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HomeMy WebLinkAbout0097 WILLOW RUN DRIVE a u f'T C f . . Assurant use only AVID# 89510 I WO# 24199068 J.P.1D# 1137759 1 Regular Mail Town of Barnstable 1200 Main St. I Hyannis I MA 1 02601 1 508-862-4038 REGISTRATION AND CERTIFICATION FORM FOR FORECLOSING/FORECLOSED PROPERTY Thank you for registering in accordance.with.Town of Barnstable Code chapter-224 sections 224-3 and 224-4. "Please complete one form for each property in foreclosure " (section 224-3)or already,foreclosed for which possession,has been taken"(section 224- . 4). Please file the original with the Building Commissioner and a copy with the:Chief of . the Fire District in which the property is located: If you claim you are exempt from:registering under Massachusetts:law,please state'the reason(s)and complete section 1 (property information)and the first paragraph of " section 2 (foreclosing party,Court, etc. and foreclosing.party representative;but not other-.'. representatives and attorney).so that the Town can review the exemption and update its records: N/A: Section 1 Propqjy Information 97 Willow Run Dr Property Address: Centerville MA 02632-2421 + . ..0 1-1P. Assessors Map#: N/A Parcel# IV121oLIJ6o Land area and description N%A: : ;2t I• rio Building(s)description and contents N/A: v N, Occupied: N/A.OCClipant(s)(ifborrowers so state and include name(s)) - r rn r Borrower,if known: NOLAN"CHERYL. . Phone::: N/A email: N/A other:: Vacant: Yes Dater Anticipated Length of Vacancy: N/A Last occuparit(s))(if borrowers so state and include"naine(s)) .N/A Phone: 800-468-1743 email: AFSVPR@assurant.com.. other:. Has possession been'taken Yes". If so,please explain'and complete.and file the maintenance and security plan-form(unless exempt as stated above) The property is vacant and will be maintained. Section 2—Foreclosing Pga Information . . Foreclosing Party(full name/title) Mr.cooper - .Foreclosure Case Court: N/A Docket# N/A Please forward all notices/confirmations to AFSVPR@assurant.COm, 101 W Louis Henna Blvd,Ste.400,Austin,TX'78728,800-468-1743. I PID# 2137759 Date filed: N/A Current Status: .N/A,' . Foreclosing Party's representatives) for property(entry;management,repair, etc.)(name,title,):Assurant Field Services c/o CHRISTOPHER SIDEMAN Company(if different from foreclosing party): Assurant I=ield.Services Address:268 MAMMOTH RD,LOWELL,MA 01854 ' Phone:: 800-468-1743. ; email: A.FSVPR@assurant.com . other:: ; If an exemption is claimed;please do not complete the.remainder. " Other representative(s)(if foregoing representative.is primarily responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or_foreclosure,please so state.and do not:complete contact information(i..e. "none"Or"see above")): _ Name;title,.other: N/A Company(if different from.foreclosing party):.: N/A: Address:_N/A . Phone(s): N/A email(§) N%A other; Name,title,other: N/A p Com an if different foreclosing N/A. Y(� g P�'h')� Address: N/A Phone: N/A email: N/A . other:: Attorney representing foreclosing parry N/A Firm'name(if'different from.attoxney's name):. N/A :Address: N/A Phone(s): 'N/A email(s) N/A other: I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will result in non-compliance with section 224-3 of chapter 224 of the Code.of the Town of Barnstable. Date: December 27,2018 Name.: Eric Knudtson Title: Assurant Field Services Manager Please forward all notices/confirmations to AFSVPR@assurant.com; 101 W LoWs Henna Blvd,Ste..400,Austin,TX 78728,.800-468-1743.' I PID# 1 2137759 I hereby certify that the above-named foreclosing party is incompliance with the provisions of section:224-3 of chapter 224 of the:Code of the Town of Barnstable.. - Date: Building Commissioner;Town of Barnstable ASSURANT� BUILDING PLAN / STATEMENT OF INTENT Occupancy Status: Occupied Building Plan Property Address:. 97 willow Run Dr Centerville MA 02632-2421. . AS OF: December21;2018 THIS BUILDING PLAN SERVES AS OUR STATEMENT OF-INTENT TO MAINTAIN,SECURE,AND.INSPECT PER ORDINANCE. THIS PROPERTY WILL NOT BE DEMOLISHED THIS,PROPERTY WILL BE.LISTED FOR SALE IF OCCUPIED THE PR OPERTY WILL BE INSPECTED ON A MONTHLY BASIS UNTIL VACANCY.. ._ OWNER CONTACT:. Mr.Cooper .350'HighlandDr.,Lewisville,TX 75067 AGENT CONTACT 1S ASSURANT FIELD SERVICES 101 WEST LOUIS HENNA BLVD.:STE.400 AUSTfN,TX 78728 t T: 800468=1743 E:_AFSVPR@assurant.com ACO DATE(MMIDD/YYYY)" CERTIFICATE OF LIABILITY INSURANCE 06/2912 01 8 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER.THE COVERAGE,AFFORDED BY.THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT_ BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement..A statement on this. certificate does not confer rights to the certificate holder in lieu of Such endorsement(s). - PRODUCER � - .. � � NAME:CONTACT d � � � � - .. � Aon Risk services Southwest, Inc. PHONE FAX Dallas TX Office (A/C.No.Ext): (866) 283-7122 AIC.No.): (800):363-0105 m Ci tyPl ace Center East .. -E-MAIL - .. 2711 North Haskell Avenue ADDRESS: _ Suite 800 Dallas TX 75204 USA INSURER(S)AFFORDING COVERAGE NAIC# INSURED - - _ INSURER A: - Great Northern Insurance CO." 20305. - NatiOnstdr Mortgage Hgldings, Inc. INSURERB: . 'Chubb Indemnity Insurance'CO., 12777. 8950 Cypress waters Blvd . Dallas Tx 75063 USA INSURERc: . XL Specialty.Insurance Co 37885 . . - INSURER D. - - .. .. - INSURER E: .. - .. . . .. INSURER F: .. COVERAGES. CERTIFICATE NUMBER:.570072097262 REVISION NUMBERS 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: Limits shown are as requestedADD POLICY Lx INSR LTR - TYPE OF INSURANCE. NSD WVD - -SUOR POLICY NUMBER-• MMIDDIYYYY MMIDDIYYYY -POLICY EI-1- LIMITS - - - X_ COMMERCIAL GENERAL LIABILITY 357.574L9 ' " . . EACH OCCURRENCE _ $1,000,000 CLAIMS-MADE X 'OCCUR - " . .." ' - _ .. SEaoccudence "$1,000,000 PREMISE - - • .❑. . - MED EXP(Any one person) $10,000 .- PERSONAL&ADV INJURY $1,000,000 1 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $2,000,.000 r- ' POLICY �JECT �LOC - - PRODUCTS-COMP/OPAGG- - InClUded -"N OTHER: n 73542588 07/11/2018 07/"11/2019 COMBINED SINGLE LIMIT A- AUTOMOBILE LIABILITY . . . N Ea accident $1,000,.000 X. ANY AUTO BODILY INJURY(Perperson) 0 OWNED SCHEDULED . . .. :. .. ..AUTOS ONLY AUTOS BODILY INJURY'(Per accident) X HIRED AUTOS NON-,OWNED ' - PROPERTY DAMAGE V ONLY AUTOSONLY.. ., Per accident '�. m. c x UMBRELLA LIAB HX "occuR uS00079378Li18A - 07/11/2018 07/11/2019 EAcrloccURRENCE 825,000,000 t) EXCESS LL4B CLAIMSrMADE .. - ': .. .$25,OOO,.00O AGGREGATE DED RETENTION - - - --B WORKERS COMPENSATION AND 71701785 - "" OT 11 2018 07 11 2019 X PER OTH- - EMPLOYERS'LUU3ILRY YIN STATUTE - - ANY PROPRIETOR/PARTNER I EXECUTIVE - - - E.L.EACH ACCIDENT. - ,$SOO y000 OFFICER/MEMBER EXCLUDED? N NIA - _ - - (Mandatory In NH) - - - E.L.DISEASE-EA EMPLOYEE $500,000 If yes,desuibe under DESCRIPTION OF OPERATIONS below - - E.L.DISEASE-POLICY LIMIT - -$500,000- _ 'DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) - ... .. .. err CERTIFICATE HOLDER CANCELLATION SHOULD ANY.OF THE ABOVE DESCRIBED:POLICIES-BE CANCELLED BEFORE'THE - EXPIRATION DATE THEREOF, NOTICE WALL BE DELIVERED IN ACCORDANCE WITH THE ■- .. .. _ - " .. .. .. POLICY PROVISIONS. _ " -,.Nationstar.Mortgage LLC' : •. - -.. AUTHORIZED REPRESENTATIVE 8950 CyypresS'waters Blvd. "" 3 Cdppell'Tx 75019 USA " - i �''L�k cJi66�4,cJ�r�� ©1988-2016 ACORD CORPORATION:All rights reserved.. ACORD 25(2016/03). The ACORD name and logo are registered marks.of ACORD f REGISTRATION AND CERTIFICATION FORM, FOR FORECLOSING/FORECLOSED PROPERTY. Thank you for registering in accordance with Town of Barnstable Code chapter 224 sections 224-3 and 224-4. Please complete one form for each property in foreclosure (section 224-3)or already foreclosed for which possession has been taken(section 224- 4). Please file the original with the Building Commissioner and a copy with the Chief of the Fire District in which the property is located. If you claim you are exempt from registering under Massachusetts law, please state the CD reason(s)and complete section 1 (property information)and the first paragrapfi of i n section 2 (foreclosing party, court,etc. and foreclosing party representative, but of other''o 5 representatives and attorney)so that the Town can review the exemption and upduate its records: v Section 1 —Pro e Information Property Address: 97 WILLOW RUN DRIVE,CENTERVILLE,MA 02632 Assessors Map #:. 210 Parcel#: Wo Land area and description SINGLE FAMILY HOME Building(s)description and contentsy PROPERTY OCCUPIED , Occupied: X Occupant(s)(if borrowers so state and include.name(s)) (BORROWER/HOMEOWNER)CHERYL NOLAN w - Phone: UNKNOWN email: other: . Vacant: Date: 'Anticipated Length of Vacancy: - Last occupant(s) )(if borrowers so state and include name(s)) Phone: email: other: Has possession been taken" If so; please explain and complete and file the maintenance and security plan form (unless exempt as stated above) Section 2.-Foreclosing Party Information Foreclosing Party(full name/title) MR.COOPER , Foreclosure Case Court: Docket# Date filed: 3/21/2018 Current Status: Foreclosing Parry's representative(s) for property(entry,management,repair, etc.)(name,title,): Company(if different from foreclosing party): CYPREXX SERVICES, LLC Address: 3804 COCONUT PALM DRIVE,TAMPA, FL 33619 Phone: 877-339-8202 email: VPR@CYPREXX.COM other: If an exemption is claimed,please do not complete the remainder. Other representative(s) (if foregoing representative is primarily responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or foreclosure,please so state and do not complete contact information(i. e. "none"or"see above")). Name,title, other: Company(if different from foreclosing party): Address: Phone(s): email(s): other: Name,title,other: Company(if different from foreclosing party): Address: Phone: email: other: Attorney representing foreclosing party Firm name(if different from attorney's name): Address: Phone(s): email(s): other: I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will result in non-compliance with section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: 4/3/2018 Name• JAMIE RAY /O CYPREXX SERVICES, LLC FOR MR.COOPER Title: VPR COORDINATOR < I r , I hereby certify that the above-named foreclosing party is in compliance with the provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable. ` Date: Building Commissioner, Town of Barnstable S + _ 2 is • �. ! o�w��� ���/� ��� DEC 212015 e' TOWN OFSARNSTASLE `NSMA950752 REGISTRATION AND CERTIFICATION FORM r FOR FORECLOSING/FORECLOSED PROPERTY Thank you for registering in accordance with Town of.Barnstable Code chapter 224 sections 224-3 and 224-4. Please complete one form for each property in foreclosure (section 224-3) or already foreclosed for which possession has.been taken (section 224- 4). Please file the original with the Building Commissioner and a copy with the Chief of the Fire District in which the property is located. If you claim you are exempt from registering under Massachusetts law,please state the reason(s) and.complete section 1 (property information) and the first paragraph of section 2 (foreclosing party, court, etc. and foreclosing party representative, but riot other representatives and attorney) so that the Town can review the exemption and update its records: Section 1 —PropeiU Information Property Address:. 97 WILLOW RUN DR CENTERVILLE, MA 02632 Assessors Map#: Parcel #: M:210 L:060 Land area and description Single Family Home Building(s)description and contents Property is occupied as of 12/05/2015 r . Occupied: V Occupant(s)(if borrowers so state and include'name(s)) CHERYL NOLAN Phone: i INKNS2WN email: UNKN WN other: Vacant: Date: 11/12/2015 Anticipated.Length of Vacancy: until REO and marketed for sale. Last occupant(s))(if borrowers so state and include name(s)) (Borrower) CHERYL NOLAN Phone: Unknown i email: Unknown other: Has possession been taken NO If so,please explain and complete and file the . maintenance and security plan form(unless exempt as stated above) ; Section 2—Foreclosing PaM Information Foreclosing Party (full name/title) NationStar Mortgage'-Servicing Bank Foreclosure Case Court`. 201414 MISC 485585 Docket# 201405-0401JEA Bk:28335 Pg:214 a , Date filed:. 11/19/015 Current Status:• Currently still in pre-foreclosure(default) Foreclosing Party's representative(s) for property (entry, management,repair, etc.)(name,title,): Cyprexx Services - Company (if different from foreclosing party): a Address: 3804 Coconut Palm Dr, Tampa, FL 33619 Phone: 877-339-8202 email: NationstarVPR@Cyprexx.com other: o If an exemption is claimed,please do not complete the remainder. Other representative(s)(if foregoing representative is primarily responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or,foreclosure,please'so state and do not complete contact information(i. e. "none" or"see above")). Name,title, other: (see above for all property issues and emergencies-USE CONTACT INFO FOR CYPREXX SERVICES!!) Company(if different from foreclosing party): Address: f Phone(s): email(s): other: Name,title, other: Company (if different from foreclosing party): Address: Phone: email:. = other: Attorney representing foreclosing party Harmon Law Office,Pc Firm name (if different from attorney's name): (Same as above) Address: Phone(s): 'Unknown email(s): Unknown other: I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will.result in non-compliance with section 224-3 of cha ter 224 of the de of the Town of Barnstable. Date: 12/15/2015 - ame. C nique Williams c/o CYPREXX SERVICES on behalf of NationStar Mortgage Title: VPR Coordinator I hereby certify that the above-named foreclosing party is in compliance with the provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: Building Commissioner, Town of Barnstable r YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.=it does-not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed-form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required by law. . DATE: ar�'�� � Fil4 in please: APPLICANT'S YOUR NAME/S: :'cl:a „-wt• ;i %�' 19r. BUSINESS YOUR HOME ADDRESS: TELEPHONE 4 Home Telephone Number G-y7 t, !a;il�.�iiJI4`1d E-MAIL: NAME OF CORPORATION: NI 141, a r NAME OF-NEW BUSINESS f-.9 TYPE OF BUSINESS C Z f"k IS THIS A HOME OCCUPATION? . t/YES NO ADDRESS OF BUSINESS—. (.�/ta MAP/PARCEL NUMBER ��� -DCo (Assessing) a3Z When starting a new business these are several things yod must do in order to be in compliance with the rules and regulations of the Town of Barnstable This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of Yarmouth • Rd. & Maiff8treet) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM SSI ER'S OF ICE This individu I h s e riafcd a y mit re uir Brits that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION RULES.AND REGULATIONS. FAILURE TO u oriz Signa re** COMPLY MAY RESULT IN FINES. COMM NT 2. BOARD OF H , LTH This individual has been informf juf th-e p mit requirements that pertain to this type of business. Authorized Signa ure* COMMENTS: . 3. CONSUMER AFFAIRS [L NSING(UTHO I This individual ha een informe t li ens g requirements that pertain to this type of business. u orized Si ature* COMMENTS: , Town of Barnstable THE Regulatory Services 1p� Richard V. Scali,Director * Building Division snaxsrxat.�. MAS $ Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 . Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: Name: E-64� �Ld= (4 Phone#: 3 < Z+,:�G^ Address: `(`7 LU`, ! ( ,r Village: Name of Business: Type of Business. Su r`t'4 w Map/Lot: e�21 'l 6 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes.. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and'not within the required front yard. • There is no exterior storage or display of materials or equipment. There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall.be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling falit. 1,the undersigned,ha read nd a e ith e a ve restrictions for my home occupation I am registering. Applicant: Date: g 2v/--� Homeoc.doc Rev.06/20/16 6 Town of Barnstable *Permit# o?Oy7ded-�q Expires 6 months from issue date Regulatory Services Fee _ Thomas F.Geller,Director ® Building Division P�X- S PER ' oin Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 JAN 3 - 2007 www.town.barnstable.ma.us Office:- WWdP RNSTABLE Fax: 508-790-6230 RESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X--Press Imprint p/parcel Number «I D0 4 0/7 UdIpt'i Pqu n U �Q o iperty Address � [)17,(�-� n,� � Residential Value of Work /(P)zlob Minimum fee of$25.00 for work under$.6000.00 rner's Name&Address Cer V A10/0A 9 7 c✓i�law Rul Qn cleCer� lle ^4 09&3 atractor's Name G #7 0,i Telephone Number-- S-ml-019 615 7 me'Improvement Contractor License#(if applicable) Workman's Compensation Insurance Chec one: I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance urance Company Name )rkman's Comp.Policy# py of Insurance Compliance Certificate must be on file. :mit Request(check box) t ERe-roof(stripping old shingles) All construction debris will be taken to 0 Ic C S ❑Re-roof(not stripping. Going over existing layers of roof) (21Re-side Replacement Window doors liders. U-Value (maximum.44) 0, 5llo1inq 6 CCLIc bz>oc 7 . 1 �X•1¢rt ac' �ce.�crn� �� "Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A co y of the Home Improvement Contractors License is required. GNATURE: CA , 1 ;onns:expmtrg dse061306 Txe rqy, ti Town of Barnstable �eaie, �'°I�D li1P'i a Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ffice: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section ' If Using s B•,zilder I /f ccC property /UD a� as Owner of the subject hereby authorize .fPiteynrah 6-q10 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job). Al� 13& ignatuxe of Owner Date Chem C A L216A Print Name Z:Forms:expmtrg leyise071405 4 PROPOSAL 1- PROPOSAL.Np fi � p er+ Ga rniatt. gnon . p P.O. Box 551 SHEET NO.`, West Yarmouth, MA 03673 �'o 1-508-29"1 57 DATE 11110-7 PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT: NAME,--' ADDRESS �` , '. 97 w,�o � k ADDRESS. ' e�terv�lie:' ,4 OtC4 3' DATE OF PLANS.. 5/a7 PHONE NO. ARCHITECT.Al'eG5 t-a be fe St - o P aZlO— `ISCc3— ?30c> hcienor we RS roo f;'n W,e,hereby propose to furnish rthe materials and perform the'labor necessary for the completion of f .m :v} z`co of ai mv' o%/. eK, ea� �fcll �atl `'Csh err-rn`fle �.� -c �v ' - r 7io %e` IGceL, !l. �a._ e suf;. oil C iJl clan °) °tad a.X$P, e Fs�ee e ' fit. :y 3, ✓ti.�'C`u- �'- � �.� +61l Q�Ghiec'�. !e"' S} �:n `t :s oue -.` ICe crYife� Y e e ar- aG,°ear, .7 =ta/>..:a orcr . GlDors._qn 5 . f?emotk2 `C�2b3rt5 (.t�D"�1'e .,' X r2S5 `�}- , t k r f s 1 i 15-°/D0.DD 67 add i ti vn- u.'afe. f rot emir` t- �`s et�ere s All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifi` cations submittedlfor above work and comple ed in a substanti I workma like manner for the sum of 6�IGC� Dollars ($ J� 0�►d(� ) with payments to be made as follows. pe sck f F,)u► Poyran-F_ -Lh� be oolle Respectfully submitted Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge Per over and above the estimate. All agreements contingent upon strikes, ac- cidents,or delays beyond our control. Note—This proposal may be withdrawn by us if not accepted within days. xi n ACCEPTANCE OF,PROPOSAL a The above paces, specifications and are are satisfactory and are hereby accepte You` are',authorized to do the work �j as,specified ,Payments.will be matle a"s outlined above =` + Signature L07Date Signature c c NC381850 PROPOSAL # R Gagnon Home Maintenance P.O. Box 551 West Yarmouth, MA 02673 . j 508-294-0157 j agagnon6l @comcast.net Town Of Barnstable Regulatory Services Building Division 200 Main Street Hyannis, MA 02601 Area work being requested: Barn type structure on property Purpose: To request additional work to be performed @ below address in conjunction with building of new house on property. Cheryl Nolan 97 Willow Run Drive Centerville,MA 02632 Map/Parcel#210060 Express-Permit#200700042 - Stamped January P,2007 Work to be completed as stated on Express Permit: a. Remove existing sidewall from building and replace with like b. Remove existing asphalt shingles/roof and replace with Certainteed Architect shingles c. Install 2 Vinyl doors d. Install 1 Exterior prehung door Additional work that is in addition from express permit granted: e. Remove all rot from cills and replace as needed f. Remove all pine boards from sides of building and install %2 inch plywood' g. Remove all sub-roofing and install plywood to code h. Install studding as needed to conform to code on 4 exterior walls • i. Install rafters as needed to conform to code for roof frame/sub-roofing j. Install 36"x6'6"Exterior prehung door- Frame accordingly s ` F o� °s CONCRETE FOUNDATION TOP FNDN 38.65' Doti IL IL 'L 2 .99• IL IL �tK ti <<o oA-- IL IL DCE #07-282 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF, OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 97 WILLOW--RUN=CENTERV_-IL-L__ SCALE : 1" 50' DATE : NOVEMBER 20, 2007 PREPARED FOR:' REFERENCE : ASSESSOR'S MAP 210 PARCEL 60 CHERYL OLEN DB 16939 PG 287 I HEREBY CERTIFY THAT THE STRUCTURE F����OFMpss9 SHOWN ON THIS PLAN IS LOCATED ON THE TIMOTHY GROUND AS SHOWN HEREON. . tiN ' COVELL off 508-362-4541 O -' fax 508 36z-9sao v NO.38035 Qy down cape engineering, inc. (g' CIVIL ENGINEERS _-- LAND SURVEYORS DATE REG. LAND SURVEYOR s39 main st. yarmouth, ma . Current use Proposed Use 4 BUILDER FORMATION �, t -ye-e o 6N Name Eric (k 1 TelephoneNumber s� `o��l�.� ®fofol Address ,-Vep License# -- ..C-S m cl b/ 7 Ease- Fa lmol--f�fl Al D2-3 3 Cv Home Improvement Contractor# x_ Worker's Compensation# V0Q /-b0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO k Exp SIGNATURE DATE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 910 Parcel T tOO L� Application#� 70, E 9 Health Division Conservation Division Permit# Tax Collector � Date Issued lS0­1 o Treasurer "� Application Fee OC 1- - ` Planning Dept. Permit Fee Lf Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis Project Street Address 97 WOW Run D r t uR- Village rl�ry A elca�dri� Owner C he q l Nolan Address 0310 G✓a000 wheel Pao!� V A 22369 Telephone o?` O- 077ly'o?005_ Permit Request �..% Tear down and Re- build as plans Spec fzj (A _ Square feet: 1st floor:existing 1305 proposed 1'q1 tP 2nd floor:existing 3y7 proposed 369, Totari ew 1:79S- Zoning District A P Flood Plain C Groundwater Overlay ` f Project Valuation 351,OOp Construction Type Lot Size 1` 3 aut S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation? r Dwelling Type: Single Family, Two Family ❑ Multi-Family(#units) = M Age of Existing Structure 1939 Historic House: ges ❑No On Old King's Highwa : ❑Yes ❑No Basement Type: ❑Full B Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) O Number of Baths: Full:existing ( new a Half:existing O new Number of Bedrooms: existing 3 new 3 Total Room Count(not including baths):existing tv new First Floor Room Count S Heat Type and Fuel: Gas it ❑Electric ❑Other Central Air: ❑Yes ��dNo Fireplaces: Existing �� New Existing wood/coal stove: ❑Yes tJ'No Detached garage:&existing Q new sizP 0 Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization VAppeal# 1�007-01 Z Recorded❑ Commercial ❑Yes 4No If yes, site plan review# Current Use Sing le f0m/ty home,....- Proposed Use F01-i/y I�Onu BUILDER INFORMATION ,=.—Nam� G Eric Mtn r�ten5fe. ele one Number 50�� qq- Ois7 _ %ddres Deb 0 L Licens # c,_s q F S+ F mnu�h �!A o as 3� Home I rovement Cont ctor# 0 d2*0 PO- SS es4 X tnlo(�f Od(o7 Worker's ompensatio # ALL CONST ON DE RIS RES LTIN FROM THIS PROJECT WILL BET KEN TO W 4e C- reSS SIGNATURE, MAJ Z DATE 0 PEexe�'l�_w 6�tia own: ' FOR OFFICIAL USE ONLY ` PERMIT-NO. DATE ISSUED MAP/PAVCEL NO. _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION � , K1J�1® FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING (F--)')131)sy DATE CLOSED OUT ASSOCIATION PLAN NO. r KE I Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 MASS 9$A 16jq- , (508) 862-4038 rED MA'i a Certificate of Occupancy Application Number: 200705619 CO Number: 20080194 Parcel ID: 210060 CO Issue Date: 10/20/08 Location: 97 WILLOW RUN DRIVE Zoning Classification: RESIDENCE 0-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: MARTIN,ERIC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: ui ing Department Signature Date Signed �INETph, "TOWN OF BARNSTABLE Building Application Ref: 200705619* BARNSTABLE, * Issue Date: 10/05/07 Permit . 9� 639• ��� Applicant: MARTIN,ERIC Permit Number: B 20072453 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/63/08 Location 97 WILLOW RUN DRIVE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 210060 Permit Fee$ 1,463.70 Contractor MARTIN,ERIC .Village CENTERVILLE App Fee$ 100.00 License Num 96147 Est Construction Cost$ 357,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 3 BR SINGLE FAMILY HOUSE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: NOLAN,CHERYL C 8i DAVID B BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 8310 WAGON WHEEL RD INSPECTION HAS BEEN MADE. ALEXANDRIA, VA 22309 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY;STREET'ALLY OR SIDEWALK ORGAN ART THE F H TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLYPERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY.BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:; TIIE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THEAPPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.. 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). :„ u x BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Ad ,�..� =tz� U. �0 2 2 2 3 1 Heatinj Inspection Approvals Engineering Dept Fire.Dept s 2 OB7xh ff 3� f P�oF,HE, ti Town of Barnstable Regulatory Services BARNSrABLE. Thomas F. Geiler,Director MASS. g E&39�a Building Division Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: .508-790-6230 PLAN REVIEW Owner: 0:0 l a n Map/Parcel: Jla 61 0 Project Address 99 0--Ilow P—wq fie-I'rc Builder: En c- ar°]k'i �G 141) The following items were noted on reviewing: ° fee.l Reviewed by: Date: Q:Forms:Plnrvw IiirYiry�+x`�/5•S'}+W�...v:1.w.. .. error '�.s x.. �.. - h h f _ .d w ,t"t a:. :i�.�.Y`^.t C`'r .r•.P._. . .:�::- , ..frL,�! . ,'.. . � '1_ `pFTHE►p,,� Town of, Barnstable - BARNSTABLE. Regulatory Services y .MASS. �. �p °b,q• Building.Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ,g7 I:)w !P Kr, Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: U T, n Mx�StnS 5#Jra14 ��3 f (n� L n5p1PPr,nt T7ri -"iruASCS 11.E Aw 'Sel' Please call: 508-862-4.03./8 for re-inspection. Inspected by I'A_U, f— Date RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition S50.001 _ Alterations/Renovations $50.00 ------------ BuilditgPeimitAmendment S25.00 FEE VALUE WORMHEET NEW LIVING SPACE I?_ b square feet x$96/sq,foot=�17I ,3tep x.0041= 4 a. plus from-below(if applicable) _ , 7� 5� ALTERATIONSIR N0VAnONS.OFEXISTING SPACE square feet x$641.sq,foot= x.0041= plus froze below(if applicable) GARAGES(attached&detached) qDD square feet x$32/sq,ft._(! �bQ x,0041= S .145 ACCESSOB.Y STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building pernit: square feet x$96/sq,foot= x.0041= ' STAND ALONE PERMITS Opel!Porch 0 x S30,00= (� (number) Deck x$30.04 (number) Fireplace/Chimney x$25.00= '� a,S-=D.O (number) Inground Swimming Pool $60.00 ' Q• Above Ground Swimming Pool $25,00 Relocation/Moving S150.00 (plus above if applicable) Projaast p errriit Fee Rev:063004 r - �pF1HE, ti Town of Barnstable. Regulatory Services 33ARNSTABLE, MASS. Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w�,w.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section if Using ABuilder as Owner of the subject property herebyauthorize Crr7 C 17)arili ) Co to act on my behalf, in all matters relative to.work authorized bythis building permit application for: R? tollot"I Rum en Vu //C 0dCo3� (Address of Job) Signature of Owner D t �® D Print Name QTORMS:OWNERPERMIS S ION - Table d5:Z1D(eoutWned) pmcriptivo Packages for On and Two-FaraW Residential Baildings3leatsd w'it$'F`os:0'F'pels 114AXfMiTM lImVimum Glazing, Glazing Ceiling Wall Floor Bate eW Slab BeatinglCooling Area' !e) u.vniuet R-vnlml ' R-yaluel R-yalue? wall -pesirne�er Egwpme¢tt Emciiacy C Pac'rage R-value, R-yaluey 5701 to 6500 Heating liegrer Days' ' 12% _ 0.40 31 13 19 10 6 Normal R 12% 0.52 30 19 -. 19 10, 6 Normal g 12% 0.50 31 13 19 10 6 '15-AFUE T ISfe 036 31 13 25 WA NIA. Nanaal L1 15% 0.46 31 19 19 10 6 Normal y 15% 0.44 31 I3 25 NIA• N/A U AFUE 15% OM 30 19 19 10 6 U AFUE .X 18% 032 33 13 23 NIA NIA Normal �° 18•!0. 0.42 38 19 ZS NIA NIA Normal Z 12% 0,42 33. 13 19-- 10 6 90 AFUE �A.A 0.30 30 19 19 10 b-"'- 9'AFV$--` 1, ADDRESS OF PROPERTY: q7 Willow RUO ©n4e. CeMeAh tie., moq DaC,z 3a 2, SQUARE FOOTAGE OF ALL EXTERIOR WALLS: (94S0 3, SQUARE FOOTAGE OF ALL GLAZING: icy) 4, %GLAZING AREA(#3 DIVIDED BY 42): 5. SELECT PACKAGE(Q--AA-see chart above): A Potaka�.e NOTE'. OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES:. NO: Q-fbrrw-f980303 a 200 Main Street v Hyannis, MA 02601 WIN j�S��k.'' Nam=� s 2�.�mb`�'�,w�+� k�I3� P���t�Q�� k�t '�121jj, t���4����• ^ ' ` o M4ue �sorcv� asab �. Is Building/Structure located in a Local or Regional Historic District: YES ❑. Q »; ?,,i, J4•'r a If YES, Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of Application: 7�O 7 Building/Structure Address: q ] 110 Iun Do ceo+uy1 1I4� ►'>7A OJDS Number Street Town State Zip Assessor's Map#: 01D Assessor's Lot Is Building/Structure listed on the National Register of Historic Places or on a pending list with the National Register of Historic Places: YES ❑ NO JK How old is the Building/Structure: How is the Building/Structure Occupied: des Number of,Stories: Architectural style of Building/Structure, describe if not known: e-C, Material of Building/Structure: Gad D ro mQ d Is this Building/Structure associated with one.or more historic events or persons. Please list event, description or names: 144, Type of Building/Structure and propose work: -Sll)a le `f �/`l �s� n r2 G✓ /' �/ d Explanat' n of the proposed use to be made of the site;, Loohlweol51,94k 'eMI~ it 1�412C'2 Sony- f6C)+P t7A1- SGr✓n2 51 Z 2 Zoning District: Fire District: �C7 ? Applicant's Name: Chn I C. /V Q!an Address: 3 l o (,'Ja ' (t ndo~G 0A 0030 Number Stre t Town State Zip Owner's Name: C' !h 2f N j nC - N D I G n /� Address: I,� �iV I �AOLj P(I.ZR �7�`Q- l,{' ef�i Number Street Town State Zip Contractor: rk(10fl Home MoLii ,feQanCe Address: (D I 6t rtwcxk (Jaw ! T0CM0(,tft(),r-f Mrq (�ab75 Number Street I Town State zip Program Qf Lot and Building/Structure with dimensions: (. Uo ad as 6f S/ lle 4 mf Name: -S' �� C r f � ' OFtME tpk� Town of Barnstable Barnstable Historical Commission * BAR NSTABLE, * 200 Main Street, Hyannis, Massachusetts 02601 y MASS. g (508) 862-4786 Fax (508) 862-4725 1639.$ABED Mall www.town.barnstable.ma.us ' O V Linda Hutchenrider, Town Clerk W 367 Main Street < o ON r� Thomas Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 V Cheryl Nolan. 8310 Wagon Wheel Rd Virginia, VA 22309 Re: DECISION of the Barnstable Historical Commission suant to the Code of the Town of Barnstable ss 112-1 through ss 112 LAYING the application for DEMOLITION of pro e ws: �2 0 f Location: 97 Willow Run Drive, Centervil e A 02632 Map 210, Parcel 060 Applicant: Steven Shuman, Owner: Cheryl Nolan Date application submitted: April.5, 2007 At the Barnstable Historical meeting of April 11, 2007, the Commission reviewed the application for demolition at the above address. Based on site visits and review of photographs, the Barnstable Historical Commission unanimously voted to find that the house referenced above, is not an architecturally or historically significant building in terms of the period and style of architecture, and furthermore, is in very poor condition. Based pnkthis finding demolition of the property at the a ove a dress may proc:ed. Sincerely PfQ� fAI a 6S'.0 Wd 91 AN LOCI Barbara Flinn, Chairman 3—19VISN08 j0 NA #: a�wsreat� a n;TOW ,. Nw+ Town of Barnstable '07 FEB 26 P 1 :47 Zoning Board of Appeals Decision and Notice Appeal 2007-012 — Nolan Special Permit-Section 240-91.H(2),Demolition and Rebuilding on Nonconforming Lot To permit demolish and rebuilding of a single-family dwelling not in conformance with the current setback requirements Summary: Granted with Conditions Petitioner: Cheryl C. Nolan' Property Address: 97 Willow Run Drive, Centerville, MA Assessor's Map/Parcel: Map 210, Parcel 060 Zoning: Residence D-1 Zoning District Relief Requested & Background: The subject locus is a 1.1-acre lot that according to the Assessor's record is developed with a 1,554 sq.ft. two-bedroom single-family dwelling and a detached 400 sq.ft. garage structure. The lot is accessed via a gravel road off Willow Run Drive and fronts on Wequaquet Lake. The lot is encumbered with an isolated pond and wetlands. The applicant is seeking a special permit to demolish an existi ng single-family dwelling on an undersized nonconforming lot and rebuild a new single-family dwelling on the undersized lot not in compliance with required setbacks: The proposed setbacks are those established by the existing structure and do not conform to current zoning requirements for setbacks to wetlands from mean high water of a great pond as is required in Section 240-7.G. According to plans submitted, the proposed new footprint of buildings would be 1,808 sq.ft. (dwelling plus garage), and the total gross floor area would be 2,185 sq.ft. The proposed location of the new dwelling is in that footprint established by the existing dwelling, 25.4-feet off Wequaquet Lake. The existing garage is set back 19.2-feet off wetlands and is to be retained Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 2, 2007. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened February 14, 2007, at which time the Board found to grant the special permit subject to conditions herein. Board Members deciding this appeal were, Ron S.Jansson, Sheila Geiler, Kelly Kevin Lydon,John T. Norman, and Chairman, Gail C. Nightingale. The project architect, Steven M. Shuman represented the applicant. A signed and notarized letter from Cheryl C. Nolan dated December 22, 2006, had been entered into the file with the original application authorizing Mr. Shuman to act on her behalf. Mr. Shuman noted that initially that project was to renovate and restore the existing structure. However, upon review of the structure, it was determined demolition and rebuilding,was in order. It' T. �l ITW Building Components Group, Inc. 13389 Lakefront Drive Earth City,MO 63045 (314)344-9121 Page 1 of 1 Document ID:ITDV8042ZO204141755 URL:http://ECDrawings.alpeng.comfrhird/BCONE.nsf/USA/1369C93EBIE4B7lA6862573C6005D307A Truss Fabricator: Building Components of New England Transmitted From: ni ke01010@charter.net Job Identification: 07949-/NOLAN ROOF -- CENTERVIELLE, NA Model Code: IBC Truss Criteria: I BC2003 Engineering Software: Alpine proprietary truss analysis software. Version 7.40. Truss Design.Loads: Roof - SO PSF 0 1.16 Duration Floor - N/A Wind - 120 PH (ASCE 7-02-Closed) Notes: Seal Date:01/04/2008 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Scott L.Schurwan . record, as defined in ANSI/TP I 1 Massachusetts License Number: 32020 2. As shoon on attached drawings; the drawing number is preceded by: SOUSRS042 Details: BRCLBSUB- Submitted by SLS 14:16:46 01-04-2008 Reviewer: SL u # Ref Description Drawing# Date 1 49678--T-1 R 08004003 01/04/08 2 49679--T-1E R 08004004 01/04/08 3 49680--T-2 08004002 01/04/08 4 49681--T-2E 08004006 01/04/08 f THIS DWG.PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. _ (07949-/NOLAN ROOF -- CENTERVIELLE, MA - T-1 R) Top chord 2x4 SPF #1/#2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E :BC2'2x4 SPF #1/#2: anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 Webs 2x4 SPF #1/#2 psf. :Lt Slider 2x4 SPF #1/#2: BLOCK LENGTH = 2.000' :Rt Slider 2x4 SPF #1/#2: BLOCK LENGTH = 2.000' Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-psf live load in areas with'r 42"-high x 24"-wide clearance. Truss design per IBC sect. 2306.1. .10,00 psf non-concurrent bottom chord live load applied per ANSI/TPI 1. Deflection meets L/180 live and L/120 total load. Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. a QN M N - 5X6= , - b 4X4% 4X4- 4X6- W 4X6% m 2X30 s 2X3o� � III 4 (A) (A) 4 6-6-8 L' , 4X6, 4X6 0-9-8 0-9-8 Z T BC 5X5(E3) 3X4= 4X8= E 3X4 5X5(f3)=. 4X6= 4X6= 3X8(E3) ill. 3X8(E3)III 1T - 17-3-0 I 17-3-0 I 34-6-0 Over 2 Supports _i - o 8 R=2043 U=257 W=5.5" -2043 U=257 W=5.5" RL=155/-155 N t Design Crit: IBC2003 OF PET TYP. Wave C /RT=1.00(1.25)/5(0) 7.4 Y:14 MA/-/1/-/-/R/- Scale =.2"/Ft. wN3• ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. O.Z, •REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 TC LL 30.0 PSF REF R804 2- 49678 NORTH LEE STREET, SUITE 312, ALEXANDRIA. VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA. 6300 (f ENTERPRISE LANE. MAD SON' WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS AN TC DL 10.0 PSF DATE 01/04/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE {�� A PROPERLY ATTACHED RIGID CEILING. UR `L BC DL 10,0 PSF DRW MOUSR8042 08004003 -IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS .32020 GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS BC LL 0.0 PSF MO-ENG SL/SLS ALPINE IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING&BRACING OF TRUSSES. O DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA)AND TPI. ALPINE IO (.V TOT.LD. 50.0 PSF SEQN- 102917 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/X)ASTM A653 GRADE 40/60(W, X/H.SS)GALV. STEEL. APPLY ^ PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. ANV INSPECTION OF PLATES FOLLOWED BY (I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON TN IS V a ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT FSS/ONA1.�� DUR.FAC. 1 .15 Emili Cl MO 63045 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE City, BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. SPAC I NG 24.0" JREF- lTDV8042Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (07949-/NOLAN ROOF -- CENTERVIELLE, MA - T-1E R) Top chord 2x4 SPF #1/#2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 Webs 2x4 SPF #1/#2 psf. :Lt Slider 2x4 SPF #1/#2: BLOCK LENGTH = 2.000' :Rt Slider 2x4 SPF #1/#2: BLOCK LENGTH = 2.000' Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf Five load in areas with See DWGS A12015EE0207 & GBLLETIN0207 for more requirements. 42"-high x 24"-wide clearance.. Truss design per IBC sect. 2306.1. 10.00 psf non-concurrent bottom Deflection meets L/180 live and L/120 total load. chord live load applied per ANSI/TPI 1. Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. a 0 M 1NpQCQ GJ M n 5X5= N Ha DO a W 3X6% 3X6- 4 — — 4 6-6-8 MOO 3X4- z w 0-9 8 BC2 0-9--8 gZg 3X4(E3)= 9 3X6= 3X6= 3X4(E3)= L 3X8(E3) III 3X8(E3) III PEs=_qE 17-3-0 L 17-3.=0 _I_ 17-3-0 _I € 34-6-0 Over 3 Supports o 0 R=148 PLF U=18 PLF W=12-0-0 R=147 PLF U=18 PLF W=12- RL=13/-13 PLF R=96 PLF U=8 PLF W=10-6-0 Note: All Plates Are 2X3 Except As Shown. L Design Crit: IBC2003 PLT TYP. Wave C /RT=1.00(1.25)/5(0) 7.40 Assq :2 MA/-/1/-/-/R/- Scale =.2"/Ft. --WARNING--TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. O G� TC LL 30.0 PSF REF R804 2- 49679 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET. SUITE 312, ALEXANDRIA. VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA, 63O0 WAN ENTERPRISE LANE, MADISON,WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS p� TC DL 10.0 PSF DATE 0 1/04/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE Q UV 1 UfV1L N A PROPERLY ATTACHEO RIGID CEILING. 0.32020 BC DL 10.0 PSF DRW MousR8042 08004004 •�IMPORTANT-*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS " GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS BC LL 0.0 PSF MO-ENG SL/SLS ALPINE IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING A BRACING OF TRUSSES. r DESIGN CONFORMS WITH APPLMADE OF 20 PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AK/H.S AND TPI. ALPINE ^�^,ST���/`�� TOT.LO. 50.0 PSF SEQN- 1 02920 CONNECTOR PLATES ARE WIDE OF 2O/18/18GA(W,N/SS/K)AS7M A863 GRADE 40/80(W,X/H.SS)GALV. STEEL. APPLY I` v PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1GOA-2. ANY INSPECTION OF PLATES FOLLOWED BY (4)SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS FSSj�NA��N DUR.FAC. 1.15 ITW Building Components Group, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT MO 63045 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ]r"'8L�1 City, BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. SPAC I NG 24.0" J REF- 1 TDV804 2Z02 (07949-/NOLAN ROOF -- CENTERVIELLE, MA - T-2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF #1/#2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located- Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT il, EXP B, wind TC DL=5,0 psf, wind BC DL=5.0 Webs 2x4 SPF #1/#2 psf. Bottom chord checked for additional 20-psf live load in. areas with Wind reactions based on MWFRS pressures. 42"-high x 24"-wide,clearance. Deflection meets L/180 live and L/120 total Load. Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. a 0 In 0 4X6= N m 2X3o� 2X34i W m. m 4 � � 4 4-2-3 0--5---8 0-5-8 ? W 4X6(B1)= 4X4= 3X4= 4X4= 4X6(B1) L -s-Q_.j -6-Q L 11-2-0 _I, 11-2-0 _1 22-4-0 Over 2 Supports _I o U R=1388 U=174 W=5.5" R=1388 U=174 W=5.5" RL=102/-102 N Design Crit: IBC2003 t1 PET TYP. Wave C /RT=1.00(1 .25)/5(0) 7.40 S :3 MA/-/1/-/-/R/- Scale =.3"/Ft. ••NARRING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI . (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 �Q a G TC LL 30.0 PSF REF R8042- 49680 NORTH LEE RISE LATE',ADISO 312, AL53719)IF VA, 22514)AND ETCA(W000 TRUSS COUNCIL OF FUNCTIONS. LESS Q WAN TC DL 10.0 PSF DATE 01./04/08 8300 EIRERPR ISE LANE, MADISOM, ■I 59T1B) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIWG. UNLESS OTHERWISE INDICATED TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ORAL y 0 08004002 **ISPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITC BUILDING COMPONENTS .32020 BC DL 10.0 PSF DRW NousReoazINSTALLATION GRDU - INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS Q BC LL 0.0 PSF MO-.ENG SL/SLS ALPINE IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING&BRACING OF TRUSSES. DESIGN OR PLATE WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AK/H.S AND TP1. ALPINE TOT.LD. 50.0 PSF SEQN- 104113 CONNECTOR PLATES ARE MADE OF 20/18/I0GA(W,X/SS/K)ASTY p859 GRADE 00/60(W. NM.SS) GAMY. STEEL. APPLY I` V V PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-2. ANY INSPECTION OF PLATES FOLLOWED BY (1)SHALL BE PER ANNEX AS OF TPI1-2002 SEC.3. A SEAL ON THIS FSS/Oryp1,�N6 DUR.FAC. 1 .15 ITW Building ComponenbGToup,Ina. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Earth CI MO 6304S DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE City, BUILDING DESIGNER PER AMI/TPI 1 SEC. 2. SPAC I NG 24.0" JREF- 1TDV8042ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (07949-/NOLAN ROOF -- CENTERVIELLE, MA - T-2E) Top chord 2x4 SPF #1/#2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF #1/#2 anywhere in roof, CAT II, EXP 8, wind TIC DL=5.0 psf, wind BC DL=5.0 Webs 2x4 SPF #1/#2 psf, See DWGS A12015EE0207 & GBLLETIN0207 for more requirements. Wind reactions based on MWFRS pressures. Deflection meets L/180 live and L/120 total load. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. 0 M N i..1 M 6X8(R) III N a v W W 4 r- 4 4-2-3 0-5-8 0-5-8 2 W z 4X6(B1)=. 4X4= 3X4= 4X4= 4X6(B1)= ` I. 11-2-0 ,I_ 11-2-0 22-4-0 Over 2 Supports R=1388 U=174 W=5.5" R=1388 U=174 W=5.5" RL=102/-102 Note: All Plates Are 2X3 Except As Shown. L Design Crit: IBC2003 (t1 PLT TYP. Wave C /RT=1.00(1.25)/5(0) 7.4 sq Y:1 MA/-/1/-/-/R/- Scale =.311/Ft. ••MANNING••TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REF R804 2- 49681 ` REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 O ��/ TIC LL LL 30.0 PS NORTH LEE STREET. SUITE 312, ALEXANDRIA, VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA. 6300 rrAN ENTERPRISE LANE,MAD SON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS -� TIC DL 1 0.0 PSF DATE 0 1/04/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE Cr1 UI11'�L W.A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 17W BUILDING CQIPONENTS � O.32020 BC DL 10.0 PSF DRW MousRaoaz oaooaoos GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS O BC LL 0.0 PSF MO-ENG SL/SLS ALPINE IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING&BRACING OF TRUSSES. c �j DES,GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE /0 GJST L TOT.LD. 50.0 PSF SE N- 104118 CONNECTOR PLATES ARE MADE OF 20/18/16GA(W.H/SS/K)ASTM A653 GRADE 40/60(W. K/H,SS)GALV. STEEL. APPLY Q PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. `s ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1 .1 5�� ITW Building ComponenW Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT FSSJ�NA1. EBITli City,MO 63045 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. SPAC I NG 24.0" J REF- 1 TDV8042Z02 CLB WEB BRACE SUBS`I'ITU`I'ION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR T-BRACE IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: OR \ BRACING METHOD IS DESIRED. L-BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. NOTES: AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED MEMBER LENGTH CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SCAB BRACING: SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X3 OR 2X4 2 ROWS 2X6 2-2X4 NO MORE THAN (1) SCAB PER FACE, 2X6 1 ROW 2X4 1-2X6 ATTACH WITH 10d BOX OR GUN "x 2X6 2 ROWS 2X6 2-2X4(*) AT 6" MIN) NAILS. AT O.C.. BRACE IS A MINIMUM 2X8 1 ROW 2X6 1-2X8 80% OF WEB MEMBER LENGTH 2X8 2 ROWS 2X6 2-2X6(*) SCAB BRACE T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB.- APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 --WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING, SHIPPING,INSTALLING AND TC LL PSF REF CLB SUBST. BRACING. REFER TO SCSI(BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, 218 NORTH LEE STR.,SUITE 312, ALEXANDRIA, VA.22314)AND WTCA(WOOD TRUSS COUNCIL OF t AMERICA.6300 ENTERPRISE LN,MADISON.WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE �� OF TC DL PSF DATE -2/23/07 FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL r (�(� PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, �`�yAn C DL PSF DRWG BRCLBSUB020 7 --IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW BCG, INC.,SHALL I`- ALPINE E No BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSS IN O� SC�TT L. 7j_ LL PSF -ENG M LH/KAR CONFORMANCE WITH TPI,OR FABRICATING,HANDLING,SHIPPING,INSTALLING 6 BRACING OF TRUSSES, /L w' V DESIGN CONFORMS WITH.APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. SCH URWAN ITV,BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K) ASTM A653 GRADE 40/60(W,K/H,SS) p LD. PSF 77GALV.STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS 1RQ1' OOSTRUCTURAL ITWBUILDING COMPONENTS GROUP,INC. DESIGN,POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL NO.32D20 D PAC. BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND ANSI/TPI USE NSI OF TIISECCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ACING 05/13/2003 14:30 9494776275 PRIORITY ESCROW PAGE 03/10 b RECORDING REQUESTED BY: DAVID B, CARROLL, PC F-k 16939 Ps287 0658974 WHEN RECORDED MAIL T0: i 05—19-20. 03 a 12 = 1 6R Cheryl C_ Nolan ' 8310 WAGON WHEEL ROAD ALEXANDRIA, VA 22309 `SPACE ABOVE THIS LINE FOR RECORDER'S USE Q U I T C L A I M 1) E E D The undersigned Grantor(s) declare(s) , Documentary transfer, tax is $ None - See below ASSESSOR'S PARCELa NO• . c( ) omputed on full value of property conveyed, or TITLE ORDER NO. : ( ) computed on the full value less liens or ESCROW NO. : 5753KA encumbrances remaining at the time of sale, FOR A VALUABLE CONSIDERATION Y receipt of which is hereby acknowledged, CHERYL C. NOLAN AND D,A,VID B. NOLAN ` hereby remise, release and forever Vitclaim to CHERYL C. NOLAN v J R., the following real property in the City ofh,Centerville County of Barnstable, State of MASSACHUSETTS: ` ` described as: Exact legal description as per Exhibit 'A', Attached hereto and made a part hereof. Date: May 13, 2003 ID L NOLAN 3 STATE OF ZIF N r COUNTY 0F� 7 B. N On t before e, U 7 ersonally appeared � Av I'� personally known to me (or proved to me on the basis o a�,, a.'bed and sworn to before me thi;, of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument f'�/oi and acknowledged to me that he/she/they executed the UJltot'Ss r., hand and same in his/her/their authorized capacity(ies) , and � 1 that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the Notary Person(a) acted, executed the instrument. My Commission exp!ea;WOW =3 �.,. �A d an of icial seal. OT ep r 9.5� (This area for official notarial seal) lip TS TO: �,•t'i., ,USN 11` I 05/13/2003 14:30 9494776275 PRIORITY ESCROW PAGE 02/10 Bk 16939 Ps288 �589?4 SURVEY AFFIDAVIT State of �G v f' County Of Before me,the undersigned authority,on this day personally appeared eXl L,&. C• N�14A, ,ho upon oath,swears that the following statements are true; 1) That he/she is a resident of F#aF-#v- County, V, e&I ti'1/} and is the owner of the following described real property: (A )- 2) That he/she is familiar with a survey made by registered professional surveyor,and dated ,as job no. of the above-described property. 3) That he/sbe is familiar with the above described property and that there have been no changes in the limes of the property or in the buildings,fences,driveways and other improvements shown on the aforesaid survey,there have been no changes to any easements located on said property,and no buildings,fences,driveways or other improvements have been conshucted on adjohdug premises since the date of said survey_ 4) That the real property described above conforms in all particulars with the state of facts shown in the aforementioned survey. Accordingly,if the aforementioned survey were revised to a current date,no material changes would be reflected thereon 5) This affidavit is made to induce CHICAGO TIT E INSURANCE COWANY to issue a policy of title insurance covering the above-described premises without requiring a currently dated survey to be submitted. oing instrument was acknowledged before me this J day of ` by AMA" xplres 07-14-2006 Notary Name Print °f �r 07 c�`;.�•` Bk 16939 F"9289 =58974 File No. D03-7168AA EXHIBIT A—Property Description Property Address: 97 Willow Run Drive,Barnstable,Centerville,MA 02632 Tax Assessor's Information: Map 210 Parcel 060 That certain parcel of.land together with all the buildings thereon on Barnstable(Centerville), Barnstable County,Massachusetts more particularly bounded and described as follows: Northeasterly by Wequaquet Lake,one hundred ninety(190)feet, more or less; Southeasterly by land now or formerly of Hilda E. Wannie,two hundred ninety-seven and 46/100(297.46)feet, more or less; Southwesterly by a right of way,two hundred nine and 89/100(209.89)feet; Northwesterly by land now or formerly of Mildred T.Daggett, two hundred ninety-one and 93/100(291.93)feet,more or less. For a title reference see that deed of Cheryl C.Nolan(fka Cheryl Ann Cottle)to Cheryl C.Nolan and David B. Nolan,deed dated 3/11/1992, and recorded with the Barnstable County Registry of Deeds on 3/11/1992 at Book 7912,Page 178. BARNBTAl�LE COUNTY A T�RUUE CO PYFis Y ATTEST JOHN F.MEADE,REGISTER WO TAN REGISTRY OF DEEDS Chicago Title Insurance Company LEGEND SYSTEM PROFILE NOTES SYSTEM DESIGN. TOP FNDN. PROP. AT EL. 38.67' PROVIDE OBS. PORT WITHIN 3' OF FINISH GRADE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCE:'' COVER (WATERTIGHT) TO 1. DATUM IS WEQUAQUET LAKE DATUM SYSTEM ti efo° 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED MINIMUM .75' OF COVER OVER PRECAST °Y Wequaquet 36.0' WITI1.:. 6' OF FIN. GRADE 2. MUNICIPAL WATER IS AVAILABLE (TO BE INSTALLED) $ I Lake 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 2% SLOPE REQUIRED OVER SYSTEM 41.6 $ USE A 330 GPD DESIGN FLOW RUN PIPE LEVEL 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 36.25' FOR FIRST 2' 2' DOUBLE WASHED PEASTONE c1' 100 PROPOSED CONTOUR PROPOSED 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20 b (PROP.) 40.8' v �P° Locus SEPTIC TANK: 330 GPD (2) = 660 GALLON�S�EPTIC `_- -_ - - 100- - EXISTING CONTOUR USE A 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION 36.05' Co BFI2AOON DETAAIL 1SO.�U ICE 40.33' wow 5. PIPE JOINTS TO BE MADE WATERTIGHT. d +34.36 EXISTING SPOT GRADE 40.50' 40.3' r LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ee PhI��eY N/A (�X SLOPE) SEE DETAIL 6' CRUSHED STONE OR MECHANICAL $ 0.50' o ENVIRONMENTAL CODE TITLE V. Greot Marsh ao25 39.8' SIDES: COMPACTION. (15.221 [2]) 30 x 15 (.74) _ ;•;� DEPTH OF FLOW - 4' 1 ) NOTE: 6" INVERT PROPOSED 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE BOTTOM: (-% SLOPE Route 28 TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE USED FOR LOT LINE STAKING. TOTAL: 450 S.F. 333 GPD INLET DEPTH - 1 O�" CP 3n'v tfi' LEACH FIELD OF 2 ROWS OF 7 OUTLET DEPTH - 26" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. USE STANDARD QUICK 4 INFILTRATORS EACH, WITH 3' S' 9. COMPONENTS NOT TO EE BACKFlLLED OR CONCEALED WITHOUT STONE AT SIDES, 3.3' BETWEEN ROWS AND 2.5' AT ENDS FOUNDATION- 20' -SEPTIC TANK/ 52' D' BOX - 5' LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS MAP PUMP CHAMBER FACILITY FROM BOARD OF HEALTH. NOT TO SCALE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 210 PARCEL 60 MA WATER EL 34.8 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS IS WITHIN FEMA FLOOD ZONE C APPROVED DATE BOARD OF HEALTH PER B.D.H. TO COMMENCEMENT OF WCRK. AP DISTRICT 11. WETLAND FLAGGED BY HAMLYN CONSULTING GROSS FLOOR AREA \ STRUCTURE EXISTING PROPOSED �S HOUSE 1,732 SF 1,785 SF GARAGE 400 SF 400 SF \� P� EXISTING 40 MIL POLY VINYL AND TOTAL 2,132 SF 2,185 SF N DWELLING 35sy HIGH WATER LAKE ELEV. 34.8' (BARN. HAT. RESOURCES) 10"_, MASTIC ON INSIDE OF F.A.R. 5.7% 5.9% 99P� EL RETAINING WALL LOT COVERAGE BY STRUCTURE PROVIDE ROCK VENEER (OR EXISTING PROPOSED % BASED UPON PROP. CONC. RET. WALL SURROUNDING EQUAL) ON EXPOSED WALL 2,073 SF (5.56%) 1,808 SF (4.85%) 37,300t UPLAND BENCHMARK (6) #3 BARS CONT. FOR NATU LEACHING FACILITY. TOP WALL ELEV. 40.8' 3>.61 1 _ ;;�;: TEST HOLE LOGS 5'REMOVAL OF UNSUITABLE SOIL _37- AREA RA o �' y BEACH NAIL IN 32" MAPLE S HORIZONTAL REINFORCEMENT REQUIRED AROUND PERIMETER OF ), \� \ ELEV=40.62' •' DAVID FLAHERTY, R$ EXISTING LEACHING FACILITY, DOWN TO \ \ I ENGINEER: GARAGE SUITABLE SOIL LAYER, REPLACE i-_iH1 3A \\ \ 3.8'' EL.38.0'+/- T I CLEAN MED. SAND. ENGINEER 4,g' WITNESS: D. DEMARAIS, RS TO INSPECT AND CERTIFY 3s.e o c* B T1.ly� yy,_ PROP. STY COMBINATIO ;: #3 BARS 12" O.C. FOR VERTICAL DATE: 8/21/06 REMOVAL �3 0 4 M \(RE-KO TE PLUMBING) 3746 •�, `\ DECK TO BE REMOVED '�" REINFORCEMENT / AWN ♦\ c�� �� Fo ry'''' PERC. RATE _ < 2 MIN/INCH PROP. VEN ° / EXIST. �1 o -PLANTER/PATIO TIE RETAINING WALL CLASS I SOILS p 1 1395 PROP. SHRUB o _ \ UN \�1 �9 (SEE ARCHITECT'S PLAN FOR DETAIL) SCREENING ° DIRT c,-38 PARKING \ \ 36.0'BASE EL. ELEV. ELEV. RE-SEED W/GRASS \ \ \P ABANDONED DRIVE. \ \ EXIST \ L 2 LARGE \ GRAVEL \ \ rOm •:I `s`�2$", '"' Q 38.0' Q 38.0' .. MAPLES o \ :;'; ;.:'':': .DRIVE 00 \ \s Qj FILL C/ FILL c, \i;'.,:' '>':: ''+:^,.'..•. \ �� °a .may NATURAL SOIL EACH ' �'p Q(i CC°dC. RET. WALL (NTS) WINDBLOWN A/B \ F SAND� ,��T• �",.`^;:, -'r,'%, �`� , EXISTING � � .yj. 17" WINDBLOWN •WOX 5MI I I DWELLING A B SAND EXIST. TOP FNDN-38. 't /gO• / RAISE TO ELEV.38.6T '' F, J '9 // NOTE>E06 GAL RESERVE 24" 7.5YR 411 36.0' PROP. RE-L9CATED DRIVEWAY-/ \ I\ _ \ '):�' \\ tom_ -_ \F� /' PRari70ED Ik PC / (TO BE PERVIOUS) -� \ IN ry ALARM AND CONTROL PANEL C'1 C1 w � / /•.� � TO BE INSTALLED INSIDE 'BORDERING LAND BUILDING. ALARM TO BE ON INV. IN 36.05' � MCS BOG IRON SUBJECT ELE TO5 o'j�NG' SEPARATE CIRCUIT FROM PUMP - 2'_PRESSURE LINE / 31" 35 4 2a�°`-`TEE Slv"PE TO DRAIN BACK 10YR 4 8 _ FLOAT SNATCH ALARM ON WEEP HOLE 48" 34.0' -------- "� / SETTINGS: t5oo rw.. C2 C2 LOT AREA 1 \ _- i / // EXIST. CP\ PUMP ON njMSIOE CFfCK VALVE PERC (PUMP AND\REMOVE \ 4.3' WORKING RANGE 6' OF RAFFLE MYERS SRM 4 BOG IRON MCS UPLAND: 37,300t SF (0.9 ACRES) \\ 1\ �'I / CP; /// \ ) 4.3' 10 6'6' SUBMERSIBLE 4 10 HP PUMP 50" 33.8' \\ PUMP OFF 12 SYSTEM (OR EQUAL) 6O" OBS WATER 33.0' 60" OBS WATER 33.0' WETLAND: 19430t SF (0.4 ACRES) 1 \ \ /� G E �OSSfSECOND CESSPOOL (PUMP AND REMOVE) ,rTD TOTAL: 56,730t SF 1.3 ACRES 1 \ / wlR "' TLAHD DOSE (4- WORKING RANGE) \ \ 4 DOSES PER DAY, AT 83 GAL. PER o00000 00 I\ PT R // /// l(9 r35- - EDGE OF 11 1 \ / \\ \ e.aAFFLE CS 10YR 4/6 GARAGE qcS'� NATURAL \ \ RAFFLE 108" 10YR 4/6 29.0' 102" 29.5 AREA ) 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION - \ \ 04 (NOT TO SCALE) VARIANCES REQUESTED: / 'I I / WATERPROOF/WATERTIGHT TOWN OF BARNSTABLE SECTION 360-1: REDUCTION IN SETBACK, SAS / I n /I TO WETLAND (100' TO 74'); ST TO WETLAND (100' TO 52') BUOYANCY CALCS: \ '�'0P� 11 / \ \\ I EXISTING DWELLING TO BE 6;T%2500 6.0 x 62?4 (S 25R12Y LEIS UP S �lk 012 �y TITLE 5 SITE PLAN! \ \ RAZED,NEW FOUNDATION ' \ I PROPOSED, AND DWELLING TO 0 �00 \p> \\\ �\ I FOOTPRINT.BE LT WITHIN SAME OF 97 WILLOW RUN (CENTERVILLE) BARNS°T'ABLE POND \ EXISTING \ zo (NOT A GREAT POND) // BUILDING PREPARED FOR UTIL POLE CHERYL C. NOLAN 0� O� OCTOBER 1, 2006 ,o REV. 11/17/06 REV. 11/ 2/06 a REV. 12/12/06 (BOH MTG.) p - REV. 12/21/06 (R & R.) ~ 5 REV. 12/23/06 (RETWALL) " REV. 1 10/07 (SETBACKS, LOT COVERAGE, TANK ELEVATION) -- - REV. 1/25/07 (WILL PER CONCOM) 5 0 25 50 75 100 CAPACITY - Scale:1"=20' GPM s0 PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP off 508-362-4541 0 10 20 30 40 50 FEET fox 508-362-9880 'OCP. OF N OF S ��,SN ,1 T DA4f4 �cyGN DANIEL"Jq`yGN down cape engineering, .'nc. �Ft OJALA �A. CIVIL q NO 4098 JALAo CIVIL ENGINEERS No.46502 ,P �- o. �°�`� �° s5,° P LAND SURVEYORS /\ °SURV O �J j L1 t 1251 u� 939 main st. yarmouthport, ma 02676 DATE DAMIEL A. OJALA, P.E., P.L.S. 06->49 pp: (� 06-149_SP.DWG (SBO) - - CEDA� 51044LE5 ON TWEE mot - -- --- — fuu, THICK ak." �BE� 1NhW. W/V.P. �DE(CIINA"@ L��r r41L"F� C L[f� ICI' I/all PL'jLk)P0l> 7NEDTNI�IL -- - -- i/�I P/C7TE Biz, l.bgH u/ `ikiM CUP�:_% 1 - - \ - -- - �c� FL�SFf'4 k1� DeIP II 11 yE1,. 3,.�1 -- _— �'� ME I 4ecolE �-- !.� P�reM���ly Bch • 3��4 'rIN.'Ft.�Ot� - Zx8 p�• FI' oN Sltl 5@ClEIZ— \ 3�q° PMWD. Tk4 5u cuE BrL..- � > N/> CJ t�Il� zA Jig C afteIN(1 I fFl. Pcno PL`N���It j 1 4--- - -- ----__ -- lie rf oi✓ F 1/ 4 I�5 e+�I P 11�hUL. 116.', \ \ II 1> P� � V � n rya VAFm 6C ziL3/41 C) H l� M clop — Z,c t .T• 1� a `JEG'�IG N �NRU CbNG1;ETfG GIIt�IDA�10N I Elc:l G i NhliL. ON �� O ° ( =Z,�4 F.T. ft TN. Cal G. GPI, wA1L 1 n _ I Dlr�f'P� MINA — �dZ�CJo' W/Z- �L6'h ��f3 /`� 61 • v 'r •. 10',C lCcl c�rlc. �'TG W���YwPy 1 ` CoNc, i�fG a fUL/1 v.13. ur 4" >3 SMOKE DETECTORS REVIEWED -yARP �41- r +- Ile n Irxp. I,IN'C C�Mt'�.� V?IC Q PATIO ,rr. l�JC� tp�� CARDONMJNCIXIDEALARIIS ��0 v� ' '� / \.• p MUST BE!NSTALLED PER B B BUILDING DEPT, DATE MASSAMETTSBuLUINGME FIRE DEPARTh4ENT DATE y� SEC p, ° L�l I TO sho�0 6"� ��i BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Z �NI�C'<i GF II'fH. fetch-, IN<jUL. Zn COmc. COYFL ON G MIL F-0 v.I5, ' I {i--., - -- I I I I I i to - ------ -- —-- f G.'_�0 I I O'I I I b � 1-5-r� � 1•Z- 5 � 11 p-- � - - -- -- - -- .z z xI� 5 urJ�a e yiiS`5 ew . - --- I q•� 'l i _ � I r Tr i - -�---. --..---- ZxID1 7 ICo11 (�.G-• Zx lG'7 L� I�" p.G.. Z-ic1�'�j L° I0" Aj 0 1 I I I I I I i ml - — I S I I I z,ra ass ,� 2-Zx10'1 UNDEZ-PG5T AP-V. 2 I 5>rE:-f'1oN I o I I _- 7t 1 -7 1�oil oN - �PP 6L,�>GKING MIPSPCN 13EIDGIN4 iGfC ,5 rEQ e, YEI? 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C.7'\4.� L.T\I l�` l S, IS�1 I V� DATE: Iq-FLFi rls 0 REVISED D-7 V t-L-OW VU N PRiv .� Cyr l� �� MA, AKRO ASSOCIATES ARCHITECTS � 310 Barnstable Road Hyannis, MA 02601J��UG F � S��n�D ���� �f�l►JC.� �'LAtrl Y / DRAWING NUMBER tel. 508-778-6060 fax 508-778-2558 Steven M. Shuman, RA Alice L.Oberdorf, RA or CI�12