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Home My WebLink About0141 BOG ROAD ( 5'/ t3�- /mod, ° G �I A-o be s� a � 1 o D 9 U c. ..- .a,� .:�: � �^J�_'. �•�+ �- -.—�.sue... _. ..... .- _ �' .�` � Town of Barnstable Building t Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 1 p 163 Posted Until Final Inspection Has Been Made. Permit �'$' 1 1. ►eay' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. rmt Permit No. B-19-4054 Applicant Name: ROLFE, MICHAEL&ALYSON E TRS Approvals Date Issued: 12/18/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/18/2020 Foundation: Residential Map/Lot: 045-016-003 Zoning District: RF Sheathing: Location: 141 BOG ROAD, MARSTONS MILLS Contractor Name: Framing: 1 Owner on Record: ROLFE, MICHAEL&ALYSON E TRS Contractor License: 2 Address: 141 BOG ROAD Est. Project Cost: $25,000.00 Chimney: MARSTONS MILLS, MA 02648 Permit Fee: $ 177.50 Description: FINISH BASEMENT- CRAFTS AREA/BATH -EJECTOR PUMP Fee Paid: $ 177.50 Insulation: Project Review Req: Additional smoke detector required at the base of basement Date: 12/18/2019 Final:�� afl stairs. NO SLEEPING IN BASEMENT. 1��q Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte`r�ssuance. All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st pctures shall be in compliance 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. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection ` ^� Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is irisfallgd 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. "Persons 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 ,,,A 0;C,4 Final: s � v Town of Barnstable Building Department Services Brian Florence, CBO Building Commissioner BAMSTABLE 200 Main Street Hyannis, MA 02601 " ' 1639-2014 7 J 7 1639-T01a j www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Notice of Building Code Violation(s) and Order to Cease, Desist and Abate: Bank of New York Melon,Attn: Attorney Jamie Welch and all persons having notice of this order: As property owner or tenant of the property located at 591 Wakeby Road, Marstons Mills,MA 02648, Assessors Map 028 Parcel 022 and known as residential structure,you are hereby notified that you are in violation of 780 CMR,the Massachusetts State Building Code Chapter 1 Section 116, and are ORDERED this date 3/29/2019 to: CEASE AND DESIST all functions associated with the following violation(s)on or at the above mentioned premises: Summary of Violation: On 3/29/20191 observed a violation of 780 CMR of the Massachusetts State Building Code Chapter 1 Section 116.1 Specifically,Uninhabited and unsafe structure that is unsecure and open to the weather. Structure constitutes a fire hazard and is dangerous to human life and the public welfare. Summary of Action to Abate Violation: In order to abate this violation and to avoid further enforcement action by this office, commence within 7 days upon receipt of this notice the following action: structure shall be taken down and removed or made safe. Upon removal of structure lot shall be levelled to uniform grade by a proper sanitary fill to cover any cellar or foundation hole. And, if aggrieved by this notice and order; to show cause as to why you should not be required abate the violation in this notice,you may file a Notice of Appeal(specifying the grounds thereof) with the State Building Code Appeals Board within(45)days of the receipt of this order and in accordance with MGL c. 143 § 100. If, at the expiration of the time allowed, action to abate this violation has not commenced,further action as the law requires may be taken. By Order, Jeff Carter Local Inspector r Application Number. .....1.1J. . + BARNWABLE, s —1 MASS. O (( .�... g' Q 7 Permit Fee........... ..... .... Other Fee........................ i639• �� C.= RFD MA'S�' O rn F . n -n Total Fee Paid............................................................... ...... 03 z y G0 TOWN OF B" T LE Permit Approval by.................................On...........:............... BUILDINCWERMI4 mMap....... ....\ ......Parcel........... APPLICATION Section 1 — Owner's Information and Project Location - Project Address A// Ra q Village AM 3 kf J �l 5 y Owners Name c�/�leS G I e4 Owners Legal Address 0 AW City--2119 �S �tll�) State f.Q� Zip G F Owners Cell # P?J f® �PP,�r z- E-mail re) k 51�'J� 7az C/L m C.t..�-- Section 2 — Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System t ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation 1,, ❑ Pool ❑ Insulation Other—Specify Q � `�'t� c, r,�,��' Section 4 - Work Description r , - Q e ate . 1ait i Last updated: 11/152018 Application Number..................................................... Section 5—Detail Cost of Proposed Construction , -6-4ro ' Square Footage of Project 0 �U Age of Structure 2 767 Dig Safe Number # Of Bedrooms Existing J Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics 19 Wiring ❑ Oil Tank Storage 0 Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney V , ❑ Add/relocate bedroom Water Supply Public ❑ Private r Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage.' #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No i l Last updated: 11/15/2018 1 Application Number........................................... Section 9- Construction Supervisor Name Telephone Number A Address City State Zip i License Number License Type Expiration Date Contractors Email Cell # I I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and i documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number aj:�f= I understand my.responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re d by 78 and th o of Barnstable. l Signature Date Z ? Q APPLICANT SIGNATURE Signature r ,csc;, s Date/, _z ap/7 Print Name � / /�//�h_._ Telephone Number_ ag174 �r-5e;n�_ E-mail permit to: S 1J& Dior. � cC-r�'. Ae_ Last updated: 11/1 Sa018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ x, Conservation ❑ ' . For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization i I, , as Owner of the subject property hereby authorize to act on my behalf, in all , matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name Last updated: 11/15/2018 i 1 \ ; to )-It CC V s-ICeh4 c/eG,t CI^v r'wRea,' ale sZ�Ji-}- �y Oe�3i. icy r Massachusetts Department of Environmental Protection DEP File Number: oFIKKE Bureau of Resource Protection - Wetlands WPA Form 9 —.Enforcement Order 9 .B Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 `bAr .�`0 §237-1 TO § 237-14 TOWN OF BARNSTABLE CODE ED MP'f A. Violation Information Important: When filling out This Enforcement Order is issued by: forms on the Barnstable October 7, 2010 computer,use Conservation Commission(Issuing Authority) Date only the tab key to move To: your cursor- do not use the Michael Rolfe return key. Name of Violator 176 Bog Road, Marstons Mills, MA 02648 Address 1. Location of Violation: as above—Z_ :4"\ e ajti Property Owner(if different)) Fie �� r—....-�141 Bog Roass l s `� Street Addre .' Marstons Mills-I 02648 City/Town Zip Code map 045-016-003 Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity (if more space is required, please attach a separate sheet): Alteration of a wetland buffer zone, by expanding deck. B. Findings The Issuing Authority has determined that the activity described above is in a resource area and/or buffer zone and is in violation of the Wetlands Protection Act (M.G.L. c. 131, §40)and its Regulations (310 CMR 10.00), because: the activity has been/is being conducted in an area subject to protection under c. 131, §40 or the buffer zone without approval from the issuing authority(i.e., a valid Order of Conditions or Negative Determination). wpaform9a.doc•rev.7/14/04 Page 1 of 4 i Massachusetts Department of Environmental Protection DEP File Number: OpiHET Bureau of Resource Protection - Wetlands WPA Form 9 — Enforcement Order S. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 �pT i639 ��0 §237-1 TO § 237-14 TOWN OF BARNSTABLE CODE ED MA'S B. Findings (cont.) ❑ the activity has been/is being conducted in an area subject to protection under c. 131, §40 or the buffer zone in violation of an issuing authority approval (i.e., valid Order of Conditions or Negative Determination of Applicability) issued to: Name Dated File Number Condition number(s) ❑ The Order of Conditions expired on (date): Date ®, The activity violates provisions of the Certificate of Compliance. ❑ The activity is outside the areas subject to protection under MGL c.131 s.40 and the buffer zone, but has altered an area subject to MGL c.131 s.40. ® Other(specify): Previous filing SE3-4183 ongoing conditions stated to maintain fence, Original deck shown on approved plan was expanded. C. Order The issuing authority hereby orders the following (check all that apply): ® The property owner, his agents, permittees, and all others shall immediately cease and desist from any activity affecting the Buffer Zone and/or resource areas. ❑ Resource area alterations resulting from said activity shall be corrected and the resource areas returned to their original condition. ❑ A restoration plan shall be filed with the issuing authority on or before Date for the following: i The restoration shall be completed in accordance with the conditions and timetable established by the issuing authority. wpaform9a.doc•rev.7/14/04 Page 2 of 4 i t I Massachusetts Department of Environmental Protection OpTHE r Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 9 — Enforcement Order STAB • Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 i639 6 §237-1 TO § 237-14 TOWN OF BARNSTABLE CODE FD MP'f C. Order (cont.) � � zr, 1a ® Complete the attached . The shall be filed with the Issuing Authority on or before: October 31, 2010 Date for the following: new deck No further work shall be performed until a public hearing has been held and an Order of Conditions has been issued to regulate said work. ❑ The property owner shall take the following action (e.g., erosion/sedimentation controls)to prevent further violations of the Act: Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or(b) shall be subject to a civil penalty not to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Darcy Karle Name 508-862-4093 Phone Number M-F 8:00 am -4:30 pm Hours/Days Available Issued by: Barnstable Conservation Commission Conservation Commission signatures required on following page. wpaform9a.doc•rev.7/14/04 Page 3 of 4 �e Massachusetts Department of Environmental Protection DEP File Number: 0-F1Mroy Bureau of Resource Protection - Wetlands ;T B WPA Form 9 — Enforcement Order MASS. A ASS. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A99. �°l i639 A�0 §237-1 TO § 237-14 TOWN OF BARNSTABLE CODE Ep MpN D. Appeals/Signatures (cont.) In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signatures: Signature of delivery person or certified mail number wpaform9a.doc-rev.7/14/04 ' Page 4 of 4 0FTME lest, Town of Barnstable ti Y Regulatory Services • Y ♦ BAPNWABLE. Y v� `erg Thomas F. Geiler, Director Conservation Division Robert W. Gatewood, Administrator 200 Main Street, Hyannis, MA 02601 E-mail:conservation c@town.bamstable.ma us Office: 508-862-4093 Fax: 508-778-2412 Name: P 1 iCl-�rcl- �l Date: 1 , ZD/D RE: IVIOV. 7, 206 Conservation Commission Hearing The enclosed Enforcement Order will be discussed and voted upon by the Barnstable Conservation Commission during the Conservation Commission hearing to be held at the Barnstable Town Hall, 367 Main Street, Hyannis, in the Hearing Room, 2nd floor on IOW 9 , ZoiQ The hearing starts at 8:30 AM; however enforcement issues are discussed at 9:00 am or shortly thereafter. You are welcome to attend. If you have questions please call Darcy Karle at 508-862-4093. S?arcy ely, K ion Agent i i a PROJECT NAME ADDRESS: PER MIT# I- 1 5- PERMIT DATE: lY1/P: O �' 3 G LARGE ROLLED PLANS ARE IN. 'BOX St OT Data entered in MAPS program on: z� BY: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION may) ^ .. , . �¢eT Map Parcel v' „ pa`rd.X Health Division Dateylssued P too Conservation Division Ole `Y Application Fe Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board I •� Historic - OKH Preservation / Hyannis O 1Project St eet Address D Villager A a /f Owner A/ /G e— �.Q / Address 1_",AjVj ,Telephones-� f Permit,Request =-�-- d C r-7 a- Z120 'L, Square feet-. 1st floor: existing proposed 2nd floor: existing proposed Total new v Zoning District Flood•Plain Groundwater Overlay Project�Valuatio.-=j- 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 o Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: Yew❑ No Td i s Detached garage: ❑ existing ❑ new size_Pool: ❑ r existing ❑ new size _ Barn: ❑ e ,Jing ❑ r'8w ze_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: n tf � Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION TfvS (BUILDER OR HOMEOWNER) -7 Names: 5 D/L D Telephone_-Number.��,�g � / 6 9 73z Address /.- -.15 o c7 OQ oL License_# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE A� DATE /Z /� 1 2— - FOR OFFICIAL USE ONLY °=` 5 APPLICATION# DATE ISSUED '.', i f.. 1a ' MAP/PARCEL NO, ADDRESS j-. - VILLAGE s OWNER a - -DATE OF,INSPECTION: ' If 'FOUNDATION.;So 5 of ;,y ll/L"?eAl - �� O '� /2 RM . 3 ~FRAME ` "INSULATION: 'T+{ s �. FIREPLACE ELECTRICAL: ROUGH FINAL F z PLUMBING: ROUGH FINAL s w GAS: ;- saw ROUGH FINAL r :?4FI,NAL BUIUPNG'= •f;= �- . :: .DATE CL-OSED:OUT. . R ASSOCIATION PLAN O�1~� I The Commonwealth of Massachusetts .b Department of Industrial Accndenft D,Bice of Investigations 600 Washington Street Boston, MA 02111 www mass.gov1k is Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Le 'bl Wit: ess/ 1 // A�� > 7( 13 ,o /X-. �City%State%Zip: �I M a Phone#: G 776 '7 3 - Are you an employer? Check the appropriate boz: 4. I mm aF10-DElectrical e of project(required):.. 1.❑ I am a employer with ❑ general contra7andemployees (full and/or part-time) * have hired the sub co ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet ❑Remodeling ship and have no employees These sub-contractors have Demolition working for me.in any capacity employees and have workers' o workers'comp. instance comp, insuranCe•t Building.addition required] 5. ❑ We are a corporation and its repairs or additions 3• �I am a homeowner doing all work officers have exercised their I I,❑Phriabmg repairs or additions myself [No workers' comp. right of exemption per MGL 12 Roof r ince required.]t c. 152, §1(4), and we havb no ❑ �� n employees. [No workers' 13.❑Other comP.insurai ce required] *Any applicant that chocks box#]must also U out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tConhactms that check this box mast attached an additional sheet showing the name of the sub-cont adnrs and state whether or not those entities have cmployces If the sub-contracture have employees,they must provide their workers' policy mmlber. •P cy I mn an employer that is providing workers'compensation insurance for my errrployees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: 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 c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnenf, 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 certify u the p and penalties of perjury that the information provided above is true and correct Date A z /9t Z Phone#:,,5 09 7 76 9 93 2- Official use only. Do not write in this area to be completed by city or town ofjidd City or Town: PermitUcense# Issuing Authority(circle one): L1. oard of Health 2.BuildingDepartment 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector ther tact Person: Phone#: i Town of Barnstable �THE Regulatory Services BAsxsrABr E t Thomas F.Geiler,Director y MASI n yg. �•0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 �\ www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 I HOMEOWNER LICENSE EXEMPTION lPlease Print E. DATE: V /number treet, village . 11 HQMEOWN R v4R�/ S �,G�G/l name Q /f Y f'home phone# work phone# -71 CURRENT MAILING 'ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buil inu permit (Section l09.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require nts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,060 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the To of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt mot , Town of Barnstable Regulatory Services MASS. �, Thomas F.Geiler,Director 163q. �0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 _.Fax:..508-790-6230._: . . v t Property Owner Must Complete and Sign This Section If Using A.Builder ' as Ownn er of the subject property hereby authorize // to act on my behalf; in all matters relative to work authorized by this building pe=t (Address of Job) Pool fences fences and alarms are the responsibility of the.applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are/performed and accepted.'. : 1 i Signature of Owner / Signature of Applicant r Print Naive Print Name Date Q:FORM&O W NERPERMIS SIONPOOLS AWC Guide to Wood Construction in High Wind Areas: 110 fnph Wind Zone 1 / Massachusetts Checklist for Compliance (780 CMR S301.2.1.1)1 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph �Wind Exposure Category.................................................................. .............................................................B 1G 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2. stories <_2 stories J� RoofPitch ..........................................................................(Fig 2 -�� MeanRoof Height ..............................................................(Fig 2).................................................TA ft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................ 2to ft 5 80' BuildingLength, L ..............................................................(Fig 3)................................................. < BuildingAspect Ratio L/Wft _80' p ( ) .............................................. (Fig 4)................................................. )�s<_3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ �!• <6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 Yi( �C 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete onl `� Bolt Spacing-general ..........................................(Table 4)............................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5).....................................—in. 5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................-L in.>7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in. >_ 15" PlateWasher....................................I..........................(Fig 5)...............................................>_3"x 3"x 1/4" 3.1 FLOORS — {t� S C ter.►G(2 -� Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension......................... . .......(Fig 6)............... . ft< 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft <_d yf� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............:(Fig 8).................................................... ft 5 d Nam' Floor Bracing at Endwalls...................................................(Fig 9)........................ . . .......................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... I Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................1%'-1 ft 5 10' Non Loadbearing walls................................................(Fig 10 and Table 5)...........................W ft <_20' t� Wall Stud Spacing ....................................................... (Fig 10 and Table 5)...................((L in. 5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................—ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft Z in. t� Non-Loadbearing walls................................................(Table 5)..............................2x& O in. (/ Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length....:...........................................(Fig 11)............................................. ft 2W/3 Gypsum Ceiling Length (if WSP not used).................. (Fig 11)............................................—ft>_0.9W �s (f��1vJ nd 2 x 4 Continuous Lateral B 6 ft.o.c. .. F�ii ..............cei mg furring strips @ 16"s acin min. w blocking @ 4 ft. spacing in end joist or truss bay ✓� Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection (no.of 16d common nails)..............(Table 6)..........................................................�� c/ s -1 AWC Guide to Wood Construction in High Wind Areas: 110 utph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)................................ 'z..............:....... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)............................ .� ......................... . LoadBearing Wall Openings (record largest opening but check all openings for compliance 12. ble 9) Header Spans ........................................................(Table 9).............................Z. 11:� in. s 11' t/ SillPlate Spans ........................................................(Table 9)..................................2—ft__C,in. <_ 11' Full Height Studs (no. of studs)....................... . . .......(Table 9)...................... .. 2. ... ........................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................L ft O in. <_ 12' _ Sill Plate Spans...........................................................(Table 9)................................ ft—in. <_ 12" �,✓X Full Height Studs (no. of studs)........................... . . ....(Table 9).........................................._................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... 6,8„ Sheathing Type..............................................(note 4)....................................................... .C=p� 1L Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................_, in. _ Field Nail Spacing..........................................(Table 10)...................................................BZ in. _ram Shear Connection(no. of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing....................... Table 10 ........................... . . . . .. .... . . . . °" 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).........../� Maximum Building Dimension, L —� Nominal Height of Tallest Opening2.......... .......... ............ �i?S<_6'8" ....................................... Sheathing Type..............................................(note 4)....................................... .......C�Ok ✓� Edge Nail Spacing..................................:......(Table 11 or note 4 if less)................................ CO in. Field Nail Spacing..........................................(Table 11).................................................�in. . Shear Connection (no. of 16d common nails)(Table 11)........................................................_ sC Percent Full-Height Sheathing.......................(Table 11)..................... . .. '° .............7y� _sC Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... l Ratedfor Wind Speed?.............................................................. ................................................................ f 5.1 ROOFS Roof framing member spans checked?. . .(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19)..............�ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 3(j3pIf tf Lateral.............................................(Table 12).............................................L=t1co Of Shear...............................................(Table 12).......... ................................ S_�plf Ridge Strap Connections, if collar ties not used per page 21... (Table1? .��plf 2-7 Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=4c 7 lb. Lateral (no. of 16d common nails)...(Table 14)......................... .............L= 6lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... . . . ... �in. >_7/16"WSP ..................................... Notes: Roof Sheathing Fastening............................................(Table 2).................... 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. r i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind. Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 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 '-MEN THIS EDGE REM ON FRAMING USE&I NAtI S AT6br- ,- 11 11 IL 11 11 11 I ' !I 11 II 1 u ,1 it 11 11 11 II 11 �i 11 It II 11 11 11 11 11 N 11 7 11 It 6 1 I Y 11 I l P Ir F 1� II a 1 ,t m Is X , a :I 1.1 I _J 11 11 Q ii ii W 1 U p. � II rl ll 11 tl t 40l TOLE EDGE - NAILSPACING _.• i i v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 snph Wind Zone Massachusetts Checklist for Compliance (78o CMR 5301.2.1.1)' i S i ¢Z o ' na i i FRAAAING MEMBER$ a � e i EOfERJ7FRFAEQIATE �I e � �r ' sm. i i 8"RAIN. _-- , r STAGGERED 3"MNd NAIL PAT-FERN 2 PANEL PAWL EDGE DOUBLE MAIL EDGE SPACRIG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 q ,45- _ Parcel 0 ( 1(6 Application # Health Division Date Issued Conservation Division Application Fee 2 Planning Dept. Permit Fee y d- Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address (y ( �cc rA Villages Owner OW(Ac4 Mi'4\&4 Peal LL4 t- Address V7b 3io rz , Telephone Permit Request Aa Ue Floor \h rA00r00,A\_ t aviw,,-f e,a-5, iK f a �nr, reb Square feet: 1 st floor: existing/Qlf proposed IUO 2nd floor: existing proposed P� Total new ,a Zoning District Flood Plain Groundwater Overlay Project Valuation ` i5!10 Construction Type Lot Size -7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ur' Two Family ❑ Multi-Family (# units) Age of Existing Structure 920 U Historic House: ❑Yes algo On Old King's Highway: ❑Yes J Flo Basement Type: Effu'll ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) /0"'_ Basement Unfinished Area (sq.ft) /0dT Number of Baths: Full: existing_ 2 new Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing new_Z First Floor Room Count 3 Heat Type and Fuel: U16as ❑ Oil ❑ Electric ❑Other � Central Air: ff es ❑ No Fireplaces: Existing New Existing wood/coal stove:^ii]Yes?-,❑ No CX Detached garage: lxisting ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing O new -size_ Attached garage: 0existing ❑ 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 _ v (BUILDER OR HOMEOWNER) C Name M L1 O C �U(�t Telephone Number Address to a7yh License# `A✓S)titi S ice► «S VIA Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOfkr I � SIGNATURE . C DATE & a0 i t L i Y "FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED - f MAP/PARCEL NO. ADDRESS VILLAGE t. OWNER t DATE OF INSPECTION: FOUNDATION 4fr.� FRAME - INSULATION <o r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Y GAS: ROUGH FINAL FINAL BUILDING DATE CLOSEDIOUT ASSOCIATION PLAN NO.,,. r Y i y Yll. l 1..•s The Commonwealth of Massachusetts r t t Department of Industrial Accidents ' Office of Investigations .l 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): -Mtn C kct e ( C fN (� Address: U62 �L?,, rJ City/State/Zip: . eir-5 t(5 Phone #: Sbg 3r 6`I D— Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- -listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers'comp. insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.l�I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions `myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. kContractors that check this box must attached 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: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensati&n 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 imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage yerification. I do hereb certify der the ains an enalties ofperjury that the information provided above is true and correct. S i ature: c Date: dD Phone#: Official use only. Do not write in this area, to be completed by'city or town official City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: -.Ph one#: Information and Instructions. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es) and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the'permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if-Abcessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the.city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a_home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do'not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel:9.617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia � Town of Barnstable TIM Regulatory Services Sty Thomas F.Geiler,Director MAIM Building Division Tom Perry,Building Commissioner 200.Main Street, Hyannis,MA 02601 www.t6wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION / Please Print DATE: y 04 ` /l / / JOB LOCATION: /`7 / (�t `d ///�?i/Lh M6 /number 9 streetC village "HOMEOWNER": !I/lC�)�(Cq C I2. 01(f, Vy�T �,G 7(13Z name home phone N work phone# CURRENT MAILfNG ADDRESS: 76 130Gi /sW jtdSIr,W 5 U. 4-4 n y�- city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or.detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations- The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply wit4T,said procedures and requirem nts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic.feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing-of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack ofawareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomiJcertification for use in your community. Q:forms:homcexcmpt a BAHNSTASLE. 9� ' Town of Barnstable ArED MAY� Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder P ro I, I_V I Iv ak ?j �j �/ , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 ROLF-141 BOG ROAD-MARSTONS MILLS,MA MA BOTELLO LUMBER CO.,INC. 2011.1 Allowable Stress Design MSI: 0.23 NOTE: LOAD TABLE 1 LPI 20PIus DEPTH 9.500" DESIGN CRITERIA VSI: 0.29 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES WEB: 0.375" RSI: 0.34 THE VERTICAL LOADS SHOWN VERIFICATION OF FLANGE 1.50 X 2.50 LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 10 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 50 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SX FT—IN—SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 53 PLF 00-00-00 18-00-00 1.00 SPACING = 16.00 IN. C C 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 13 PLF 00-00-00 18-00-00 0.90 LATERAL STABILITY. DEFLECTION CRITERIA 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: LIVE LOAD DEFL: L / 480 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 121"O.C.OR LESS. BY A DESIGN PROFESSIONAL. APA PR—L238 ICC—ES ESR-1305 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI LADBS RR-25099 JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CC4C 12412—R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. a s3 I U 13 9.500 SUPPORT REACTIONS (LBS): MAXIMUM BE AR I NG NUMBER �c 1 2 3 I 2.500 DOWN 255 750 255 UPLIFT --- --- --- CROSS SECTION MIN BEARING SIZES (IN—SX) 3— 8 3— 8 3— 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.041, 0.22" 9— 0— 0 1k 9— 0— 0 *DEAD LOAD 0.01" 18— 0— 0 TOTAL LOAD 0.04" 0.44" "`THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP Woist Specifications Software Provided By: 04r06n1 IRc Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood ProduCtS plumb and for resisting lateral forces shell be designed and complete structure.Obtain all the necessary code compliance approval and Common nails driven parallel to glue lines shall be spaced a minimum of 4"for loci q14 Union Street,Suite 2000 installed by others.No loads are to be applied to the instructions from the designers of the complete structure before using this end 3"for ad. Nashville,TN 37219 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do net cut.notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR,LP[Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,nagates any express warranty of the product and LP Fax 866.753.4369 < Design Criteria based on data provided by the customer. LP LVL,LP LSL and CTR.LP disclaims all implied warranties including the implied warranties of merchantability I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. Thedesign and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide defection includes adjustment factor for creep.Total load on-site inspection.This dmWng must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:CAProgram Files\LP\Wood-E Design\2011.1\WOODE.SPX y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel " Application # Health Division Date Issued 3 Conservation Division Application Fee Planning Dept, Permit Fee �'�7 ; Date Definitive Plan,Approved by Planning Board � VAL Historic - OKH Preservation/ Hyannis Project Street Address Village Mat � Owner M I Ch(ei C ��.1 Address NA (25 o� ry, Telephone Permit Request 4-D Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5�t3 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 c;26® Historic House: ❑Yes Plo On Old King's Highway: ❑Yes QVNo Basement Type: CkFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) i / Number of Baths: Full: existing c2 new b Half: existing r new C3 Number of Bedrooms: existing S0 new , Total Room Count (not including baths): existing new 0 First Floor Room Count ' Heat Type and Fuel: 4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: KYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes moo' Detached garage: Elrelisting ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # -� Current Use LL Proposed Use - tl n UJ APPLICANT INFORMATION m M (BUILDER OR HOMEOWNER) Named ` % ' i Telephone Number `�t�/�Z``f f Address E, �! � a License # 46ft4V Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED �Y-E- £ oF; 1 „ MAP/PARCEL NO:.,. ADDRESS VILLAGE I' OWNER DATE QF)NSPECTION: ' t V FOUNDATION: 1 - 5 v �� FRAME INSULATION..' 7L ar ; f w FIREPLACE j ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL -r +GAS: UAW ROUGH t'f+ :' t FINAL s zFINAL BUILDINGgt� 4ffig,.A'__.'' DATE CLOSED OUT a . ASSOCIATION PLAN NO. 16 e' • I 1,��i',' (a/O Z f l0 �c-z.� s t a�� ,�ror P�iern�sty '�` The Corrmfrtonwe olth of ldassachusetis � ' Deparft`tcertlof.�itdust'rial�lccidenl's Office of rnvesdgalions 600 Was h/neon Pre-et' Boszon, A- 64 02I11 --V W P,171aS$.govldia Workers' Compensation Xnslxrance Affidavit; Builders/Colotractors/I;Iectrjc aas/PIumbp- Please Print Le I A ' licant Znformatio>i � � - a171e (BusinossJOrganiz8tion/T�d;vidusl): ' Adt�.ress: City/Sfatdzip: (d/ M(4 Arc you an croployer7 Check the appropriate bor: [7, ype oEprojett(required): I.❑ I am a cmploycr.with 4. 0 I'am a general contractor and I ❑Now construction cmployccs (full and/or part-timc�,* Svc hired the shb-contractors R�modcli"ng listed on the attached shcct ❑2. Y am a'sole proprietor or parincr- Thesc sorb-contractors bavc , ❑ Demolition ship and bavc no CrUPIoyccs .cmployccs and bavc workccs ❑ Building addition working for me inany capacity. camp. insurance.$ .(No workcrs',comp.•insvrancc 0.[]•Electrical repairs or add r6quircd.] $, � W c arc a corporation and its ofcc'm have exercised their I I"❑Plun:abing repairs or add 3,JA I am a homcowntr doing ail.worl: • ysclE [No workers` wrap, right , exemption per MGL li.❑ Roofrcpair9 c. I52 §1(4), and we bavc no ;nc n,ancc rcgvrcd]t I3. O thcr4 cmployccs. No workers' comp, insurance required-j tAny applicant thzt chcclx'box U1 must also M out the rcction below rhoying their workers' comp-4on Policy information. t gomcowntrt who rubmil this a$idvit indicating tbcy mm doing all work and then hirr outside can b-srtr5 most submit a new tin dieding rucF tContracvm; dl;Lt check Lhu box must ztbzhcd m additional rhea rhowing the name of the sub-eonh-a.ct and milt:whether o-f not those entities havo cmployccs. l-t-Lhc sub-zontractnrr have employed,they murt provid6 their workcrr'comp. po6ey number. lain art ernpfoyer zlrrrt is providCng workers'comp ell sazl Dn insurance for my employees. BeLOIP fs the policy and job sir ' inforrn¢f[ort. - ' Insurance CompanyNamc: . ExpinEion Date' ' Policy# or ScLf-ins, Lic. #: . Job Sitc A-ddress: ' J �,, City/Statc/Zip; MA Attach a copy of the workers' co ation poLicy declaration.page (showing tbepoiicy Dumb Er and expiration der -the imposition of Failure to secure covcrago as required under Suction 25A of MGL c. 152 can Icad to rn'min a1 penalties c fino vp to 31,500,00 hndlor one year imprisonment, as we1-I as civil pcoalti'es in the form of a STOP WORK ORDER and Of up to S250,00 a day against the v]olatDr. Br, ad•riscd that a copy of this statcmcnt may be forwarded to the Office of Investigations of the JDa for in w,Lur overer c vcrifieation_ 1'do herebyc u painsar ope the inforrtcatron proNided alaYe is true and cojrect erjury fAaf Datt; -� 0�'t ' Si a.turc: e Pbonc # pfficial use only. Do not wry- in ihU erco !o be completed by city or fow.n official City or Town: Perix tVLicease Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Cleric 4. Electric, Inspector S. Plumbing Inspector 6. O th e r Information usetts Gcncral Laws chapter 152 requires all emp)oycrs to provide workcrs' compensation for thcit•cm�loyccs: Mass ach crson in ibc scrncc Of anotbcr under any eontract'of'bire Purguant to this statute, an employee is defined as "...every P express or irnpbcd, oral or writtcn- co oratio❑ or otbcr legal entity, or any tsYo or more Aa enYpl�yer is d d c;d as "an individual, pa.dncrship, association tp Dint cafe rise, and including the legal tcprescntatives of a deceased employer, of the of the foregoing engaged in a j rP c to ccs. Howcvcz flit artncrshi association or other legal entity, employing mP Y rcCciYcr or trustco.of an individual, p P owner of a dwelling house having not Mort than three apartments and who resides therein, or flit occupant c c dwelling house of another who employs persons to do roaintcnanecocons h moloor cnt be deemod to bcdan cmpgo ou "c of on the gI0'inds 0I bUxldlllg aDDLjr.OaDt tbercto sha11 not bccausc f P YM ar MGL cbap to 152, §25C(t7 also states that "every state or local licensing ageIIsyn th�coinruo)d Lh.tthsua any r reriepYad of a License or permit io operate a business or to construct building applicant who has notproduced•acceptable evidence of complj onwc nth n°z any oflts P°h�ags"b��ions sh�l PP AddidonaDy, MGL obaptLr 152, §25C(7)states 'Tlcithcr the comet cnter•into any contract for,rho performance ofpublic work until acecpta.ble evidcace of eos�lie.nee a2th the urancc jCCq irements of this ebaptcr bave bccn presented to the contacting authority." Applicants the boxes that apply to your situation and, Picric 5ll oilt. tho workcrs' compensation affidavit complctcly, by chcc)c . of accessary, supply sub-eontraLtor(s) namc(s), address(cs) and pbono P�cr his (LLP)vrrth no employ CS thcr than the insuxancc, Limited Liability Companies(LLC) or Limited LlabzUty P Mambcrs oipartncrs, azc not xcquircd to carry workeaffidamvit 6bA ubmuitt d t tho Dpartm n of budasatv. d cirployces, a policy is required B c advised that this ou Accidents for confirmation of insurance coverage. Also be sure to sign andb iin racu sfltcA a6t the Dfartmcnthof bo returned to the city or town tbat the application for.the permit or Jiconsc i ou go rq cd to obtain a wozkers' Indus teia.l Accidents. Should you have any questions regarding the Iaw or if y equ'r co ensa.tion poiiey,pX�e call flit pepaztment at the nurgbcr listed below. Scif-insured coropanies should enter thcix soli insuranGo bc;cnsc aumbcr on tho a ropnato line. City or To-ma OfJ1cInIs Please bo sure tbat the affidayit is complete and printed legibl csti atio hcutm to baaet o udcA a.s ac the PIjG°nf of tho affidavit:for)"flu to fill Out-'a the eYcat the O1�co of Inv g ns cn tax aced only submit onG affidavit indicating current Pleaso bo sure to fi11 in the permit/licenso number which will by used as a rcferenec number. In addili°II* n applicant sta that must subnaitmu]tzplc pernit/liccwc applications in any gi Y olicy iuformmation(if Acccss'aly) and under"Job Sitc Address" Lho ap l d bt thhc cdy oz ov lmcy b provided to e or P. • tawn) „A cbpy of the affidavit tbat has bccn officially arc pen- of mat Y appl;r=nt as•proof thA.t a Yalid affidavit is on 51c for future permits t p dated tonanyffi incss or cotmmcrcialoYcaturc year y�hero home owner or citizen is obtaining a liccns e or pcmni (i e. a dog zwc or•perm.it to bum)caves etc.) said persoii is NOT rcquirod to complete this af6dant o Of5ce of Invcstigabons would bite to thank you is advance for your cooperation and should you haYc bay Questions, Tfi • plcasc do not hcsitato to givc us a call T7i6 Dcp,#mcnt's address, tcicphonc•and fax number. Tbb*Commonwe�nth of Massachusetts D,�P rlmeAt of Indu xal Accidents Office of L�Yesdpfio45 600 Washington Street Boston, MA 02111 Tel; # 6 17-72 7-490.0 ext 4.06 ar 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www-.ina5s..goY/dia C ` Town- of Barnstable yP of IKE r°�y� Regulatory Services ! Thomas F. Geiler, Director B/.JtNSTAB[S, MASS Building Division �� idTp• P�FD yiP{A Tom Perry,3uilding Commissioner. 200 Main Street, 'Hyannis, MA 02601 nryr3Y.town.b2rustnble.m2.us Fax; 508-790-6230• fi ce; 5.08- 862-4038 Of ):O0 IFOWNIER LICENSE EXEh4PTi0N Pleose Print DATE: 3 Ca-Qi 0 1'l )o9,L.00AT)ON: street Ylllage number Rd "HOMEOWNER": li ' home phone N work phone if name ry CURRETIT MAiL1N0 ADDRESS: YV1 rip code stoic city/town icd clJinzs Of The current exemption for,"homc�rs"was cx(ended to include own °a lip n al�ro�at d that tne)oner acts and to allow homeowners to engage an individual for hire who does not possess ` t suveryisor. bEk'Il TlotN OF HOhiLO),YNER on s who owns a parcel of land on'which he/she reside s or intends 0° rry to)such use which nd/or efarm stluetures•d,�re is, or is intenedto P ers ( ) be, a one or two-family dwelling, attached or detached structures ace urh hall not be ered a person who constructs more than one home in a two year Pinta d eptable to the Building Official, t he/she shall be 'rhozneowncr"shall subrnit.to the.Building Official on.a o acceptable res onsible-for all such wbrk crformcd under tho buildin oo cl(. (Section 109,1.1) e undersi ncd "homeowner" assumes responsibility for corimpliancc with the State Building Code and other Th g applicable codes, bylaws, rules.and regulations• "homeowner" certifies that he/she understands the Town o;Ba Saba Proccdu ing sand ant Th-e undersignedc uircmcnts and that he/she ti�nll comply withmum inspection procedures q re ireme 1 t signature of Horneowner /approval orBuilding Official Threc-Family dwellings containing 35,000 cubic feet or )arger will be required to comply wxtb lhO Note, , State, Building Code,Sccdon 127.0 Constru Homo"ER'S EXEKP1ION T7he Code slates that: "Any homeowner Pcrf°rming work for which a building p omit is required shall be exempt from tDc provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided Thal if the hotreowncr engages a persons)for to do such work, that such Morn shall act ss svperYtsor•" the res o�slbtlilies of a supuvisor(sec Appendix Q, Many homeo crs who use[his exemption arc uniwue that they+re,assuming P ' Ru)cs &'Rcgu)aliont for Liccnring Construction Supervisors;Scetion 2.15) This lack of awircness often results in serious problcsru,pariiwlar y rihen the'homeowner hires unlieenied persons, in this rc;.scour eBPonsble.nol proceed against the unlicensed person as it would with a license, Supervisor. The horn acting as Supervisor Is 1 Y To ensure that thehomcowner is fully aw oof onmb litiseps of a Su'pervi or. On the)as [IUpigc of this �ispue iso atform currently Yf he permit 'us d by thad the homeowner certify Ihat he/she undejslands thef^�r.r.r;ric+lion for osc in your community. ofTH6r�f Town of Barnstable Regulatory SerViCCS* w BAYN5TADLE, Thomas F, Geiler, Director w hcAsa Building Division Tom Perry", Building Commissioner 200 Main Street, Hyannis, MA 0260) wtvw.totvn.ba•rnsta ble.mn.us Pax: 508-79( Officc: 508-862-4038 c Property Omer must+ ' ' Complete •a�.� Sign This Section If Usii.g A Builder r S as Owner of the subject ptopetty hereby authorize t to act on my behalf, in all matters relative to wotk authotized by this building permit application for: 6,0 - .(AddIsto,f Job) Date Signature of Owner Prisnt Name If Property Owner is applying for perrnit please complete the Homo-- nets License Exemption Form on th'e reverse side. i 6.94 HCK�J �80, / c� �N / / 32.5 CRANBERRY BOG / a.a°' / 59-Oft / r 11 tK 55 43.3ft 6270 41�56. 9. 24.v /30.Oft 15 Off o • t�%A o?x 10 A roOlc� Hr Sono ° 1 T=vobV, Sy . tt IT 10 G � Y V' y-•�r rws�•a -�.�ro..rw.v :+n^.+101.wIW _.....+a..crawK.aA � +e�slavae '�^•' �'�'°"'�--.wmar a�c.:r.. swAaa .a'+cucamu:mwaca..-�. •a. / i r. 2 •— o, 2 �� _ — Zz- Ul 19 w "29z BOG CD cn 9 �ti 2 / C W Big,Edd Tools HL4P r -- Year/Type/Bill No. Customer account information History 2410 I RE-R 4055 345963,; (3 CHARLES MICHAEL REALTY TRUST Detail CASH Property information 176 BOG ROAD Orig Bill Parcel ID Q45-016-003 MARSTONS MILLS, MA02W 2011 :Effective Date: AR Parc _.._,_ _ _: .,.-. MAR :................................... Prop Loc 141 BOG ROAD TOWN p� BA LE R AB Lien/Sale 3Q{} P "Special Conditions/Notes S �,_ _�-COLI_ XESECTOR OF TA [ Scan Bill Quick Entry Int Dt Billed Abt/Adj Pmt/Crd Interest Unpaid bal Q8/QdfQ9 �1.03 OQ — 627.67 11.28 �—- 174.64 Utility Atcd 11/03f09 794 99 00 139 11 696.89 _ Customer 03142/14„= „m 783,95 .Q4 a l d7.95 Y _ d3 91 6 i9.91 45f{?4;`10 783:9.5° v. . .. .. OQ _. ........ 147 95: . . _ ,._d3 91; _._. .,._.. ., �.91 Name Fees/Pen .00 5 00 �5 00 t _ Parcel Totals 314-9.92° 5.00; 1 067 68 v �144.11 e 2,231.35T Prop Code Notes/Alerts Due 03/14/2011 ^2,231:35 Billing Dates Per Diem .80- JAN 1 Owner: C.HARLES MICHAEL REAL Bill Audit Int Paid 287.07 Reprint L View prier unpe!d b lis Preferences Diagnostics j . Maintain the effective date. I MLS, Picture Gallery - Listing #21007252 141 Bog Rd Marstons Mills, MA 02648 Cape Cod with serene views of the bog w Custom large kitchen u u Detailed pine ceiling F http://ccimIs.rapmIs.com/scripts/mgrgispi.dlI?APPNAME=Capecod&PRGNAME=MLSPictureDescriptio... 10/6/2010 MLS Page 3 of 5 r Gas fireplace in living room - Living Room into Dining/Kitchen �I Even on a rainy day it is beautiful _s 1. http://ccimis.rapmis.com/scripts/mgrgispi.dll?APPNAME=Capecod&PRGNAME=MLSPictureDescriptio... 10/6/2010 MLS Page 2 of 5 Slider out to the large deck overlooking the working bog Laundry&half bath off kitchen into breezeway Custom pine doors throughout! m � ii c _ a http://ccimis.rapmis.com/scripts/mgrgispi.dll?APPNAME=Capecod&PRGNAME=MLSPictureDescriptio... 10/6/2010 Parcel Detail Page 1 of 3 i.ociged In As: Parcel Detail Wednesday,October 6 2010 Parcel Lookup Parcel Info Parcel ID 045-016-003 I Developer LOT 11 Lo Location 141 BOG ROAD Pri Frontage 964 Sec Road I Sec Frontage village MARSTONS MILLS Fire District C-O-MM Sewer Acct I Road Index 0151 Asbuilt Septic Scan: Interactive 045016003_1 Map l Owner Info Owner ROLFE, MICHAEL&ALYSON E TRS Co-Owner CHARLES MICHAEL REALTY TRUST Streetl 176 BOG ROAD I Street2 City MARSTONS MILLS State MA j Zip 02648 Country Land Info Acres 6.94 use Single Fam MDL-01 I Zoning RF Nghbd 0105 Topography l Road Utilities I Location Construction Info Building 1 of 1 Year 2003 Roof Gable/Hip Ext Wood Shingle Built Struct - Wall Living 1704 I Roof Asph/F GIs/Cmp AC Central Area Cover Type p: ff Style Cape Cod Int Wall Plastered I Rooms 3 Bedrooms � I3A� �P T I Int Model Residential Floor Rooms 2 Full+ 1 H 24 GAR Grade Average Heat Hot Air 1 Total 18 Type Rooms Stories Heat Gas ,Found- Poured Conc. Fuel ation Gross 3 Area512 • Permit History Issue Date Purpose Permit# Amount Insp Date Comments http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=100067 10/6/2010 Parcel Detail Page 2 of 3 06/25/2004 Out Building 77568 $34,000 04/14/2006 00:00:00 VOID 10/22/2003 Dwelling 72440 $139,968 10/04/2004 00:00:00 04/01/1994 New Construct B36653 $15,000 01/15/1995 00:00:00 MM BLDG 11/01/1988 Addition B32440 $18,000 01/15/1990 00:00:00 MM BW/GAR Visit History Date Who Purpose 07/21/2010 00:00:00 Tony Podlesney In Office Review 06/20/2008 00:00:00 Michele Arigo Change of Address 12/19/2006 00:00:00 Nancy Finch Meas/Est 04/14/2006 00:00:00 Martin Flynn Drive by inspection only 08/01/2005 00:00:00 Paul Talbot Meas/Est 10/04/2004 00:00:00 Martin Flynn Meas/Listed-Interior Access 02/05/2003 00:00:00 Paul Talbot Permit/Hold as NewGrth Sales History Line Sale Date Owner Book/Page Sale Price 1 10/06/2008 ROLFE, MICHAEL&ALYSON E TRS 23197/324 $1 2 04/28/2006 ROLFE, MICHAEL&ALYSON E 20953/334 $403,000 3 11/10/2003 MCGRATH, LARRY P 17911/340 $170,000 4 11/10/2003 CHANNEL POINT REALTY, INC 1 791 1/332 $100 5 05/30/2003 CHANNEL POINT REALTY INC 17013/227 $221,000 6 04/23/1996 GREW, THOMAS A JR &GREW, DAVID A 10163/220 $300,000 7 02/15/1991 SMITH, ALTON D & LAURETTE 7111/161 $1 8 05/15/1987 HAMBLIN, JOHN F LOT 2 5722/276 $0 9 05/15/1985 SMITH, ALTON D & LAURETTE 4519/261 $200,000 10 HAMBLIN,JOHN F 3322/003 1 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2010 $207,500 $0 $0 $133,500 $341,000 2 2009 $212,900 $0 $0 $174,500 $387,400 3 2008 $230,000 $0 $0 $181,500 $411,500 5 2007 $260,600 $0 $0 $181,500 $442,100 6 2006 $235,800 $0 $0 $196,500 $432,300 7 2005 $115,300 $0 $37,200 $179,500 $332,000 8 2004 $0 $0 $37,200 $15,500 $52,700 9 2003 $0 $0 $16,400 $98,300 $114,700 10 2002 $0 $0 $16,400 $98,300 $114,700 11 2001 $0 $0 $16,400 $98,300 $114,700 12 2000 $0 $0 $8,200 $131,700 $139,900 13 1999 $0 $0 $8,200 $131,700 $139,900 14 1 1998 1 $0 $0 $8,2001 $131,7001 $139,900 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=100067 10/6/2010 r Parcel Detail Page 3 of 3 http://issgl2/intranet/propdata/PareelDetail.aspx?ID=l 00067 10/6/2010 �4y :y7232 ZN p FI Oo2 ��sW * TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION UA ®0 0 0 0 0 �7_83 Map 5 Parcel 3 Permit# 9,200 Health Division 3 —kM to mhk zo Date Issued 10 /q,7)0 3 Q / �3-Z/W f�L�9N �i� Conservation.Division ✓ LO 3'/ b Application Fee Tax Collector —CO3 0 Iy L- �Q/00�, _. !a0w Permit Fee 3.C-D ( UV - Treasurer a �G �.f7 Planning Dept. ��t EP77"YSYWMUSTBE LCD IN�E p�A10E Date Definitive PI A roved by Planning B ar �- U 3 WITH 6 Q L �QIUIE(VTAL CODE Historic-OKH Preservation/Hyannis TO Wj1 AEG AN, 11 Project Street Add ess ► D / (��T Village Owner ''rr Address Telephone �� ( �f' , Permit Request _ 6 i Square feet: 1 st floor: existing proposed CS 2nd floor: existing proposed Total new (edR ✓Zoning District4-Nod Plain Groundwater Overlay Project Valuation Construction Type 'LlT(?Q Lot Size r Of Lf Grandfathered: ❑Yes 1<0 If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure Al FWHistoric House: ❑Yes o On Old King's Highway: ❑Yes wilo Basement Type: ® Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) l Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new _ Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: VGas ❑Oil ❑Electric ❑Other Central Air: QYes ❑No Fireplaces: Existing New Existing woodTc'oal stove ❑Yes V Detached garage:❑existing ❑new size 4 Pool:❑existing ❑new size Barn:Jexisting PQ new. size garage: g g Attached ara e:❑existin new size hed:El ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Ye ®"No If yes, site plan review# -Current Use ` X-C, p Proposed Use BUILDER INFORMATION Name tD-VA, A �IJ &0 S Telephone Number p i`11 Address �� C— 1 � � License# OS T�6 Home Improvement Contractor# 112 8 o4 QAAWtO 0 AO L61S Worker's Compensation# ALL CONSTRUCTION DEB RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� tq9+A+t 6 tq SIG NATU R RIWV DATE ` FOR OFFICIAL USE ONLY PERMIT NO: s DATE ISSUED MAP/PARCEL NO. ADDRESS, VILLAGE OWNER`. ' DATE`OF INSPECTION: u FOUNDATION••' 8r0pI rlllol03 8�0DL 0 1��G2l03 FRAME 1.1 I�5�04 C)r 1�I o Y •� .. INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. The Town of Barnstable BAR`1STABLE. Department of Health Safety and Environmental Services 9 MASS. 0 t67q. �0 �p�EDMp�e, Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection "eWl Location Bag l�J Permit Number v Owner Builder 2.� .-� One notice to remain on job site, one notice on file in Building Department. c�rfty.4 Y f•he�following items need correcting: ab C MR360 3, I y, Z, Z 2.2 (0- c, rnrnc,t'. C��nF.f` yo3 y Please call: 508-862-403+for re-inspection. rp Inspected by r7crf — Date y 11 Z�oy U i f r ,.:,.. r ..,,�--.+..�.....:M:.•r-%t,.._f#-r �'�r ., r ':•-r�" ,`i a ::�a'Sl ��fY`u` ..!:f e"+�•n�a! -vim.s.:*.)Pr•�r . 'w •> . The Town of Barnstable ' a BARE. Department of Health Safety and Environmental Services MASS a 94, t6y9• `00 p�EO MPS°• Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 ' Fax: 508-790-6230 7 Inspection Correction Notice Type of t1lection r v--f i n s i0 Locatil )4�' P)u G_ Permit Number r Owner - Builder 4 . One notice to remain on job site, one notice on file in Building Department. The following items need correcting: .(� {Y IG\ � �K bl4n S 8 J 1 ` d L Ca n C t V 4 1 I\G P/^i rr.�T P'\ Gl�C 41e.�i s�� rl' T rc U ` ,1 Ton 5\-en c-,c ()A Mus� �e r\,I q t � w 9 i Please call: 508-862-403.8 for re-inspection. Inspected by " Date �13olb�i u . YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 Vears). '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.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA..02601 (Town Hall) Wu I DATE: -OJ 31ID� Mgmmol "- Fill in please: ' ' APPLICANTS YOUR NAME: QQ An'c� BUSINESS YOUR HOME ADDRESS: A J B R� F r TELEPHONE # Home Telephone Number TnR 4(is NAME OF NEW BUSINESS'- ' HawAJA IS THIS A HOME OCCUPATION? YES Np _. E O. SINES TYP F BU S: VbW � . ADDRESS OF BUSINESS .J 2,A MAP IP. ARCEL NUMBER94 j O! 6 OO � When starting a new.business there are several things you 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 GOT 0 Main St. corner of Yarmouth Rd:& Main Street),to make sure you have the appropriate permits and licenses.required to legally operatteyoyour'business in this town. 1. BUILDING COM SI �NER'S F CE'. _ _ This individu I h s eq.in m f any permit requirements that pertain to this type of business. Au Pr. a _`nature* CO EN ` Q by') I 2. BOARD OF HEALTH . + This individual has been informed of the permit requirements that pertain to this type of business: Authorized Signature** ' COMMENTS: . 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature.* COMMENTS: Town of Barnstable ZHE Regulatory Services'Ip�� P Thomas F.Geller,Director . s�rrsrAaLe, - Building Division - - nr 39. $ Tom Perry,Building Commissioner ABED' 200 Main.Street, Hyannis,MA 02601 ! www.town.barnstable.ma.us fCID Office: 508-862-4038 Fax: 508-790-6.130 • : Approved: ; Fee: o Permit#: HOME OCCUPATION REGISTRA ON r i Date: .J 3 J Name: ©'-r�4 .r I R-hJ.n M Phone#'- SE)$ �LI,j 9 1� �('0 Address: Village: Name of Business: .tsL A o�nrAs�'j: Type of Business: TQ o .ryn� Map/Lot: 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 o€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 is 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 unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant Date: O J Homeoc.doc Rev.5130103 L �a�:a14HmA �'lJllll .. ,•9.i%MNII•'?1TNgA::lipn'•Y!1�'`�^M,t4iK:tmR.>."!i'.1f�,019�Mo'RMu".'��eaH. ,. ... Mh..�'>OP�'AR/"b.+tw!K+.c. .4n+iv`N•.41w•wT:a�'saPr:aA .... .s.e•.r FTN-15 `...,.....,..-�.,: ,.;.:.... :.a wiz �wass E _ iEv.OlIE ', ;'.. last t7 .1•�.' ... YQ! � ' 11'�•--•- vim_ __...._-_-. -OD -_. -__ a1 Q• P. HIV LA..Fo uas+� CprCt�re I ' l ' .. _u�� c >✓�_��,`�'J-''`I�i j L. I I 0� I �In.LtM ou fzri��7] r I V 9 - L f N I1 ^l ._wt2X ZZi:.—....... — ...... ��j�.a � j•t 9:'Y �'I o nVYr-0: CA:Y gwTa.Jra:. N ow -6., _— i i :-:a$"'•1,:".D_�:':LgJ1-.:hieiR. �?'r'�h� :r'ii I �1 �f�:f i ! •I. 7_J 0::t ucdas. (7 c 2 I 9 4 M o. �tvP %Z— va ep utvL:P,&e.! g —_ �.a`Q" -- --e4• fib; t DC�..jLDat) k.4 4 tsitk.� — LR. �1..._. . �,� ... 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I u ndenrlana that a one yam+�prisonmeat as w civil penaltin in the form of a of InvestigationsP f DIA forcoverage veri$cation. copy of this stateuuntmay b o a?ties erjury that the information provided above is true and correct ' I do hereby certify eP � - _�„ „ Z,� ► fi1�0� Date Signature , Phone# Print name oMcizI use only do notwrite in this area to be completed by city or town ofSdal peradt/llcense f# ❑Building Department city or town: ❑Licensing$card (]selecbten's Office checkif irnutediate response is required ❑Health Dep=ta=t phone#; _ � contact person: h.VLuad 9195 N Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the `law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. partnership, association corporation or other legal entity, or any two or more of An employer is defined as an individual, IS p, ' the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,Partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs Persons to do maintenance, construction or repair work on.such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage'required. Additionally,neitherthe commonwealth nor any of its political subdivisio1.ns -s hall enter,into any,contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fal in the workers' compensation affidavit completely, by checking the box that applies to your situation-and supplying company names,.address and phone numbers along with a certificate-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the out in the event the Office of Investigations has to contact you regarding the applicant. Please affidavit for you to fill be sure to fill M the petcense number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not Hesitate to give us a call. The Departmeat,'s."address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of fnvesugatloas 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 .bi- «171 727-4900 ext. 406. 409 or 375 RESIDENTIAL BUII.,DING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 g� Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= Z x.0031= 3 7 $ plus from below(if applicable) A.LTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft= qqo x.0031= ACCESSORY 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 permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERAMS Open Porch y x$30.00= �� (number) Deck x$30.00= (number) . e = Fireplac%Chuun y x$25.00 (number) Inground Swimming Pool $60.00 Above.Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) // 2 D Permit Fee Nov 04 03 02: 03p p. 5 SC CALL®2003 DESIGN REPORT•US TlwMdsy,0dobar 30.2003 07:40 Douple S lit AJS"1 10 APG Flie Nvm: 8C CALC Proisd,J04 Jk New 011c*01% AddMO: Road 8peoif+er coy,Sara,Z►p. M&Me.Me Desiew Chow Coombe Company: woos 61nralurse tne. Cob 44001W 80 A 2249,SSCCI 97070.IC80 PFC-5504 Mien' slaw header l i \I, n2 �L •._-1 ..._..-. ..... - - - -.... - -..... - - - jt�au�yo.d �o l 15la' ,1-0o•ao 1�m 6o,,-ter 91,34tr 82•►.,rr 3io t6s LL 1 17010e LL MULL 74 My DL ! 679 no OL 216 lba OL TeW HtMao M Ltp O.26D040 Qm+al Date Load Summary VsrM US Impsdal ID Deattilp&m load Type Rd. OW1 End Type VA" OCS Our. 6 aiandrd LOU UM.Area Left 0N*% 2MW Live 40 per 16- 100% Me"'*Type: -JOW Oead. 19 pal 10 QD'k �Of 6pana:�2 1 Conc.PI. Left 11410-M 114 DW Live 547 Its nta 100% : No Deed 200Iba Ns 90% R1gMtaower: ;No 2 Cone.Pt. Left 214400 214M .Lhv 347 The 6V 10 206Ibe r0% Sittpa: Or12 0C brp: fir Controls Summary yes Control Tw Valae %Mtowaate puraGon Lad Cass Open Wall"� Crsnt01+d1mr Typo}Glued Moment 3320 ft-fix A0.6% 100% 5 2-k,tamel i Neg.Moment -27461t-los 54.59E i00% 2 1.RWA Lien Lioad: i 40 psf End Res" 047 toe 37.0% 100% 6 2-Right owdlood. logo cam Int.Reeoilon 23410a 40.0% 100% 2 1-Right Pe�Load: ;0Pd cam Shear 1361'9* 50.7% tw% 2 1-ftht 0uaedon; 100 UOM 301be Iva .6 1-Left ' I Told LOW 004. LMI I(0.207) 29.8% 5 2 .Dlsclosune i Lin Lead Dill. U1056(D.1 5W) 46.5% 5 2 The*nyhtwwss` accuray of Total Nso.Dad. -0.098• 11.0% 5 1 aN P"must ba by anyone. Melt Deft, 0.20r 20.7% 5 2 who mum troth on output as Span/Dt O 17.7 Iva 2 "Met"d IN a The output No6ee AM is Oassd btdltyn0• DecI r mow Code mhn wn(L/240)Total bad doReotfen aikris. n MvpstGsa D"lp meets Uwr spkKW(U460).LNe toad deAa9ion cM,ww. ono owlya!s . Inelawion Da1i weds wb8r"01 Mwdmtan load dMreellon c u ta. of B=- wow M bea ft�np11r for So is 1.1R'. �nadubs rrnmt be' wowdence Minimum bearing Zero for 61 ie 3.1*7 Wth ft tanrrrrd t ww"Gutde dMinHrwm beadnp.leno for B2 is I.1fr. T abbtn�rr�e Guido H EnwedlDisplaysd Harimrtd Span lenpth(a)=Ctaer SW'�112 min•end burinp•V2 intwmedlele beadnp ! ytnt bows tttny Please cau (900)W-0788 abecimt.ms itSCMiniir. ya SuPPIiE.'tBLkno-vvi• dg;% -OC m00 ER®,BC40, review R pre••engineerrC t!i01119,;,rc++,:•:i ;cc .;ri;; 1 48 OC WARD 9C OS9 RIM i a r J a,t 'rir-ve for r, ,pan anc,lo3cliny a-,tufitrons sr,;�w^ ;�•.tr,;r;.:c>;:::�r:i;�<;,.st�eai e 00A Drs $015 GLWAM"r VER A•Lime -RIPM. e supG!i:: f;ai!�A: �3 kt�cirv;t:.lndfi: :•;1.::.. r _.,..:a:r:- viik JEFfREYS. VER�IMPLU ro;enUlny i.:jc:;:;,i,: ,r,•r%<tr itcr.:,'n_.'e:, " . u NAWROCKt r VER6A BTRANO sponsiole u,:r. ,a tr,. rg}�g ty t :�2£t:�Is[tt 6e4Ct (a STRUCTURAL VER TUDS. asTeand aupplier waves-311 ci aims p"':ns1 JSN ASSuc..ir.r,•, .«<: No.34166 MS , are dtaef any way from any,cieifrt;s.wticienr_ies, 8sist+Coewds C ioard determination,desigr,,fcabr16X914s`.134 tAt'®It�r :,r;,,: ;;:.:r1 rtem. ;per P�915T[etlb Note: fa!+Pant 1a5 .1 '•f .•r,' .San•I"1't;,Ff .^ Pape 1 cf 1 r r °pTHE Tp�, Town of Barnstable Regulatory Services 9B I'E'� Thomas F.Geiler,Director �TE0 Mp'� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,Na 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I L as Owner of the subject ro n P .Perty... hereby authorize 1 PIV to act on my behalf,. in all matters relative to work authorized by this building permit application for: A-Q•S" 9J dot t L.L_S (Address of Job) Signature of er date L,I-EVGz � . CAL Print Name i Q:FORW:OWNEUERMMSION i i Affidavit of Substantial Financial Interest I, v Mua R1R / of f u" 1A1d� 0�t V� , on oath depose and state as f lows: 1: 1 am an applicant for a building permit for the property located at Map , Parcel The address of the property is 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 3 , the following individuals or entities have had a 1% or greater legal or eq itabie interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name ( Address l , 4. Within the last twelve months, from today's date, which is U , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 11) _ building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted ® building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 6 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 10 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties o perjury,.thisolda of F, 2003 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT I , . Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release 1 b Checked By/Date TITLE: McGrath Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE:09/17/03 DATE OF PLANS: 9/17/03 PROJECT INFORMATION: new residence Lot# 11 Bog Rd Marston's Mills COMPANY INFORMATION: Larry McGrath P O Box 238 So Yarmouth,MA02664 NOTES: Prepared by: Summit Insulation Co., Inc. P.O. Box 1337 Harwich,MA 02645 COMPLIANCE: Passes Maximum UA=321 Your Home=292 9.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 898 30.0 0.0 31 Ceiling 2: Cathedral Ceiling(no attic) 190 30.0 0.0 6 Wall 1: Wood Frame, 16"o.c. 1974 13.0 0.0 146 Window 1: Wood Frame, Double Pane with Lo°rr-E 151 0.340 51 Door 1: Glass 20 0.300 6 Door 2: Solid 20 0.270 5 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1008 19.0 0.0 47 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 t designed to meet the Massachusetts Energy Code requirements in MEC check Version 3.2 Release lb. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable � , f Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and MA Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release lb DATE: 09/17/03 TITLE: McGrath Residence Bldg. I Dept. I Use I I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: [ J I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: I I Windows: [ J I 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.340 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.300 I #Panes Frame Type Thermal Break? [ ]Yes'[ ]No Comments: [ ] I 2. Door 2: Solid,U-factor: 0.270 I Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity insulation I Comments: I I Air Leakage: [ J I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] [ Required on the warn-in-winter side of all non-vented framed ceilings,walls,and floors. L' Materials Identification: J ' [ ] I Matprials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ) I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. 3 p,1 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) I f r The Town of Barnstable TAILL Department of Health Safety and Environmental.Services µ Building-Division 367 Main Street,Hyannis,MA 02601 , ►8-862-4038 ►8.790.6230 PLAN REVIEW )wner: r'r' c' rz�-k Map/Parcel: 6 Li 15 roject Address: Builder: Che following items were noted on reviewing: f f THE FOLLOWING IS/ARE THE BEST IMAGES FROM' POOR QUALITY ORIGINALS) IM / �C(� L � DATA Nov 04 03 02: 02p p. 4 { SC CALCO 2003 DESIGN REPORT-US nwrody,October 30'2oa1 07,49 Slnols 3 lfr x 11 718 VERSA-LAM®3080 OF File Namc BCCALC ProJeal F002 job Nerve: eat AdOreit Road Ad ner: Choose Coombe •Mole Me.Me Co�rWq: Wood Struclwea Ina. 1C SM3.NER 442 WIG: header 1 6rondMa load•?o prl l 16 pit TdLwry etli0d0 � 91 t mell 1788iteLL 132�Ise OL ' 1924 be OL i Tohei MorI:An1t1 LMQtl1.11�o.00 flan at Data Load Summary Wrtlon. jusimperial 10 •Oaerlpdw Load Type Ref. 811ft HOW Type value T11b. Derr, I 8 Standard Load Unf.Ana Left 004040 11.00.00 Uve 25 per 0500,00 115% Mwo Type: Fbor Beam Dad 15 pef 0500-00 901E Maf Spww f 1 1 well Unf.Lin. Le11 004DD400 '1.00-W Live 0 PK nle 100% Led!Canlitewer No I Dead 80 p9 rot 90% ROM� tila'ver: 'No 2 unf.Lin. Lell 004040 11-c0.00 Lie 200 ptf rye 100ri Dead 75 off rVe 90% Trru*r. :0505OD-W Controls Summary i Conool Type Va1w n/YlowebMF DuaOow► Load Caeo Span Lwow Willem we 114W 35.2% 115% 3 1-Intomal Neg.Moment 0 ft4bo • n!a 100% Lint Lad: 125 W End Shtaw 251 tto 28.1% 115% 3 1-LeIR Oetd'Lotd: :15 W Total Load DO. U882(0.191-) 34.7% 3 1 P&Mtk Load: l ow LNe Load W. U1204(0,111 39.9% 3 t .Ourtbn: ills Max Don. 0.191- 19.1% 3 1 h , •tire aneot'andaoaua�cY o1 Dasipn mw%Cede minlimm JW40)ToaaW delkxtl0n rxt ft the muM 1» "led by w"rw Daeign moo Um opseMoct(U400)Live bed defbeilen ertsrfe. Vft rlould nlp an output at DOW Mario trEltnry(17 MWimum lord derttallon Wit"'. evtdapee d two Mir*nwp bow4v hrohlar BO it 1.1re. Thaoulput. Mlnhrl n baa+lrtp wh W.51 Is I.11r. :� buldtnp in Erdar"040ayad Horkontal Spen LeVh(e) Closer Span•112 min.and beerlr>q 112 iniormedIve bearing aAd tfYCytit � of8>JISE rood :y,.i;>,:^c:;. , . •.....: prod IRUIIheE RaCO!dtnee 'i Suy�:�ki!?�hrll;4.it:Uljcc:^ci: Di, .W11R cifferd ItllonGulda (kivii el prr?-eflgnlE.'� �8(�i)illiilliity;i'(:il:•i�:'..�sr•;:(!:.:!,;�i.yt'f1VL' and coder. li,;s sr.;,,a, .... :.~. . w('t *�t 48t Tooh�ltin tiudearif SF?ai' :td Ir>.3.iing Cor•�'.i +E sGy yaw K eee any Vs.ple ad (;`'-`', fui h(.r arknta c . . .. a�0� JEFFREY S. �rf ,oe� =-0785 b4nn%1)i mil{:i .. !�i C`! ,.!iri;:.. U 11,w�.,,�1�y1i++�a �.. , .. .,.... .. NAINROCKI ,:ppiier w r�e� ,_,3(n;..di3 ,,•5': STRUCTURAL 8C C®,BC ER®,BCl6, ny way from any r]C:fw;S,t1e;;`,Cii�nr;, :>; ,, :> ::•:;, i• No.34168 BC IM BOARD BC 065 RIM 9Q " OLIJLAM"► atlCfelPtlttinaUnn,�er..st i:.iiai?'ir it,i.l'.., ;:r.,,::;:;'cat <:r, '•.ar ?p0 it®�iE0.�� Eta ve RShR{GA®, :riEr, r. ,�,.,.,r;4 •,,ri:_: , �Ff3�onrteta°t� VER A PL 1?din,. VER$A-$ fj vERWTVDV, LLJ01STS and AJS, am 0 ka of Both Coca* paation, P*1 of 1 i i r i Nov 04 03 02: 01p p• 3 BC CALL®2003 DESIGN REPORT-US Thun►day,oc,ober 30,200d 07.41 q 91/2"AJ5'N 10 APQ File Name: BC CALC Praieat:401 M Oeealptbn: Raw 6v�«- Z1p:M atom Mats Me.11Ae Dalpnet: Charles Coombe cudco ar: CWWV; wood Stluolures Im. Ccde : ocicA 22-09,SBCC197070,ICBO PFCb604 Wee: 11W Wo I I • r _�..w_L_l.�:: (.•...---.I: a:raLa.e;�ooa116v.t .oGsP��I�::�:��:I..-L:::_1::_l__:� AL ,.eaao 60,+1•1? e,,stir 26.1 be LL $71 Do LL 323 Ibs L tM OL ( 327 We OL 100 Ibs DL Total Motitonlal Length•264640 Gen rat Doh load Summary i Vs Imp" 10 Description Load Typo Rai, start End Type Value Mo Our, 8 Stendaro Load Urd.Area Loft 000NM 20-0000 Lft 40 pal 16- 10096 Martz"Type: Jaw Dead 1s per ter 90% tNumberom"^INo Controls summary RVM:Centkw: NC Con"Type vow X A1lowabie Ouralfon Load Call ®pea 1,00011110n sboa i Ma,wnt 15TY R-lbs 87.6% 100% 2 2-Lon 1 OM 2 QCS*M r 1� Neg.Moment •1577 R•be 67:8% 100% 2 1•RIpM r End Reacuan 432Iba 37.11% 100% 5 2.Right yen Ira.ReacW 1107106 40.9% 100% 2 2•Loft TYpo Gltatd Cab.Shoat 626 tba 54.D% 100% 2 2.Left I Total LOU Der, WM(p,,TV) 25.0% 5 2 Live Load: 40 pat Live load Dail. U1221(0136') 38.3% 6 2 Deae`Lead: 1,6 put raw Naa.DdL -0.ow 9.2% O 1 Pv4n Land: ,0 psf Max Den. 0.176- 17.5% 6 2 Dxagw: !100 Span/Depth 1717 Na 2 i D1aCloeure Notes The a 4—ROW-W-W-1 nd ww"y of Dealpn mesa•Code minimum,(L/240)Total load daftaotiall alit ne. fF%d by« peaW,rnoeM Uaar apsvifrad(U480 Uiw bed deflaction critmis. M6l w er two ,rl an OkA pcO8^meet arbttrary-(In Maximum toad da*ftn Weft , TIN outptA MUim,un bee"Iwo fa 81 A 3-1/r. AwA in based u buddfnp MWmum beating Isnplh for 02 is 1.1W. a EMMdVMftyad tiorizant�SW LeM011(a)•Chat SW.•I min,end bft"•Vt2 Intemecimfe bartng fun�t wood tmmCb!s aaoadana ;;i;:aarmer. R eutrent In a�bon Guide and ap�IcaMa ddiny o,>d.e i he supplier ?)jgr ackn4�!t:_ycs;rat it has;:.gvEalcU.,ar\1 Associates, in;: Ts anlnew ion aii t`r review a Prt?-enginei rr 1 rt:llitln�pmdtt" r}FrI ifi , As abOYE ff1 you aniiq OM pbgM�ll he Stan and 1481iit;( r..pnrti,ir,ng ghn,.:r,rr: ��Ep fZ� op 0748 abeginn'v,0 Fhe,Sllppliar �.,. p 9y lnc.will L d JEFFREY S. 6C �601$ C F EtR®,BCtm, r?ns' .. . . NAt/VROCICIe v vt:6t1 D BC OSBRIM uili r t: ; uRAI BO oIN GLuwMp any way from any tsefec 7t5c R, :i. -.'11 L No.34168 VERSA"W, R60"IMS, 4prnlinatirxt,nes+ctt� t Cnc�trnn car e(4 t;t:r:r r sf? .itent. Qf to VERP-RIM PLIJ n ':, ?r;: Ia tT18Tta t VERSA-S6TRAN0fasMp kD t�L VER� STVDS. JOISTS and t:x,r,.,,.i••;,. �r•,,.,r,rii•,rt r•:srr,�r .,,�•:�r.:-.r�,?,�;},,,..!;. Ara ,am it of 1 Balas;Caecada r0on. I Pella 1 or 1 i Nov 04 03 02: 00p p. 2 SC CALC®3003 DESIGN REPORT-US Tay•October 30•2W307:42 � 1124 AJaTK It APOFr1e Nam! BC CALL Prajw.i:J02 , Ooacrptiwt: Address: 54ROad Specify►: C.40,zip:Mms atwa ma Me,Ma Oea 4rw: Chinos Coombe compony: Wood Stmvcturee Inc. cdo 006A 22-9,*KCI 07orD.ICBO PFC-5504 Mfoo Aoor j sts i i -1--- - --I-.�__ 1.l� 'Lcad 4O Pall 1511f ,t�oao aFoo ao m f�1rl ' B1,zuz 82,1•trz m U LL t 60 Ihe LL 102 Ibe LL e7 to DL j 25a If»in 45 Ibs DL Totelt+aitwft Lapp•20.MW 4"re1 Date i Load Summary Vereidn: US impafel 10 Dewwlpttorl load Type Ref. $W I!Rd Type Value OCS Da S Standard Lod Unt Arm Left 004M 2040.00 Lhra 40 pef 10' 10D% Memtbr Tyco: J6d Dead 15 pef i r' 90% Numhitt of Spans'.2 L44 ;No Controls Summary R"Cam: No Control Type Valw %Allowable Oure0o11 Laid Cone Span Loeatdcrt Moment 1027114m 37.5% 100% 2 2-Left 012 Nsg.Moment -10V ft-lbe 37.5% 100% 2 1-Right End Rawficn 389 the 32.2% 100% 4 1-Left Yw Int.Rescft 947 Ibe 32.3% 10D% 2 1-Right T 0>kAmd Cont.Sham 526Ibe 46.3% 100% 2 1.RIpFrP uplift 27 the mra 4 2-Right Lk 1.OW: i d0 Pa Total Load Od. LA 475(0.OW) 16.3% 4 t 04ed.LM: t 15 Par LMe Load Oell. LN940(0.074°) 24.7% 4 1 POM116rt Lad: 0 oaf Total Nap.De11. .0.024' 4.9% 4 2 Dwat�on: :1 Maur OsA. 0.09tr 9.8% 4 1 Dteoloaun Spay/Depth 15.2 rLh ! TIIe a moon e!"d aceureey of Now tee f"l* by anyorw DwOr meet Code mMwm(U240)Too load 'aft,on criteria. 'v4to uld rely on output a P"�Wa speeM(U480)We load d$fWien allet,e. evidai+oe of su sy for a Design mob IIFV ry(11 Maximum Iced daiiedirt criferif, peAkjAer , TM mout Mbl1mm bee"10110 for BOIe 1•irz, ab"Is hued buiking KnIff1 m us"tenpttt for 91 Is 3.1 a. Icadoecoopw n pra less I ire to bawMp lenpdt for B2 to l-17. BO so qp �elation EntersdOsplayed Mark")Spin Len41h(e)a Oar t3W 112 min,end bea ft+112 intannediaw bearing ptoduav mm be secerder" lathlhawwtt WonOuida a++dtl�sapPiicaei. oMeo. 'n�t)�I)iit:'r;)C6nr7�tr. r.at it i-:a2.:ta i,;r. .,!•::.tcly Assl�(411e ;r, To of{sin an Guide or i1 you any d Oam Cott rt9V!c b4'8 .,:,i�,�„I Ire•' >n 1 ,� (�47118 oreWOYOnq f' ' •`t` :i).'}!1t''•(!:. ...! :I:i . ?'.':,:L'1!� .^Shoe! Prold�mated �;.,. r.. i•' ywi i! �Qt a JEFFREY S. �,� t)C CpALC4.8C AMERS,BCIO. ,.'tf.r IJAWROCKI .`► !IC A4 BOARD L L06BAM AIM STRUCTURAL i�AROp tml GlUl11M"' ". • _ Is�rlc it VER U1h41D. RSA-RIMS, :�way tram z,r.. . _ a::r:; ::1�in No.34168 .11E RlAt� ;1;}let ,mination.Uf•S!QIi.13.I`r1C21tJ(r)o CJi6Lii Ail n!saz Item s�0 4eQrS1f 1 ? VIER STRAND VER •STUD® UOIST®end v. �.,, v., f7S10NAL tM� >ti • (`i TM1;ly�,t4'F.4 @l�Y.(Gf L.;.!,rr;.nRr�."•by .tr.y..• - t r • i , 1 Qepe 1 Of 1 1 1 Nov 04 03 02: 00p 10. 1 SC CALL®2003 DESIGN REPORT-US Thumday.October 30,?0M 07:" DOUWO 911 ! AJSTM 10 APO File Name: Be CALC Project:J03 Job Nim 1W am 0e.rriptbn: Ad d+ Specifier: tom,9tete,Zip:Ma MiUa Me.Ms Oaalpner: Charted Coombe CLVWW. Company: Wood stnmures Inc. Code B A 2240,SOCCI 9707D,IC80 PFC4504 NOV. otetir herder i 9tsrdudtsea-4p is AL �80,1-11? 81,i-i12' 517 he LL ` 547 Ibe LL 208 to OL 206 tbs OL ! TOW Mairamel L etnpttl-04-MQ0 Q@r4rsl Data Load summary Veflo: US Irrtpa W M Desaipbon Lead Type Rat Start 1W 1'yps Vttlw OC8 Dut. s standard Load Unt.Ana Lea 0000 194" Uve 40 pd IV' 100% .MWrMW Type; 'Joist 0sad 15 pet 18" 90% NUM*orspan: 1 1 stair header LIN.Lin. Loa 00.00-W (94== Live 220ON Na f00% Leff qard!'Mvet: t No Ono 83 ptl nfe so% 400 : IN* s Controls summary .0112 Con"Typo Va<ita %Atlowabic Duration load Case Span Locadon Moment 753 ft4be 13.7% 100% 2 1-Internal in: Yee N".Mornonl 0 R-tbs Na 100% Types 43WO End.Ra-l'- 753.ba 32.9% 100% 2 1-Left I Total load 044. tl4i§4(0.01 VI S.7% 2 1 Live load: i 40 pat Live Lad Dee. USM(0.OW) 8 3% 2 1 Dad�laed: I 1 B pet Max DO: 0.011- 1.1% Pea96„Load: 10 pet Spans 1000 5.1 rVe 2 i Duration. 1100 t)ieolosuea ! fYotss The dptr sand aocurat:y of �vn meoea Code mkdmum(LRtO)Tote,toed d~ion craaria. tM moat be ar1d a en one i�mob User apaotrlad(U480)Live load deft ftn uitrla. My �y Oeftn maw arbitrary(try Maximum load ddWien criteria. Mkdmvm bewft Ienyth fa 801s 1.117. Of We Wnimumtoleft len9Blfor 81 Is 1.17. abort is broad twttdr�ul EMer"Mi played Maitontal span Lenplh(s)■Cher Spec++112 rain.and beedna�1/2 Intermediatebearing dads soos�ss proptniae erg*Wyyaetts Itlatalwoun ol80tSEsngi edwood 1!St,tNtnte,.. paodyRamu abe or PC he s+,pplier acknowla..,;tt"� i!;at„na-.r4vuEst,:'�JJry Assoc!a:c�s. with tfaewre I Guide �; �. ,rr;r YttL:? as above for rcvidw a,tf:r+l�ir.cY,:Er.. ! 1tn F. J°r_a.:U. ondtMapplkabte t3 M ,e Sea , frn1 In•ad nC;:..;r ;; ;i ; Yt;alatinr.shet?t �LtV1M To again on in you hereany4 UensptsMed tl? i°lrrlip>I'tU•Yhr?: . . atir... - :,.'-'tos ,11c.WI!; +O� d` {500?232_034 aebepir!rtinp not oa JEFFREY S. prodtlet iSi?Origin "•f: s' NAWROCKI CAL ppbBr waves-.,ii•„a,,,,: ...%,.. , . . ;,r� ,•^ STRUCTURAL 6C CALCO,Be ER®,BCi�, .:.,a:C'nP ,r.tY,r? eC Mf�' 80AR0 8C On RIN any way fro!: any No.34168 90A111101" BOOB OLUTAM'a, load deterrninatkv,. :iE:�;�:. t^;=>-.:�.f,c= •it •+::::;:: :ray it'orn VER LAMS, SA-Rhos , VER�RIM PLU ic.7tlw18 1 psi n'S. '!� 't' fsr0A4l t .VF.RfAA•8rRAw '■ nr. rnrr+,1:,;L cfUtl:i:ifl ftYU6'•'Ct.: ',tCNntied i n VER •STUD!s, owe and AJS we of t�Cascade paalion. . i 1 Page loll I I Front the Office of: ` r STANDARD FORM Channel Point. ];catty, Inc. PURCHASE AND SALE AGREEMENT P 0 Boa 727 West Yarmouth, MA 02673 j This 4th day of.. AtaguSt.. ate; 2003 i. PARTIES Channel Point Realty, Inc. , with a inailing address of P.O. Box 727 AND MAILING West Yarmouth, MA 02673 ADDRESSES hereinafter called the SELLER, agrees to SELL and (fill in) Larry McGrath, of 21 Bakers Path, South Yarmouth, MA 02664 hereinafter called the BUYER or PURCHASER, agrees to BUY, upon the terms hereinafter set fotih,the following described premises: Lot 11 as shown on "Plan of Land, Location: Bog 2. DESCRIPTION Road Marstons Mills (Barnstable) , MA, Prepared for: Channel Point Realty (fill in and include Inc. , Date: July 1 , 2003, Sheet: ANR1 , Weller & Associates, 1645 title reference) Falmouth Road, Suite SIC, Centerville, MA 02632" 3. BUILDINGS, Included in the sale as a part of said premises are the buildings, structures, and improvements now STRUCTURES, thereon, I IMPROVEMENTS, FIXTURES (fill in or delete) air h,,j eXCI,(Hiz9 4. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deed running to the BUYER,or to (fill in) the nominee designated by the BUYER by written notice to the SELLER at least seven 7 days ' Include here by specific before the deed is to be delivered as herein provided, and said deed shall convey a good and clear reference any restric- record and marketable title thereto,free from encumbrances,except lions, easements, rights (a) Provisions of existing building and zoning laws; and obligations in party walls not included in(b), (c) Such taxes for the then current year as are not due and payable on the date of the delivery of leases, municipal and such deed; other liens, other encum- (d) Any liens for municipal betterments assessed after the date of this agreement; brances, and make pro- (e) Easements, restrictions and reservations of record, if any, so long as the same do not prohibit vision to protect or materially interfere with the current use of said premises; SELLER against BUYER's 'M breach of SELLER's covenants in leases, where necessary. 5. PLANS If said deed refers to a plan necessary to be recorded therewith the SELLER shall deliver such plan with the deed in form adequate for recording or registration. 6. REGISTERED In addition to the foregoing, if the title to said premises is registered, said deed shall be in form sufficient TITLE to entitle the BUYER to a Certificate of Title of said premises, and the SELLER shall deliver with said deed all instruments,if any,necessary to enable the BUYER to obtain such Certificate of Title. 7. PURCHASE PRICE . The agreed purchase price for said premises is One Hundred Seventy Thousaicl) (fill in);space is ($170,000.00) and 00/100 Dollars o lars,of which allowed to write out the amounts $ 17,060.00 have been paid as a deposit this day and if desired $ $ 153,000.00 are to be paid at the time of delivery of the deed in cash, or by certified, cashier's,treasurer's or bank check(s). $ $ 170,000.00 TOTAL COPYRIGHT®1979,1984,1986,1987,1988 All rights reserved.This form may not be copied or reproduced in GREATER BOSTON REAL ESTATE BOARD whole or in part in any manner whatsoever without the prioA express «.«^ written consent o1 the Greater Boston Real Estate Board.. rr r;r UHTOANUL-; )eeds wit1iin five (5) business clays of' Buyer°'s receipt of a building DELI\/ERY Of- DE I D(fill in) R � �'��r�n# 1`� e .,t�1��I� �11his • agreerent. See Addendum "A" attached hereto. y. POSSESSION AND i-ull possession 01,said premises free o1 all tenants and occupants, except as herein provided, is to be CONDIi ION OF delivered at the time of the deliveiy of the deed, said prenrrises to be their (a) in the same condition as PREIAISE. they now are., reasonable use and wear lhereof excepled, and (b) not in violation of said building and (attach a list of 2011ir)q laves, and (c) in compliance with provisions o1 any instrument relerred to in clause 4 hereof.The exceptions, it any) BUYER shall be entitled personally to inspect said premises prior to the delivery of the deed in order to determine whether the condition thereof complies will r the terms of this clause. 10. EXTENSION TO If the SELLER shall be unable io give title or to make conveyance, or to deliver possession of the pre- PERFECT TITLE raises, all as herein stipulated, or it at the time of the delivery of the deed the premises do not conform OR MAKE with the provisions hereof, then ^ r ' r PREMISES CONFORM the SELLERshall use reasonable efforts to remove any defects in title,or to (Change period of deliver possession as provided herein, or to make the said premises conform to the provisions hereof,as time it desired), the case may be, in which event the SELLER shall give written notice thereof to the BUYER at or before the time for periormance hereunder,and thereupon the time for performance hereof shall be extended for a period of thirty 30 days. 11. FAILURE TO It at the expiration of the extended time the SELLER shall have failed so to remove any defects in fdle,- PERFECT TITLE deliver possession, or make the premises conform, as the case may be,all as herein agreed, or i1 at any OR MAKE time during the period of this agreement or any extension thereof, the holder o1 a mortgage on said pre, PREMISES misps shall refuse to permit the irsurance proceeds, if any, to be used for such purposes, then any pay- CONFORM,etc. ments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. 12. BUYER's The BUYER shall have the election,at either the original or any extended time for performance,to accept ELECTION TO such title as the SELLER can deliver to the said premises in their then condition and to pay therefore the ACCEPT TITLE purchase price without deduction, in which case the SELLER shall convey such title, except that in the event of such conveyance in accord with the provisions of this clause, if the said premises shall have been damaged by fire or casualty insured against, then the SELLER shall, unless the SELLER has previously restored the premises to their former condition,either (a) pay over or assign to the BUYER, on delivery of the deed, all amounts recovered or recoverable on account of such insurance, less any amounts reasonably expended by the SELLER for any partial restoration,or (b) if a holder of a mortgage on said premises shall not permit the insurance proceeds or a pall thereof to be used to restore the said premises to their former condition or to be so paid over or assigned, give to the BUYER a credit against the purchase price,on delivery of the deed,equal to said amounts so recovered or recoverable and retained by the holder of the said mortgage less any amounts reasonably expended by the SELLER for any partial restoration. 13. ACCEPTANCE The acceptance of a deed by the BUYER or his nominee as the case may be,shall be deemed to be a OF DEED full performance and discharge of every agreement and obligation herein contained or expressed, except such as are,by the terms hereof,to be performed after the delivery of said deed. 14. USE OF To enable the SELLER to make conveyance as herein provided,the SELLER may,at the time of delivery MONEY TO of the deed, use the purchase money or any portion thereof to clear the title of any or all encumbrances or CLEAR TITLE interests, provided that all instruments so procured are recorded simultaneously with the delivery of said deed. 15. INSURANCE Until the delivery of the deed,the SELLER shall maintain insurance on said premises as follows: "Insert amount Type of Insurance Amount of Coverage (list additional types of insurance (a)Fire and Extended Coverage "$ and amounts as (b) N/A agreed) 16. ADJUSTMENTS fd (list operating ex- taxes for the then current fiscal year, shall be ap- penses, if any,or porlioned and fuel value shall be adjusted, as of the day of performance of this agreement and the net attach schedule) amount thereof shall be added to or deducted from,as the case may be,the purchase price payable by the BUYER at the time of delivery of the deed. 17. •ADJUSiI ML-N1 II the airiouni of said taxes is not known at the lime: of the delivery of the deed, they shall be apportioned 01= UNASSESSLD on tlw basis of the taxes assessed for the preceding fiscal year, will) a reapporlionment as soon as the AND new tax rate and valuation can be ascertained; and, if the taxes which arc to be apportioned shall there- ABATED TAXES alter be reduced by abatement, the amount of such abatement, less the reasonable cost of obtaining the same, shall be appoilioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. f (fill in lee with ^ ^' ^^ !he cr_I i 4i iko dollar amount or percentage;also name-of Brokerage firm(s)) - nt 19. -1;A 1G Fe R{.9) HARRAN:R, (fill in name) 20. DEPOSIT All deposits made hereunder shall be held in escrow by Channel Point Realtty Inc. (fill in name) as escrow agent subject to the terms of this agreement and shall be my accoun eb for at the time for performance of this agreement. 21. BUYER's If the BUYER shall fail to fulfill the BUYER's agreements herein, all deposits made hereunder by the DEFAULT; BUYER shall be retained by the SELLER as liquidated damages unless within thirty days after the time for DAMAGES performance of this agreement or any extension hereof, the SELLER otherwise notifies the BUYER in writing. and this shall be the Seller's sole remedy, at law or in equity, for anyy default by the Buyer. 22. RELEASE BY The SELLER's spouse hereby agrees to join in said deed and to release and convey all statutory and HUSBAND OR other rights and interests in said premises. WIFE 23. BROKER AS The Broker(s) named herein join(s) in this agreement and become(s) a party hereto, insofar as any provi- PARTY sions of this agreement expressly apply to the Broker(s), and to any amendments or modifications of such provisions to which the Broker(s)agree(s)in writing. 24. LIABILITY OF It the SELLER or BUYER executes this agreement in a representative or fiduciary capacity, only the TRUSTEE, principal or the estate represented shall be bound, and neither the SELLER or BUYER so executing, nor SHAREHOLDER, any shareholder or beneficiary of any trust,shall be personally liable for any obligation, express or implied, BENEFICIARY, etc. hereunder. 25. WARRANTIES AND The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor has REPRESENTATIONS he relied upon any warranties or representations not set forth or incorporated in this agreement or pre- (fill in);if none, viously made in writing, except for the following additional warranties and representations, if any, made by state "none",-it either the SELLER or the Broker(s): any listed, indicate NONE by whom each war- ranty or represen- tation was made 26. r Y eihef i fisiiitiliamal maMgege loan ai$ at prevailing ratgs terms ar'd1^^r{'linnc 6EAlJS[ If despite the BUYER's diligent eflorts a eemmiifflem 11of stieh lean eanne! be eblaiRG)d AR W t�61 (omit if not ti OI IVGQ m iorm'nnin�h' ^nrooM@pI by%vi:ifiun nnfi e provided for in Offer to eatsAll Qll;ar Purchase) , I—ele. ... if) event vAl the BUYER be deerned to have ti3ed diligent r 27. ONSI RUCTION l his inslrunlenl, execUled in multiple counterparts, is to be consti ued as a Massachusetts contract, is to Of- AGREEMENI take eliecl as a sealed instrument, sets iorth the eniiie contiaca belwecar the patties, is binding upon and enures tc; the berueiil 01 the panic s hereto and their respective heirs, devisees, exeruior:,, adminisiratois, suc:cessrn and assigns, and play be cancelled, modified or amended only by a written instiurnent executed by-boih il;e SELLER and the BUYER. If two of mole parsons ale named herein as BUYER theii obligations hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered a pall of this agreement of to be used in determining the intent of the parties to it. 28. LEAD PAINT The parties acknowledge that, under Massachusetts law, whenever a child or children under sir, years of LAW age resides in any residential premises in which any paint, plaster or other accessible material contains dangerous levels of lead, the owner of said premises must remove or cover said paint, plaster or other material so as to make it inaccessible to children under six years of age. 29. SMOKE- The SELLER shall, at the time of the delivery of the deed, deliver a certificate from the fire depariment•oi DETECTORS the city or town in which said premises are located stating that said premises have been equipped with approved smoke detectors in conformity with applicable law. 30. ADDITIONAL The initialed riders,if any,attached hereto,are incorporated herein by reference. PROVISIONS See Addendum "A" attached hereto FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978,BUYER MUST ALSO HAVE SIGNED LEAD PAINT"PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE:This i legal document that creates binding obligations.If not understood,consult an attorney. SELLER(or spouse) Thomas B. Powers, President SELLER ��ppa,i"... — Channel Point Realty, Inc. 0, BUYER BUYER Larry Grath EXTENSION OF TIME FOR PERFORMANCE Date The time for the performance of the foregoing agreement is extended until • o'clock_M.on the day of 19 time still being of the essence of this agreement as extended. In all other respects,this agreement is hereby ratified and confirmed. This extension,executed in multiple counterparts, is intended to take effect as a sealed instrument. SELLER(or spouse) SELLER BUYER BUYER Broker(s) 1- 1 'ADDENDUM "A" SELLER:, Channel Point Realty, Inc. P.O. Box 727, West Yarmouth, MA 02673 BUYER: Larry McGrath 21 Baker's Path, South Yarmouth, MA 02664 LAND: Lot I 1 as shown on "Plan of Land, Location: Bog Road,Marstons Mills (Barnstable), MA,Prepared for: Channel Point Realty,Inc., Date: July 1, 2003, Sheet: ANR1, Weller&Associates, 1645 Falmouth Road, Suite 4C, Centerville, MA 02632" DATE: August 4, 2003 L The following provisions are incorporated into the Purchase and Sale Agreement, dated August 4, 2003, between the above parties: 1) Buyer and Seller warrant that no real estate broker has been a party to the transaction in any way. 2) The Purchase and Sale Agreement is subject to approval of the above-mentioned plan by the Barnstable Planning Board. Said plan was filed with the Planning Board as an"Approval Not Required Plan"on July 24, 2003. 3) Lot 11 to be subject to an easement, to be recorded at the time of the delivery of the deed, to Snafu Cranberry Company, Inc., or its nominee, to operate,manage and engage in the growing, production and processing of cranberries and cranberry products for commercial and retail use. 4) Subject to Buyer's ability to successfully obtain a building permit for a three(3) bedroom dwelling from the Town of Barnstable. Buyer shall use reasonable efforts to obtain said building pennit, and agrees to apply for the permit Vf)'*� A 5 dP,Wl!#the recording of the above-referenced plan at the Barnstable County Registry of 4It Deeds. homas B. Powers, President Larry M Grath Channel Point Realty, Inc. BUYER SELLER /, , ucsic UNITED CASUALTY AND SURETY INSURANCE COMPANY LICENSE AND PERMIT BOND For County,City,Town or Village Only. Not Valid for Contract,Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: BOND NO: 001946 That we,Thomas B.Powers,P.O.Box 727 of the Town/City of West Yarmouth, State of MA 02673,as Principal, and UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation duly licensed to do business in the State of Massachusetts, as Surety, are held and firmly bound unto the Town of Barnstable,367 Main Street, Hyannis, MA 02601, State of Massachusetts, as Obligee, in the amount of FIVE THOUSAND DOLLARS ($5,000.00),lawful money of the United States,to be paid to the said Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives,jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has been licensed and/or t issued a permit for the purpose of opening and/or occupying a public way located at 125 Bog Road,Marstons Mills,MA 02648 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances(including all amendments),pertaining to the license or permit,then this obligation to be void,otherwise to remain in full force and effect for a period commencing on the.25th day of September,2003, and ending on the 25th day of September,2004,unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal,in care of the Obligee or at such other addresses the Surety deems reasonable,and at the expiration of thirty-five days(35)days from the mailing of notice or as soon thereafter as permitted by applicable law,whichever is later, this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 29th day of September, 2003. Thomas B.Powers-Principal Witnessed UNITED C ALTY AND TY IN COMPANY s By QBy Thomas P.Carrigan,Jr. Vice-Pre ' ent and Attorney-in-fact ss: ACKNOWLEDGEMENT OF SU TY STATE OF MASSACHUSETTS County of Suffolk On this 29th day of September, 2003,before me, the undersigned officer, personally appeared Thomas P. Carrigan, Jr., who acknowledged himself to be the aforesaid officer of UNITED CASUALTY AND SURETY INSURANCE COMPANY, a corporation,and that he as such officer,being authorized so to do,executed the forgoing instrument for the purpose therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set m Nm an al seal Carol A.Carrigan, Notary Public Expires 6-20-2008 i • "esic No: 1817 fppd No:001946 UNITED CASUALTY AND SURETY INSURANCE COMPANY BOSTON,MASSACHUSETTS Principal: POWER OF ATTORNEY Thomas B.Powers P.O.Box 727 KNOW ALL MEN BY THESE PRESENTS: West Yarmouth,MA 02673 That UNITED CASUALTY AND SURETY INSURANCE Obligee: COMPANY,a corporation of the State of Massachusetts,does hereby make,constitute and appoint Obligee:Town of Barnstable Thomas P.Carrigan,Jr of Boston,Massachusetts its true and lawful Attorney-in-Fact,with full power and authority,for and on behalf of the Company as surety, to execute and deliver and Effective Date: affix the seal of the Company thereto, if a seal is required, bonds, 25th day of September, 2003 undertakings, recognizances, consents of surety or other written obligations in the nature thereof,as follows: Contract Amount: N/A Any and all bonds,undertakings,recognizances,consents of surety or other written obligations in the nature thereof and to bind UNITED CASUALTY AND SURETY INSURANCE Bond Amount: $5,000.00 COMPANY, thereby, and all of the acts of said Attorney-in-Fact pursuant to these presents,are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolutions adopted by the Board of Directors of UNITED CASUALTY AND SURETY INSURANCE COMPANY at a meeting duly called and held on the I st day of July,1993 which Resolutions are now in full force and effect: Resolved that the President,Treasurer,or Secretary be and they are hereby authorized and empowered to appoint Attorneys-in-Fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company.Any such writing so executed by such Attorneys-in-Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Officers of the Company in their own proper persons. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of UNITED CASUALTY AND SURETY INSURANCE COMPANY,at a meeting duly called and held on the I st day of July, 1993: That the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking,recognizance or other written obligation in the nature thereof;such signature and seal,when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,UNITED CASUALTY AND SURETY INSURANCE COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 22nd day of February 2002. UNITED C SUALTY AND SURETY INSURANCE COMPANY Timothy M.Carrigan,Treasurer State of Massachusetts,County of Suffolk as: On this 22nd day of February in the year 2002 before me personally came Timothy M.Carrigan to me known,who,being by me duly sworn,did depose and say:that he resides in the State of Massachusetts;that heis theTreasurer of UNITED CASUALTY AND SURETY INSURANCE COMPANY, the corporation described herein which executed the above instrument;that he signed his name thereto by the above quoted authority;that he knows the seal of said corporation;that said seal affixed to said instrument is such corporate seal,and that it was so affixed by authority of his office under the by- laws of said corporation. /A I l Notary Public—Do ald J.Hernberg My commission expires:7/18/2008 1,Timothy M.Carrigan,Treasurer(Surety)of UNITED CASUALTY AND SURETY INSURANCE COMPANY,certify that the foregoing power of attorney,and the above quoted Resolutions of the Board of Directors of July 1, 1993 have not been abridged or revoked and are now in full force and effect. Signed and sealed at Boston,Massachusetts,this 29th day of September 20 03 n _ , J Timothy M.Carrigan,Treasurer -- - Board of Building Regulations and Standards y One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 118304 Type: Private Corporation Expiration:_ 2/26/2005 CHANNEL POINT REALTY INC THOMAS POWER PO BOX 727/ OFF SOUTH SEA AVE W. YARMOUTH, MA 02673. Update Address and return card.Mark reason for change. Address ❑ Renewal ❑ Employment Lost Card ✓1ze 't�oo�t��voo o�.�/�Cwaac�%u�eC� �• Board of Building Regulations and Standards License or registration valid for iudividul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 118304 Board of Building Regulations and Standards •�_`r�r: Expiration: 2/26/2005 One Ashburton Place Rm 1301 Boston,Ma.02108 Type: Private Corporation CHANNEL POINT REALTY INC / THOMAS POWER PO BOX 727/OFF SOUTH SEA AV � � bV.YARMOUTH,MA 02673 Administrator Not valid without signatures a r I ' BOARD OF BUILDING REGULATIONS y-= License: CONSTRUCTION SUPERVISOR Number:'CS 009486 }=j � Expires:02/23/2004 Tr.no: 5637 d $3a Restricted: 00 THOMAS B POWERS PO BOX 727e a�i W YARMOUTH, MA 02673 Administrator r r E ACORD, CERTIFICATE OF LIABILITY INSURANCE D 0924/2003 PRODUCER Serial# 100502 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR I 969 MAIN ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. OSTERVILLE,MA 02655 t 508-428-0440 PHONE INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: FARM FAMILY CASUALTY INSURANCE CHANNEL POINT REALTY TRUST INSURER B: P BOX 727 INSURER C: WEST YARMOUTH,,MA 02673 INSURER D: INSURER E: COVERAGES 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 POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADVIL POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE(MM/DDNY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY 2001 XO382 2-23-03 2-23-04 °REMISES (To RENTEDa nce) $ 100,000 CLAIMS MADE � OCCUR MED EXP (Anyone person) $ 5,000 COMMERCIAL PERSONAL&ADV INJURY $ LIABILITY GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ INCLUDED POLICY jRo LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY I NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKER'S COMPENSATION AND 2001 W6209 5-6-03 5-6-04 WC RY LIMITS STATUOTH- ER TO A EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ SOO,000 OFFICER/MEMBER EXCLUDED? EL DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CARPENTRY OF NEW HOUSES LOC: 125 BOG ROAD MARSTONS MILLS, MA. 02648 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN TOWN OF BARNSTABLE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. RIZED REP ESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 J TOWN OF BARNSTABLE �- BUILDING PERMIT PARCEL ID 000 000 283 GEOBASE ID ADDRESS 141 BOG ROAD PHONE MARSTONS MILLS ZIP - LOT 11 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT �� TT 77 IN ��: PER�MIT TYPE. BC004 DESCRIPTION CERTIFICATE OFLOCCUPANCY FL CONTRACTORS: I` ARCHITECTS: Department of r Regulatory Services TOTAL FEES: BOND $.00 tNE CONSTRUCTION COSTS $.00 "�• * BAMSPABLE, + MASS. BUILDIN , DNI ION BY DATE ISSUED 06/08/2004 EXPIRATION DATE - -- . �. . - -�--- -- --- - I TOWtj OF •BARNSTABLE 7.1 +� IBU DING PERMIT PARCELEID• 000 000 283 GEOBASE ID , ADDRESS 141 BOG ROAD PHONE MARSTONS MILLS .� ZIP - LOT 11. k BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT f PERMIT 72440 DESCRIPTION 3 BDRM SINGLE FAM DWELLING UNPIN 2ND ILL �- PERMIT TYPE BUILD TITLE NEW RESIDENTIAL.BLDG PMT f CONTRACTORS: POWERS, THOMAS B. Department of �. ARCHITECTS: F Regulatory Services 1 TOTAL FEES: t °' y $513.90' BOND $.00 CONSTRUCTION COSTS'�- $139,968.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE 1 1►'OOivscn`B�e, MASS. r"'• � ED MA'�`� .BUILDING DIVISION f / BY---11,,/,ZY -,Z� r DATE ISSUED 10/22/2003 EXPIRATION .DATE {4 ' I~ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING:CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIOYS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED = FOR ALL CONSTRUCTION WORK: -APPROVED PLANS MUST BE RETAINED ON JOB AND 1.FOUNDATIONS OR FOOTINGS ".THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE;-SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT. IS-VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTIONAPPROVALS /a/0 (3F41 �s1 17 z� o Gam- 6 2 2,CN ; J - ~ •• l r1 ��,�'C �/`' -irk-' 3 j 1 HEATING INSPECTIP APPROVALS ENGINEERING DEPARTMENT .. 2 � R d BOARD OF HEALTH ^^w•� OTHER: SITE PLAN RE41EW APPRItIvA 1 / -WORK"SHALL NOT PROCEED UNTIL PERMIT WILL B COME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE.INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STkGES'OF-CONSTRU.C_ MONTHS OF-DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA - ---� !TION: NOTED�dBOVE r _� _TION. F .I I `• I PE ,RMIT - r I LDI ,NG ' - , ' M.N t r . •- . � +sir+�� tl ` , , - !/ t �6 `,...-•-`..'�;~' .. _')•r r ... '.Fes—r -—»_, _.... -^ �I ... ' TOWN OF BARNSTABL'E .n BUILDING PERMIT I _ PARCEL. -ID 000 000 283 GEOBASE ID ADDRESS 141 BOG ROAD PHONE + MARSTONS MILLS ZIP - LOT 11 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 777124 DESCRIPTION 3BR- SINGLE FMLY.FIN 2ND FL. PERMIT TYPE Bcoo TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of I ARCHITECTS: Regulatory Services TOTAL FEES: BOND $_00 �tME I ` CONSTRUCTION COSTS $.00 � I • r • I, +► 1AMffABLE, + MASS. i639. • iOlFD MA'S A BUILDING DIVI ION j BY i DATE ISSUED 06/08/2004 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- ANICAL(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE .FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 1 1 I 1 - 1 I 2 2 2 '1 1 • I I { I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH I•i OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. f I I I I I I I - I I I Whelan, Angela From: Schlegel, Frank Sent: Wednesday, March 31, 2004 2:33 PM To: Whelan, Angela Cc: McKean, Thomas Subject: # 141 Bog road, Marstons Mills, Map/Parcel 000 000 283 i Hi Angela. I guess you heard about this one! When the Fire Department inspected this new building, they said the address was out of sequence with the building across the road. The number was assigned based on the owners approximate location of the new building which he got wrong! The site plan I got from you the other day showed the building in a different location. As I was working out the details with the fire department, Bob Burgmann intercepted the call (because I was out Friday), and changed the assigned address from # 151 to#141. 1 inspected the site and all seems well with the new address of# 141. Apparently, someone there got the word and changed pentamation. I just wanted to follow up with the change in writing. Also on this site, the site plan indicated a shed was to be removed from the new lot line. It appears to be in the same place as the sit plan so I'm not sure it was moved. I informed the inspector on this and he said he would check to see if the shed was moved before he issues a CO. Call me if you have any questions. THANX e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .J Parcel L� '�3 - Permit# Health Division 0 — Date Issued , 13 D y Conservation Division /TWov Application Fee 6�, bo Tax Collector J�V 1/ Permit Fee 1146. '12- SEPTIC SXSTEM MUST 0E Treasurer p INSTALLED IN CCMP`IANCiN Planning Dept. E�RO��ETAL ®® qr• Date Definitive Plan Approved b Planning Board E AIM:) PP Y 9 TOWN REGU!<.4 I^«- Historic-OKH Preservation/Hyannis 3 Adiu 5e kc- Project Street Address Village M AJLG-TO ►.;S t_!�; Owner LdL-w 2Ls?�C.� c�2, tk Address ZI �/�-t (Z lei P 4 •\/A42_ . Telephone Permit Request Z N Lo D 2 C- Square feet: 1 st floor: existing I"yd proposed 2nd floor: existing 60A 0 proposed 6$0 Total new 1 9 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: Cl Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family `W Two Family ❑ Multi-Family(#units) Age of Existing Structure M e�LJ Historic House: ❑Yes `61 No On Old King's Highway: ❑Yes "WNo Basement Type: '�3 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) N 0-4-4'G Basement Unfinished Area(sq.ft) I Q�g Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new 11 II Total Room Count(not including baths): existing new S First Floor Room Count `tom Heat Type and Fuel: `W Gas ❑Oil ❑ Electric ❑Other Central Air:�'Q Yes ❑No Fireplaces: Existing ►j 0 New Existing wood/coal stove: ❑Yes b No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage'W existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name AA_2- E10 z:9- �4_c G-j rLA,;F+t_ Telephone Number 24 -2-1>Lc Address -2-1 _h�A-i-c—V,$ 19 License# 'S A-LL. ,0 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE JLAI., DATE 113 FOR OFFICIAL USE ONLY PERMIT NO: DATE ISSUED y MAP/PARCEL NO. • r• ADDRESS VILLAGE z ` OWNER r DATE OF INSPECTION: d L FOUNDATION FRAME } INSULATION ®�- ^� L lil0q FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH, FINAL GAS: ROUGH- M� f FINAL ' FINAL BUILDING DATECLOSED"OUT;: ASSOCIATION;PLAN NO.. ti f The Commonwealth of Massachusetts Department of Industrial Accidents ,� •� � OA76e BI/Ahlsd�� . 600 Washington Street Boston,Mass. 02111 Workers'Com ensation Insurance oAffidavit-General Businesses name: �IQMJ it,g-,\ IL 3 � - address' r f� i'� P A city �-'2 state: ly1 ! — up:(D phone# work site location(full address): ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑RestaurantBar/Eating Establishment working in any capacity. [I Office❑Sales(including Real Estate,Autos etc.) ❑I am an em toyer with em loyees(full& art time). ❑other 'D//%//O/%/%ill/%/////////l%%%%%%/%%�% %O%%D//%%% I am an employer providing workers'compensation for my employees working on this job. company name: ` ;:• address:' :c{ city: phone#• .insurance.co:,, :'.:..'. oli # : '• I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: eddrCSS: Ctty:• phone'#;' insutance co. comDeriy ueriie - `'•� - address city::. . �. :• . . .. ,. . .. .;. ... phone#c :;..: _ irisurentie co. 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 years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that p copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereb l certify under the pains and pen t tes o erjury that the information provided above is trr a and orrect. Sipature 4-�r &- -RA Date 1 3 /' TT Print name L-4-W Q,F, iJ C Phone# -9)S- -Z ut official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Bullding Department ❑Licensing Board ❑check if immediate response is required []Selectmen's Office ❑Health Department contaet person phone#; ❑Other lea SIL 20o31 i Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to frill in the permit/license number which will be used as a reference number. The affidavits.may be returned to the Department by mail or FAX unless other arrangements have been made.. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents OMM of lallesffgatlena 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone.#: (617) 7274900 ext.406 i �}1E► Town of Barnstable Regulatory Services yB.W. - s r.E,$ Thomas F. Geller,Director 1639• k Building Division rFD MP't • Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: JV I Ste- z u)> F Estimated Cost Address of Work r �� O �� Owner's Name: Date of Application: / l-�4 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 Building not owner-occupied —00wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR-DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. -t3 N C� 0 d-C C-4� Date Owner's Name Town of Barnstable �OF'INE h Regulatory Services « s Thomas F.Geller,Director &43 NSTAHM 9� "�: �m Building Division AIBo��s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION �,r' Please Print DATE: I ' " `t' JOB LACATION: i j �0 C 8� fn S I D 1J lj M 1_LS number street village "HOMEOWNER": LA4.A�Q,:a ttl Gas /mil C 6 zn% 4z rzA name gg home phone# work phone# CURRENT MAILING ADDRESS: A-fi._A,1 o v)r-t4-- ►'vl A.- . P city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as s_pervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under'the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures,and Lets. � . J Signature ed er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use.in your community. Q:forms:homeexempt THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) m A �C(�J L DATA 3: N-5'l�. � :.7i 4 ,I., .4� S (j �. � �`�4 4 3� �` �,r� L I �!•,i.,� 7 .� .�•' �,,r _ �'S, t c �rAi �.� 1j1}� ^� 'I�.'x _; I �r.. �':�Y ��' `��yry, .. >5`!. s'P r ,.r•�� .• :1�., <.. -•\•':' x.�,,,•c+. 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AA on j - J ' � ;:i.a. - ..-. .�. .1. - 3 0' •.. n. ` ... f};:>`'o :L 116W .Lk%iiRJL� 1 e -- .... �1C..�..1� r �l_G..l�•! .�L-/-Q.,jp.�'11z lu tJt'r r>I: Yll.,•lr,(1 �r.• 1 L 1, Ss 1'uo � I33 DONALD I.,EYE 9; . r 45 al Bgitdi,g Des PrAfesslmt 'igner '. MA'1k66C ' . Iwel iM+sMb. i ' �. '.: '4-•' :a':_:.u..: '.uc.iw;,.<,....F....—...r J'�::..:•i>-a:,N+.....�-i A,+.:...iwi-:::...A' �....nr,..1.F.,.-1.'.:........... .... .. ... .. ..... .._........ v.._ ., ..... , .. {.; A.it'• t3�, 'a. �� :�`� art`4 ;r�l ��d� dt'ir.......... -15 .T` 14'-oTI jw 244m jw Y Oy xh i I s.t¢of aRlhc L.c '7 i II — r J •�V .Nme. � l` 1 THt s �ut�olNG- � 5 i 7 - oy�-ol�-oos x/dam a� NEl}EyQ B�tt-T `" "Mir /s FoR �otM�Pu,T�R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,•era �� •�� / Maps J Par Permit# (o 0 Health`Division 2 D ��b0 Date Issued �" ��" ®�� Conservation Division w c. `f r Application Fee �O '60 Tax Collector Permit Fee Treasurer SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE"to 7� Planning Dept. WITH TITLE 5 EWRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address Village MA��D IJS m II.t.S Owner _LtW eMC& P AU Alf Address 151 806 NO, (UAlMh)S MW 0 Y'S Telephone (a$)r776•Z4-Xn F Permit Request COOS-TIWCT NEO 'f0 � x(yo Ad,QftQ W i LbiA 6 P2. STMP6E. GF- Square feet: 1st floor: existing proposed 24-01b 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 4�3%0 60 Construction Type M0MO bU 1 L(7 IA)&_ Lot Size (0 `� A(,Z&-S 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 ;dNo Basement Type: ❑Full Cl Crawl ❑Walkout Wither 0013t, Basement Finished Area(sq.ft.) ►.1 JA- Basement Unfinished Area(sq.ft) 1,4, Number of Baths: Full: existing new 01A Half:existing # new Number of Bedrooms: existing .`'jam new Y 1 Total Room Count(not including baths): existing °�dt new 01,4 First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ®'Other Central Air: ❑Yes ONo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2 <lo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:'W existin <new- ize 40 X�PO Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl Commercial ❑Yes 5 o If yes,site plan review# Current Use_ - _ Proposed Use CQ i - f _(,l.lPMbQ7 o6-M?A6L_ BUILDER INFORMATION Name atb kP6 .6 Pv 6tf S Telephone Number Address P,6. g)G JV License# CS 009+E3(-Q Gip wm-r 'II nu-if ' M A ozo 3 Home Improvement Contractor# Worker's Compensation# 2w(W o M J' ALL CONSTRUCTION DEB RESULTING FROM THIS PROJECT WILL BE TAKEN TO J&--TRA6y SIGNATU �IszDATE � ll f FOR OFFICIAL USE ONLY PERMIT NO. ATE ISSUED y l MAP/PARCEL NO. ADDRESS 'VILLAGE - - OWNER - DATE OF INSPECTION: FOUNDATION - FRAME Y �� INSULATION FIREPLACE - < ELECTRICAL: ROUGH FINAL :. N PLUMBING: ROG FINAL ' �s �"� O � - GAS: ROw FINAL .• FINAL BUILDING t" n -� DATE CLOSED�OUT N a m ASSOCIATION/PLAN NO: The Commonwealth of Massachusetts Department of Industrial Accidents _ 600'Washington Street Boston,Mass. 02111 Workers' Co m ensation.-Insurance Affidavit-General Businesses address: ROAD \ City. rn ��S n1ILU state: V ziv: a•UP4'$• yhone#�l work site location(full address): ❑ I am.a sole proprietor and have no one Business Types ❑ Retail❑RestaurantBai•/Eating Establishment working in any capacity. ❑ Office❑ Sales(mcluding.Real Estate,Autos etc.) ❑I am an employer with em to ees(full& art time) ❑ Other i. . /% %/%%/%%%%%�%//�%%%%%%%/%�%%%/%%/%%%% am an employer providing workers' compensation for my employees working on this job.. comyan' `naume• �C•nniv'I��: 'Y(J ,K.c%t:�V�' -(�/ v � • • • :.: sd'dress•' *ham r'h Fyn 1 ,`�~ c� W city` A. :�i phone .I� .insuratice.co'' LL• 6.14. Lam• ohcY #:� <`��.? �.. •<� . I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: comvanv Dame• address:. �L; � - .. _ ::i: - • ci phone, tv . r. 7.•. : e :r company n eii�e•. - - - city' :phone#`c .C. iii'surence-co'�� MAMMON g 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 years'imprisonment as well as civil penalties In the foim of a STOP wORK ORDER and a fine of$100.00 a day against me. I understand that it copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi der t an n ties of perjury that the information provided above is true and correct Signs Date 1f y' Print name �-� 6� enous Phone# LSD 0)71 •�iy-�D official use only do not write in this area to be completed by city.or town official = city or town: pgrmittliceme# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office - ❑Health Department , contact person: phone#; ❑Other (leveed Sept 2003) J - 1 Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their. employees.. As quoted from the hlaw", an employee is.defined as every person m the service of another under any contract of hire, express or implied, oral or written An employer is defined as an individual,partnership, association;corporation or other legal entity, or any two or more of the foregoing engaged in ajoint enterprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual, partnership,. association or other legal entity, employing employees. However the owner of a dwelling house having'not more than three apartments and who resides therein, or the.occupant of the dwelling house of another who employspersons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer. :. MGL chapter 152 section25 also*staies thatevery state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in tlie.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with'the insurance requirements of this chapter have been presented to the-contracting . authority. _ .. ... Applicants Please fill in the workers, compensation affidavit completely,by checking the box that applies to your situation..Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be.subnutted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding'the"law"or if you.are required to obtain a-workers.' compensation policy,please.call the Department at the number listed:below. . City or Towns . Please be sure that the affidavit is complete and.printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.Please be sure to fill..in the permit/license number which will b`e used as a reference number. The.affidavits may be'.returned to the Department b' mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: . The Commonwealth Of Massachusetts Department of Industrial Accidents WIN of Itairesugatlens 600 Washington Street Boston,Ma. 02111 fax#: (617) 7274749 phone#: (617) 7274900 exL 406 Town of Barnstable OI'IHE o� B.egul atoi Services BM Thomas F.Geiler,Director . Building Division 9cb sets, a1� AlED � Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 . W".town.b arnstable.ma,us Fax: 508-790-6230 office: 508-862-4038 Property owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property I, .'to act on my behalf, hereby authorize -'fA in all matters relative to work authorized by this building permit application for; I5t .L6 (Address of Job) ature of Owner Date Print Name n.cna Tdc,n�gRpgRMISSION Jlte ` =Y- `� Board of Building aR ulations gill One Ashburton Place, m 1301 �f Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Number: CS 009486 Expires: 02/23/2006 Restricted To: 00 THOMAS B POWERS PO BOX 727 W YARMOUTH, MA 02673 Tr.no: 18850 Keep top for receipt and change of address notification. � ✓/ze t�anrmwou.�i� �✓�aa:rac�zu°ella f BOARD OF BUILDING REGULATIONS 1 License: CONSTRUCTION SUPERVISOR k Number: CS 009486 ! Expires: 02/23/2006 Tr.no: 18850 i Restricted: '00 i THOMAS B POWERS PO BOX 727 �}l !w W YARMOUTH, MA 02673 Acting Ce mis over / Whelan, Angela From: Schlegel, Frank Sent: Wednesday, March 31, 2004 2:33 PM To:. Whelan, Angela Cc: McKean, Thomas Subject: # 141 Bog road, Marstons Mills, Map/Parcel 000 000 283 Hi Angela. I guess you heard about this one! When the Fire Department inspected this new building, they said the address was out of sequence with the building across the road. The number was assigned based on the owners approximate location of the new building which he got wrong! The site plan I got from you the other day showed the building in a different location. As I was working out the details with the fire.department,,.Bob Burgmann intercepted the call (because I was out Friday), and changed.the assighed,address from # 151'to#141_I inspected the site and all seems well with the new address of# 141. Appa er ntly-someone-there got the word and changed pentntamation. I just wanted to follow up with the change in writing. Also on this site, the site plan indicated a shed was to be removed from the new lot line. It appears to be in the same place as the sit plan so I'm not sure it was moved. I informed the inspector on this and he said he would check to see if the shed was moved before he issues a CO. Call me if you have any questions. THANX I i i �OG 99.42 �p2 98.07 �pR V-103 106 x1 _r 50.0' Extend existineg 05 split roil fenc 99 x 100.31 Ix along 50 buffer line x 10 6.7 9 V-102 �0 VVO 97.98 a. 10 eta P`' x A\ \vG � • • '�� 107.55 a l / / Proposed . •! �,� . 1 i, '1 Drive/Parking �0 0� Jerry .G� Q . t 97.89 / 0 / 103.75/ / moo F \0 �1�� x 105.78 V-10� 53..2' x 104.18 ••/•. .•/ �� Proposed �p� / 0K Garage R Slab El.=105.0 ja 5' . // �� / �� pry• 106.40 � 99c55 555. / �� ties / 108.21 97.85 / � 104.39 105.21 �0 / ocA �Q r / x 1�5. �' Q� , p. 105.79 105.70 x x / 107.35' - - -- - 10:7.97 - - i MAG/SET .� x �� Goy- 06 22 10 81 x Existing 1 toQ•r 14' 10,7.72 24 x7' �PQot� / 108.81 Fish Pond x .03.85 �'o. �� Prop. Family O. �\ 107.53 Room 109.00 (Con vert Gar.) 108.33 10717 Deck 60�• SIN ,�3�4151Q�j 1"i}5.48 QloQ'o�cr t 109.2 37 ® � ��'�ti i P � o T 105.7 T 109.07 HEARING co 107.64 ^ NOV 2011 105.67 Exist. Dwg. 0 108.56 \ #141 Paved DATE / ive 0� 107.91 106.93 PLAN OF LAND G106.71 6 IN ?yp, r0 f ~y \�O O MARS 70 S' MILLS', ffA q OFq�y PREPARED FOR: ER 'o'...WARNER N \ RJP�`DN fffAL' ROLr No.38721 SCALE. 1"= 20' JUNE 22, 2011 0 Rev. 7113111 r� Rev. 812111 Scale: 1"=20' TERRY A. X-4RiVER, P. L. ,S. o` 20' 40' so' 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 Project No. 11-154 I ��1 Kd I I . GENERAL N S: . LONG RIDGE VFNi I. iH5 RAN HAS BEEN DESIGN IN ACCORDANCE WITH THE TIH . .AVDFWWOF THE MASSACHUSETTS STATE BUILDING CODE FOR {' 0`E AN611W0 FAnIY DWELLINGS.AID THE M ASSACHUSETTS ' CHELKlISf PoR COMRIM'LE fOR V/000 FRAM I _ CONSTRUCTION N A UO MPH DFOSURE B WBD ZONE. u 2 IRE FRAI�:Wa CONTRACTOR MUST REFER TO THE TARS AND e i FIGURES WTTHN 11E WFCM DO MPH W05M B GUIDE FOR YFiVI.ARDBIEG711RA1 STYLE ASPHALT ILIISTRAlIONSAND REaUWJ'ENTT5 SPECIFIED ON 7%RAN. SHINGIESOVER15tlff1TPAPER 3. THE FRAMING CONTRACTOR MUST REFER TO THE TARS AND i .. D'S RAKE W/DO SHADOW BOARD FGURE5 WMN THE WFCM 00 MPH EXPOSURE B GUIDE FOR Do RASCAL d SOFFii V ILLISTRnTDNS,ANF REQUIREMENTS SPECIFIED ON THIS RAN. WMIIE CEDAR SHINB.GFS All CONNECTIONS AND N4111NG MUST MEET THE REOUTAEMENI50F]HE GUIDE NORM TO BE N COMPLLVa OVER TYVEK WITH 4. DECOWRACTOZStE5FONK13IETONSURETHATALL ... GARNER 80AR05 .. CONNWITONS.NALNS ANDANDIOR BOLTS ARE VISIBLE TO DO FRIEZE THE INSPECTOR AT THE TIME OF FOUNDATION AND FRAMN6' INSPECTIONS. s. THE CANrW+LfoR MUST REFERENCE THE SIMPSON STRONG TIE I I I 1 C-200B CATALOGUE FORALL STRAP.HANGER AND TIE i INSTALLATION REOUREnENfSAD LIMITATIONS. I I I I 1 I I I I FOUNDATION NOTES: 1 1. CONCRETE PoR.ALL FOUNDATION WALLS AND FOOTINGS SHALL HAVE MINIMUM 3000 PSI BEARING CAPACITY r__-.___________________________________________ti Z. CONCRETE FOR ALL BASEMENT AND GNWGE SLABS SHNl HAVE r--- -'----------------------------------------------------� �i MINIM L----------------------------------------------'N USE nAWJW BOLTS SGCAPAtm r 1 I .. - �_________________________________________________________� � 3. USE YS.ANLHOR BOL65P.Y.EDAT71'O.G WITHAMN81UM EMBEDMENT OF T P1TO CONCIETE - 4. ANDDRBOLTESTOSEE RAGCUL&MEAQI FOUNDABONLORTER 5. ALL SNLL RATE$TO BECONNTSIED ISUY 3%3%V4'$OI14RE REAR ELEVATION LEFT SIDE ELEVATION PLATE WASHERS V4'_ra Y V4'-r4 ' B(TER WALLI 1 wADl EEYiEIROR W0 ALL-SN�5WVL D(60160.L.Dan . WHERE NOTED Z. DOUBLE TOP RATES ONALL FXiFI+IOR WALLS SHALL HAVE MINIMUM SPLICE OF4'AND N40 WITH(I7)16d NALS N ACCORDANCE WITH TABLE 6 N IHE WFCM flUB BOOKLET. . 3. ALL PLATE TO STUD NAMING SHALL BE 0 l6d HALLS . EACH STUD 4. BOITOn RATE TO FLOOR BO%N4IW SHALL BE(4)16d NAILS PER FOOT i CONT.RIDGE VENT 5. USE KNG55ND5 FOR OPENINGS UP TO 4'WIDE.AND I CJ7 KING STUDS FOR CARD DOOR OPENNG 017 WIDE 6. FOR SHEAR AND UPLIFT CONNECTION OF EIIEROR WALL ENFATHW.USE Bd OR EOUNBANTGUN NALS SPACED 3' T i O.CAT EDL-ESAD 17 D.C.N FEID FOR OVERHEAD FOR ALL OlHAND 6'O.CATEDL-ES MD I70.G INFEID ��IVHRE CEDAR SNINISES- �DYIPR EA WALLS ARCHITE URA STYLE ASPHALT 1. E%TERIOR WAALL SHEATHING SHALL BE VI COX PLYWOOD OVER TYVEK v SHINGLES OVER 51 FELT PAPER �\ AND INSTALLED USING FULL SHEETS RLNMN S FROM THE p8 RAKE W/D35HADOW BOARD D6 FASLl4650FRf— \ll THE SECOND P.T.SEC RAZEATR FOUNDATIONUPTO INMAL INTOMETFDDS NACCORDINCE WITH TIE MASS CHECW9 FOR COMPLIANCE AND ELIMINATES THE NEED FOR STEEL 0006 ' _J STRAP TIES AD HOLD TES: CORNER BOARDS DO FRIEZE— 1%5 DOORCAS6IG ROOF AFTER C CONSTRUCTION NOTES: I. RAFTER CONNECTION 70 TOP RATE:USE H-25 CLIPS WITH BLOCK.NG 15 WALLED AT EACH RAFTER BAY AT THE RATE TO _ I I T�I PF5L5T SIEARMD LATERAL LOADS.A11 CLIPS TO BE lz-0Wx4-0H OAaHHIFAOwoR 1 06 WORCASBJG BOARDS CORER II� I I G I-I © I I �ARDS I J� INSTALLED IN ACCORDANCE WITH MANUFACTURER I RETAINING WALL TO BE REQUIREMENTS. I I I ➢41 VAH)OW — _._.� I I L _ Z. INSTALL COLLAR TES WITHIN UPPER THRD OF ROOF HEIGHT AT CASWG W/ I DETE¢MBED IN FEWRATER SUB�81 v U::LL!B 3. 1151NIG 6d 06'0 ATEWESAD170D.INWD FRONT ELEVATION RIGHT SIDE ELEVATION 7 11 t I i 141 BOG RD— MARSTONS MILLS s RLVISIOMS, DaTE: 17-17-II SCALE: AS NOTED DRAWN: CSC DRAWING NO. • 4 PROPOSED DETACHED GARAGE A-1 SHEET TIT.E: ELEVATIONS I i �.-+-.r of�. _.. ..+r-�-�---.5 a-- �+,s-•-_---� ..., .. -. ... .. . Xf.iM.WALL . RETAWWG WALL TO - RETINING A WAIL TO _E DETERMINED IN �BE DETERMINED IN FEW FIED ---------------------------- -------------i Q 4 h t I - --- GENERAL NOTES: I FULL X 7-T FOUNDATION CONSTRUCTION DROP 1 1 WALL DROP FOUNDATION—/ �3 I. THIS PLAN WAS BEEN DESIGN IN ACCORDANCE WITH THE TDI .ADDIIGN OF THE IVSSS OUSETTS STATE BUILDING CODE FOR WINK INK ANCHOR BOLTS AT56'O.L.CANCAETEFAD.WALLS FOUNDATION I ONE AN DIWOFAM ING LYDWELLS.ANDTHEMASSAOMSETT5 I � I I _ I WITH A rIWMUM EMBEDMENT OF T INTO W'w' I CHECKLIST FOR COMPLIANCE FOR WOOD FRAME I I CONCRETE ON Td•X I(T CONT.KEYED I I CONGTRLCTGN INA BO MPH EXPOSURE B WIND ZONE - I CONCRETE FOOTING: I - O I I OAfiPPR00FWG BELOW GRADE i I s 2. IRE FRAMING CONTWLTOR MUST REFER TO THE TABLE SAND I FROST WALL FOUNDATION CONSTRUCTION: I LLISTRATION5AND REOUIREMEM5 SPECIFIED ON THS RAN. 8'THX 9'X 3- HIGH CONCRETE FND.WALLS W/56ANCH I . 1 i I - 3. THE FRAMING CONTRACTOR MUST REFER TO TIE TARSAND I EMBEDRBOLTSTINO CONCR AT 56ETE TED.ONIHAMIN'MUM 1 I 1 � I FIGURES WITHIN THE WFCM TIO MPH EXPOSURE B GUIDE FOR I KEYEDCON'f OF T INTO CONKJZETE ON I'<'X f4 CONE. I I KEYED CONCRETE TOOTING I I NJSDAlIONSANID IEDUIVEMENIS SPEGFED ON IRIS RAN. ' .ALL CONNECTIONS AND"UNG MUST FEET THE REOUIREMENT5 OF THE GUIDE IN WITH THE M•A55 BUILDING CODE OILER TO BE W COMPLIANCE I I 4. THE CONTRACTOR 6 RESPONSIBLE TO INSURE THAT-ALL • 3 I F1 i GARAGE CONNECTIONS,NARING AND ANCHOR BOLTS AM VISIBLE To b I 18 THE WSPECTOR AT THE THE OF FOUNDATION.AD FRAMING FILL GOMPAGTED. ga I § § —§ L£ I 1? 3 4'CONCRETE SLAB W/FIBER INSPECTIONS. MESH REINFORCING 5. THE 20008�AIOGLE M OR MUST�STRAP.HANGER AND TIE AG lE I - PITCH b WSTALWTIONREOUREMENTSAND(JMHATIONS. I' FULL IEGHTFOUNDATION CONSTRUCTION I + It j 8'TH X 7-10'HIGH CONCRETE FAD.WALLS I I a FOUNDATION NOTES:X ' I W5/8'AMCHOR BOLTS SPACED AT 56 OC. WITHIA MMMUM EMBEOMENTOFT INTO I I 1. CONCRETE FOR ALL FOUNDATION WALLSAND FOOTINGS SHALL HAVE ` CONCRETE ON I'4X 10'MINO KEYED - I MINIMUM 3000 PSI BEARING CAPACITY 2 CONCRETE FOR ALL B0.5DMEMAND GARAGE SLABS SHALL WINE 1 CONCRETE FOOTING: US - 1 _ - MINIMUM 4000 PSI BEARING CAPACITY I I DAMWROOFWG BELOWW GRADE I � s 3, USE SB'ANCHOR BOLTS SPACED AT7Y O.C.WITH MMNRIM I I I I I I EMBEDMENT OF T MITI CONCRETE. I I I 1 4. ANCHOR BOL75 MIST BE RILED 9'FROM EACH FOUNDATION CORNER. I FROST WAIL FOUNDAT ON CONSTRUCTION: HPuma to 8'THK X 3-7 NIGH CONCRETE FND.WALLS W/5$ IN I I ! 5 PLATE WASHERS BE CONNECTED USING 3'X 3'X V4'SOUARE �! ANCHOR 80LTSSRACED.AT56'O.L WOHAMMMUM APA FORM I 1 I EMBEDMENT OF T INTO CONCRETE ON I'd'X t-CCONT. FIRMt I 6)%Ru65Tw5 �j h VV" I < - EXTERIOR WALL CONSTRUCTION NOTES: I KEYED CONCRETE FOOTING 1rl'WALL r � ________ j � I. ALLtaTFJROR WALL STUDS 5WVLBE 2X6@16'O.C.EXCEPT ' . I L___ _____- _______ _______J I 17.OWXIT-0'H OViJDEM DOOR I - _ WOWPATDXR Vf ATDWR _ I ____— -____— �_ WHERE NOTED DROP 2. DOUBLE TOP RATES ON ALL EXTERIOR WALLS SHALL HAVE RETAINING WALL TO FOUNDATION ��=WALL TOPFOUNDATION MWBIUM SRJLE OF4'ANO HALED WITH 02)IW NALS IN BE DETERMINED W W!ALL. BE DETERMINED W LACCORDANCE WITH TABLE 61N THE WrCM 110/5BOOKLETFIELD - T. 4-9 17-6' i-S 3-3FIELD3. ALL PLATE TO STUD NAILING SWU1 BE 0)16d NAILS EACH STUD70 24'-0' - Ir-o' 91fi VT 3-5 VI 4. BOTTOM RATE TO FLOOR BOX NARIN G SHALL BE(4)16d wuw. FMI-ALL NAILS PER FOOT - '� 5. USE KINGS STUDS FOR OPENINGS UP 4'WIDE.AND �KING STUDS FOR6ARAGE DOOR OPENING G 012 WIDE 6. FOR SHEAR AND UPLIFT CONNECTION OF EXTERIOR WALL 5HEATMNG.USE 8d OR EOUNLANT GUN HAILS SPACED 3r FOUNDATION PLAN GARAGE FLOOR PLAN DOOR EDGES ADITO.C.EDGESN FIELD FOR OVEWEAD DOOR WALL•AND 6'O.CAT EDGES AND IT O.G.IN HELD - FOR ALL OTHER WALLS Ifir r-0' V4'=74 7. cJDERIOR WA115FEA1HNG SHAH BE 1/I CDJ(PLYWOOD E.une d xeadar AND INSTALLED USING FULL SHEETS RUNNING FROM THE . twene parlal GamefT+o nrnerd..an Panae) - P.T.SEC PLATENDROORBOX.INS SHE UP TO MIN.ATO FaTenedxrnder METHOD B IN ACCORDANCE WITH THE AMASSFOR CHECKLIST ( 6hgl=pvr[ol rram:(one brA a xal pane) THE SECON®FIDOR BOX.1H5 51EATHWG INS7NL4TIUN - STRAP tE5 AND HOLD DOWNS. { FOR COMPLIANCE AND ELIMINATES THE NEED FOR STEEL I MnY.ar•xn ra.w I .I'; I ATIROGE �"` 9-D iB• �I � � TYPY.4L ROOF COIJ5IRUCTION. ROOF CONSTRUCTION NOTES: I \�Faawn wP plowwhcada.xN tmA I Typ�L IP I ' DOO RlJTFAS@16'O.GW/VI I. RAFTER CONNECTION TO TOP PLATE:USE H-25 CLIPS WITH ID00 LB' P D COX SHEATHING 130 YR ARCHTTECTURAL BLOCKING G INSTALLED AT EACH RAFTER BAY AT THE RATE TO .� i'\ mr�d160 sinke•na lsac9'O.0 M. owap w,._.,-vxeGen / r/ SHINGLES OVER SL FELT PAPER I � eppas-�u Axeashinq RESIST SHEAR AND LATERAL LOADS.ALL CUPS TO BE I"LB so-.p FAr A pane epllw 4I \ INSTALLED W,ACCppDPNGE WITH MANUFACTURER M :.� Torun sbeaLdnq w nwd:r Mth Bo wmman e. (d"rQed).pvnel j I i 0 EJ ' \� REOULREMIENf5. gaWonhcd ba.naile In 3'9M paewm asehain and bl u,Ra.hAu be { ; JOST$016O.G 2. INSTALLCOLLAR TES WITHIN UPPER THIRD OF ROOF HEGHT.AT noghc .I 3-O.C.In M r—Iq(words.b kmq.andm V As) F. z�•A^A°Cc"' 17 - ----- EACH RAFTER D .drain 2,m�ncbM1c•I{-..__I5 -IL2S HIRWWIE 1 oM.u..arrw.swrhi - solm cuFSBIJ81 3. ROOF SHEI7HNG SHALL BEVI CIIX PLYWOOD MmINSTALLED I i'MIn MIN=I6'fa one sorry m-rtewres {{---�li BIDWAG. "I 1 Mln.mdi 24'far eke in the Ors:Of saP wfnming.vll;n9 i= ,1 1 IACH BAY \ RArTBr USING Bd NA15B6'O.C.AT EDGESPND 170.L.WFELD. mWr d. awryaWru:ree If 2k4MZNngb 'i'I i MIn.2%4 hnminq NI % nsrde[he 2%4bmu=v 1 i TOP OF KNEE WAIL- GARAGE RAZE I. I. daubm a(6)16ws_vm,��, L• - -� 7%6$TU05 60L WITH WHIE LEDAF J/9'min.rnlckness T 2%4 Pnsc ..iN(3)I6D slnkcro ,�., SHINGLES DVER 12'CDX PLYWOOD - aWcwrolLDn -heaumq I'- _ ,.I:, TOP OFRILL M.END.WALL SHEATHING W/TYVEK OR EOUAL Mn.4200 LB W:dvm devic(embNdW cancrew and naRL Irw rramL+g) Min.1000 LB I-_ _f4 S `�5.-e Aecuon R60Z10.6.2 Je aon,ewe FULL MONT FOUNDATION CONSTRUCTION: 'III GARAGE Y , � I I 8'THK.X 7-IQ HIGH CONCRETE FIND.WALLS .- •� � o W/5G'ANRIORBOLT55PPLEDAT56O.C. .),,..�k•1'n .'Y';4 fir? ..'i.x,r..... WITH A MINIMUM EMBEDMENT OFTIMO i ._.. CONCRETE,ON I'd X 1Q CON.KEYED CONCRETE FOOTING:BITUMINOUS -4'CONCRETE SLAB W/ I DMMRAROOFTNG BELOWGRADE. TOP OFFROSTWALL FIBER MESH ON _I TOP OF FROST WAIL ACTED FILL COMP TOP OF FOOTING FROST WALL FOUNDATION CONSTRUCTION: j �.--- AN:1,0R BOLTS SPHAMAT5566'OC.VBHA MIN 56 GROSS SECTION IA)M ' EMBEDMENT OF T INTO CONIGFTE,ON 1'4 X T-O'CAM. VS=r-O' KEYED CONCRETE FOOTING 141 BOG RD-MARSTONS MILLS - REVISIONS DATE: 12-1241 SCALE: ASNOTED I DRAWN: CSC DRAWING NO. PROPOSED DETACHED GARAGE A-2 - SHEET TITLE: FOUNDATION/FLOOR PLAN/SECTION a o , T 0 O xlsnNG ano RnFI�R-301NSUL4TIONESP /w PROPER VEN 2X8 PORCH RAFTERS @ IG7 O.C. 05TI45 n n �nEGiPl6n G �9 IMPSON H2-50 " EACH RAFTER Rr��suls (B)� ❑❑ NOM <aE,orasrGIL�64'"atlAiEiwG ® ® Tn - C� Ra5E0ABA (EXISTING AOVANTECH SUBFLOOR wAu�xnn�iu ® 6%6 W5T5 Ry wz EUIn uvnw.aoon RmR 1?FJOGTS @ 16'O.C. TvArov TOSELEva%m FH$T DBL 2%65LOL%ING 6Y.R 'L5rA 15 ROW AT MIDSPAN s°A'fr aE`O1 +� SIMPSON PB566 - ._ .,.... ... .. POST WE • NEW COVERED PORCH 6 MILPOLYVAPOR BARRIER OVER •..I=®1s oc. v s EXISTING CONCRETE SLAB II 10'BIG FOOT SONG TUBES EXISTING FRONT ELEVATION WITH ALTERATIONS i va-=ra CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA.ILY ROOM va-=Ta POSH OF R O H�yG x SI NS MEC ICIA 0. V� 4517WG HOUSE BEYOND r S10 N A L EXTEND ROOF OVER NEW PORCH t ti EXISTING GARAGE ROOF-� I of 4 1z ENs7wG r 17 2 EN 3 NEW PORCH ROOF R M O S. ,R.- A� rr „ 07 ® ® ® ® ® ® SIAERTO F �.p s is V\� ® ® ® BE RVSEO ~ IpNA� I RIGHT SIDE PORCH ELEVATION \ 1/4•=T.Q REAR PORCH ELEVATION ELEVATION 1/a'=T-O' 141 BOG RD- MARSTONS MILLS t. REVISIONS, DATE: 12.12.11 SCALE: ABNCTED I DRAWN: CSC DRAWING NO. PROPOSED ALTERATION: : ADD COVERED PORCHES TO EXISTING FAMILY ROOM A-1 SHEET TITLE: t ELEVATIONS/SECTION v 0 � o m m a f m V O T T O T 1 I — I S„ I EXISTING DECK 4 I - NEW COVERED_PO L EXISTING BSMT I a ACCESS I 2 8 1 3 ENSn\6 ENSn\G flSitL'G R45E'_�RSTPIG SLDER i nN6 mo RAFTERS R-30 UisuwnoN / ff i i wi sxe PORCH RafTERs IF O.C. EX157INC LAUNDRY EXISTING BEDROOM EXISTING MUDROOM vu n G D .� n _6X_8_nE BEAM ABOVE A TI s, REnGVE ENi11GN cPurb IHPSON H2.56 q G S S Ai MlG 4M RR EACH RAFIER EXISTING DINING EXISTING KITCHEN �ADwsswgRi�go�oRd"� i nee�nsmao.c g EXISTING I/2 BATH FAMILY ROOM :NEWCOVERE (3)No MEAGER .3W IL E E%ISibVG SiDEft 0F sRw:l B E,�1 (W\Yci? :7 stiWi� �r I NiR'G PORCH NEW FAMILY ROOM T ON I I l\.ELLAiE (eusnNG GARA6E) Siit\G 2ta 4X6 nE BEM ABOVE 3/4'TW ADVANIECH SUBFIDOR uw wrx a.,3 6%6?0515 4 1/t FJOI5r5®16'O.0 m�--uAron EAE -NEW GOVER"eD PORLHt m I I elan uvruDPooM Barn .. I I ro BE l\mH FArulr �eulnuPFIODRiGrArol ROOM OBL2r6BLOCgNG enxou ws . BUILD UPJG RTOt T - ! AT MIDSPAN EXISTING BATH SIMPSON P8566 _____________r__ I_____________ _ •. - —PoST BASE 4%E nE BEAM A.BO\�C EXISTING LIVING ROOM ---I --i--- A p 6MRPo.YVAPoRBA WIRIER OVER easTxS E45TINC CONCRETE SLAB I I 10'BIG FOOT 50N0 TUBES { 1 UP CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA.ILY ROOM va':?-aA B A EYaNYi E\Lail'S EVi1,G REtOVE EVS IKIFE\FJI MOWS WLn AND INSTALL ilCt WDWi EwsnNGsroo SN OF A44 Iro sd ROY q �9 E. u. EXISTING FIRST FLOOR PLAN WITH ALTERATIONS ME HM AL . V4'=r-a 7 h 7 7-01,z. I lit eRi,Sax R . N !R� w TFM FF••11�r � a a EVSRW B:LRW: EWT4U 2T-�ILF: EgiM5 W\'G diTG VfLME\ (- z �:Z LA EN5�n'G&gWS Ea•nuG a,rR ENiiWG FAVE _____ ___ L E:l��__. i 141 BOG RD- MARSTONS MILLS REVISIONS DATE: 1242-11 SCALE: ASNOTED -..DRAWN: CSC DRAWING NO. F EXISTING SECOND FLOOR PLAN - EXISTING FlRST FLOOR P1�N ADD GOVERPORC ES ALTERATION: ATII TO E ON: ROOM // vd•_w vs•_ra EO I A2- SHEET TITLE: FLOOR PLAN/SECTION IMPORTANT n . .. .. ANY CONSTRUCTION THAT INCREASES LIVING SPACE m BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE o INSTALLATION OF ADDITIONAL SMOKE DETECTORS. 0 T NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. EXISTING DECK i n E%ISTING BSMT I. . TEMR7R1Y L.NONG PENUN6 RDA FOR NEW PORCH 8 I I 3 EN w ENShVi FJRsiN'G ❑❑ RALSE F)35TING GLOE I I 2X6 COLLAR ITSI I 16'O.C. I I R•381NSUwTION W/PROPER VENT TINS D(10 RAFTERS EXISTING BEDROOM 19 S G u D EXISTING MUDROOM q 4X8 TIE BEAM ABOVE A EXISTING DINING EXISTING KITCHEN �B.UPNOOR To M+Ta ________ REPV'E M5TWN CHIING EMSTPIG FIRST ROW I I mrTGAT PISTALL AYb FCR r _ TEBEY @5 O.C. "a E%ISTING 1/2 BATH FAMILY ROOM EN511NG 846E EIB5 SLD9t IlOM'FRIEOFRGM F�16TW66AtKq $ .4XenEBEAMABOVE EXISTIING MUDROOM ` FAMILY ROOM WALLLLSS wml1213 EXISTING RGL-55 R " Icar�xlEOFxa,EpsTcr66,wsg wsuwnoN EXIST WG _______________________ I 314'TEG ADVANTELH SU6HD0R I I I I B=UP MBWOOM FLOW VS 4JOLSTS 010 O.C. -�BUBD UP FLOW To MATAI TO BE LEVEL WITH FAMY 191N$UwnON O - E%LSTNG FIRST ROW BL 2X6 BLOCKING PDOM AT MOSPAN - EXISTING BATH ...... 4X8 Ti BEAM ABOVE — _ ..EXISTING LIVING ROOM p - --------- ------------- A III MIL POLYVAPOR BARRIER WSTIN — I I BnNG CONCRETE SLAB b UP ./ CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA.ILY ROOM A 8 A V4'=T-0' ENiiW6 ERiiW6 RFOVEWS OFVFFIffM ANG NTA TIME WMS 1I 3 i Z - p EXLSTLYG 5T00 G ?Z EXISTING FIRST FLO.7R PLAN WITH ALTERATIONS Vr-T-O' DERSEN WINDOW SCHEOULE NDOW m UNIT TYPE- ROUGH OPENING REMARKS A TW2442 OBL HUNG 7-61/8-X4'-47/8'. B DHP3442 PMRE UNIT 3-6 V8•X 4'-47/8' e' 1 PS81611 SLIDER 6-0 Y4•X 6-10 7/8' NOTE ADD(2)VELUX M004 SKYLIGHTS TO EXISTING 2NO Rs nxG GBa FLOOR BEDROOM emss. E 7lio F]RBiN6B�tOGR+. FA5TIN5 LMNG EL5ING RTOf.N 94iTN6 B2ROGM NG OGENLLfT ' D PT MINI SAVE oR51RlG HAM x FCY DUSTING FAVE ,t El 141 BOG RD- MARSTONS MILLS REVISIONS DATE: 416A1 SCALE: ASNOTED I DRAWN: CSC DRAWING NO. .. EXISTING SECOND FLOOR PLAN E%ISTING FIRST FLOOR RAN PROPOSED ALTERATION' Vb'=7d - Vb'=fd CONVERT EXISTING GARAGE TO FAMILY ROOM A-1 SHEET TITLE: /"� i, l�. ... ,. .�.ga .t ..,Y,..°• .... \. . >. � ..+lie'.? .. `'C. dt NN �,;�C; i 3_ - _ n 1.m �f VIM s+ 1. r a^` g� s- ♦ n .r!` '?°•:F:. LiM;; -�r'`'F;=::' ,.'Yi ,: ''.:.a• -.P,.:.....cy d... .V.kyy r: - ti$: .a� Lc a. < 1, •`Ga---u r.tm t1 c tom.•,: -4: Z e.^ •:'Y : S\•;:': ( •. ^ •t, �.i2;�' 'wti4•`--..'.: S. 'ram• :tr.' ,�d.. r 'asn2n... , .1!'tyt Y f. �Fn a �•t. n:�•�. S• b.' :t' +3 +V 1• 'r — rC r.. h 4. Y-' 1- vl•. _ � ,V .r. - r.•• 4,..:.�,yti'"%;�:;n�'�"a':�q:51"�t'w.a _ �''. '4` .. I '':i�' "'ti:.�.v:iS^:.'«, •y�:fiy.� v:CI'v�igt .T� _i S•'>l. •5 •Iv 1• , a • - TT..Fi.�A6,A''si"5 T Tv tie . .. F. , : I L I fi ;�>; �) I �� j -. V - � � 1 � ( -- -- •r 1'X a Ut � �. ram".-�`�,, i ��! _ ...___- ..-.;Lt ..s. '� 1 t I }� •� j — __ -E.. -sue_ 41 I ,,• • V:I �-�j, � •v..._ :-1��•,_- tom''—a.�, ' r E ., . y .; ._._....... ... j —' "ixI4 U •l +.k• i x 1' - UD :4 _� 11•D"_!r t.� t . �c fr it q i .l •craw„sam4• .... .•wYls➢3RtlS��' .G:..._..•.: ... .. .. ... •• - , � 0 = iz� 1 �N I -1 1 �- y s' Al it ' r , 8 �1YTF.kv R IAGATION MAP A50 i . PROP05ED DULPINO so / LOT II /\\ 'z I LFLAW AREA: 59,'>SP.t ,, 208 AG. / \ C?' PROP TOTAL AREA 'WZN11 Srf 69 AA( / 1 j5u/lD `QED slwE rAcraz-qa / 1 �Ac-R/curu usF / 9•i aar EASEMENT LINE 1 ! PLAN VIEW SCALE: I" = Sd i SITE PLAN OF LAND LOGA M: LOT II-W10 RD,•MARSTONS MILS.MA reErvED rcx TOM POWERS PLAN VIEW 5�: DRAWN CY: ..N Oi A4s 'I SCALE: 1' - _ c 5 NOT' TMW = 2d E. W. .n: J�H Idf•R+f�: DATE: 0Gr01-2004 51£E7: 3671 01-148 REv1#p. SP-I <` WELL.ER & ASSOGIATF_S 6-1-0{ 1645 FAI-MOUrh RP-SUITE AG OENfERVPJF.,MA 074% II RFU'TERED UJw SLRVEYOR DATE TEL: (508)775-O7°i5 FAX:(505)775-0754 I LAIC „ 4.SU' rr, (U >A!P-S 0 7:4? 7 CAMCRUN W. WARWICK _ Lo LOCUSri v/ / - ` a KENNCI'H P. KEVURKIAN I� �• b / HIV`-._ ^. r ND. N / 3 LOCATION MAP FOR REGISTRY USE UL.I`✓IA MILLER ! ; / ASSESSORS MAP 43 PARCELS I6-1 4 16-3 J � {/ 1J Of ti ZOMNG DISTRICT- RF b, r e2 M9~AMA, B7320 S.F. �� . Ml011M rROMTAGE, 150' FHD. �' 1' Mn~SETBACKS, S 33583E r1mT, 30, fND. Sm, 15' //+ CfMLNDVATIR PROTECTION OVERLAY DISTRICT, GP 51.53' RECORD OW/ERS, / �.� / _ �SHAPE AREA CHANNEL POINT L REALTY,INC. _ i 4 N72'23'45'w 240 FIVE CORNERS RD. / \� _I�� CIENTERVD_LE,MA 02632 ) / DEED BOOK 17013 PAGE 227 LAURETTE SMITH z 1 23 DOG ROAD MARSTCM MILLS,MA —� : , a i L O T 11 OQ DEED NOOK 10167 PAGE 205 Q Q 1* UPLAND AREA: 90573 S.F.* 2.08 AC. 4 WETLAND AREA: Z11768 S.F.± - H.BIa AC. tiS Q / TOTAL AREA: 3017Y/ S.F.± - G.9y Ai.. ' SHAPE FACTOR = 19.4 � / 1 i .per t I / o 11.02 S7B'5:'14'WAl / •, \ \ SHAPE AREA 03 s�; \ L 0 T 10 f e \ 1O1AL AREA: 86395 S.F.± - 2.03 AC. �62�096 T BARNSTABLE PLANNING BOARD, :;.,� SHAPE FACTOR = 13.3 APPROVAL NOT REQUIRED UNDER 36, SUBDIVISION CONTROL LAW "\,9e3, l DATE, SETH R. HAMBLIN 3.01' g � S3o'13'15'E \ m \ rl n I• �Q _ r N i \ n oo n r N N °� •t h�°I 1. a j \ 19.00, 111.01• ? 42.95' N60'30'23'W 103 g312•V 179.39' v S27 18'45'E \ S88'38'22'W O - - - - - - - - - \ LET 9 p� UPLAND AREA: 91793 S.F.± - 2.11 AC'.. o �n WETLAND AREA: /ss'1y/ S.F.± - 3.T7 AC. �L HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED PLAN OF LAND — — \ TOTAL AREA: 2r✓tByS.F.± - sr"AC. IN ACCORDANCE WITH THE RULES AND REGULATIONS OF SHAPE FACTOR = 21.2 1 LOCATION. BOG ROAD MARSI ONS MILLS CBARNSI ABLE).NA THE REGISTRY Of DEEDS OF THE COMMONWEALTH OF C.B. MASSACHUSETT$. PREPARED FOR: CHANNEL POINT REALTY, INC. — -- rNO. SCALD DRAVN BY, ENSIGN REALTY TRUST i'' S73 9000• \ 1, = 50• ® TMW 54'31 r o� O JOB NU(BER- DATDrev. SHEET. �. �'• ' 05'�� Nlw{.r1,Ce•� ANR-1 NO DETERMDTNCL?N AS TO COMPLIANCE WITH THE ah�o 02-148 JULY 1. 2003 MA ZOWAG ORNNAE,REDUIRENENTS HAS BEEN DONALD & NEIL BLAIR b MADE OR INTENDED BY THE ABOVE ENDORSEMENT - - _ . . _ O_3 W E L UT E R SU ASSOCIATES ..._,. � — — 1645 rALMOUTH RD - SUITE 4C CENTCRVILLC.MA 02632 REGIS SURVEYOR DATE TEL, (508) 775-0735 - FAX (508) 775-0754 Ll r OFFICE: tle T NORTON MA I � 5 JOB N0. 122-1ti81 MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4$ �-e 2 �COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 � POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE 111, OXIDE TYPE, AS LISTED IN FEDERAL, SPECIFICATION TT-W-571J. THE TREATED POR110N OF THE COLUMN EMBEDDED IN GROUND- SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. m FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND J f oN1 READY--MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE r S MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT B" INTERVALS. SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER, SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER �! MATCHED, PRESSURE TREATED TO NET RETENTION OF •6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER I I cf) m ARSENATE TYPE III, OXIDE TYPE,'IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION Of Ctf C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. g J FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. m O WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR I Q p W'BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. () zor _ ' In ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS cr REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED Q 0 UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH z d CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. AlmuNk SIDING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 'GALVALUME. WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH WITH LICENSE Construction Super. low- A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. Effective Date Lic.# 11-30.91 044694 ROOFING PANELSfFLUOROFLEX 2000'(TM))2000'(TM)) -0.019" MIN., AZ55 GALVALUME WITH AN Brunson,(xeo$eyF. ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT 1 Moquin Drive F Middleboro,MA 02346 WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. TRIM -DIE-FORMED TRIM OF 0.019" MIN., C90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS TYPICAL LUMBER SPECIFICATIONS - 1997 NDS SIZE DESCRIPTION BENDING VALUE Fb ROOFING OR SIDING PANELS. 2"x4' NO.1&2 SPF 1313 PSI 2'x4 2100f MSR SPF 2100 PSI GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 500D 2 x6 NO.1&2 SPF 1138 PSI 2 x6 NO. I SYP 1650 PSI FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. BUILDING DESIGN CRITERIA 2 x8 NO. 1 SYP 1500 PSI USE 2UP U x10' NO. 1 SYP 1300 PSI ADDITIONAL NOTES CONSTRUUCTION TYPE 5B 2 x12 No. 1 SYP 1250 PSI LIVE ROOF LOAD DESIGN 25 PSF ALL 1950f MSR SYP 1950 PSI DRAWN BY: TR 865 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART WIND LOAD 90 MPH EXP. C 1 1 2 x16 LAMINATED VENEER LUMBER 2800 PSI 3 1 2 x15 GLU-LAM 1650 PSI DATE: 1/26/04 FLOOR AREA 2520 SO FT 5 14 z16 1 2' GLU-LAM 2400 PSI CHECKED BY: AC OF THESE DRAWINGS. xl9 1 2' GLU-LAM 2400 PSI 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. DATE: 1/29/04 REVISED DATE: BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR REVISED DATE: ASTM E84 FOR ORDINARY.CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. THIS BUILDING WA ED BY ME OR UNDER MY REVISED DATE: DIRECT SUPER NNRF3c T I AM A DULY LICENSED/ 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES REGISTERED P IONA�]NEER, REVISED DATE: �O MICHAEL L.. AS REQUIRED FOR WALL AND CEILING FINISHES. ' MCCORiJI�� 7, CIVIL Y� AEL L. McCORMICK, P.E. ' 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC ' NO.41121 A SHEET INDEX NSE (/ 4,121 JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. F=a, � aroNA P. DATE: 6-30-04 e � SHEET DESCRIPTION 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH' AMER(CA, HYLAR 1 OF 5 SPECIFICATIONS & SHEET INDEX I HEREBY CERTIFY THAT THE ARCHITECTURAL DESI 5000 IS A TRADEMARK OF AUSIMONT, USA. '/ ,r"".' 2 OF 5 COLUMN PLAN THIS BUILDING WAS PREPARED BY ME OR UNDE pqR DIRECT SUPERVISION AND THAT I A A DULY Cy 3 OF 5 ELEVATIONS ARCHITECT. � 'NOS F� CS2x4FK 10-00 4 OF 5 SECTIONS & DETAIL r 5 OF 51 TRUSS DRAWING & DETAILS WAYNE IN. N V R T DATE: LICENSE (/ 8976 SCALE:AS NOTED°ti'^F�>t��r to`a3'P EXP. DATE: 8-31-0 " ::":;.;::u�"' SHEET NO. 1 OFFICE :NORTON MA JOB NO. r 122-1681 i ^ i ; 7'-41/2' T-6' T-6' 7'-6' 7'-6' 7'-6' T-6`: 7'-41/2' V-0" VENTED SIDEWALL OVERHANGS - N 2'-0" NON-VENTED ENDWALL OVERHANGS — 18"m 18"m 18"m 18"m 18"m 18"m .18"0 18"m 18"m oI s 36'-7 1/2' 18"m 18 36'-7 I/2' O B B 4 I 4 O i BI B I w N o 25'-1 1/2' 18°0 r u� . I 18"o I 25'-1 1/2' J 20'-10 1/2' — —�- 18"m 18„m _ 20'-10 1/2" Li( O z b � o ' i o18 m13-10 1/2` a IS-10 1/2' z oan18"m mQ 18'm6-10 1/2' — I (n � 4 o co _ i 18"m 18"v 18"0 18"0 18"m 18"m 18"0 "1$"m 18"m - - 7 - T - T - 1- 4 T - T _ 9 i I - 7-4 i/2' 7-6' 7-6' 7-6' 7"-6' 7'-6' I T-6' T-4 1/1' § 0 0 a, COLUMN PLAN LEGEND 7 N N n o - 3-2"x6" LAMINATED COLUMN LOCATION Lr) - 3068 PLAIN, FLAT SLAB 9100 WALKDOOR W/LOCKSET & DEADBOLT COLUMN PLAN m- 4030 9-LITE VINYL SLIDING HAYFIELD WINDOW 1 - (2) 12'x14' SINGLE SLIDING WOOD END DOORS 42' S.C. TRUSSES ® 7'-6" O.C. TYPICAL DRAWN BY: TR 885 2' ' 8' z�- CONTINUOUS 2'x4" LOWER CHORD TRUSS DATE: 1/26/04 SCALE: TIES AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'-0" O.C. TYPICAL CHECKED BY: 1 4 16 0- 7/16" OSB SHEARWALL (SEE PAGE 5 OF 5 FOR DETAILS) DATE: - (8) 3065 SKYLIGHTS W/VAPOR RETARDER REVISED DATE: 1/2" HEAVY DUTY THERMAX (ROOF ONLY) REVISED DATE: 18"m- 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX REVISED DATE: ROUGH OPENING SCHEDULE CONCRETE AROUND COLUMNS WHEN REVISED DATE: UNIT SYMBOL SETTING. FROM LEGEND WIDTH HEIGHT LO 37 3 4" 80 3 4" 0 52 1 4" 33 5 8" •�r`z�of y�c. ,tEPED q9c g "r, r 6\Ar�W yU $LT.CENSE = MICHAEL L. Construction Super. lac•# o MCCORAAICK ;6 �NO.8976 R 964 u CIVIL H ` OW rc Effective Date 044 auA�ols t 11.3a91 NO.41 t 3 Brunson (ieofrey R s� 1 Moquin Drive0..3QGMA �`cna"[ SCALE:AS NOTED SHEET NO. L2 OF 5 • NORTON MA • o • JOB N0. • 122-t681 VENT-A-RIDGE 1, 2 T#16 GABLE TRIM 4IT- 5" O.G. GUTTERS Lim HI-RIB STEEL i HI-RIB STEEL c Tg21 CORNER TRIM T#21 CORNER TRIM ® ' W Ty167 TRANSITION TRIM ' m vi i HI-RIB STEEL WAINSCOT T#167 TRANSITION TRIM 0 HI-RIB STEEL WAINSCOT Z _ T#21 CORNER TRIM T#21 CORNER TRIM < ¢ Ti/167 BASE TRIM T/J167 BASE TRIM z NORTH ELEVATION WEST ELEVATION U � x LL. o Q no co VENT-A-RIDGE 12 T/(16 GABLE TRIM ' 4 , 5" O.G. GUTTERS HI-RIB STEEL HI-RIB STEEL Ty21 CORNER TRIM T#21 CORNER TRIM DRAWN BY: TR 885 T#167 TRANSITION TRIM Ty167 TRANSITION TRIM DATE: 1/26/04 HI-RIB STEEL WAINSCOT h HI-RIB STEEL WAINSCOT 7#21 CORNER TRIM T#21 CORNER TRIM CHECKED BY: - Ty167 BASE TRIM T#167 BASE TRIM DATE: REVISED DATE: SOUTH ELEVATION EAST ELEVATION REVISED DATE: REVISED DATE:Lj REVISED DATE: LICENSE ,o ConstsucYion Super. Lic. tE D AR j EfEecave Date 044694q� I I.3D-91 Qv Br'nM�n DdweF i1 g No.89 PEORIA Middleboro MA 02346 rwNols 2 8 SCALE: I I 1• 4• 16, SCALE:AS NOTED SHEET NO. j3 OF 5 OFFICE: T NOR10N MA JOB NO. I •t 177-1681 i FF2000 HI-RIB STEEL I 1/2" HEAVY DULY THERMAX- 2"x4" PURLINS @ 24" O.C. (NO. 2 SPF) 42.END TRUSS- PURLIN BEV. PURLIN j WIRE MESH — 40 a T 178-- KYNAR HI-RIB STEEL -2"x6" UPRIGHT N 2"x6" BEV. FASCIA c • 5" O.G. GUTTERS ` T#144.& 146 FASCIA TRIM 42' S.C. TRUSS 2%10" TRACK GIRT SOFFIT HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & 2%6" OVERHANG NAILER (8) 20d R.S. NAILS T#71 TRACK COVER 51M- TRACK TRACK 3"x4".TRACK BOARD HI-RIB STEEL (KYNAR) 1 1 2'x2'/ BLOCK & T#74 14'-0" T#23 JAMB TRIM TO GRADE W a 3-2%6' LAMINATED COLUMN 3-2°x6° JAMB COLUMN 2"x3" JAMB BEYOND - (3) ROWS 2%4" NAILERS a 2100f MSR SPF Ld M ' m 0 Z 1 1/2"xl 1/2" VERTICAL BLOCKING z OF 14'-0" AT coluMN LOCATION SLIDING DOOR HEADER SECTION B—B Q 0 GRADE TO HEEL Ln SCALE: 1 = 1'-0" (, o T#157 TRANSITION TRIM 2%6",NOTCHED NAILER g ., HI-RIB STEEL WAINSCOT (KYNAR) Q m 7/16" OSB PROTECTIVE LINER z O T#167 BASE TRIM 5/ 11 (1) ROW 2%8" TREATED SPLASHBOARD II 4" CONCRETE FLOOR* FINISH GRADE _-4" MINIMUM COMPACTED GRANULAR BASE* 1+ _ CONCRETE FLOOR NOTES, ' 1.)3500 PSI.5 1/2 BAG MIX CONCRETE. 2.)REINFORCING: 06-10,10 WN'M. 2"x4' PURLIN 3. SLOPE GRADE AWAY FROM BUILDING®1-PER 4'-0' r00T FOR A MINIMUM DISTANCE OF 10'PLUS pp OVERHANG WIDTH. p 4.)WHEN A VAPOR RETARDER IS PROVIDED.PLACE A 6 MIL POLYETHYLENE VAPOR RETARDER A MINIMUM ;p Q .. OF 4-BELOW THE BOTTOM OF THE CONCRETE FLOOR. )' 46M BASE ANCHORS 8" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READ]-MIX CONCRETE AROUND COLUMNS WHEN SETTING. 60d R.S. NAIL 18"m U 20 go. GALV. PURLIN CONNECTOR TRUSS p SIDEWALL SECTION A—A DRAWN BY: TR 885 90 M.P.H. WIND LOAD \ DATE: 1/26/04 SCALE: 1/2"= 1'-O" `. CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: (1) #gxl" TRU-GRIP SCREW ON REVISED DATE: PEAK SIDE AND (2) ON EAVE NOTE: SIDE OF PURLIN IN HOLES SHOWN ♦ IDENTIFIES ITEMS THAT ARE NOT (JOINT MUST BE TIGHT BEFORE PROVIDED BY MORTON BUILDINGS, INC. FASTENING CLIPS) OR MORTON BUILDINGS' SUBCONTRACTORS c. " AND ARE THE OWNERS RESPONSIBILITY. - 2„x4" �/�%��^.HOveiS BUTTED PURLIN DETAIL . �� I+' 41CHAELL. o/lviCCOR11hICK IVIL NC.41121 w Construction Super. Lic.# _ •'�""'��"�'`� Effective Date -�iy 'aaAL ' 044694 11.30.91 Brunson,Geofrey F. T Moquin Drive Middleboro,MA 02346 SCALE:AS NOTED SHEET N0. 4 of 5 _ z OFFICE: NORTON MA r JOB NO, 122-1681 1Ox15 PL. 820-1/4" r TRUSS SPACING 1'-6" O.C. LIVE LOAD 25 PSF DEAD LOAD 4 PSF ' CEILING LOAD - PSF , ' 73's TOTAL LOAD 29 PSFilx15 PL. A �o WEB #1 TC. k? 8 3 I 12 2%4" WEB STIFFENER t' 4 WEB #2 3x5 PL t6x9 PL. 1B GA. TRUSS DESIGN SPECIFICATION: WEB N3 Truss has been designed by computer using the Purdue 13x8 PL. 18 GA. Plane Structure Analyzer IAW current standards and WEB #4 specifications of recognized engineering principles. 16x10 PL. ° Trusses ore manufactured by Morton Buildings, Inc. 18 GA. 11x11 PL. LUMBER SPECIFICATION (1997 NOS for Wood Construction): 9x9 PL. H.B. ...... —7T- ..°.....° 9, .. .... $ 2 x4 15-1/2" VJ . ............ . Lower Chord -- 19.50f - 1.5E MSR Southern Pine ....... — LOWER CH ° 2"x6" c I Top Chord -- 1950f - 1.5E MSR Southern Pine Top Chord --- No. 1 K.D. - 19 Southern PineCP Web Members -- No. 1 K.D. - 19 Southern Pine L J m TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): CAMBER AT 60-1/4" 12'2-13/16" m _ ASTM A-653, Grade A 20 Go. and 18 Go. where noted, CENTERLINE 1-1/4" _ W galvanized steel Morton truss plates identified by a Q O hexagon stomped every 1-1/4" along the center of the plate. o U RAFTER LENGTH 22'0-1/16" m Webs are 2x4's 42 LL S.C. TRUSS LL x SCALE: I/2'= 1'-O" m z O a LOWER CHORD OF Cn 7/16" OSB END TRUSS STD. 2%4" BUILDING ------------------I. ( low- NAILERS ,---------------- .I-•----•----'----'-__-'-I. 2%6' VERTICAL BLOCKS AT 2"x6" BLOCK BETWEEN NAILERS I I COLUMN BETWEEN NAILERS NAILED TO COLUMN W/ 20d GUN NAILS. CP •I------------------I• 1 - NAILED 4" O.C. I------------------.—I. Milo PERIMETER OF OSB SHEETS •I I. NAILED W/ 1-3/4" SHINGLE 0 ------------------1 GUN NAILS SPACED 4" O.C. .I----......_—___—•—•—•---1. •1 I• �� EXTRA NAILERS ADDED I I• OSB NAILED TO INTERMEDIATE LAMINATED COLUMN BETWEEN STD. NAILERS I----------------- SUPPORTS W/ 1-3/4" SHINGLE GUN (MAX. SPACE TO BE 24") I-'--------'-==-'-==--I NAILS SPACED 6" O.C. •I I, 'I I' ------------------I LAMINATED COLUMN .I------------------1. DRAWN BY: TR 885' 1. I I• / �N DATE: 1/26/04 I I' CHECKED BY: _-----_____-•-•__-- 7/16" OSB DATE: I I ( 2"x4" NAILERS / REVISED DATE: --� LAMINATED COLUMN REVISED DATE: _______ REVISED DATE: :i is OSB SHEARWALL SECTION k,REVISED DATE: I' 5/4%6" NAILER (IF PROTECTIVE LINER IS INCLUDED) I------------------I 2"x8" TRTD. BASEBOARD MICHAEL L °(o MCCORMICK ?.T(7NSE 3�u CIVIL . - Construc)ii:n Super. Uc.>Z 51 NO.41121 . Effective Date pg4G94 11-30-91 Brunson GeofreY F - n 1 M.oauin Drive OSB SHEARWALL ELEVATION SCALE:AS NOTED ' SCALE: 1/2'= 1'-D" SHEET N0. 5 OF 5 . - ., ...�.,�•".,,•...��,,..®._Ate-.,.�.Y�r.. _•-�--�. :" . SMo `<� . r • Cl V'I f1 '1�1tE` .a. I I , I EXISTING DECK Barn C/ — EXISTING 85MT i NEW CaVEQED PORCH 4 ArT c Appro%/E;' �,G - I - - USE DQSTOS,uY.% Pern,:, ... I I (� !�a.s+ory=_.oi Nussi.wa u,.af.ut�J�la s/� �rmo RAMPS n N W MPS VENr W P,FLH RARERS a 16 C.C. W 12 1 14 0N� EACH ZT NEW cmRED uecar,isr•Is (.')DBC HEADER swsva� l a NEW FAMILY ROOM aware (EXISTING GARAGE) pp;1N0,iu L 1 - _ C ` - Y • ( I__ A 4 °e°°v 6X6?0555 J a 3/4•TQG ADVANiECi15U9ROCR ww ufx fto elan uv::WuOGr:R.Coa VT FJCLSSS Is,C.C. w ;n {�-Vf r (vIl - __ - - •A • `! 70 E IEw WITH rAre� '-CXING - m•,au M aW, _sosr •`/.� — '�l `_r - - ,:[: a - 1. 5l 5 ON7SON PBS66 w L _ .�i ��` {1xV - � A _ ;:'II' 6'LL PO!Tv.APoR84zRlER L�'ER - �e vr.,asis_;` ��• MTING CONCRETE SLA: I. 1D ew Poor scuo r eEs 1.69 CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA ILY ROOM eb-ns '. EXISTIPG 5T0G7 �� I ' ZN OF MASS ROY R MM I ME H AL it OF MAGI a3NNb3S EC A;m o� c w NSiNa Ea c __- _- ' I!--:I -- I`•I -- ail I�x�l I�al1 Eusnw:l•,e I I �i" 141 BOG RE)- MARSTONS MILLS ��=•CAL` a: I cg., r. DRAW+� SHEEP TITLE, FLOOR?LAN/S°CTION � I ?- . DE51 CAN DATA FROf= I Ll___ NOT TO �GAL� DATE:FEf5RUARY6,2003 P-a�r3 TEST 13Y:DARREN MEYER,R5,65E / W EL.= 57.0 :FIRST PIPE LENGTH - _ DAILY FLOW: (3)13EDROOMS x 10 GPD=330 GPD W IFNESS:5AM Wr1fFE,I3ARN.1IEALTr1 / TOP FO,�JDATIG?J COVERS TO WITHIN TO 6E SET LEVEL SEPTG TANK:330 6PD x200%-660 GPD PERC RATE:<2 MI N./IN. < G Of= FINISHE-P GRADE. FOR MIN. 2 —_ EL_ 56'2t - USE:600 GALLON PRE( SEPTA TAM FINISH GRADE LEACHING FA61LIFY: 528 d' SL0 EL= 5A 5± O 52.3 A = em AMY SAW 6„ a = �I"�r USE: 15 (,�TEG FIELD DRAIN PANELS lo��/I � e 50.2 `--///��„ PVG /� �� CAPACITY: � = LOAMY sari � = LOAMY ors LOCUS O , - --71 ////, //,�� SIDEWALL: TOP c� �. 5�.0 5 SGH 14O -- J PVG �}" PVG f5OTTOM: Zd x U' x 0.7�I = 355.2 GPD 51.3 18„ A9.A `IFIELPPRAIN z U'� 05� zd x LEX.riFiELD PANELS 355.2 GPD a4 �•/ �� ',: 53.55 TOTAL: , 5A 00 BOTTOM @ EL. 53.30 54:51 _ f G = COARSE r,A 13ArFLE 53.90 z rb/b ;-.rT TEE G - COARSE 2.5Y6/k _ -- DIST. f5OX 53� LOGAT I ON MAP < < „117� Z <:.� 1� -.�,-<�-� 5' SEPARATION I _ ` '�AI�ON Ir TANr\ OENE SAL NOT Es 4 h I� WATFR.. .. . (0 STONE SASE MAXIMUM GROUNDWATER 0 EL. -4,5: AI3 .._ WATER._._ 138" AID -- - l CONTRA(TOR TO 15E RESPONSIf5LE FOR THE LOGATON OF/ALL UTLIFIES, NOTE: ABOVE AND UNDERGROUND,PR OR TO ANY EXCAVATION OR CONSTRUCT ON. BASED UPON T hE USC�S FORMULA,THE VAX.' ERVI�USMATERI4L FORA 5'RADIUS AROUIND GROUNDWATER ROE � 7.0' TO ELEV.A5.3 ' REMOVE ANY IMP SEPT'G SYSTEM TO�E INSTALLED IN C NC r1310 OMPLIAE WIF GMR 6lJO:TITLE V I THE SO I L AI350RPT INN SYSTEM AND.REPLACE W(FH CLEANI SAND. 3. THO PLAN r5 NOT TO DE USED FOR PROPERTY LINE DETERMINATION I' A. ALL D15TUR6ED AREAS TO 15E LOAMED AND SEEDED - CONTRACTOR TO PROVDE 48 HOUR NOTGE FOR ANY REqIJJIRED INSPEGTf7N`3 01 14(0 l f f QP� A 501 I N 3 5v Gb. EpoE 10, PROPOSED WELLI 53.3LOT A h / �%�i--AND fF.�J1: 90573 Sf=.f 2.08 A(. WETLAND l ZEA: 211765 5F.f ASH AG. TOTAL Al--;fA: 3023Ai SF.f 6.9A A/. '� Aa wi 52.J / 3HAPE FACTOR FIELD resr nn_e / l PROPOSED I XrTINC� WELL _ EXSTINO St1f=D / \ TO!)E REMOVED x X 7rROPOSEP / / EY,5TIN3 EXSTI�Y?Sf1ED FIELD 'I / WELL TO I)E REMOVED 17 PL A� OF LAN I, FLAN JI /� 1\ I \ /(� LOCATION: LOT II WO RD., MAR67ONS MILLS, I'll' I l—/-1I V V Y Y ---- - aRATh -- .EPA, . -� of — —- DRAWN DY: FGR� L I C FLAN V I E Y Y TEVEN W. = ".� DANIEL E. ctiG� AS NOTE ---_ --- - +. ---- o UMBA J BRAMAN tip. CIVIL N .JOa NJADE?: DATE: 09-03--03 St1EET: No. 32686 4 REVISED: /0-8- 03 �FE SF ss � l9No SURO L, o� s T sNAIL E J✓O IAT I 1�ELL�.R & A G R- I(A5 FALMOUTH RD - SUITE AG GENTERVILLE, MA 3 TEL.: 508 775-0735 N FAX: 508 775-0 75,I REGISTERED LAND SURVEYOR DATE REGI5TER-P ENGINEER DATE ( ) � ) = FARMERSVILLE RD- RAGE LANE LC\ FROff !—� ILL - NOT TO SCALE DES I CAN DATA TEST HOLE LOCH EL.= 57.0 FIRST PIPE LENGTH DATE:FE[3RUARY G,2003 P-1O24P COVERS TO WITHIN DAI LY FLOW: (3)f5EDROOM5 x I r OPP=330 Opp TEST t5Y:DARREN MEYER,RS,CSE ¢ TOP FOUNDATION TO �E SET LEVEL EL.-_ 562f 6 OF FINISHED GRADE. FOR MIN- 2' WITNESS:SAM Wf1fl-E,BARN.HEALTH DEPT. SEPT L TANK:330 GPD x200%=6G0 GPD USE:POO GALLON PRECAST SEPTr,TANK PERG RATE:<2 MI N./I N. ul�� FINISH GRADE LEACHINGFACILFY: d" d' EL.= 54-5f USE: (15) GULTEC 528 FIELD DRAIN PANELS 510A = LOAMY 5AM 41 PVC//�/\� �\ �� A = LW 1 SAND „ CAPACITY: 52.3 501 SGH 40 4„ PVC %\ %4" TOP @ EL- 54.0 SIDEWALL: IVER RD• z Id' PVC, !3 = LOAMY SAW = LOAMY SAW IS" SGH 40 p5>ctLr�cPI�LDVRAINPANELS� BOTTOM: 2d x 2A' x 0.74 = 3> 5l GPD �5�$ arR51a I 5355 io XzaLFp- H 1&! 513 18„ 494 19" 54-00 _ TOTAL: 3552 GPD IF - 1 NSTALL 6A5 BAFFLE BOTTOM @ EL_ 53 3p 5q 25 1 N OUTLET TEE 53•90 LOCATION MAP N DIST- S O OX 53 3 = COARSEND SA O = 60AR6 ND E SA SEPARATION2.5Y6 6 2.5Y6 6 t` I500 GALLON 5' SEPTIC, TANK (" STONE SASE MAXIMUM GROUNDWATER @ EL. 48.3 GENERAL NOT f 41.3 ---WATER—.. III„ L CONTRACTOR TO M RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, --- WATER____ 138"" 41.0 12d NOTE: ABOVE AND UNDERGROUND,PRIOR TO ANY EXCAVATION OR CONSTRUCTION. BASED UPON THE U606 FORMULA,THE MAX I MUD REMOVE ANY IMPERVIOUS MATER{AL FOR A 5 RADIUS AROUND THE SOIL ABSORPTION SYSTEM AND REPLACE WITH GLEAN SAND. 2• SEPTC SYSTEM TO BE INSTALLED IN COMPLWNCE WITH 3P CMR F.00:TITLE V OROUNPYATER R6E 6 7.O'TO ELEV.A8.3 3. THIS PLAN r5 NOT TO 13E USED FOR PROPERTY LINE DETERMINATION k. ALL 1215TUR15ED AREAS TO BE LOAM ED AND SEEDED 5. CONTRACTOR TO PROVDE AS HOUR NOTEE FOR ANY REQUIRED INSPECTIONS I / 46 415 � S, 5q �S kt). / FND. / 4( / / x 48 52 — ,/ / — . LOT / UPLAND AREA: 90573 SF-t 2.08 AG. / WETLAND AREA: 2 W08 SF.f 486 AC. / TOTAL AREA: 3OZ341 SF_f — 6-54 AC. I / / SHAPE FACTOR = 19.4 / Exsrlr� / � EXIT I NG SI1ED- 54 / FouNDAreN �J TO BE REMOVED / / Ex�r1r�st1ED TO M REMOVED - SITE PLAN Off LAND i PLAN VIEW LOCATION: LOT 11 - F)OG RD., MARSTONS MILLS, MA PLAN VIEW OF �j4s+ ' PREPARED FOR: LARRY M cORATH �y srEVEN SCALE: I = 8O SCALE: DRAWN f5Y:S AS NOTED TMW CALE: �"5b , J013 NUMBER: DATE: 0J-03-03 SHEET: bk 1�51a� 03-104 REVISED: I1-03-03 CPP—I WELLER & ASSOCIATES VA-5 FALMOUI-H RP - SUITE 40 GENTERVILLE, MA OUn REeISTERED LAND SURVEYOR DATE REGISTERED ENGINEER DATE TEL.: (508) 775-0735 FAX: (508) 775-0754 1 q �or G �0 V-103 i 50.0' Extend existing split rail fence along 50' buffer line \� V-102 6 .. Proposed . • 0�1'' Driye/Parking qj V—101 5J.2' O �' 'hey. �2�,'•" QO A Existing �ze / \G Garage JO.5' 0 55.5 �eR P\o�A c)Q Existing TOWN OF BARNSTABLE 24 x7' ZONING BY—LAW PQo(or 14' Fish Pond ZONE: RF p0_ �� SETBACKS: PropR. Family o FRON T.• 30' oom SIDE. 15' (Con vert Gar. REAR: 15' / Deck �o�• •� �$d P�09- e 37 ® STREET ADDRESS.• #141 BOG ROAD ASSESSORS MAP 45 PARCEL 16-3 T OWNER: MIKE ROLFE Exis t. D wg. C DEED REF.: BK. 23197 PG. 324 #141 PLAN REF.: PL. BK. 586 PG. 54 LOT 11 Paved Drive "AS=BUILT" o / 1� pdny PLAN OF LAND IN ff S770JVSffILLS, ILIA S.°+1.. A•a�, 00, SN OF 1.7 eSs*'c\'P l CER77FY THAT TO THE BEST Y PROFESSIONAL °� TERRY `'r' PREPARED FOR: o ANN KNOWLEDGE, INFORMATION AND BELT E FOUNDATION " WARNER N ` SHOWN HEREON CONFORMS TO THE HORI AL SETBACKS No.38721 MII�B ROLI'L' OF THE ZONING BY—LAW FOR THE TOWN OF B TABLE. y ''�i/� PROPERTY LINES SHOWN HEREON , WERE COMPILED FROM AVAILABLE SCALE.' 1 = 20 MAY 1, 2012 PLANS OF RECORD AND VERIFIED II/I ZI- ON 7HE GROUND. I // THE FOUNDATION DEPICTED ON THIS PLAN WAS LOCA7ED ON 7HE GROUND TERRY A. TYARNLR, P. L. AY BY SURVEY ON APRIL 27, 2012 AND EXISTS AS SHOWN AS OF THE DATE Scale: 1"=20' 22 LONG ROAD OF LOCA770N. 0' 20' 40' 60' HARWICH, MA. 02645 THIS PLAN IS FOR PLOT PLAN (508) 432-8309 PURPOSES ONLY. Project No. 11-154