652-LA i N 32 1/9�X 64 7. ' - ey - 92 VS•X 64 7/S' DECK v V W Ic'x i4' - J r 2 0 u j I j 3 S B > cb i F- xX W Q r "' —I--t--Iq LITE— t \ 2-6° 96 ' 312:. 2Q M� W d L ce4eLTs Iw W O N 2g ' _— 2 S 9NELVES ABP/E'Q // 3 ._.....,I T W.I.G. r__—_--_---- I // k ' D \ I I p NO ING Q N. r o ; VAULTED cEIUNG ——— — ———— - r v a-c ur 12'-0 CATWEDRAL CEILMG A N 0 Y rr MASTER aFDROOM m ❑ o TREAT ROOM - g CARPET N OAK W N iE 4 i TW24410-i/I m W AST r E ` o so ve'x 60 /a• Q O TW24410-cn ��� 28 _ -..: q 9,-2" 12'-tO° a m .3 9'_2e 2_4u 6_6e IO'_Bu G 30 VE'X 60 TB T1� 12�¢° 10'-4° M m c) (- -� ------ f o I �s w1a°LVL �'--- ; GARAGE _ r sNELVEs ABOVE Q M Aeov i' CONRETS PITCH TOWA SLAB FW 2� UNG T CB N v X - RAISED CEIL04 in .t REF. N 02 V IBATH - -- __ OAK Iig np e 24 S/B x 24 S/B - i,_.._.�......,-..__TILE TILE - ., O37.IDOOR 7'-dx9'-0'O.N.DOOR �. . OAK P `� -,•, 2 - - k S --, ( ` CONCRETE APRON TW24410-6A 3-10 16'-4°. :o J F 0 W 1o'-c'cATp+EDRnL QEILING W q � �' o. 1 �. Q s BEDROOM #2 o T, HEDROOCI i1 € CARPET N rARPET T N 01 e• I I v 1 o �o N --------------- o S a sS o� A x gx4x4 SHEET 14'-0' 12'-O• 16'-0' AB 72'-0° JOB.LOT 35 rl=DELLAN - _ DRANN HYe KW NWIM ALL WINDOWS ARE TO BE'ANDERSEN'400 SERIES WITH GRILLS A9 PER PLAN I SCALE, 1/4" 1'-O" DATE, 8/07/O9 -2-0 _ _ _ m zoo, #;I f, to-CONTRWCIIs FOOTING TYP.I C I G Lo �j Y i Lo I 1 GRAWL SPACE I i I J I z^I 2•CONCRETE DUST CAP 1 '1 07 Ir I=< oP I Q Ld.0 I I I r I LLI a 1 i DROP FOR DOOR U LL —— — — — — ——— — — Ld ia a I I -- — r— ——— —_' jIW � O I2. W. 'CONTNIOUS FOOTING T rIGSnO '7'-S• iLd VP WALL 14'-0 2'_4" ob -- I I of I , � 1 � �e I r -- O mm III Sn_1IjiI I` �\ Ca 1 " _96 4i%N•r••I• 12'CONC. . II I .. c� ••i IIiiII „c_1IIIII a e• P-I IIIII u 1 }WmQ Li L+J1 FOOTING I � ` zI L J '2° B'x 42 CONC WALL O cZWTINUUS SOOTING TYP MMCoIL •2k1oa. 6 GARAGE60� I SLAB R1t POINT aw TCH OKARD O s Bn I _— p ALIGN W I 1 LJ 2 I.,4 I i FULL BASEMENT 2'r° s w CONCRETe ISLAS 2 n I IKAL sLne DL UN 7YP. I I m I }} 1 I I I 1I w `I J I L—_ -- tll L1 BEAM I -------- --------.-- -------------- o I I a_; sa wa Jtv'I g u 6 w Ise Q I In Q I O 9- GIRDER w - V7 DIA.STEEL COLUI'4! W 3&100412•CONCRETE PAD TTP.I 1_ " _____-- — B4 T-9'CNC.WALL I I�i O 4z4 P.T.POST I I 16'I0'CONTINUOUS FOOTING 1 TP. 9'_bu GALV.HETAL POST ANR70R i:f1 BEAM POCKET d SONO TUBE•PIER W/ 4 L I,y. 22••BIG FOOT•FOOTING TTP. . I IiI --- -- — — 0 0 l xz L--------- --�--t. 5WEET 6'_0n 14'_0 ° 72,_Ou 161_0° 22'_0n �. A4 FOUNDATION PLAN oB,Lor aB MODEL , SCALE, 1/4' - I'-0° DRAWN BY, KW DATE, 8/07/09 • i N U m f � N O Lo Lo � Q r f LL1 LA _J r n Ld O z �l - RIDGE VENT U Ll ` 2112 RIDGE BOARD - 0 , Q O ASPHALT SHINGLES w'_* -� 7 OOD•`4 OG - 5/8'CDX PLYW ry n ��de •k•�c - C) ep dB RSO F.G.•INSUL 0. aj a �f f W Lo n OG' n 0 I II 11 n n n n n n n n �b b6 0 Ic'D.C. • 7••° m.. ALL u l n u l u n n u n n QF• •�� ° i u ii n n u ii u n ii ii `� - SS Q It II T Q z u n n o n u n u n n - �I Q • II II n II I II II II e (2)I S/4'x 14'LVL BEAM II II II n u II n II II II 2(B. 1G D.C. m m DTZ — alas KITC4•IEN 'jGREAT D STRAPPING B E txc TOG BEAD BD. I�'---p05T IN WALL (3)2tYl HDR, B F.C.GTE.TWEQN GARAGE •LMNG B'coLurw - iv 0 �� BEYOND N.. AREA o c i i o Q -SUNROM GAR AG I? `v I IPIN G 3/4'PLYWOOD 2Kb 1 Ib D.C. i i Ic'O.C.W/RI9 P.G.INSUL I ILID BLOCKING1/2'CM SHEATHING I IIR F.G.INSUL TTVIX/R.C.CLAP B I i 4'CONCRETE SLAB FRONT/W.C.SHI - j I - PITON TOWARD DOORS SIDES O REAR 2110'e Ic'O.G. .T.21B 1 ti O. t (S)240 GIRDER TTP. ------ W Id MCI(-, SPACE.SaNO PIER I I --- - S 1!1'STEEL COL -- 5O'160'x12'FooT1 _ ___ O N . z 3 I/2'CONC.SLAB J g$ Z t F V 26'-0° 24'-0° "4'-q' IFFS N SECTION "A" SECTION "S" SCALE: 1/4" I'—O" SCALE, 1/4" - V—O° SHEET A 5 joBrLcrr 38 MODE DRAWN BY: KW DATE: 8/07/09 F 16a r , _ U N m zN 0 Q LO � Q - C) L" � w � J ' z Ld 14_0u 4_ 13 6" U LL mm Lj 0 W ¢ It 0 wr*i :cy ^ _ Q Lo r � O s m w Imo mma=• GARAGE V V W z W 0 0- 1t � cn U) SHEET FIRST FLOOR FRAMING PLAN OB:LOT 38 MODEL SCALE: 1/4" = 1'-0" - DRAWN BY; KW DATE: 8/07/09 . � N m _ m zN G., O Lo J r - - °TRUE VALLEY' Q Q u z WLL LL MM CL1 O W Q O LLB CY 0 12 UDGE ob VJ W 2.r wDGE 0] LLI Z Q m p W RIDGE p ; m BEARING WALL -- — W Z a W 'BUILD OVER' VALLEY j to - 'BUILD OVER VALLET' s N SHEET ROOF FRAMING ROOF PLAN p SCALE: 1/4° - V-O° _/\ 7 IDS,LOT 33 MODE DRAWN BY- KW DATE, 6/07/09 REScheck Software Version 4.2.2 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 1731 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT#38 BAYSIDE BUILDING,INC. COTUIT MEADOWS Compliance: Compliance:9.5%Better Than Code Gross Cavity Cont. Glaiiing UA Assembly Area or R-Value R-Value or o.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1731 30.0 1.0 57 FRONT WALL:Wood Frame,24"o.c. 481 19.0 1.0 23 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 60 0.310 19 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 596 19.0 1.0 30 Orientation:Back REAR WINDOWS:Wood Frame:Double Pane with Low-E 85 0.310 26 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 506 19.0 1.0 26 Orientation:Right Side RIGHT WINDOWS:Wood Frame:Double Pane with Low-E 30 0.310 9 SHGC:0.31 Orientation:Right Side Door 2:Glass 21 0.310 7 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 497 19.0 1.0 26 Orientation:Left Side LEFT SIDE:Wood Frame:Double Pane with Low-E 52 0.310 16 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1731 19.0 , 1.0 78 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 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 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date:08/19/09 Data filename: C:\Program Files\Check\REScheck\LOT#38.rck Page 1 of 4 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ TOTAL CEILING: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: #Panes 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: #Panes 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 SIDE:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title: NEW CONSTRUCTION Report date:08/19/09 Data filename: C:\Program Files\Check\REScheck\LOT#38.rck Page 2 of 4 ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:15 SEER or higher 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 and Installation: ❑ 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 and cooling equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ 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 Residential Code. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. 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. NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 08/19/09 Data filename:C:\Program Files\Check\REScheck\LOT#38.rck Page 3 of 4 Project Title: NEW CONSTRUCTION Report date: 08/19/09 Data filename:CAProgram Files\Check\REScheck\LOT#38.rck Page 4 of 4 I 2006 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.28 0.31 CoolingHeating& Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER Water Heater: Name: Date: Comments: TempParcelEdit Page 1 of 1 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 11 002 038 Street Number: 350 Unit Dev Lot 8 .W LOT 3..�..._.�.......�.._ Road Name: PHEASANT HILL CIRCLE T/R: r( Sec. Road: € T/R: r Villlage: 07 -Cotult Part of M/P: IMAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update rDel to Add Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 i TempParcelEdit Page 1 of 1 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: 002 002 038 Street Number: 350 Unit Dev Lot LOT 38 Road Name: JPHEASANT HILL CIRCLE T/R r Sec. Road: �' T/R: [7 I Villlage: 07 COtult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/6975 (APP 7-62)�� Date Added: Updated: Update: �'elete 1dd Anoher httD://isscil2/Intranet/ProDdata/TemDParcelEdit.aspx?ID=Add 1/16/2008 r Foundation Certification in Barnstable Cotuit, Mo. , 02635 Location: Lot 38 Pheasant Hill , Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page .158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax - (508)-771-7622 Job Number. 2005-214 Scale: 1" = 20' 08-20-2009 . 3so (0 ^ a a (0 o as ao P - � 0 69• rye ?Ro, �4j. ss,• �O �3'0• ,IVPIP Jae � 'I% � t�G4O 1yo, `SS0,190ti 09 J A ti °,� LOT 38 tiro 13,786f S.F. a'� � ,�°' 0.32f ACRES S ->°• A * - 1 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF, Of BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS .SHOWN .PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN 1S NOT TO BE E ORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. REGISTERED PROFESSIONAL LA D SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE .d 9 GENERAL UM . 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S AMP 002 - PARCEL 02 s 2. SETEACKS: FRONT' - 20' 'WE/REAR = '10' 3. UTNIIY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS �I► 4. COMMU NRY PANEL NUMBER: 025551 0021 D THE FLOOD ROMNCE'RATE MAP DEFINES THIS AREA AS ZONE C, \ AREA OF MINIMAL FLOODING. ENVIRONMENTAL NOTES.- SITE IS NOT WIiMM AN A.CEC (AREA OF CRRK,AL ENVIRONMENTAL CONCEI11). \s r• SITE IS NOT WRMN AN AREA OF ESTIMATED W18nAT OF RARE M7wm PER NHESP MAP OCTOBER i,,2006 'EsmTED HABITATS OF RARE WILDL Fr FOR USE WITH THE MA WETLANDS Z \•I',qi PROTEMN ACT REGUlA106 (310 CMR 10).' SITE DOES NOT CONTAIN A COMM VERNAL POOL PER NI I ESP MAP OCTM�Y' \ ` SITE 6 NOT WTTMn�I A PRIORITY T PER MAP 2006 'COMM VOW » OCTOBER 53.o x � ?, 54.5 ;� 53•1 �Y 1, 2006 'PRIORITY HABITATS OF RARE SPECKS' FOR SPM UNDER DE AMSS'S401USETTS ENDANGERED SPECIES ACT,, / \ 41 INV.- `�Gy `� � REGUUTIONS (321 CMR10) . `, / \ `• '�s� \,���'1,� � � � �WMIIN cFURf�P sT�APPR�OVED ZONE n c2i0tN�1D WATER ,hW AREA \x 55.0 �Q �► s OPEN SPACE ��.�°° / x .5 c+\PROVIDE (1) 6 DIA. x 6 �p DEEP t!� 'y' . • \ O LEACHING BASIN w/ V STONE y / �4`\.0 s 1. ALL GENERAL CONSiRUC11ON NOTES ON SHEET C-2 FROM THE SURROUNDING (OR ALTERNATE ,2 �� '\ 54.5 x 8+ \ EQUIVALENT VOLUME) ` s AL SUBiIMASION CONSTRUCTION PLANS`FOR COTUIT MEADOWS, DAZED CONNECT ALL ROOF DOWNSPOUTS TO �. ti C \ r 6/25 07,<'SUL NEIM APPLY TO TMS SITE PLAN LEACHING BASIN \ �P ,p 55.0 k r / �\ + � \ , 2. ALL GRADING, a AND L11n./TY NOTES ON SHEET C-5 FROM VEGETATED 12 \s s` THE SUBDMSION CONSTRUCTION PLANS FOR COTUIT � O � DEEP RAIN GARDEN / �e� \\ Jed`, � DATED 6/25/07,'SMALL'HEREBY APPLY TO THIS SITE PLAN / (250 C.F. STORAGE) / ,~ ''' /• s 3. SEWER BUILDING CONNECTIONS: TOP-51.0/00TTOM-50.0 S tNv: MnV. COVER SHALL BE 3 FT. \ -42.57 , �: 1 •x+ SET CLEMIOUiS AND UWAIV CLEARANCE FROM 07H R ST (MIN.) p• \ s UMMS AS REQUIRED BY BARNSTABLE DPW 50.0 x +� -vv - MWW SEWER SERVICE CONNECTION SLOPE SWV L BE 2.tx e �ti a `� \ so.0 x IN // Cotult Meadows*Subdivision \ .LOT `� Cb Cotult-Barnstable, Massachusetts �► \ \01 3,786f S.F. .32f ACRES FOR COTUIT EQUITABLE HOUSING, LLC �. \ ��` S \ - KO. Box 95 \. \ ..` . . . . . `�\ \\ / LOT 39 Centemille, Ma 0263Z Site Plan . .. \ Lot 38 Pheasant Hill Circle •;,, BAXTER NYE ENGINEERING & SURVEYING \ Re&Wrled Professional Engineers and Land Surveyors ZN OF M,qs 78 North Street;3rd Floor,Hyannis,MA 02601 s� �• Phone-(508)771-7502 Fax-(508)771-7622 oa MATM t D 20 0 . 20 60 No QISTE �? SCALE IN FEET SCALE. 1' _ -20' DATE: 08-14-09 REV. DATE REMARKS LOT- 38 , 0 2005 2005-214 CML DESIGN 2005-214PBL0TS.dw 2005-214