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Please complete one form for each property in forecl Sure (section 224-3)or already foreclosed for which possession.has been taken (sectio 224- 1,3 4).. Please file the original with the Building Commissioner and a copy with the hief of the Fire District in which the property is located. 0- If you claim you are exempt from registering under Massachusetts law,please state the reason(s) and complete section 1 (property information) and the first paragraph of section 2 (foreclosing party, court, etc. and foreclosing party representative, but not other representatives and attorney) so that the Town can review the exemption and update its records- Section 1 —Property Information Property Address. 37 BROKEN DIKE WAY, CENTERVILLE, MA, 02632 Assessors Map#: 228-139-002' . Parcel #: 228-139-002 Land area and description N/A Building(s)description and contents single family residential U unit) Occupied: Yes Occupant(s)(if borrowers so state and include name(s)) N/A Phone: (888) 349-8964 email: Property.Registration@soseryicing.comother. N/A Vacant: No Date: N/A Anticipated Length of Vacancy: Until sold Last occupant(s))(if borrowers so state and include name(s)) N/A Phone email:, other•• (888) 349-8964 • Property.Registration®spaeryicinq.com • NIA Has possession been taken No If so,please explain and complete and file the maintenance and security plan form(unless exempt as stated above) Section 2-Foreclosing Party Information Foreclosing Party (full name/title) wilmington Trust, NA, c/o select Portfolio servicing Foreclosure Case Court: N/A Docket# N/A 0015216021-Property Registration-101680 r Date filed: N/A Current Status:,Notice of Default Foreclosing Party's representative(s)for property (entry,management,repair, etc.)(name,title,): Safeguard Properties Company (if different from foreclosing party): Safeguard Properties Address: 7887 Safeguard Circle Valley View, OH 441 .5 Phone: (877) 340-0060 email: Cogeyiolations®snser icina.com other: N/A If an exemption is claimed,please do not complete the remainder. Other representative(s) (if foregoing representative is primarily responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or foreclosure,please so state and do not complete contact information(i. e."none"or"see above")). Name,title, other: qplprt Port-foi i o Servicing Company(if different from foreclosing party): select Portfolio Servicing Address: Po BOX 65250 Salt Lake City, UT 84165 Phone(s):(888) 349-8964 email(s):Iroperty Reg istration®spservicing.cgther: N/A Name,title, other: Select Portfolio Servicing Company (if different from foreclosing party): Select Portfolio Servicing Address: po BCX 65250,_Salt 'Lake City. UT 841 65 Phone: (888) 349-8964 email: p oerty Reoistration®snservicing comother: N/A Attorney representing foreclosing party nr Firm name (if different from attorney's name): N/A Address: N/A Phone(s): N/A email(s): N/A other: N/A I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will result in non-compliance with section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: 6/8/2017 Name: Michael Turner Title: Authorized Agent of SPS i I hereby certify that the above-named foreclosing party is in compliance with the , provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: Building Commissioner, Town of Barnstable L I00 01 (Ed.10;07) Policy'No.1101324 Renewal Of NEW; BUSINES.SPRO®'POLICY COMMON DECLARATIONS F NAMED INSURED:Fairbanks .Capital Corporation andloI Select Portfolio:Servicing,Inc,. (and/or any entity holding an ownership interest in teal estate owned property serviced.by Fairbanks Capital Corporation and/or Select Portfolio Servicing,Inc:) AND ADDRESS:3815 South West Tem to Salt Lake City, UT 84115 ----------------------- IN RETURN-FOR PAYMENT OF THE AGENT'S NAME AND ADDRESS: PREMIUM, AND SUBJECT TO ALL TERMS :OF THIS POLICY, WE AGREE WITH YOU Willis o.f Ohio, in:c: TO PROVIDE THE I SURANCE:AS . dba Loan, Protector Insurance $,e;rvices STATED IN THIS POLICY. 6001 Cochran Road, ;Suite 4:00 Solon, OH 44139 Insurance is afforded by the Company named below, a Capital Stock Corporation:` Great -American Assurance Company POLICY PERIOD:_ From 08101109 To Continuous 12, 01 A.M: Standard Time. ,at ttie. address. of the Named. Ensured This poIicyy consists of the fo-Ilowing Coverage Parts fqt which :a prem'ium 'is indicated::., This :premium m..ay be subject to adjustme,nt:, P.r- em.lum Commercial Proper ;y $ NIA Commercial :General Liability $ Per Schedule Commercial Crime .an1 F."delit;y $ N1A: Commercial Inland. :Marine: $ N/A C.omme:rcial Equipment Breakdown $ N/A .Commercial Auto C_ommercial Uinbre'ila N/A TOTAL $ NiA 9 FORMS AND ENDORSEMENTS " POLICY ALTERNATE MAILING ADDRESS: applicable.to all ,Coverage .Parts and remade part of this Pollcy.at rime: None. . , of issue are: listed on the attach: d Formsand, E ule L8i301. ('1#5.) -Agent tur; IL 70 1 (Ed.IQ/07)PRO. (Page 1 of 1) d#da\Y,:VaY- , eVEeeq;:.4+;;) #D::) r F . Administrative Offices 07 01Ed 74 00 . .. 580 Walnut Street CG ( ) GREATERICAN. Cincinnati,OH 45202 INSURANCE GROUP Tel: 1-513-36-5000 Policy No. 1191324 GENERAL LIABILITY COVERAGE PART DECLARATIONS PAGE POLICY PERIOD: NAMED INSURED: Fairbanks Capital Corporation and/or;Select Portfolio Servicing, Inc. (and/or any entity holding an ownership interest in real estate owned property 08/01/09 to Continuous serviced by Fairbanks Capital Corporation and/or Select Portfolio Servicing,Inc. LIMITS OF INSURANCE: General Aggregate Limit(Other Than Products Completed Operations) $ 25,000,000 Products—Completed Operations Aggregate Limit $ Not Included Personal and Advertising Injury Limit $ 1,000,000 Each Occurrence Limit $ 1,000,000 Damage to Premises Rented to You Limit $ 100,000 Any One Premises Medical Expense Limit $ 10000 Any One Person FORM OF BUSINESS: Financial Institution. TOTAL ESTIMATED PREMIUM: $ N/A - Products/Completed:Operations All Other $ N/A $ N/A SCHEDULE OF LOCATIONS: Those locations qualifying as a"Real Estate Owned"designated premises on CG 2144 (Ed. 07 98)LIMITATION OF COVERAGE TO DESIGNATED PREMISES OR PROJECT and reported on our monthly Reporting Schedule as delineated in the reporting conditions appearing on.IL 70.02 10 07 BUSINESSPRO POLICY CHANGES. CODE NUMBER: 49451 /68606 PREMIUM BASIS: Per Reported Location Per Month CLASSIFICATION: Vacant Land/Buildings/Dwellings *Subject to Products/Completed Operations All Other Dwelling Exposure: Exposure: Locations as reported Rate: Rate: $3.00 per location per month Premium; Premium: Per Monthly Reporting Schedule FORMS AND ENDORSEMENTS applicable to this Coverage Part and made a part of this Policy at the time of Issue are listed on the attached Forms and Endorsements Schedule CG 88 01 (11/85). CG 74 00(Ed.07/01) PRO (Page 1 of 1) (p M a (p M,4, 6 • ?±Pt■»■ °JLTUVWYONOPQM] acdefghijklmnmfopgrstuvgtpgrtuvxyz}xyz{ l }ylzl }-oqu D#Y! , - ,�►��t �F�E::Pv ��#HH;9 #F#a ;;&a;:♦&#HH- ,E#F�.. a .. ..♦&#HH- , E#F#a:: ::&a:: C#Ce E::,W-Ead;;PQXED- , E;;C-D- ,G;*C;;Ce „C#C- , (#e O;bO; (#p s(E: s IL 70 02(Ed.10 07) Policy No. 1191324 Effective Date of Change 08/01/15 BUSINESSPRO®.POLICY CHANGES THIS ENDORSEMENT NAMED INSURED:Fairbanks Capital Corporation and/or Select Portfolio Servicing, Inc. CHANGES THE POLICY. (and/or any entity holding an ownership interest in real estate owned property serviced by Fairbanks Capital Corporation and/or Select PLEASE READ IT Portfolio Servicing, Inc.) CAREFULLY. AND ADDRESS: 3815 South West Temple Salt Lake City, UT 84115 POLICY ALTERNATE MAILING ADDRESS: AGENT'S NAME AND ADDRESS: Willis of Ohio, Inc, dba Loan Protector NONE Insurance Services 6000 Cochran Road Solon, OH 44139 Insurance is afforded by the Company named below, a Capital Stock Corporation: Great American Assurance Company 301 E. Fourth Street, 20`h Floor Cincinnati, OH 45202 POLICY PERIOD: From 08/01/09 To Continuous 12:01 A.M. Standard Time at the address of the Named Insured ENDORSEMENT #4: _. It is agreed the premium rate shown on CG 74 00 07 01 General Liability Coverage Part Declaration Page is hereby: revised to the following: $5.00 per location per month FORMS AND ENDORSEMENTS hereby added: FORMS AND ENDORSEMENTS hereby added: FORMS ND ENDORSEMENTS hereby deleted: Age t Signature V Date IL 70 02(Ed. 10/07)PRO (Page 1 of 1) . THE 1p�� The Town of Barnstable BABNbTABLE, * Office of Town Manager 9 MASS. g �,�1639• A�0 367 Main Street, Hyannis, MA 02601 FD MA'S www.town.barnstable.ma.us Office: 508-862-4610 John C. Klimm,Town Manager Fax: 508-79.0-6226 Email: john.klimm@town.barnstable.ma.us MEMORANDUM (IaTTO: FR: John C. Klimm, Town Manager DT: 3/27/06 RE: FEMA For your information, I am forwarding you correspondence on the above-mentioned matter. Thank you JCK:Ids t I , atiyARr�� ° Federal Emergency Management Agency . J4` Washington, D.C. 20472 . IAND SSG - March 16,2006 FOLLOWS CONDITIONAL CASE NO.:03-01-0170C MR.JOHNKLIINIM CASE NO.:06-01-0118A TOWN MANAGER,TOWN OF BARNSTABLE COMMUNITY: TOWN OF BARNSTABLE,BARNSTABLE 367 MAIN STREET COUNTY,MASSACHUSETTS HYANNIS,MA02601-0000 COMMUNITY NO.:250001 DEAR MR.KLIMM: ' This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a•1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. ' Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which.provide information regarding the subject property and LOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments - specific to this request may be included as referenced iif the Determindtion/Comment document. If you have ' any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free.-at-;(877-)--336-2627 (877-FEMA MAP) or by letter—addressed-to.-the-Federal Emergency Management _.__Agency;3601 Eisenhower Avenue, Suite 130,Alexandrik'V'A-22304-6439: Sincerely, Doug B llomo,E.n�Chief Hazard Identification Section,Mitigation Division LIST OF ENCLOSURES: " LOMR-F DETERMINATION DOCUMENT(REMOVAL) W cc: State/Commonwealth NFIP Coordinator Community Map Repository r Region o µ Mr. Kieran Healy :,rrn k r i Page 1 of 2 Follows Conditional No.:03-01-0170C Date: March 16 2006 Case No.:06-01-0118A LOMR-F T yPR ° Federal Emergency Management Agency �F4 Washington, D.C. 20472 qND Sti LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF BARNSTABLE,BARNSTABLE Parcel 139-002,Tax Map 228, as described in the Quitclaim Deed recorded COMMUNITY COUNTY,MASSACHUSETTS as Instrument No. 74754, in Book 15527, Pages 324 and 325, in the Office of the Registry of Deeds, Barnstable County, Massachusetts COMMUNITY NO.:250001 NUMBER:2500010008D AFFECTED NAME: TOWN OF BARNSTABLE MAP PANEL BARNSTABLE COUNTY,MASSACHUSETTS DATE:07/02/1992 FLOODING SOURCE: NANTUCKET SOUND/CENTERVILLE APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.647,-70.332 RIVER SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 7.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHATIS�� _ CHANCE ADJACENT LOT LOT SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION --SECTION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 139- — 37 Broken Dike ^ Structure 002 - Way (Residence) B 10.6 feet 10.7 feet Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated bythe flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP)map,we have determined that the structure(s) on the property(ies) is/are not located in the SFHA, an-area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,3601 Eisenhower Avenue,Suite 130,Alexandria,VA 22304-6439. , ^tom ,� �_� ° • Doug Bellomo,P.E.,Chief Hazard Identification Section,Mitigation.Division Version 1.3.3 1069799.1LOMR-F-SL013050118 Page 2 of 2 lFollows Conditional No.:03-01-0170C Date: March 16,2006 JCase No.:06.01-0118A LOMR-F O'pVP'R i T ° Federal Emergency Management Agency . . Washington, D.C. 20472 C G 9 ND SE LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not-the subject of the Determination/Comment document, may remain in.the Special Flood: Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. • _ .t •.. . ter. ♦ ..'+' ' , . .r .. �._.—__�+.— :. ..mow e • ro ^, ..0 _, _ i ...,..+ — Y F , ' r�• ..I _ - n ern • -,. - .. , c - This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or.by letter addressed to the Federal Emergency Management Agency,3601 Eisenhower Avenue,Suite 130,Alexandria,VA 22304-6439. 14 "Doug Bellomo,P.E.,Chief Hazard Identification Section,Mitigation Division Version 1.3.3 1069799.1 LOMR-F-SL013050118 �YXR, F Federal Emergency.Management Agency Washington, D.C. 20472- �lqND S�GJ ADDITIONAL INFORMATION REGARDING LETTERS OF MAP REVISION BASED ON FILL When making determinations on requests for Letters of Map Revision based on the placement of fill(LOMR- Fs), the Federal Emergency Management Agency (FEMA) bases its determination on the flood'hazard information available at the time of the determination. Requesters should be aware that flood conditions may change or new information may be generated that would supersede FEMA's determination.When necessary, - FEMA will inform the community about superseded determinations by letter. - Requesters also should be aware that removal of a property(parcel of land or structure)from the Special Flood Hazard Area (SFHA) means FEMA has determined the property is not subject to inundation by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This does not mean the property is not subject to other flood hazards. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective National Flood Insurance Program(NFIP)map. , M The effect of a LOMR-F is it removes the Federal requirement for the lender to require flood insurance coverage for the property described. The LOMR-F is not a waiver of the condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement because the lender imposed the requirement. The property owner must request and receive a written waiverfrom the lender before canceling the policy.The lender may determine,on its own as a business decision,that it wishes to continue the'flood insurance requirement to protect its financial risk on the loan. q The LOMR-F provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMR-F is not a building permit,nor should it be construed as such. Any development,new construction,or substantial improvement of a property impacted by a LOMR-F must comply with all applicable State and local criteria and other Federal criteria. If a lender releases a property owner from the flood insurance requirement,and the property owner decides to cancel the policy and seek a'refund, the NFIP will refund the premium paid for the current policy year, rovided-that rio.claim is pending or has been aid on the policy duriri the current policy ear. The ro ert p P g paid p y g p yy P P y'.._-_ ... owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing his or her policy. The agent or bompany will then process the refund request. Even though structures-are not located in an SFHA,as mentioned above,they could be flooded by a flooding event with a greater magnitude than the base flood. In fact, more than 25 percent of all claims paid by the NFIP are for policies for structures located outside the SFHA in Zones B, C, X(shaded), or X(unshaded). More than one-fourth of all policies purchased under the NFIP protect structures located in these zones. The risk to structures located outside SFHAs is just not as great as the risk to structures located in SFHAs.Finally, approximately 90 percent of all federally declared disasters are caused by flooding,and homeowners insurance does not provide financial protection from this flooding. Therefore,FEMA encourages the widest possible coverage under the NFIP," LOMRFENC-1 08/06/04 The NFIP offers two types of flood insurance policies to property owners,the low-cost Preferred Risk Policy (PRP) and the Standard Flood Insurance Policy(SFIP). The PRP is available for 1-to 4-family residential structures located .outside .the SFHA with little or no loss history. The PRP is available for townhouse/rowhouse-type structures,but is not available for other types of condominium units. The SFIP is available for all other structures.Additional information on the PRP and how a property owner can qualify for this type of policy may be obtained by calling the Flood Insurance Information Hotline,toll free,at 1-800-427- 4661. Before making a final decision about flood insurance coverage,FEMA strongly encourages property owners to discuss their individual flood risk situations and insurance needs with an insurance agent or company. The revisions made effective by a LOMR-F are made pursuant to Section 206 of the Flood Disaster Protection Act of 1973(P.L.93-234)and are in accordance with the National Flood Insurance Act of 1968,as amended (Title XM of the Housing and Urban Development Act of 1968,P.L. 90-448)42 U.S.C.4001-4128,and 44 CFR Part 65. In accordance with regulations adopted by the community when it made application to join the NFIP,letters issued to revise an NFIP map must be attached to the community's official record copy of the map. That map is . available for public inspection at the community's official map repository. Therefore;FEMA sends copies of all such letters to the affected community's official map repository. To ensure continued eligibility to participate in the NFIP, the community must enforce its floodplain management regulations using,at a minimum the flood elevations and zone designations shown on the NFIP � g � map, including the revisions made effective by LOMR-Fs. LOMR-Fs are based on minimum criteria established by the NFIP. State,county,and community officials,based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If the State, county, or community has adopted more restrictive and comprehensive floodplain management criteria,these criteria take precedence over the minimum Federal criteria. FEMA does not print and distribute LOMR-Fs to primary map users, such as local insurance agents and mortgage lenders;therefore, the community serves as the repository for LOMR-Fs. FEMA encourages communities to disseminate LOMR-Fs so that interested persons,such as property owners,insurance agents, and mortgage lenders,may benefit from the information.-FEMA-also encourages communities to prepare articles for publication in the local newspaper that describe the changes made and the assistance community officials will provide in serving as a clearinghouse for LOMR-Fs and interpreting NFIP maps. When a restudy is undertaken,or when a sufficient number.of revisions occur on particular map panels,FEMA initiates the printing and distribution process for the panels and incorporates the changes made effective by LOMR-Fs. FEMA notifies community officials in writing when affected map panels are being physically revised and distributed. If the results of particular LOMR-Fs cannot be reflected on the new map panels because of scale limitations,FEMA notifies the community in writing and revalidates the LOMR-Fs in that letter. LOMR-Fs revalidated in this way usually will become effective I day after the effective date of the revised map. LOMRFENC-1 08/06/04 s TOWN OF BARNSTABLE j CERTIFICATE OF OCCUPANCY — BLDG PERMIT #63009 PARCEL ID 228 139 002 GEOBASE ID 14015 ADDRESS 37 BROKEN DIKE WAY PHONE CENTERVILLE ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT TYPE BCO04 DESCRIPTION CERTIFICATE OCCUPANCY #63009 CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 �tNE CONSTRUCTION COSTS $.00 756___ . _CERTIFICATE OF.—OCCUPANCY _ • ■ABMEMABLE, • MASS. 039. BUILDIN D, ISIO BY DATE ISSUED 02/02/2006 EXPIRATION DATE Tow,11 or. 'PARCEL ID 228 139 002 GIf`i;H�1�� 1 T1 l het)i `) �� I, ADDRESS 37 BROZEN DTE.t� Wit PRONE cENTERjIL -�- - - —! c _ - 1 Lip- LOTj` BLOCK LOT SIZE ` DI3A DE' RLOPMENT DI STRI GT�co PERMIT 63009 DESCRIPTION NEW 4 BDRM SING.FAM- SEWPT#0i2'T,4737 ri/ li PERM " ,TYPE BUILD TITLE NEW RESIDENTIAL- BLDG PMT -C(N` RA TORS: BOSWORTH, CHANDLE ;.D'epartment of AR C1ECTS Regulatory Services TOTAL FEES: . $1,739.( / 1\8 r' Nl -T -T,. r 101 !SINGLE FAM HOME DETACH, 1 PRIVATE i 1� BANQSTABLE, *' `039. 77, BUILDING.DIVISIOBY I' <' DATE ISSUED 08/21/2OQ2 EXPIRATION DATE " W, THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.;EN- ph OACHMENTS 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 2. PRIOR TO COVERING STRUCTURAL MEMBERS ' FOR HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS EL CTRICAL INSPECTION APPROVALS (�.y - 2 ` Ind L�' t,S b� 2 �►W 3 1 HEATING INSPECTION OVALS ENGINEERING DEPARTMENT ((0 2 j- 4 OF HEAL H M OTHER: SITE PLAN REVIEW APPROVAL WORK SHAL1 X- PRO7ED PERMIT WILL BECOME NULL AND VOID"IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS AP STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS-STAGES OF MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. f NOTED ABOVE.. TION. BUILDING PERMIT �I �'o H PP�,�r B SC GROUP 657 Main,Street Unit 6 Route 28. December,8,,2005 west Yarmouth, MA 02673 " T8 el o8 8 5 77 99 LOMA Manager Fax:Sos-. -8966 FEMA LOMA Depot 3601 Eisenhower Avenue;Suite 130. Alexandria, VA 22304-6439 Attn: Tamiko.To ye : RE: #37 Broken Dike Way, Centerville, Barnstable,Massachusetts Case no. 03-01-0170C Case no. 06-01=0118A To whom it may concern: Please find additional information to the previously filed LOMA-F for the-above reference property: All construction appears to.be in substantial compliance with the approved design plans Please find attached. .l ) Community acknowledgment form 2.) Copy of check for$325. . . .3.) Fee transmittal form. 4.) .. Property information form: 5.) Current-deed for locus property. 6.)` . Elevation Certificate. 7.) Topographic plans of locus property.. Engineers' Environmental Scientists. GIS Consultants Yours truly, Landscape Architects Planners Craig A. Field,PLS. Surveyors FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 CO MMUNITY TY ACKNOWLEDGMENT FORM Expires September30,Zoos PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 0.88 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project (3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests involving the existing or proposed placement of fill(complete Section A) OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The community number and the subject property address must appear in the spaces provided below. Community Number: 250001 Property Name or Address: 37 Broken Dike Way,Centerville,Massachusetts A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMR-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is 'designed to meet all of the community floodplain management requirements, including the requirement that no fill be placed in the regulatory floodway, and that all necessary Federal;State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to FEMA for a possible map revision. Community Comments: Community Official's Name and Title: (Please Print or Type) Telephone No.: Thomas Perry,Building Department Director 508 862-4038 Community Name: Community ici I's Signatur : required) Date: Barnstable B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY . As the community official responsible forfloodplain management,I hereby acknowledge that we ave received and reviewed this request for a LOMA. We understand that this request is being forwarded to FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: Communit Official's Name and Tit4(P/ Print or Type)• Telephone No.: G'o Community Name: Community Official's Signature(required): Date: Y I FEMA Form 81-876,SEP 02 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 P ,a FEDERAL EMERGENCY MANAGEMENT AGENCY PAYMENT INFORMATION FORM Community Name: Barnstable,Massachusetts Project Identifier. #37 Broken Dike Way;Centerville,Massachusetts THIS FORM MUST BE MAILED,ALONG WITH THE APPROPRIATE FEE,TO THE ADDRESS BELOW OR FAXED TO THE FAX NUMBER BELOW. Type of Request: FEMA O ® MT-1 application Fee Charge System Administrator ❑ MT-2 application P.O.Box 22787 Alexandria,VA 22304 FAX(703)317-3076 FEMA Project Library ❑ EDR application 3601 Eisenhower Avenue Alexandria,VA 22304 . :. FAX(703)7-51-7391 Request,No.: (if.known) Amount: $350.00 ❑ INITIAL FEE* FINAL FEE® ❑ FEE BALANCE ❑ MASTER CARD ❑ VISA ❑ CHECK ❑ MONEY ORDER 'Note:.Check only for EDR.and/or Alluvial Fan requests(as appropriate) "'Note:Check only if submitting a corrected fee for an ongoing request. COMPLETE THIS SECTION ONLY IF PAYING BY CREDIT CARD: CARD NUMBER. EXP.DATE FTI I I 1 2 3 4 m 5 6 7 8 9 10 11 12 13, 14 15 16 m Month:, Year Date Signature NAME(AS ITAPPEARS ON CARD): (please print or type) ADDRESS: (for your credit card receipt please ETM print or type) DAYTIME PHONE:. l J FEMA Form 81407 Payment Information Form o I r FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 PROPERTY INFORMATION FORM Expires September 30,2005` PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.63 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency,500 C Street,SW,Washington DC 20472,Paperwork Reduction Project(3067-0147).Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form may be completed by the property owner,property owner's agent,licensed land surveyor,or registered professional engineer to support a request for a Letter of Map Amendment(LOMA),Conditional Letter of Map Amendment(CLOMA),Letter of Map Revision Based on Fill(LOMR-F),or Conditional Letter of Map Revision Based on Fill(CLOMR-F)for existing or proposed,single or multiple lots/structures. Please check the item below that describes your request: ❑ LOMA A letter from FEMA stating that an existing structure or parcel of land that has not been elevated by fill naturalgrade)would not be inundated by the base flood. ❑ CLOMA A letter from FEMA stating that a proposed structure that is not to be elevated by fill(natural grade) . would not be inundated by the base flood if built as proposed. ® LOMR-F A letter from FEMA stating that an existing structure or parcel of land that has been elevated by fill would not be inundated by the base flood. A letter from FEMA stating that a parcel of land or proposed structure that will be elevated by fill ❑ CLOMR-F would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is. built as proposed. Fill is defined as material from any source placed to raise the ground to or above the Base Flood Elevation(BFE). The common construction practice of removing unsuitable existing material(topsoil)and backfilling with select structural material is not considered the placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance Program(NFIP)map showing the area in a Special Flood Hazard Area(SFHA)is considered natural grade. Has fill been placed on your property? ® Yes ❑ No If yes,when was fill placed? 8/2003 month/year Will fill be placed on your property? ❑ Yes ❑ No. If yes,when will fill be placed? / month/year 1. Street Address of the Property(if request is for multiple structures,please attach additional sheet): 37 Broken Dike Way 2. Legal description of Property(Lot,Block,Subdivision)(if a street address cannot be provided): 3. Are you requesting that the SFHA designation be removed from(check one). ❑ the entire legally recorded property? ® a portion of land within the bounds of the property(a certified metes and bounds description and map of the area to be removed, certified by a licensed land surveyor or registered professional engineer,are required)? ❑ structures on the property? What are the dates of construction? 4. Is this request for a(check one): ❑ single structure ® single lot ❑ multiple structures(How many structures are involved in your request?List the number: ) ❑ multiple lots(How many lots are involved in your request?List the number: ) FEMA Form 81-87,SEP 02 Property Information Form MTA Form 1 Page 1 of 2 In addition to this form(MT-1 Form 1),ALL requests must include the following: • Copy of the Plat Map for the property(with recordation data and stamp of the Recorder's Office) OR • Copy of the property Deed(with recordation data and stamp of the Recorder's Office),accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses • Copy of the effective FIRM panel and/or Flood Boundary and Floodway Map(FBFM)(if applicable)on which the property location has been accurately plotted(property inadvertently located in the NFIP regulatory floodway will require Section B of MT-1 Form 3) • Form 2—Elevation Form. If an Elevation Certificate has already been completed for this property,it may be submitted in addition to Form 2. Please include a map scale and North arrow on all maps submitted. For LOMR-Fs and CLOMR-Fs,the following must be submitted in addition to the items listed above: • Form 3-Community Acknowledgment Form Processing Fee(see instructions for appropriate mailing address;or,visit http://www.fema.gov/fhm/frm_fees.shtm for the most current fee schedule) Revised fee schedules are published periodically,but no more than once annually,as noted in the Federal Register. Please note: single/multiple lot(s)/structure(s)LOMAs are fee exempt. The current review and processing fees are listed below: Check the fee that applies to your request: ® $325(single lot/structure LOMR-F following a CLOMR-F) ❑ $425(single lot/structure LOMR-F) ❑ $500(single lottstructure CLOMA or CLOMR-F) ❑ $700(multiple lot/structure LOMR-F following a CLOMR-F,or multiple lot/structure CLOMA) ❑ $800(multiple lottstructure LOMR-F or CLOMR-F) Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to:National Flood Insurance Program. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,Section 1001. Applicant's Name: Kieran J.Healy,S.I.T. Company: The BSC Group Please Print or Type Mailing Address: 657 Route 28,Unit 6 Daytime Telephone No.: 508-778-8919 E-Mail Address: khealy@bscgroup.com -Fax No.: 508-778- 6 (optional) 12/8/05 Date gnature of Appli nt(required) If you have any questions concerning FEMA policy,or the NFIP in general,please contact the FEMA Map Assistance Center toll free at 1-877-FEMA MAP(1-877-336-2627),or visit the flood Hazard Mapping website at http://www.fema.gov/fhm/. . FEMA Form 81-87,SEP 02 Property Information Form MT-1 Form 1 Page 2 of 2 Bk 15527 Po324 074754 PU �;.� �r38-28-2 1_12 a 0:3=11t]v OUITCLAIMDEED We, ALLEN J. WHITE of Hyannis, Massachusetts and CARL S. RIEDELL, of Osterville, Massachusetts, for consideration paid and in consideration TWO HUNDRED THOUSAND AND 00/100 ($200,000.00) DOLLARS, grant to W. CHANDLER BOSWORTH, JR. of PO Box 685, Centerville, MA 02632 with QUITCLAIM COVENANTS, a certain parcel of vacant land situated on Broken Dike Road,Barnstable (Centerville),Barnstable County,Massachusetts shown on a plan of land entitled"Plan of Land in Centerville Barnstable Mass. for Carl S. Riedell & Allen J. White" dated April 30, 1980, drawn by Eldredge Engineering Co., Inc., recorded in Barnstable Registry of Deeds in Plan Book 344 Page 60,EXCLUDING that portion of land shown on Plan Book - 381 Page 10, sjxm as Lots 1-6 Inclusive. For our title see deed of Catherine M. Elliott recorded in Barnstable Deeds Book 3117 Page 214. WI SS our hands and seals thisa/�'day of_�� ,2001. Allen J. to Carl S.Riede l STATE OF /tl ass a r-4se-Il s COUNTY OF.13ora DATE: �Li Then personally appeared the.above-named Allen J. Whitey .... P Y and the foregoing to be his free act and deed,before me LAW OFFICES OF - ,Y.�.�r`•$:. ,.: '�w 1 f..M�;.,,i;--t.I JOHN R.ALGER.P.G. 5 PARKER ROAD - NOTARY LIC P O.BOX 449 My Commission Expires:OSTERML.E.MA . C ,gyp OZSSS-0449 - 1 Y If a Bk 15527 PS325 '74754 STATE OF /- a Sac .5e# .Cirh e `� DATE: �U! """` .� COUNTY OF Then personally appeared the above-named Carl S. Riedelt;: the foregoing to be his free act and deed,before me ' NOTAR PUBLIC ~+My Commission Expires: ,�e.y.;`'. 1►�";}+. O -------------- RE� Eas BARNSTABL R 1 TASLE REGIS EDS C ISE TAX 08/28/02 3.,11PH 01 a p ----- 000000 #6557 r tae�,00 DATE 08.28.'02 ICED CAS# *684.00 TAX $456.00 TOTAL $456.00 CASH $456.00 CLERK 1 N0.032670 TIME 14:52 1111 BARNSTABLE REGISTRY OF DEEDS FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No.3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31,2005 ELEVATION CERTIFICATE. Important: Read the instructions on pages 1.7. SECTION A-PROPERTY OWNER INFORMATION For Insurance CompanyUse BUILDING OWNER'S NAME Policy Number ; W.Chandler Bosworth BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number #37 Broken Dike Way w: CITY STATE ZIP CODE 11 Barnstable MA 02632 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Assessors Map 228,parcel 139-002 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) Residential LATITUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type): (##°-##'-##.##" or ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME 113.STATE Barnstable 2=1 r Barnstable MA B4.MAP AND PANEL B7.FIRM PANEL 68.FLOOD ZONES) B9.BASE FLOOD ELEVATION(S) NUMBER B5.SUFFIX B6.FIRM INDEX DATE EFFECTIVEIREVISED DATE (Zone AO,use depth of floodirg) 2500010008 D 702 7I1192 B 10.6 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑AS Profile ®FIRM ❑Community Determined ❑Other(Describe):_ B11.Indicate the elevation datum used for the BFE in B9:®NGVD 1929 ❑NAVD 1988 ❑Other(Describe): 612.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑No Designation Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Construction Drawings' ❑Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 4(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,ARIA1-A30,ARIAH,AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum NGVD-29 Conversion/Comments Elevation reference mark used RM-16 Does the elevation reference mark used appear on the FIRM? ®Yes ❑No o a)Top of bottom floor(inducting basement or enclosure) 10, 7 ft.(m) MN OF o b)Top of next higher floor 15.2 ft.(m) a � y� o c)Bottom of lowest horizontal structural member(V zones only) N.A ft.(m) U) o d)Attached garage(top of slab) 13. 6 ft.(m) E� FIELD °" o e)Lowest elevation of machinery and/or equipment W @ ft 3=9 servicing the building(Describe in a Comments area) 10.8 ft.(m) o 0Lowest adjacent(finished)grade(LAG) 10.7 ft.(m) ' m 0)in tJ� o g)Highest adjacent(finished)grade(HAG) 13. 8 ft.(m) W r o h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade N/A 3 r d s o i)Total area of all permanent openings(flood vents)in C3.h N/A sq.in.(sq.cm) J SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code Section 1001. CERTIFIERS NAME CRAIG A.FIELD LICENSE NUMBER 38039 TITLE LAND SURVEYOR COMPANY NAME THE BSC GROUP,INC ADDRESS CITY STATE ZIP CODE 657 MAIN STREET WEST YARMOUTH MA 02673 SIGNAT 2 DATE TELEPHONE 100/05 508-778-8919 FEMA Form 81-31,January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A ForinsuranoeCompany Use BUILDING STREET ADDRESS(Including Apt,Unit,Suile,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Poluy Number #37 Broken Dike Way CITY STATE ZIP CODE Com parry NAIC Number Cenlenn1le MA 02632 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenVoompany,and(3)building owner. COMMENTS A LOMA-F has already been submitted on this property for the proposed construction.Application #03-01-0170-C ❑Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El.Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed—see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is _ft.(m)_in.(cm)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,if available). E3.For Building Diagrams 6-8 with openings(seepage 7),the next higher floor or elevated floor(elevation b)of the building is _ft.(m)_in.(cm)above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4.The top of the platform of machinery and/or equipment servicing the building is _ft.(m)_in.(cm)❑above or El Wow(check one)the highest adjacent grade. (Use natural grade,if available). E5.For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑No ❑Unknown. The local official must certify this information in Section G, SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A,B,C(Items C3.h and C3.i only),and E for Zone A(without a FEMAAssued or community- issued BFE)or Zone AO must sign here. The statements in Sections A,B,C,and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CRAIG A FIELD ADDRESS CITY STATE ZIP CODE 657 MAIN STREET,ROUTE 28 WEST YARMOUTH MA 02673 SIGNATURE DATE TELEPHONE 10131/05 508-778-8919 COMMENTS ' ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1.❑The information in Section.0 was taken from other documentation that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑A community official completed Section E for a building located in Zone A(without a FEMA-issued or communitywissued BFE)or Zone AO. G3,❑The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7.This permit has been issued for:❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: _ft:(m) Datum:_ G9.BFE or(in Zone AO)depth of flooding at the building site is: —_ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑Check here if attachments FEMA Form 81-31,January 2003 Replaces all previous editions V i i - - __-_- �oFtra,� Town of Barnstable Regulatory Services MA M Thomas F. Geiler,Director fa;9. Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.mams Office: 508-862-4038 Fax: 508-790-6230 November 29, 2005 Chandler Bosworth P.O.Box 685 Centerville,MA 2632 37 Broken Dike Wav Dear Homeowner/Contractor: A recent review of our records indicates that you either had a new home constructed or were involved in the construction. The files show that this construction has never been finalized and closed out. Please contact this office at 508-862-4038 to make arrangements to finalize this matter. Your anticipated cooperation is greatly appreciated. SincereI Thomas Perry Building Commissioner gcomfmalize ���'�' d�Yo �2e U� � i�l-z e W e� �G3oo � �� �� �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION6PP1F;' 673007 Z Map Parcel -0®�' d �s� Permit# ®CJ� Health Division �.01 Date Issued � Conservation Division 3r hr 01110 rnO �S Application Fee IPi Tax Collector C) — NL v l S/ Permit Fee Treasurer_ _ _ D (SEPTIC SYSTEM MUST BE Planning Dept. NSTA=IN COI PLMCE - -/ �I11�e TITLE$ Date Definitive Plan Approved by Planning Board ,/Cl 2 pG v(�{�S'(5� GMT 6 MEAM Historic-OKH Preservation/Hyannis TOWN REGULATIONS Q Project Street Ad ress 2, 1 yqWWk,5qV .01 V& Village Owner W ,)n4- Address ygl--) S Telephone 0 I ft Permit Request 1 Y' i� � Hgo'-f-, _. 1SG06WCQ_ c5F 14-) Square feet: 1st floor: existing proposed 2nd floor:existing proposed S 0 Total new; Zoning District li Floo I in7C ((,, YP 6+ 4)Q Groundwater Overlay Project Valuation ,00 Con1s r ctibn�T e mf 6 Lot Size l Grandfathered: ❑Yes ❑No If yes, attach supporting docu 'on. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) <# Age of Existing Structuret Historic House: ❑Yes UZ On Old King's Highw=ay� ❑Yes? ❑A Basement Type: M Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) S ' Number of Baths: Full: existing �--- new Half:existing newer Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and F el: ❑Gas Zall ❑ Electric ❑Other Central Air: Yes Cl No F' eplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existin size Pool:❑existing new size&V9 Barn:❑existing ❑new size Attached garage:Cl existing l�'new size617-15- Shed:❑existing 0/new size Other: ;-Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use v - �! BUILDER INFORMATION Name 0 l�0v)Ap1zo Telephone Number 6-0 0 9® - 2,7i Address NOOK License# 614 � �y ' Home Improvement Contractor# I / lb bXAVr4241V Ad- Worker's Compensation# ALL CONST70 TTIEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,Q SIGNATU 1411 DATE ��- l i't FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. !! !� ♦ Y l it ( ti Y`' ,lt"' � (` .. ADDRESS "? _ ! (%r VILLAGE' ! !�'' f L •r', t- - r OWNER DATE OF INSPECTION: � V FOUNDATION tlK,- lb-21 -03 kSLu,L��ary.� �¢v- �` Vl�. ♦�;_ � ` FRAME l- V `^ -I pv INSULATION 2- e 3 U FIREPLACE L2I6 i,/ h ' �.' ,f. �o•.� ELECTRICAL: ROUGH _ c '' �' FINAL' PLUMBING: ROUG14 's 2-FINAL cl GAS: ROUGH I.. ;�� �;�; ,.._. FINAL,:° "`• :- I FINAL BUILDING 14 . ♦ _-- - - _ . + DATE CLOSED OUT^ :.} rr.� / . i r f w •" r 'ASSOCIATION PLAN NO. �"• ` R+' -- - � f ` f .ti Town of Barnstable Regulatory Services #. Y BMWSTABM ` Thomas F. Geiler,Director .1630. ..•� Building Division Ar fp�,p Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 3,2005 Centerville-Osterville Marstons Mills Fire District Attn: Officer Francis M. Pulsifer 1875 Route 28 Centerville,MA02632-3117 Dear Officer Pulsifer: This letter is in response to your correspondence of June 7, 2005 regarding two bridges located in Centerville, one at 212 Elliot Rd.,the other at'37.Broken Dike Rd. The reference which you have sited, 780 CMR 1028.3 Testing and Certification,refers to fire escapes and bridges which are connected to buildings. This section is not referring to bridges such as these. Enclosed is an excerpt from the BBRS web site for the Commonwealth as supporting documentation. This is a reminder for owners of such buildings that need to have these tested and certified for structural adequacy and safety. I am not aware of the agency that would be responsible for actual bridges but if you have any questions feel free to contact me at the building department office. Sincerely, Thomas Perry Building Commissioner I yST. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE.&EMERGENCY SERVICES 192- 1875 Route 28-Centerville, MA 02632-3117 508-790-2380-FAX: 508-790-2385. John M.Farrington,Chief Martin O'L. MacNeely, Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M. Pulsifer, Fire Prevention Officer June 7, 2005 Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: I have recently received information relatAweightations for two bridges located in residential areas of Centerville. The following are the,ad resses and weight specifications: 212 Elliott Road, Centerville 72,000 lb. maximum 37 Broken Dike Road, Centerville 20,000 lb. maximum For life safety reasons, the fire department has interest in the weight restrictions and continual preservation of these bridges to ensure structural adequacy at all times.o Both of these bridges are on lots that have residential buildings being built as of this date., Relative to 780 CMR 1028.3 Testing and Certification, I am requesting that you forward a copy of the affidavit your office should receive, on five-year intervals, from a structural engineer, certifying structural adequacy for these bridges. Additionally, we would like to see posted signs for weight limits if possible. Your anticipated cooperation is appreciated. Please feel free to contact me at the Fire Prevention Office with any questions, Monday through Friday, between 8:00 a.m. and 4:00 p.m. at 508-790-2380. Sincerely, Francis M. Pulsifer Fire Prevention Officer i n .` l0 0 3 ` ,.. "Commitment to Our Community" /� � �G��1C,Yut11.4N"9C v Federal Emergency Management Agency Washington, D.C. 20472 December 18,2002 MR.GARY BLAZIS CASE NO.:03-01-0170C PRESIDENT,.TOWN COUNCIL,TOWN OF COMMUNITY: TOWN OF BARNSTABLE,BARNSTABLE BARNSTABLE COUNTY,MASSACHUSETTS 367 MAIN STREET COMMUNITY NO.:250001 HYANNIS,MA 02601 DEAR MR.BLAZIS: ` i y This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Conditional Letter of Map Revision based on Fill (CLOMR-F) Comment Document. This continent document provides additional information regarding the effective NFIP map, the legal description of the property and our comments regarding this proposed project. Additional documents are enclosed which provide information regarding the subject property and CLOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O.'Box 2210,.Merrifield, VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Michael M. rG imm, Acting Chief Hazard Study Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: CLOMR-F COMMENT DOCUMEN'C cc: Mr. Craig A. Field Page 1 of 2 Date: December 18,2002 Case No.:03 01-017UC CLOMR F Federal Emergency Management Agency Washington, D.C. 20472 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF BARNSTABLE,BARNSTABLE A parcel of land, as shown on the plat, recorded in Book 344,Page 60,filed COMMUNITY COUNTY,MASSACHUSETTS on June 30, 1980, in the Registry of Deeds, Barnstable County, Massachusetts. The parcel of land that would be removed from the SFHA is COMMUNITY NO.:250001 more particularly described by the following metes and bounds: NUMBER:2500010008D Commencing at a concrete bound at the most northerly portion of the locus, _—_ THENCE running in a southeasterly direction, S57°56'49"E, 13.3.1 feet; AFFECTED NAME: TOWN OF BARNSTABLE, THENCE S29°20'31"E,61.57 feet;THENCE S03°.53'07"W,35.66 feet to the MAP PANEL BARNSTABLE COUNTY,MASSACHUSETTS" POINT OF BEGINNING;THENCE S03°25'46"E, 54.57 feet;THENCE N62°10'21"E,20.72 feet;THENCE N89°21'46"E, 39.15 feet; SO4°59'46"W. DATE:07/0211992 FLOODING SOURCE: NANTUCKET SOUND; CENTERVILLE APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:W .332 RIVER SOURCE OF LAT&LONG:PRECISION MAPPING STREETATUM:NAD 83 COMMENT TABLE REGARDING THE PROPOSED PROPERTY(PLEASE NOTE THAT THIS IS NOT A FINALNATION. A FINAL DETERMINATION WILL BE MADE UPON RECEIPT OF AS-BUILT INFORMATION REGARDING THRTY.) OUTCOME 1% ANNUALT LOWEST WHAT WOULD CHANCE NT LOT LOT BLOCK/" SUBDIVISION STREET BE REMOVED FLOOD FLOOD E ELEVATION SECTION FROM THE ZONE ELEVATION ION (NGVD 29) SFHA (NGVD 29) 9) 37 Broken Dike Portion of Way Property B L10.6 feet 11.7 feet 11.6 feet Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated.by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA CONDITIONAL L.OMR-F DETERMINATION This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the proposed described portion(s) of.the property(ies) would not be located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood)if built as proposed. Our final determination will be made upon receipt of a copy of this document, as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form certifies the subject property is reasonably safe from flooding in accordance with Part 65.5(a)(4)of our regulations. Further guidance on determining if the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01. A copy of this bulletin can be obtained by calling the FEMA Map Assistance Center toll free at(877)336-2627 (877-FEMA MAP)or from our web site at http://www.fema.gov/mit/tb1001.pdf. This document is not a final determination;it only provides our comment on the proposed project in relation to the SFHA shown on the effective NFIP map. - This comment document is based on the flood data presently available. The enclosed documents provide additional information regarding this request. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free.at(877)336-2627 (877'-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. - Michael M. Grimm,Acting Chief Hazard Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173014003K6906LOMAK6906SPF2 Page-2 of 2 Date: December 18,2002 Case No. U3 U1-017(1C CLOMR-F Ki Federal Emergency Management Agency Washington, D.C. 20472 3y0 0�` CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) 5.97 feet;THENCE S39°29'41"W, 18.27 feet;THENCE S61°50'45"W, 8.33 feet;THENCE N77°00'42"W,6.94 feet;THENCE S71°29'06"W, 56.65 feet;THENCE N51°42'03"W; 16.66 feet;THENCE S85°53'14"W,22.49 feet;THENCE N09°02'38"W, 14.37 feet; THENCE to the POINT OF BEGINNING, N42°38'47"E, 84.11 feet; said parcel containing 4084t s.f. (0.094 acres). PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of.this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore,any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. CONDITIONAL LOMR-F DETERMINATION (This Additional Consideration applies to the preceding 1 Property.) Comments regarding this conditional request are based on the flood data presently available. Our final determination will be made upon receipt of this Comment Document, certified as-built elevations and/or certified as-built survey. Since this request is for a Conditional Letter of Map Revision based on Fill, we will also require the applicable processing fee, and the "Community Acknowledgement"form. Please note that additional items may be required before a final as-built determination is issued. This letter does not relieve Federal agencies of the need to comply with Executive Order 11988 on Floodplain Management in carrying out their responsibilities and providing Federally undertaken, financed, or assisted construction and improvements, or in their regulating or licensing.activities. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at hitp://www.fema.gov/nfip/. t Michael M.Grimm,Acting Chief Hazard Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173014003K6906LOMAK6906SPF2 Swanson Structural. Inc Paul W.Swanson,RE Engineering Services 116 Forest Stree comneercial Franklin,MA 02038-257, residential Phone 50&-520-133. heaq timber Fax 508-520-133• Ptruhg�Swansoff&v�turaLcon �. Z Sx 9,5 LVL. l'10 4L,4­T/1 4z;� >c I ' 1sx x 2.o xitoF 23I x�ob x 1,4xrvc 2?7 o F ` p LI/L. k�g ono �S1^lANSON ~ �+. 4 5:5 y �ucruA L 223 i t 2'j N a �"Isn VL Glrck - ok o L V L wo TC-t- %�D 7„ Job.Name �re r OS w cy S ._Job Number — S Location / ro J� t� Sheet —of_ Client --- . - By --- 4L1/t/S _Date I ' � j Dormer Girder Check: LVL TJ-BeamS6.16 War Nmb`ee�` .7DC041 03419 1 3/4" X J 1/4" 1.9E MiCr olhm® LVL User.2 W 412005 4:55:00 PM Pagel Engine VeNen:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Men*,et.Slope:912 Roof Slope9A2 ---�'�j ------------- 1 ,E b- 22- A All dimensions are Itorizotital. Product Diagrawk is Conce>ptuaL LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8" Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Snow(1.15) 25.0 To 25,0 15.0 To 45.0 11'To 22' Replaces SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDeadlUpliftlTotal 1 Stud wall 3,59' 1,50" 206!249101455 L1:Blocking 1 Ply 1 3/4"x 9 1/4"1,9E Microllam®LVL ?�� —=i�•2 2 Stud wall 3.50" 1.50" 2521424101676 R1:Blocking 1 Ply 1 314"x 9 114"1.8E MicrollanV LVL -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s): L1:Blocking,Ri: Blocking ill.f�;, 'T'UCiUR::L DESIGN CONTROLS: G Maximum Design Control Control Location ' - Shear(lbs) -662 -599 3537 Passed(17%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 2881 2881 6442 Passed(45%) MID Span 1 under Snow loading �sSl Live Load Defl(in) 0.745 1.354 Passed(U436) MID Span 1 under Snow loading Total Load Defl(in) 1.743 1.806 Passed(U186) MID Span 1 under Snow loading 2 / -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. . ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -(Minimum cut length)_(Overall horizontal length)x 1.250+6 15/16' PROJECT INFORMATION: OPERATOR INFORMATION: Chandler Bosworth Paul Swanson 37 Broken Dike Way Swanson Structural,Inc. Centerville,MA 116 Forest Street ,f 6 b b s Franklin,MA 02038 t Z Phone:508-520-1333 2 o Fax :508-520-1334 paul@swansonstructural.com copyright 0,2004 by Trus Joist, a Weyerhaeuser Business Hicrollam®is a registered trademark of Frus Joist. C:\Documents and Settings\paul\Desktop\swanson.structurai\1001-1099\1054 chandler Bosworth\oormer Rafter Check 2x10.sms p`QF tHE Tp�� The own of Barnstable eAANSTABLE. Department of Health Safety and Environmental Services MASS. PI1639. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 _ 1 Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection P�� Location _ -T�)k Permit Number 6 3 Ott 9 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: `v �� Lv , s ) 1i�N e C-L e-J `f U C- 1 t n " C, J v S ' S Please call: 508-862- for re-ins a io . Inspected by n Date Ile N/F BARBARA BEANE F MAP 228 N/F N JOHN & KATHEBINE DOHERTY PAR' .194 REGINA M. HURLEY ASSESSORS MAP 228 ASSESSORS MAP 228 N/F PARCEL 59 PARCEL 58 GERALD DAMBROSIO ASSESSORS MAP 228 PARCEL.56 BENCHMARK SET TOP OF CONCRETE BOUND / ).)•i s 1� ELEV 5.18' NGVD 1 �'- OF J ` EXISTING f l J FOUNDATION O HIGH PT. 15.0- CN 00 .•�• TE: SEP11C LOCATED GREATER ER THAN ' a NTS ARE a 10' OFF THE FOUNDATION f ti co ..� V E GETATIVE m �', % \••�'..EDGE pF N/F CCHANDLER BOSWORTH l ASSESSORS MAP 228 @ \ PARCEL 139-002 38,182f S.F. OF UPLAND 0.86t ACRES Y \ \ WETLAND 7.2t ACRES a rn O \ TOTAL AREA 8t ACRES N \ THE STRUCTURE IS LOCATED IN ZONE B & C o m \ �/ '• AS REDISIGNATED BY FEMA IN AUGUST OF 2002 co N PREPARED FOR: BOSWORTH ASSOC. N P.O. BOX 685 1645 FALMOUTH RD, Q UNIT C, 2nd FLOOR o -oop \ CENTERVILLE, MA o I HEREBY CERTIFY TO THE BEST OF THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, NOFAIga 657 MAIN STREET WEST YARMOUTH MA. 0 INFORMATION AND BELIEF THAT THELL a LOT CORNERS, DIMENSIONS AND SETBACKS TO TO THE STRUCTURE AS SCALE: 1"=50' LL DETERMINED BY INSTRUMENT SURVEY ' u CRI►IOA y _ . CERTIFIED a AND AS SHOWN ON THIS. PLAN ARE �, FIELD 9 PLOT PLAN CORRECT. DATE: 10/17/03 #37 Al .s , BROKEN DIKE WAY JOB#: 48243.00 o CRAIG A. FIELD, PLS DATE } +% �V BARNSTABLE v FOR THE BSC GROUP, INC. MASSACHUSETTS SHEET 1 OF 1 co v a n; . ;1 a 5 7 j •,, " h4 °,J M'• 9 A PEAS E 65 Al 8 00 o P .jo vR - /.2 > AC 2 E6 �aU ri why h y� tfr5" tAlj .57•/0 ••w a Q o; . ��L ate- T O! � -, q ,R.Z��g1�' � •'gyp 27, oS2=`59.i"T. 1 9r'� c.o'i J /� p• � 3 N �n /.G f AIL cL'ES IL 3-3 B , 1 Q FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1-7. iv SECTION A•PROPERTY OWNER INFORMATION For Insurance Company Use. G�yl© BUILDING OWNER'S NAME Policy Number CHANDLER BOSWORTH BUILDING'STREETADDRESS-(IOGuding Apt.,Un uite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number �#37 BROKEN DIKE WAY �3 CITY STATE ZIP CODE BARNSTABLE MA 02632 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) ASSESSORS MAP 228,PARCEL 139-002 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) RESIDENTIAL LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type): or ##.; ) ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE 250001 BARNSTABLE MA B4.MAP AND PANEL B5.SUFFIX B7.FIRM PANEL B9.BASE FLOOD ELEVATION(S) NUMBER B6.FIRM INDEX DATE EFFECTIVEIREVISED DATE B8.FLOOD ZONE(S) (Zone AO,use depth of flooding) 2500010008 D 7/2/92 702 B&A 10.6 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profile N FIRM ❑Community Determined ❑Other(Describe): B11,Indicate the elevation datum used for the BFE in 139:N NGVD 1929 ❑NAVD 1988 ❑Other(Describe): 1312.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date_ SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:N Construction Drawings" ❑Building Under Construction" ❑Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 4(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,ARIAE,AR/A1-A30,AR/AH,ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum NGVD Conversion/Comments_ Elevation reference mark used RM-16 Does the elevation reference mark used appear on the FIRM? N Yes ❑No o a)Top of bottom floor(including basement or enclosure) 10. 7 ft.(m) o b)Top of next higher floor 17.2 ft.(m) U) o c)Bottom of lowest horizontal structural member(V zones only) N.A Nrn) o ca 0 o d)Attached garage(top of slab) 14. 0 ft.(m) E o,e)Lowest elevation of machinery and/or equipment u, servicing the building(Describe in a Comments area) 11.7 ft.(m) E o f)Lowest adjacent(finished)grade(LAG) 11.7 ft.(m) z' o g)Highest adjacent(finished)grade(HAG) 14. 0 ft.(m) o h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade N/A J o i)Total area of all permanent openings(flood vents)in C3.h N/A sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIERS NAME CRAIG A.FIELD LICENSE NUMBER 32039 TITLE LAND SURVEYOR COMPANY NAME THE BSC GROUP,INC. ADDRESS CITY STATE ZIP CODE 657 MAIN STREET,ROUTE 28 WEST YARMOUTH MA 02673 SIGNATURE DATE TELEPHONE 11/21/02 508-778-8919 FEMA Form 81-31,JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS - w T' IMPORTANT: In these spaces,copy the corresponding information from Section A Forinsurance Company Use: BUILDING STREET ADDRESS(Including Apt,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Poricy Number #37 BROKEN DIKE WAY CITY STATE ZIP CODE Company NAIC Number CENTERVILLE,BARNSTABLE MA 02632 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenUcompany,and(3)building owner. COMMENTS ❑Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1.Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed—see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is _ft.(m)_in.(cm)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,9 available). E3.For Building Diagrams 6-8 with openings(seepage 7),the next higher floor or elevated floor(elevation b)of the building is _ft.(m)_in.(cm)above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4.For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑No ❑Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,C(Items C3.h and C3.i only),and E for Zone A(without a FEMA4ssued or community- issued BFE)or Zone AO must sign here. The statements in Sections A,B,C,and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CRAIG A FIELD ADDRESS CITY STATE ZIP CODE 657 MAIN STREET,ROUTE 28 WEST YARMOUTH MA 02673 SIGNATURE DATE TELEPHONE 11/21/02 508-778-8919 COMMENTS NEXT HIGHEST FLOOR IS A SUNKEN LIVING ROOM,THE MAJORITY OF THE FIRST FLOOR WILL BE AT ELEVATION 18.2 ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1.❑The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑A community official completed Section E for a building located in Zone A(without a FEMA4ssued or community-issued BFE)or Zone AO, G3.❑The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6.DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7.This permit has been issued for. ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: _.._ft.(m) Datum:_ G9.BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑Check here if attachments FEMA Form 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS Affidavit of Substantial Financial Interest on oath depose and state as follows: 1. I m an applicant for a building permit for he prope loca ed at Ma , Parce X-00-2,:-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 paragra h 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or eq6itable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is I have. had a 1% or greater legal or equitable interest in the following properties Aich have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year,'I have submitted 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 D building permit applications for property in. which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and p ties o p rju of 200 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT L r The Commonwealth of Massachusetts -- Department of Industrial Accidents = - O ce of/naestigatioffs . 600 Washington Street o E Boston,Mass. 02111 = Workers' Compensation Insurance Affidavit name: location: city - hone# 43 ❑ I am a homeowner performing all work myself I am a sole pr rietor and have no one worku in ca acity // I am an employer,providing workers'compensation for my,einployees•working•on this job..: .: .::. {`01. :a ::::.::.::..::::::•.:..::::.:::::._::::::::.:::::::::..::.::::::::.: ......... .............. .:.:..::: .:.::.::.:.:._:::.::......... lEt5t11 :::::::.:: >::: :'::: >::;:'•?<:::;:i:'i';::;>::;:;:;:;;:::::::;: :i::: :::;;:;:::;::;:.;:::;;<i:::> :<>:::::%:i: i?:'::; .. ....... ......... :.: ❑ I.am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who have > ation olices: the following workers compens............p....::.::::::::.:.:::::::::::.::::.:::::.: :.:::::::::::::.:::::::::::::.:::.::.::::::::::::::::.:::::::.::.:::.:.::::::::::::::::::.::::..;..::....:: omanv nam r....r. 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' ': ' '.....I `: '2�•;:.:3::•.�:::.:,.:: s: �.. > ,r srr;...,..,.,.. •:..r..-... :G.' :1/'Y:Y:;tii:v{i::;:' :<:;i::;i:::;::L: .:,F:i:'iii.';:'C;: .....................:.............:...........:.......:....... n ::....... .............. ...........r.......................................... ............n.....3......l-.....+........... ,.....rx...:;...........n...•iiii.,,.Jf`:?.;v.i�•'iiiii::: ------------- .i..................:: :.�:::::::::::::::::w:::::n�::::::•:::.�::•y};}iiii}ii:.�:::.�:::::::::::::.�r:v::::::-•.�::: .T.•:n�:.�:•:::: y_ .. .. .. .... :insurance co:;.;:.;:�;:;;•:•;:<;;•>:.:.;:;•;:;;.;:•:;-:�;:.;:.:.;:.:;.:;.:;;.;:.:;.;:;.;;:;:.:::::::::::::::::::.:::.:::.�:..:.�::::::.:::::::::::::::;:::::: :::: ...................:. :::::.....::..................:.;...r..r..,.........:....::..........:..;::............:::..........::..:.. c as.name......... .. ... :address .... c>1> i ........... :.:�::;•i:•»::::•:•:}y;.�::::';••}::.�:?:•:::-•T:•:;;:•i:•:T:;vr:::::::::::::::::::::::::::::::.�::.':':':::::•:::.;ti:.:�::t:•:+:+ii:i•;;:y;:::i,;.:.;�:::...+.:::•::: y.�.(r�.�...,y..�.�.{...........A..:. .........n...........e...........-.....................r...........�....-..........,rv.•:h�.,v:.�::::::::::>�:..�:::::::: .,.3:.v v.v:--:.'::.:::::::.:::::nvr::v. gi Faffure to secure coverage a, gnired ender Seetio of MGL 15Z can lead to the imposition of crLninal penalties of a See up to S1,500.00 and/or one years'imprisonme v8 enalHes the orm of a STOP WORK ORD$R and a 8ne of 5100.00 a day against me. I m►deratand that a' copy of this sta e f rded o ffice f]:nvestigatipns of the DIA for coverage verification. - ' hereb c t p -o-perjury-that-the-information-pr-ovided-above-is_true-and-co .ect____ Signatur Date D �— Priest name Ptone# official use only do not write in this area to be completed by city or town offidal city or town: permitAicense# OBuilding Department OLicensing Board ❑checkif immediate response is required ❑Selectmen's Office _❑Health Department contact person: phone#; ❑Other (revised 9195 PJE) 1 s 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 r 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'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-You ale required,fo obtam.a workers compensation policy,please cail`the Depaitinent 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 pernntllicense number wluch willbe used as a reference number..The.affidavits may Ile' _.t� the Department Ii mail'or FAX unless oth&arrangements have been made: y... :. . 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 Office of Investigatloas 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 0'roYr Y'Aliam Daniels To:Fax#5087905982 Date:7/31/102 Time:16:41:04 Papa 1 of 4 Permit.Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename:C:\Program Files\AutoCAD R I 4\DRAW\BOSWORTH\BOSWORTH,CCK TITLE: NEW HOME CITY: C o`7-rE—;R-V STATE: Massachusetts HDD: 6267 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 07/31/02 DATE OF PLANS: 7/29/02 PROJECT INFORMATION: CHADLER BOSWORTH RESIDENCE COMPLIANCE: Passes Maximum UA=791 Your Home=737 6.8%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 2913 30.0 0.0 102 Wall 1: Wood Frame, 16"o.c. 4182 19.0 0.0 196 Window 1: Vinyl Frame,Double Pane with Low-E 892 0.330 294 Door 1: Solid 20 0.400 8 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2913 19.0 0.0 137 Furnace 1: Forced Hot Air, 84 AFL1E COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release 1 b and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist.. The heating load for this building,and the cool' g load if appropriate,has been determined using the applicable Standard Design Conditions ' in de. The H C equipment selected to heat or cool the building shall be no greater than 125%of the deli 1 d as e ifi in 780CIviR 131 and J4.4. 01 Builder/Design r Date f • From:William Daniels To:Fax#5087905982 Date:7/31/102 Time:16:41:58 Page 2 of 4 MECcheck Inspection Checklist Massachusetts Energy Code MECcheck.Software Version 3.3 Release 1 b DATE: 07/31/02 TITLE:NEW HOME Bldg. Dept. ! Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ J 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] ( 1. Window 1: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 y For windows without labeled U-factors,describe features: 4 Panes Frame Type _Thermal Break?[ ] Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.400 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 84 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture 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 cfm(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 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ' Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Ducts shall be insulated per Table J4.4.7.1. From:William Daniels To:Fax#5087905982 Date:7/31/102 Time:16:42:51 Page 3 of 4 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. [ ] The HVAC system must provide a means for balancing air and water systems. 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: [ ) 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: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ J 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. Heating and Cooling Piping Insulation: [ ) HVAC piping conveying fluids above 120°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. a I From:William Daniels To:Fax#5087905982 Date:7/31/102 Time:16:43:35 Page 4 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. lnsulation 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 Range F 2"Runouts l"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) Board of Building Reggulations One Ashburton Place, Ism 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Number: CS 019611 Expires:09/22/2003 Restricted To: 00 - WARREN C BOSWORTH 133 ASHLEY DR CENTERVILLE, MA 02632 Tr.no: 5486 Keep top for receipt and change of address notification. � �i� 1�oa�rr�arwaea�i o�✓Lfaa�aac�w�fQ ` BOARD OF BUILDING 'REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 019611 I F Expires:OW22/2003. Tr.no: 5486 RestrJcbsd: 00 WARREN C BOSV#DM 133 ASHLEY DR ,�—� CENTERVILLE, AAA 02832 Administrator 00-35,000 d enclosed spew (MGLC.t12s*w—. 1A-Mawnry only I G-1&2 Family Homes Failure to possess a currant edition of Ow Massachusetts State Building Cods Is awe for nvoatbn of thb license. DIG SAFE CALL CENTER: (888)3M-7233 i i ! BOOKSU7PAGE 214 i • i 14852 �i I, CATHERINE M. ELLIOTT of Barnstable (Centerville), Barnstable County, Massachusetts, for consideration paid and in 'i full consideration of ONE HUNDRED FIFTY THOUSAND ($150,000.00) DOLLARS, grant to ALLEN J. WHITE of Rivera End, Barnstable (Centerville), Barnstable County, Massachusetts, and CARL S. RIEDELL of 178 Scudder Road, Barnstable (Osterville), Barnstable} ' County, Massachusetts, as tenants in common, with QUITCLAIM COVENANTS, certain parcels of vacant land situated in Barnstable i I (Centerville), Barnstable County, Massachusetts, bounded and described as follows: PARCEL 1 A parcel of vacant land shown on a plan of land entitled I' P "Plan of Land - Centerville, Barnstable, Mass. as Surveyed for Robert S. & Catherine M. Elliott" dated August 1973, drawn by Whitney & Bassett - Architects & Engineers, recorded at the 1 i Barnstable County Registry of Deeds in Plan Book 275, Page 5, ybeing more particularly bounded and described as follows: NORTHEASTERLY by Strawberry Hill Road., a town way, five hundred fifty-eight and 63/100 (558.63) feet; EASTERLY by land now or formerly of the Greek Community of Cape Cod, Inc., six hundred four and 99/100 (604.99) ' i feet; NORTHEASTERLY by said land of the Greek Community of 1 Cape Cod, Inc., twenty-six and 90/100 (26.90) feet; i SOUTHEASTERLY by Falmouth Road (Route 28), six hundred{ seventy-three and 08/100 (673.08) feet; and WESTERLY by Elliott Street, land now or formerly of John Peter & Dianne Elliott, land now or formerly of Alfred C. & Franci� E. Anderson, and Elliott Street, one thousand one hundred sixty-two and 79/100 (1162.79) feet. Containing 10.89 acres more or less. E Said Parcel 1 is conveyed together with the benefit of ALGaN•SCHILLING ' AT MR1/AT LAM Ms MAIN ONItR 011 MMILUL MAN.0116M •' I i i . g00K3117PACE 215 reservations and rights contained in a deed of Elizabeth M. Elliott to Alfred C. Anderson et ux dated June 16, 1969, recorded • e in Barnstable Book 1440, Page 397, insofar as the same are now in force and applicable. For title to Parcel 1 see deed of Elizabeth M. Elliott to Robert S. Elliott and Catherine M. Elliott, husband and wife as tenants by the entirety, dated March 8, 1971, recorded in Barnstable Book 1501, Page 1004. Robert S. Elliott having died on February 25, 1979. PARCEL 2 A certain parcel of vacant land situated on Elliott Road shown on a plan of land entitled "Plan of Land in Centerville Barnstable Mass. for Carl S. Riedell a Allen J. White" dated April 30, 1980, drawn by Eldredge Engineering Co., Inc., recorded �f in Barnstable County Plan Boo Page 4 b ie ng more particu 3 6 V larly bounded and described as follows: SOUTHEASTERLY by Elliott Road by three courses, three hundred eighty-two (382) feet, two hundred thirty-eight and 71/100 (238.71) feet and one hundred (100) feet respectively; SOUTHWESTERLY by land now or formerly of R. P. Elliott, eighty-two and 47/100 (82.47) feet; SOUTHERLY by said land of R. P. Elliott, one hundred ninety and 98/100 (190.98) feet] SOUTHWESTERLY by other land of the Grantor, two hundred four and 59/100 (204.59) feet; SOUTHEASTERLY by said Grantor's other land by the edge of upland, about two hundred ninety (290t) feet; SOUTHWESTERLY by a portion of land now or formerly of Antanas a K. Valiuskis, about ninety- eight (98t) feet; SOUTHEASTERLY, SOUTHERLY and SOUTHWESTERLY by the Centerville River, about six hundred fifty (6501) feet; L NORTHWESTERLY by land now or formerly of"John 6 1. Katherine A. Doherty, about one hun- dred ninety-eight (1981) feet; _ 2 - . I I 1 _ m3f va 216 " 4 NORTHEASTERLY by land now or formerly of Ernest W. and Marion E. Marek and land now or formerly of William J. & Paula 0. Connolly, about two hundred twenty- eight (2261) feet; NORTHWESTERLY, NORTHERLY, NORTHEASTERLY, NORTHERLY and NORTHWESTERLY by said land now or formerly of William J. and Paula O. Connolly and land now or formerly of John and Katherine A. Doherty, being the edge of upland and land now or formerly of Kalevi & Pauline Porkka and land now or formerly of Edward G. Drinkwater Jr. et al and land now or formerly of Robert F. Cross III,.a portion of which being byy the center line of a ¢itch, about 'Ih tesn hundred sixty-times 1363 ) feetj and NORTHEASTERLY by land now or formerly of Jerome H. fi Mildred Gedritisa 375•38• ; Containing, according to said plan, about 14.91 acres } of upland and marsh, more or less. i PARCEL 3 A certain parcel of vacant land, being triangular in 1 shape, situated on Elliott Road and Elizabeth Drive, bounded and described as follows: �8888i NORTHWESTERLY by Elliott Road and Elizabeth Drive, i about three hundred fifty (350t) feet,, ) ' SOUTHWESTERLY by land now or formerly of Alice Smith; ; and 3 , NORTHEASTERLY by land now or formerly-of Fred P. Perry. 'Containing about 1.56 acres, more or less. Meaning and intending and hereby conveying all of the land owned by the Grantor shown on Barnstable Assessors Map 227 - as Lot 22, however else the same may be bounded and described. Parcel 3 herein does not create any new boundaries. For title to Parcels 2 and 3 see a portion of the land `contained in a deed of Elizabeth.M. Elliott to Robert S. Elliott :and Catherine M. Elliott, husband and wife as tenants by the ::Cg A' 3 — ,_ 50a3li7na 217 entirety, dated November 16, 1971, recorded in Barnstable Deeds Book 1558, Page 231. So much of the premises are conveyed as lies by impli- cation of law within the sidelines of Elliott Road are subject to the rights of the Grantor and all persons now or hereafter entitled to use the same for all purposes for which ways are used in the Town of Barnstable. i Said Parcels 1, 2 and 3 are conveyed subject to and I. with the benefit of all rights, restrictions, reservations and I easements of record, insofar as the same are now in force and applicable. r t WITNESS my hand and seal this 7, day of , 3.980. R� CD // 1-• CD Q� N 49 COMMONWEALTH OF MASSACHUSET,TS Barnstable, as. 1J. 1980 i I Then personally appeared the above named CATHERINE M. ELLIOTT and acknowledged the foregoing instrument to be her free ` � before me act and deed ..a 1 Not ry Pu My com.Asaion expires �� 360)- - 4 - . i►���nuciiJUN3080 . , i _ F ♦ G G il G 9 G 9 f G G G W, Western Surety C , n a n u n a u G LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. „ G G KNOW ALL MEN BY THESE PRESENTS: BOND No. L& P- 4 300 3 9 5 5 7 n G That we, Warren Chandler Bosworth Jr of the Town of B a r n s t a b l e State of M a s s a c h 1 sin t t s , as Principal, and WESTERN SURETY COMPANY, . a corporation duly licensed to do business in the State of m a s s a c h u s e t t s , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Five thousand and no/100 DOLLARS ($ 51000.00 ) (NOT VALID FOR MORE THAN$25,000) 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 Street Permit bond by the Obligee. NQW!' FORE, if the Principal shall faithfully perform the duties and comply with the laws and orb�ar s. iinclu ngall amendments), pertaining to the license or permit, then this obligation to be void, o- , rwis m o relYi `.14n full force and effect for a period commencing on the f i f t h day of Au ust 2002 fifth q , and ending on the day August 2 0 0 3, unless renewed by continuation certificate. S FRIi9bond Vy bertrminated at any time by the Surety upon sending notice in writing to the Obligee and to the ncipal in ca �,of the Obligee or at such other address as the Surety deems reasonable, and at the expira- tiAt 'f't P" tg ';3J'�9) days from the mailing of notice or as soon thereafter as permitted by applicable law, whicheve��s' te�,this bond shall terminate and the Surety shall be relieved from an y for any subsequent acts or omissions of the Principal. Dated this f if t h day of August 0 2 i 37 Broken Dike Rd Principal Centerville MA 02632 Principal Countersigned WESTER SURETY C O A N Y G , n By By T Resident Agent President „ r ° F ACKNOWLEDGMENT OF SURETY G STATE OF SOUTH DAKOTA 1 (Corporate Officer) County of Minnehaha f ss On this f if t h day of August 2002 ,before me,the undersigned officer,personally appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing F instrument for the purpose therein contained,by signing the name of the corpo on by himself as such officer. ; n IN WITNESS WHEREOF, I have hereunto set'my hand and official se y r +Cy6ViVjVjVj'7Gr�G4Ca4CeCeGG6j'?iVjC79r:-} n J. RHONE s NOTARY PUBLIC 0 9EAL SOUTH DAKOTA SL s otary Public, South Dakota n n My Commission Expires 6-12.2004 Western Surety Company e 101 S. Phillips Ave. n u Form 849-A—12-97 Sioux Falls, SD 57104 • 1-605-336-0850 _— I , c ➢ c ➢ 's ACKNOWLEDGMENT OF PRINCIPAL ! F (Individual or Partners) F ' STATE OF G ' ➢ F SS tl County of f ' y1 p ➢ G ➢ ;ry On this day of ,before me personally appeared . G ➢ p tl tl ➢ e F ' F e 7 ➢ c 6 J known to me to be the individual— described in and who executed the foregoing instrument and acknowledged to me that_he_ executed the same. p ➢ My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) :. STATE OF ss County of On this day of ,before me, Yf p� personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public p 6 6 � p p F C—+ F 6 � F • 6 F F y e F �l dry F p � F 7 Z p Q L O F-I tl F a4 W a o F a� z z 4-1 5 O i o Cn - a STANDARD FORM From the Office of: PURCHASE AND SALE AGREEMENT Mark H. Boudreau, Esq. 396 North Street Hyannis, MA 02601 ed8b�� This day of 2000 1. PARTIES CARL S. RIEDELL and ALLEN J. WHITE, of AND MAILING ADDRESSES hereinafter called the SELLER,agrees to SELL and W. CHANDLER BOSWORTH, JR. OR NOMINEE, of P.O. Box 685, (fill in) Centerville, Massachusetts 02632 hereinafter called the BUYER or PURCHASER, agrees to BUY,upon the terms hereinafter set forth, the following described premises: Land on Broken Dike Road, 2. DESCRIPTION Centerville, Massachusetts containing 8 acres as shown on . Assessors Map 228, Parcel 139-2, and recorded at the (rill in and include Barnstable County Registry of Deeds in Book- 311,7.,_ Page 214 . title reference) 3. BUILDINGS, Included in the sale as a part of said premises are the buildings, structures, and improvements now STRUCTURES, thereon,and the fixtures belonging to the SELLER and used in connection therewith including, if IMPROVEMENTS, any,all wall-to-wall carpeting, drapery rods,automatic garage door openers,venetian blinds, FIXTURES window shades, screens,screen doors, storm windows and doors,awnings, shutters,furnaces, heaters, heating equipment,stoves, ranges,oil and gas burners and fixtures appurtenant thereto, (rill in or delete) hot water heaters, plumbing and bathroom fixtures,garbage disposers,electric and other lighting fixtures, mantels, outside television antennas, fences, gates, trees, shrubs, plants, and, ONLY IF BUILT IN, refrigerators, air conditioning equipment, ventilators, dishwashers, washing machines' and dryers; and but excluding 4. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deed running to the BUYER, (fill in) or to the nominee designated by the BUYER by written notice to the SELLER at least seven Include here by specific days before the deed is to be delivered as herein provided, and said deed shall reference any restric- . convey a good and clear record and marketable title thereto,free from encumbrances, except tions, easements, rights (a) Provisions of existing building and zoning laws; and obligations in party (b) Existing rights and obligations in party walls which are not the subject of written agreement; 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 pro- vision to protect hibit or materially interfere with the current use of said premises; SELLER against BUYER's *(f) 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 TITLE sufficient 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 TWO HUNDRED THOUSAND .AND 00/100 (rill in);space is ($2 0 0, 0 0 0.0 0) dollars,of which allowed to write out the amounts if $ 10, 000.00 have been paid as a deposit this day and desired $ $ 190, 0 0 0.0 0 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). $ 200, 000 .00 TOTAL COPYRIGHT©1979, 1984, 1986, 1987, 1988;'1991 All rights reserved. This form may not be copied or reproduced in whole 'ts ti GREATER BOSTON REAL ESTATE BOARD or in part in any manner whatsoever without the prior express written Rev. 1999 Form No.R3576 `°°"`°°`°` �oropruarT < consent of the Greater Boston Real Estate CWV 5.0 `x, e, I IVF 1. TIME FOR 'Such deed is to be delivered at 11 o'clock A. M.on the - *25th' day of PERFORMANCE; March 2001 ,atthe Barnstable Count DELIVERY OF Y DEED(fill in) Registry of Deeds, unless otherwise agreed upon in writing. It is agreed that time is of the essence of this agreement. *to be extended by up to three (3) months, as needed. 9. POSSESSION AND Full possession of said premises free of all tenants and occupants,except as herein provided, is CONDITION OF to be delivered at the time of the delivery of the deed, said premises to be then(a)in the same PREMISE. condition as they now are, reasonable use and wear thereof excepted,and(b)not in violation of said (attach a list of building and zoning laws,and(c)in compliance with provisions of any instrument referred to in clause exceptions, if any) 4 hereof. The BUYER shall be entitled to personally enter said premises prior to the delivery of the deed in order to determine whether the condition thereof complies with the terms of this clause. 10. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance,or to deliver possession of the PERFECT TITLE premises,all as herein stipulated,or if at the time of the delivery of the deed the premises do not OR MAKE conform with the provisions hereof,then any peyn%4 49iwade-tmder4hi�-agreernent-s 9-15e-ferthvdith— PREMISES -heret&shalt-cease-andrthisegreernent-sha#btvoid- CONFORM withotit-reeourse-te4helmr ies•hefete,-unless the SELLER shall use reasonable (Change period of efforts to remove any defects in title,or to deliver possession as provided herein,or to make the said time desired). premises conform to the provisions hereof,as the case may be, in which event the SELLER shall give written notice thereof to the BUYER at or before the time for performance hereunder,and thereupon the time for performance hereof shall be extended for a period of thirty days. 11. FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title, PERFECT TITLE deliver possession,or make the premises conform,as the case may be, all as herein agreed,or if at OR MAKE any time during the period of this agreement or any extension thereof,the holder of a mortgage on PREMISES said premises shall refuse to permit the insurance proceeds, if any,to be used for such purposes,then CONFORM,etc. any payments 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 ELECTION TO accept such title as the SELLER can deliver to the said premises in their then condition and to pay ACCEPT TITLE therefore the 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 part 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 OF DEED a 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 MONEY TO delivery of the deed, use the purchase money or any portion thereof to clear the title of any or all CLEAR TITLE encumbrances or 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 '$N/A and amounts as (b) agreed) 16. ADJUSTMENTS ' Collected rents, mortgag&interest,water and sewer use charges, operating expe1)ses(if any) (list operating ex- according to the schedule attached hereto or set forth below, and taxes for the then current fiscal penses, if any, or year,shall'be apportioned and fuel value shall be adjusted, as of the day of performance of this attach schedule) agreement and the net 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. Uncollected rents for the current rental period shall be apportioned if and when collected by either p"a"rty"'",, Copyright© 1979,1984,.1986,1987,1988,1991 Greater Boston Real Estate Board:All rights reserved. Page 2 L 17. ADJUSTMENT -If the amount of said taxes is not known at the time of the delivery of the deed,they shall be OF UNASSESSED apportioned on the basis of the taxes assessed for the preceding fiscal year,with a reapportionment AND as soon as the new tax rate and valuation can be ascertained;and, if the taxes which are to be ABATED TAXES apportioned shall thereafter be reduced by abatement,the amount of such abatement, less the reasonable cost of obtaining the same, shall be apportioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 18. BROKER's FEE A Broker's fee for professional services of N/A (rill in fee with is due from the SELLER to dollar amount or percentage;also name of fly surge the Broker(s)herein, but if the SELLER pursuant to the terms of clause 21 hereof retains the deposits ( )) made hereunder by the BUYER, said Broker(s)shall be entitled to receive from the SELLER an amount equal to one-half the amount so retained or an amount equal to the Broker's fee for professional services according to this contract,whichever is the lesser. 19. BROKER(S) The Broker(s)named herein N/A WARRANTY warrant(s)that the Broker(s)is(are)duly licensed as such by the Commonwealth of Massachusetts. (fill in name) 20. DEPOSIT All deposits made hereunder shall be held in escrow by John Alger, Esq. (fill in name) as escrow agent subject to the terms of this agreement and shall be duly accounted for at the time for performance of this agreement. In the event of any disagreement between the parties,the escrow agent may retain all deposits made under this agreement pending instructions mutually given in writing by the SELLER and the BUYER. 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 uniess-wW*h -thifty-days-a€teF4hH. - DAMAGES tin-&-forperfem►epeeef-thiregreern t*orer+rextensionfiereei the-6aL-C-R-et#ierwisermetifierthe- B I31FEf+i m-wfiti rig-- and this shall be Sellers' sole remedy at law or in equity. 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 PARTY provisions 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 If 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, SHAREHOLDER, nor any shareholder or beneficiary of any trust,shall be personally liable for any obligation,express or BENEFICIARY,etc. implied,hereunder. 25. WARRANTIES AND The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor REPRESENTA- has he relied upon any warranties or representations not set forth or incorporated in this agreement or TIONS previously made in writing,except for the following additional waranties and representations,if any,, (rill in);if none, made by either the SELLER or the Broker(s): None state "none"if any listed,indicate by whom each war- - anty or represen- tation was made 26. MORTGAGE In order to help finance the acquisition of said premises,the BUYER shall apply for a conventional CONTINGENCY bank or other institutional mortgage loan of$ 140, 000.00 at prevailing CLAUSE rates,terms and conditions. If despite the BUYER's diliggent efforts a commitment for such loan (omit if not cannot be obtained on or before February 1 , 2001 the BUYER may terminate provided for this agreement by,written notice to,the SEQI R and/or the Broker(s),as agent(s)for the SELLER, in Offer to prior to the expiration of such time,whereupon any payments made under this agreement shall be Purchase) forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. In no event will the BUYER be deemed to have used diligent efforts to obtain such commitment unless the BUYER submits a complete mortgage loan y application conforming to the foregoing provisions on or before October 20 , 2000 . y. `7 ;.S ice• ��` „?; .. r t•,i t , t j:. ' Copyright© 1979,1984,1986,1987,1988,1991 Greater Boston Real Estate Board. All rights reserved. Page 3 �7.^ CONSTRUCTION This ins"trument,executed in multiple counterparts,is to be construed as a Massachusetts contract, is OF AGREEMENT to take effect as a sealed instrument, sets forth the entire contract between the parties, is binding upon and enures to the benefit of the parties hereto and their respective heirs,devisees,executors, administrators, successors and assigns,and may be cancelled,modified or amended only by a written instrument executed by both the SELLER and the BUYER. If two or more persons are named herein as BUYER their 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 part of this agreement or 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 six years LAW of 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 department DETECTORS of 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 (1) Contingent. upon obtaining a building permit for a 5-bedroom home. (2) Buyer to be responsible for all costs incurred for engineering and permitting. FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978, BUYER MUST ALSO HAVE SIGNED LEAD PAINT"PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE: Thi is a 71e;galdocume t that creates binding obligations. If not and ood,consul an aft . SELLER(or spouse) S. RIEDELL SELLER ALLE J. WHITE 1 Taxpayer ID/ Taxpayer ID/ BUYER W. NDLER TH, JR. BUYER OR NOMINEE Taxpayer ID/ Taxpayer ID/ N/A Broker(s) V O:" , c Copyright 0 1979,1984,1986,1987,1988,1991 Greater Boston Real Estate Board. All rights reserved. Page 4 EXTENSION OF TIME FOR PERFORMANCE The undersigned, parties to an agreement dated October 4, 2000, for the purchase and sale of the property at Broken Dike Road, Centerville, Massachusetts, hereby extend the time for the performance of the agreement until 10 :00 A.M. o'clock on the first day of August, 2002, time being of the essence of the agreement as extended. In all other respects the agreement is hereby ratified and confirmed. This extension, executed in multiple counterparts, is intended to take effect as a sealed instrument. S L ( s o se) SELLER (or spouse) U BUYER I Br ker(s) Date: ' LAW OFFICES OF PHILIP W BOUDREAU 396 NORTH STREET .X.r•};•. ,, - t My ANNIS,MA 02501 rELEPHON61l0®77S•1066 l Z `d 22Lo T L.L. 80S S30I AA0 md1' nu3sanoa SS =S T 2002 T Z AUW 9 LAW OFFICES OF PHILIP M. BOUDREAU 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601 Telephone:(508)775-1085 Telefax:(508)771-0722 Philip M.Boudreau Philip Michael Boudreau Mark H.Boudreau August 7, 2002 Thomas Perry, Building Commissioner Town of Barnstable Main Street Hyannis, MA 02601 RE: Assessor's Map 228 Parcel 139-02 Dear Mr. Perry: I am writing regarding the buildability ofthe above referenced property located on Broken Dike Way,Centerville. The property has been owned by Allen J.White and Carl S.Riedell since 1980 as per the deed into them, a copy of which is attached hereto. At present, the property is under Agreement with W. Chandler Bosworth,.Jr. who is applying for a Building Permit. The parcel is located within zoning district RC whose minimum square footage requirements increased in 1985 from 20,000 square feet to 43,560 square feet. Since 1985, the .property has been held in ownership distinct from that of any abutting property. Locus abuts the Centerville River in part, but also abuts ten (10) properties, copies of the deeds of which accompany this letter. Those properties and their respective chains of title for the pertinent time frame are as follows: 1),2)Lots 59 and 55,Assessors Map 228. These two properties have been owned since 1984 by John G. Doherty and Katherine A. Doherty, Trustees of The Doherty Realty Trust. As per the included Deed, the title reference is Certificate of Title No. 99508. 3)Lot 54, Assessors Map 228. This property has been owned by Katherine M. Frucci, Joan M. Millane,Maureen M.O'Donnell,Barbara M.Doherty,Sharon M.Frisby,Sheila M.Doherty,John G. Doherty and Mary A. Doherty since 1992. As per the included Deed, the title reference is Certificate of Title No. 128,919. From 1984 until 1992, the property was owned by John G. Doherty and Katherine'A. Doherty,Trustees of The Doherty Realty Trust. 4)Lot 194,Assessors Map 228. This property has been owned since 1993 by Barbara A.Beane. As per the enclosed Deed,the title reference is Certificate of Title No. 128973. From 1984 until 1993, the property was owned by Robert H. Scadding and Barbara A. Beane (formerly Barbara A. Scadding). 5)Lot 58, Assessors Map 228. This property has been owned since 1999 by Regina M. Hurley. As per the included Deed,the title reference is Certificate of Title No. 151791. From 1967 until 1999 the property was owned by Ernest W. Marek and Marion E. Marek. 6)Lot 56, Assessors Map 228. This property has been owned by Christopher A. Kok kinos and Sheryl A.Kokkinos since 2000. As per the included Deed,the title reference is Certificate of Title No. 157,644. From 1984 until 2000, the property was owned by Gerald J. D'Ambrosio and Madeline R. D'Ambrosio. 7)Lot 197,Assessors Map 228.This property has been owned by Charles W.Buckler and Elaine F. Buckler since 1984. As per the enclosed Deed, the title reference is Book 4284 Page 316. 8)Lot 198,Assessors Map 228.This property has been owned sine June of 2002 by Toby Alger, Trustee of Kihei Realty Trust. As per the included Deed,the title reference is Book 15273 Page 346. From 1986 until 2002 the property was owned by Shaw Taylor. From 1985 to 1986, the property was owned by Michael L.Aucoin and Sara&Rebecca's Land Company,Inc. From 1984 until 1985, the property was owned by Peter Daigle, Trustee of Spring Meadow Realty Trust. 9)Lot 148,Assessors Map 228. This property has been owned since 1984 by O.Pauline Porkka. As per the included Deed, the title reference is Book 4182 Page 104. 10)Lot 5,Assessors Map 227. This property has been owned since 1999 by Michael P. Scanlon, Mary C. Scanlon and Joyce M. Scanlon. As per the included Deed, the title reference is Book 12204 Page 234. From 1971 until 199% the property was owned by Catherine M. Elliott and Robert S. Elliott. Based upon the foregoing,it is my opinion that locus constitutes a separately buildable lot as it-has been held in separate ownership since the 1985 Zoning Amendment which increased the minimum square footage to 43,560. The lot contains approximately 38,000 square feet of upland which was more than adequate under the Zoning regulations applicable prior to 1.985. Access to the subject property is gained through a Right of Way as shown on Plan of Land recorded at the Barnstable County Registry of Deeds on Plan Book 239 Page 131, more particularly as part of Lot 7. A copy of said plan accompanies this letter. By deed recorded in Barnstable in Book 1481 Page 1100,the then owners of Lot 7 deeded this property reserving rights over the Right of way. These rights were then deeded with the subject property in 1980. If I can be of further assistance please do not hesitate to contact me. Sincerely, Mark H. Boudreau MHB/amb Enclosures iI F I 56417FAGE 21q 1485Z I, CATHERINE M. ELLIOTT of Barnstable (Centerville), Barnstable County, Massachusetts, for consideration paid and in full consideration of ONE HUNDRED FIFTY THOUSAND ($150,000.00) DOLLARS, grant to ALLEN J. WHITE of Rivers End, Barnstable (Centerville) , Barnstable County, Massachusetts, and CARL S. i RIEDELL of 178 Scudder Road, Barnstable (Osterville), Barnstable County, Massachusetts, as tenants in common, with QUITCLAIM ! i COVENANTS, certain parcels of vacant land situated in Barnstable ! i i (Centerville), Barnstable County, Massachusetts, bounded and described as follows: i PARCEL 1 • i A parcel of vacant land shown on a plan of land entitled "Plan of Land - Centerville, Barnstable, Mass. as Surveyed for Robert S. & Catherine M. Elliott" dated August 1973, drawn by Whitney & Bassett - Architects & Engineers, recorded at the 1 Barnstable County Registry of Deeds in Plan Book 275, Page 5,' being more particularly bounded and described as follows: NORTHEASTERLY by Strawberry Hill Road., a town way, j five hundred fifty-eight and 63/100 (558.63) feet; EASTERLY by land now or formerly of the Greek Community of Cape Cod, Inc., six hundred four and 99/100 (604.99) I feet; ! NORTHEASTERLY by said land of the Greek Community of Cape Cod, Inc., twenty-six and 90/100 (26.90) feet; i ! SOUTHEASTERLY by Falmouth Road (Route 28), six hundred seventy-three and 08/100 (673.08) ! feet; and ! WESTERLY by Elliott Street, land now or formerly i of John Peter & Dianne Elliott, land now or formerly of Alfred C. & Francip E. Anderson, and Elliott Street, one thousand one hundred sixty-two and 79/100 (1162.79) feet. Containing 10.89 acres more or less. Said Parcel 1 is conveyed together with the benefit of ALDER ECHILLING - ATTORNRTR AT LAW ' ORR NAIN RTRR[T • ORT ILLK.NAM.0315R •- • w. I i 50OX3117PAGE 215 reservations and rights contained in a deed of Elizabeth M. Elliott to Alfred C. Anderson et ux dated June 16, 1969, recorded in Barnstable Book 1440, Page 397, insofar as the same are now in force and applicable. For title to Parcel 1 see deed of Elizabeth M. Elliott to Robert S. Elliott and Catherine M. Elliott, husband and wife as tenants by the entirety, dated March 8, 1971, recorded in Barnstable Book 1501, Page 1004. Robert S. Elliott having died on February 25, 1979. PARCEL 2 A certain parcel of vacant land situated on Elliott Road shown on a plan of land entitled "Plan of Land in Centerville Barnstable Mass. for Carl S. Riedell 6 Allen J. White" dated' April 30, 1980, drawn by Eldredge Engineering Co., Inc., recorded in Barnstable County Plan Book.-''.; Page.: ;.`, being more particu- larly bounded and described as follows: SOUTHEASTERLY by Elliott Road by three courses, three hundred eighty-two (332) feet, two hundred thirty-eight and 71/100 (.23B.71) feet and one hundred (100) feet respectively; SOUTHWESTERLY by land now or formerly of R. P. Elliott, eighty-two and 47/100 (82.47) feet; SOUTHERLY by said land of R. P. Elliott, one hundred ninety and 98/100 (190.98) feet; SOUTHWESTERLY by other land of the Grantor, two hundred four and 59/100 (204.59) feet; SOUTHEASTERLY by said Grantor's other land by the edge of upland, about two hundred ninety (2903) feet; SOUTHWESTERLY by a portion of land now or formerly of Antanas 6 K. Valiuskis, about ninety- eight (983) feet; SOUTHEASTERLY, SOUTHERLY and SOUTHWESTERLY by the Centerville River, about six hundred fifty (6501) feet; NORTHWESTERLY by land now or formerly of John 6 Katherine A. Doherty, about one hun- dred ninety-eight (198t) feet; - 2 - 7r%GE 2!6 NORTHEASTERLY by land now or formerly of Ernest W. and Marion E. Marek and land now or formerly of William J. & Paula 0. Connolly, about two hundred twenty- eight (228t) feet; NORTHWESTERLY, NORTHERLY, NORTHEASTERLY, NORTHERLY and NORTHWESTERLY by said land now or formerly of William J. and Paula 0. Connolly and land now or formerly of John and Katherine A. Doherty, being the edge of upland and land now or formerly of Kalevi & Pauline Porkka and land now or formerly of Edward G. Drinkwater Jr. et al and land now or formerly of Robert F. Cross III,.a portion of which being byp the center line of a ditch, about 'Zirteen hundred sixty-three(1363 ) feet; and NORTHEASTERLY by land now or formerly of Jerome H. & Mildred Gedritisa 375•38• Containing, according to said plan, about 14.91 acres { of upland and marsh, more or less. PARCEL 3 � I A certain parcel of vacant land, being triangular in i - ishape, situated on Elliott Road and Elizabeth Drive, bounded and i described as follows; I NORTHWESTERLY by Elliott Road and Elizabeth Drive, about three hundred fifty (3503) feet;. SOUTHWESTERLY by land now or formerly of Alice Smith; t and 3 ' f NORTHEASTERLY by land now or formerly of Fred P. Perry. Containing about 1.56 acres, more or less. Meaning and intending and hereby conveying all of the land owned by the Grantor shown on Barnstable Assessors Map 227 as Lot 22, however else the same may be bounded and described. Parcel 3 herein does`not create any new boundaries. For title to Parcels 2 and 3 see a portion of the land j contained in a deed of Elizabeth M. Elliott to Robert S. Elliott } `and Catherine M. Elliott, husband and wife as tenants by the i 3 _ entirety, dated November 16, 1971, recorded in Barnstable Deeds Book 1558, Page 231. So much of the premises are conveyed as lies by impli- cation of law within the sidelines of Elliott Road are subject to the rights of the Grantor and all persons now or hereafter entitled to use the same for all purposes for which ways are used in the Town of Barnstable. E Said Parcels 1, 2 and 3 are conveyed subject to and with the benefit of all rights, restrictions, reservations and easements of record, insofar as the same are now in force and applicable. tl 19 ? p WITNESS my hand and seal this 7j day of 9,— , .980. i' 4. 19u �wy O ._ {V i +f d l7 ! COMMONWEALTH OF MASSACHUSEU�TS Barnstable, ss. 1980 r I Then personally a r� �I p y appeared the above named CATHERINE M. ELLIOTT and acknowledged the foregoing instrument to be her free act and deed, before me j ,NotAry Pu � �ncJ My commission expires: t 4 i w, iiit,Ujti��u JUN 3080 352087 99508 Cc .sue - rJ �u t► to N Lr • i L O � C fi o w g 14AMBACHUOLTITS OUJTCLAIN tatio) 111MORT PrOkM (INDIVIDUAL,88 1 1011N C. 110111'Pl'1' and K'AT11FRINE A. i)oIv:R1N , both of 'I.11;:o)l1th Itass V i ve T,I Ka rn,;t a h I e fin(()n)idcrjfiun paid,and in full oinsideration of '11.,u I 101IN I)OHERIA and KATHERINE A. 1)0111:R'f)', Tru-;tet- to de,�I:i ra t !10111.1, RVAL'I'N' TRIIS'l , tinder a wr i t ten ,I it k"I 3-' pl of Street, South Yarmouth, IBass River) with quilr1aftit 9111111`113nIS Massachusetts theland in jjcl rris t Ible (Centervi Ile), Barnstable Count: and 'IL-SCI-ibed as follows: (Description and emialiniIces,if any] Lots = %i, lb, 1-, 19, 44, and 4- as shown on 'subdivi-irjr. 20, 1960 drawn by Nelson Bearse-kici.;ir,! ."Urvevoi'S and filed in the Land Registration Officc at hc,-t­;, of t%hich is filed in Barnstable County Rey,istry of Deed, in the L.i.- Rej,.istrat ion Office. There is appurtenant to said lots a right of way over the street, and ways shown on said plan in common with all others lawfully ur.!' thereto. Said lots are conveyed subject to all outstanding reservations, casements and restrictions of record. For our Title see Certificate Number 30935 recorded at the Land Registration Office at Barnstable in Book240 Page 65 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEAQ,_REQ.1qTER tUitneafi our. hands and seals this 3.01.th.­..... .-...d&ayo .e.m.b.e..r..............—19 8 11 ............ .. ...... ........................................................................................ 't..... .......... .. .................. .............. ....... ...............................I.................................... DO ...... .... . ...... ...................................................................... .................................................................................................. idle �Inmmntlweisll!) at >84aesas<juaclfs Barnstable, ss. kovember 30, 19 8q Then personally appeared the above named JOHN G. DOHERTY and KATHERINE A. DOHFRT. and acknowledged the foregoing instmIrlimt to be the irn free t andlde .before e .... ......... No VV91ic—J". /7 19, (*Individual—joint Tenants—Tenants in Corrittion.) CHAFM 183 SEC 6 AS AMMMID BY CHAFM 497 OF 1969 Every deed Ititil f ii'm itball coaftift at bav* office Warm of the rw "M it the full natim --4-0 end"recital Of=cd the fail coruidessition thereof in dollars at the amum of the other considinition dador.if Dot for a'MAC Moinetsity SW&The Full Considusitim dLLU nbm the"W Prim for the CM ithoid deduction, for any liens at encurithmaceir awsmid by the Srstata at riests-ini thereon,All withisadoirmim,=a M'Z',bj be neottled as pan of the&v& Fitilus,to—ply with thb weceim don no tiffeat ebe-Mcl of NIty died.No Vt.M of deedsdeedsthen Kept It aced fair taawdms andieu it is in comphassm with the nwAiIiiiiiamu of THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) mA , F / �GL�'- L DATA � r DECD 31 t17 d� s r UITCLAIM DEED We, JOHN G. DOHERTY and KATHERINE A. DOHERTY, Trustees of THE DOHERTY REALTY TRUST, under Declaration of Trust dated December 30, 1981, being Document No. 352,086, of Pleasant Street, South Yarmouth, Barnstable County, Massachusetts, for consideration paid, and in full consideration of One Dollar, grant to KATHERINE M. FRUCCI, of 211 Pleasant Street, South Yarmouth, Barnstable County, Massachusetts; JOAN M. MILLANE, of 66 Snipsic Lake Road, Ellington, Tolland County, Connecticut; MAUREEN M. O'DONNELL, of 1417 Cando Place, Jacksonville, Onslow County, North Carolina; BARBARA M. DOHERTY, of 211 Pleasant Street, South Yarmouth, Barnstable County, Massachusetts; SHARON M. FRISBY, of 56 Cobblestone Road, Barnstable, Barnstable County, Massachusetts; SHEILA M. DOHERTY, of 211 Pleasant Street, South Yarmouth, Barnstable County, Massachusetts; JOHN G. DOHERTY, JR., of 70 Hyannis Avtvnue, liyannisport, Barnstable County, Massachusetts; and MA.RY A. DOHERTY, of 3 Silverledge Road, Newbury, Essex County, Massachusetts, as Joint Tenants with rights of survivorship, with QUITCLAIM COVENANTS, the land in Barnstable(Centerville), Barnstable County, Massachusetts, bounded and described as follows: BEING LOTS 9, 16, 17 and 19 located as shown on plan 30469-A dated December 20, 1960, drawn by Nelson Bearse - Richard Law, Surveyors, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 240 Page 65 with Certificate of Title No. 30935. For title, see Certificate of Title Number 99508, recorded at the Land Registration Office at Barnstable. WITNESS our hands and seals this_4!V y of December, 1992. The ohert Realty r `�`--- B uJ CJ � -C LC ohn G. Doherty, Trustee Katherine A. Doherty, Trustee COMMONWEALTH OF MASSACHUSETTS C` BARNSTABLE, SS: December , 1992 LAW Or.1.10.5 Then personally appeared before me the above-named JOHN G. DOHERTY REARDON.THOMAS& and KATHERINE A. DOHERTY, Trustees of The Doherty Realty Trust, and BAILEY.P.C. acknowledged the foregoing instr ment to be their free act and deed, CORNCR Or HF.ARSF.'S WAY AND HASS11 T LANE. ^ _ POST Of FILE'HOX 978 o ary Public Ei VANNIS.MASS,.O7601 Commission Expire �6/^ .. (seal) IS081 771-4644 ``' `p•' i�l'y'.� FAX (50BI 7901334 � - :��: !` it rV * TRUSTEES CERTIFICATE CJ' The undersigned, John G. Doherty and Katherine A. Doherty, Trustees of the Dorherty Realty Trust, under \a Declaration of Trust dated December30, 1981 being Document No. 352,086 recorded with the Registry District of the County of Barnstable in Book 812 Page 28, of Pleasant Street, South Yarmouth, Barnstable County, Masachusetts, hereby certify as follows: 1. John G. Doherty and Katherine A. Doherty are the sole Trustees of said Trust; 2. That the said Trust has not been altered, amended, revoked or terminated; 3. That pursuant to said Trust, the Trustees have the power to the extent directed and authorized by the beneficiaries to execute any and all documents necessary to convey title to real estate located in Barnstable (Centerville) , Barnstable County, Massachusetts being Lots 9, 16, 17 and 19 as shown on Plan 30469-A dated December 20, 1960, drawn by Nelson Bearse - Richard Law, Surveyors, and filed in the Land Registration Office in Boston, a copy of which is filed in the Barnstable County Registry of Deeds in Land Registration Book 240 Page 65 with Certificate of Title No. 30935. 4 . That the undersigned Trustees have been duly authorized by all the beneficiaries of said Trust to execute and deliver any and all documents necessary to accomplish the foregoing. 5. That the undersigned Trustees have been duly authorized by all the beneficiaries of said Trust to convey title to the real estate described above for the consideration of One Dollar. 6. That the beneficiaries are all of legal age, competence and are not handicapped. Executed as a sealed instrument this 31st day of December, ' 1992. THE DONE TY REALTY TRUST tohn G. Doherty Trust r B therine A. Doherty, v/J Trustee eb COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. DECEMBER 31, 1992 Then personally appeared John G. Doherty and Katherine A. Doherty and acknowledged the foregoing instrument to be their free act and deed before me Notary Public My Commission Expires:9/23/99 I UNT �.,.� �fAr3LE OFEDS Ft-Gt7T;�Y OF ATTEST A PEE COPY, MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS O 7 39Ph `�� 0 C QUITCLAIM DEED We, ROBERT H. SCADDING, of Lincoln Road, Barnstable (Hyannis), Barnstable County, Massachusetts 02601, and BARBARA A. BEANE, formerly known as BARBARA A. SCADDING, of 164 Katherine Road, Barnstable(Centerville), Barnstable County, Massachusetts 02632, for consideration of the mutual covenants, terms and conditions of a Separation Agreement dated September 23, 1992, Barnstable Probate and Family Court.Docket No. 9213-0006-13I, grant to BARBARA A. BEANE of 164 Katherine Road, Centerville(Barnstable), Massachusetts 02632, with QUITCLAIM COVENANTS, the land, together with the buildings thereon, situated in Barnstable(Centerville), Barnstable County, Massachusetts, bounded and described as follows: WESTERLY by a Way, one hundred (100) feet; NORTHWESTERLY by the junction of said way and Katherine Road, forty-two and 19/100 (42.19) feet; NORTHEASTERLY by said latter road, ninety-five(95) feet; EASTERLY by Lot 45, one hundred nine and 75/100 (109.75) feet; and SOUTHERLY by Lot 44, one hundred thirty-three and 67/100 (133.67) feet. All of said boundaries are determined by the Court to be located as shown on plan 30469-A dated December 20, 1960, drawn by Nelson Bearse-Richard Law, Surveyors, and filed in the Land Registaation Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 240, Page 65 with Certificate of Title No. 30935 and said land is shown thereon as LOB 43. So much of said land as is included within the limits of Katherine Road shown on said plan, is subject to a right of way reserved in a deed given by Imogene D. Small et al to John G. Doherty et ux dated October 27, 1960 duly recorded in Book 1095, Page 160. So much of said land as is included within the limits of the private ways shown on said plan is subject to the rights of all persons lawfully entitled thereto in and over the same. Said land is subject to an easement as set forth in a grant made by John G. Doherty et ux to the Cape and Vineyard Electric Company and the New England Telephone&Telegraph Company dated December 14, 1960 duly recorded in Book 1100 Page 35. Said land is subject to and has the benefit of the right, reservation and restrictions set forth in Document No. 113,447. 1 i For title, see Certificate of Title No. 94022. WITNESS my hand and seal this //+A day of INOUC.Mbe.f, 1992. 01 4R8F,RT H. C DING COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: nfuUemb�-v � 1992 Then personally appeared the above-named Robert H. Scadding and acknowledged the foregoing instrument to be his free act and deed, before me NOTARY PUBLI My commission expires: rl_bru"Alt i r 3 WITNESS my hand and seal this 7th day of January, 1993 �Barbara ifA. Bean �4erly known as Barbara A. Scadding COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: January 7, 1993 Then personally appeared the above--named Barbara A. Beane and acknowledged the foregoing instrument to be her free act and deed, before me, ._- -S ephe B. on , Notary Public My commission expires: May 3, 1996 BARNSTABLE COUNTY REGISTRY OF DEEDS A�TRRUUE COPY,ATTEST _JOHN F.MEADE,REGISTER BA�NSTA�IE REGISTRY OE DEEDS �¢ CTF#1 151741 13NRIIS NBLE Lfi i GOdRI RF:i;It;TF:''�' FIDUCIAUJZM I, JANET HILDEBRANDT, of 246 North Main Street, South Yarmouth, Barnstable County, Massachusetts, as EXECUTRIX OF THE ESTATE OF MARION E. MAREK, holder of a Decree of the Probate Court of Barnstable County dated January 20, 1999. in exercise of the power conferred by said Decree and by every other power in consideration of ONE HUNDRED FIFTY-THREE THOUSAND DOLLARS ($153,000) grant to REGINA M. HURLEY,of 52 Joan Road,Centerville,MA,individually LOT NO, 45 Subdivision Plan 30469-A dated December 20, 1960 filed with Certificate of Title No.30935 For title see Certificate of Title No. 40351 recorded in the Barnstable County Division of the Land Court. Marion E.Marek died October 6, 1998. See M792 Release of ✓ Massachusetts Estate Tax Lien,Death Certificate and Affidavit of No Divorce recorded herewith.See also M792 Release of Massachusetts Estate Tax Lien for the Estate of Ernest W.Marek recorded as Document No.392650. WITNESS my hand and seal this 20th day of January, 1999. , ` Janet Hildebtandt,Executrix COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January 20, 1999 �C. Then personally appeared the above named Janet Hildebrandt,Executrix of the Estate of ts% Marion E.Marek,and acknowledged the foregoing deed to be her free act and deed,before �. me. , Michael T.Lahti,N Publi My commission expires: 6/12/2003 CFtT�i'11 t t F.F�. ►.. � �.,�— � o X/ ►� im .i W illiwN VIVO - 40 Commonwealth of Massachusetts " The Trial Court `„a ''Qf'islcn Probate and Family Court Department Docket No.-9-M.527 EP-1. r AtaProbato and Family Court held at­Barnstable ,inandforsaidCountyof Barnstable on the _...20 th.___.___day of •lanuary in the year of our lord one thousand ninehundredand ninety-nines On the petition of_ Janet Hildebrandt adrvMi6t# E xi#westade—execut rU. of the will—of Marion F._ Marek late of_urns.table_(Centsr�rillQ)_._. in said County,deceased,-testate-4ateshkim-praying for authority to sell certain real estate of said deceased described in said petition -at public auction -at private sale, in accordance with the offer named in said petition or for a larger sum,or at public auction, if kelshe/tfwy shall think best so to do;all persons interested having -assented -xb=xslaIWFtetifie*--and no person objecting thereto, it appearing that said offer is an advantageous one and that the interest of all parties concerned will be best promoted by an acceptance of said offer. It is expedient to sell real estate of said deceased. IT IS DECREED that the petitioner(s) be authorized to sell and convey -at public auction --at private sale, apor►dfoaftkanr v4terK=x for the sum of In accordance with said offer or for a larger sum, or at public auction - ihhe/sheAt ay shall think best so to do,the real estate of said deceased described as follows: Land, and_.bui1diagssitu-A1 d_at 154 Katherine Road, Centerville. MA. shown as t.00 No. U-gn-Subd_ivi.sign_Plan 30G69-A dated December 20,_1960. as _shown on Certificate of Title.-No-.309.35. and..as-further..descrihed on Certif?GalA_ nfjitlp Nja __4.0351. See deed attached. The Commissioner of Corporations and Taxation has released•-0sakagedx.-the lien on said real estate --�rabilca#u�erxletreed�atc�siaFpetitiorserlaj<rnaY>t�memsa�pcnmhesa�skehe�le9Fsxtafacx BARNSTABLE*ATTEST REGISTRY Oustice of the Probate and Family Court A TRUE COPY h+ A TRUE COPY EADE,REGISTER ATTEST: BARNSTABLE REGISTRY OF REGISTFR �EEDS i 4 DOM00 A SS 05-15-2000 1153 4 CTF0 157644 V BRRNSTRBLE LRND COURT REGISTRY QUITCLAIb% DEED We, GERALD J. D'AMBROSIO and MADELINE R. D'AMBROSIO, of 148 Katherine Road, Centerville, Massachusetts 02632, for consideration paid of TWO HUNDRED FORTY-NINE THOUSAND ($249, 000.00) DOLLARS, grant to CHRISTOPHER A. KOKKINOS and SHERYL A. KOKKINOS, of 1 Lisa Lane, Acton, Massachusetts 01720, husband and wife, tenants by the entirety, with QUITCLAIM COVENANTS the land situated in Barnstable (Centerville) , in the County of N Barnstable and.Commonwealth of Massachusetts, bounded and described as follows: 0 NORTHWESTERLY by Katherine Road, one hundred (100) feet; d W NORTHEASTERLY by Lot 47, about sixty (60) feet; 'a EASTERLY by land now or formerly of Elizabeth M. Elliott, being the edge of the upland; Z SOUTHWESTERLY by land now or formerly of said Elizabeth M. w Elliott, about one hundred eighteen (118) feet; and U WESTERLY by Lot 45, one hundred thirty-eight and 64/100 O (138.64) feet. a All of said boundaries are determined by the Court to be located as shown on plan 30469-A dated December 20, 1960, drawn by Nelson w Bearse - Richard Law, Surveyors, and filed in the Land Registration H Office at Boston, a copy of which is filed in Barnstable County 4 Registry of Deeds in Land Registration Book 240, Page 65 with W Certificate of Title No. 30935 and said land is shown thereon as Lot 46 . N So much of said land as is included within the limits of Katherine Road shown on said plan is subject to a right of way reserved in a A deed given by Imogene D. Small, at al. to John G. Doherty, et ux. p dated October 27, 1960 duly recorded.in Book 1095, Page 106. H So much of said land as is included within the limits of Katherine a Road as shown on said plan is subject to the rights of all persons lawfully entitled thereto in and over the same. O a Also subject to a taking by the Town of Barnstable of Katherine a Road by instrument dated June 8, 1984 being Document No. 337, 757. f • Said land is subject to an easement ap set forth in a grant made by John G. Doherty, et ux. to the Cape &:Vineyard Electric Company and New England Telephone & Telegraph Company dated December 14, 1960, duly recorded in Book 1100, Page 35. . There is appurtenant to said land a r$ght of way over all the roads and ways shown on said plan. For our title see, Certificate of Tile No. 95316. WITNESS our hands and seals this z day of May, 2000. M 9 , q2"VJ AL/ ��4 001&-� Gerald ti 15Vmbrosio I r 1 o Madeline."R. D'Ambrosio COMMONWEALTH OF MVSACHUSETTS Barnstable, ss. May , 2000 Then personally appeared the above-named GERALD J. D'AMBROSIO and MADELINE R. D'AMBROSIO and acknowledged the foregoing to. be their free act and deed, before me, Vi X o x ; Notary Public Z. My Commission expires: �j ) z c N ,p, -.] 'v �l 1 X •-C 1 p ;T r� ►— +v ram, ra � V k:\realest\d'smbrosio\gd Z E COUNTY F DEEDS i. Y,ATTEST 2 LJO ,REGISTER BARNSTABIE REGISTRY OF DEEDS d W4284 fdLF 316 We, ALLEN J. WHITE of Barnstable (Centerville), 'darnstable County, Massachusetts, and CARL S. RIEDELL of Barnstable (Osterville), Barnstable County, Massachusetts, for consideration paid, and in full consideration of Forty Thousand ($40,000.00) Dollars, grant to CHARLES W. BUCKLER and ELAINE F. BUCKLER, husband and wife, as tenants by the entirety, of 117 South Main Street, Barnstable (Centerville), Barnstable County, Massachusetts, with sal N QUITCLAIM COVENANTS, a certain parcel of vacant land situated in Barnstable [A (Centerville), Barnstable County, Massachusetts, being Lot 5 as shown on a +++ in Barnstable (Centerville), Mass. for plan of land entitled "Plan of Land/SS Allen J. White & Carl S. Riedell", O � x ei dated January 13, 1984, drawn by Baxter & Nye, Inc., recorded in Barnstable ` Plan Book 381, Page 10. `I For title see a portion of the land in a deed recorded in Barnstable County Registry of Deeds, Book 310, Page 214. Y B WITNESS our hands and seals this I' day of June, 1984. Allen White Riedell COMMONWEALTH OF MASSACHUSETTS d Barnstable, as. Junel.j, 1984 a Then personally appeared the above named Carl S. Riedell and acknowledged the foregoing instr nt to be/Xs free act and deed, before me a UG;, Notary Publi ALa2R•SCMILLINO ATTONNLTL AT uM My compission expires: OLTLIIYRLL."ALL. N........ Rt4DiiDtD OCT 15 84H. . l 383 0 6- 8 2U�729 a 0U9=34CX QUITCLAIM DEED I,SHAW TAYLOR,of 808 South Main Street,Centerville,Massachusetts 02632 for consideration of ONE HUNDRED SIXTY-THREE THOUSAND AND 00/100($163,000.00) DOLLARS paid,grant to I ,-. t TR��<< 6 /Q173 TOBY S.ALGER,of 69 Pine Grove Avenue,Hyannis,Massachusetts 02601 R �h goo+� PaS� 33� with QUITCLAIM COVENANTS, the land together with the buildings thereon in Barnstable v (Centerville),Barnstable County,Massachusetts,and described as follows: i LOT 1 I as shown on a plan of land entitled "Plan of Land in Centerville Barnstable Mass. for Cornerstone Realty," dated July 27, 1984, drawn by Baxter & Nye, Inc. and.recorded in the 4 Barnstable County Registry of Deeds in Plan Book 387,Page 97. So much of the premises as lies within the sidelines of Elliott Road, an undefined public way, is subject to the rights of others therein. 0 Said premises are conveyed together with a right of way over that portion of Lot 8 entitled "Easement"and being that portion of Lot 8 between Elliott Road and the line entitled"Easement" as shown on the aforementioned plan. Said right of way to be used for all purposes for which ways are used in the Town of Barnstable in common with all persons entitled thereto. 0 Said premises are also conveyed together with a right of way over that portion of Lot 6 entitled "Easement"and being that portion of Lot 6 between Elliott Road and the line entitled"Easement" as shown on the aforementioned plan. Said right of way to be used for all purposes for which ways t.. are used in the Town of Barnstable in common with all others entitled thereto, Said premises are conveyed subject to and together with all rights, easements, reservations and restrictions of record. For title,see deed recorded with the Barnstable County Registry of Deeds in Book 4989,Page 279. -Fh WITNESS my hand and seal this day of June,2002. SHAW TAYLOR J Bk 15273 P9347 �S33B3 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. June_fT,2002 Then personally appeared the above-named Shaw Taylor and acknowledged the foregoing instrument to be his free act and deed,before me Notary Public/ .k N, ovd rr a, My commission expires: Ap r�-( 17, )z 0 REG OF DEEDS E E'3 " O BARNST E MAU If OL $557.46 CAI $557.46 --------------------- BARNSTABLE I:OUNTY REGISTRY OF DEEDS COUNTY EXC - X 6DA .'02 TUE A�[K $3?1.64 TOTAL, $3?1.64 CHECK $371.64 CLERK 1 NO.030716 TIME O9:27 1111 BARNSTABLE REGISTRY OF DEEDS We, Kalevi U. Porkka and 0. Pauline Porkka, husband and wife, as tenants by the entirety, both of Barnstable (Centerville), Barnstable County, Massachusetts Rfx x�d4�fX�iiaYaliFfil§Ntffi for the full consideration of nominal, non-monetary paid grant to 0. Pauline Porkka of Beth Ann Lane, Centerville, Barnstable County, Massachusetts with qulklatm Ca"MUie tlaxiea djw a certain parcel of land, with all the buildings thereon, situated in Barnstable (Centerville) , Barnstable County, bounded and described as follows: Parcel 1 Northerly by land of Claire A. Young, 130 feet, as shown on herein- after mentioned plan; o Northeasterly by other land of Robert F. Cross, 43.92 feet; Southeasterly and easterly by Trinity Place, as shown on hereinafter mentioned plan, by a curve with a radius of 65 feet; Southerly by other land of Robert F. Cross, 115.02 feet; and Westerly by land of Dwight E. and Marion Coggeshall, 49,01 feet. Containing 7,000 square feet of land, more or less. C7 All as shown on a plan of land entitled "Plan of land in Centerville,. Barnstable, Mass., belonging to Robert F. Cross . Jr., scale 1 in. - 50 ft., Jan. 9, 1969, Bearse & Law, surveyors, Centerville" to be record- ed with Barnstable County Deeds. Together with a right of way over Trinity Place as shown on said plan, together with all others lawfully entitled thereto. Parcel 2: Northerly by land of Coggeshall, there measuring 41.05 feet; Easterly by land now or formerly of Porkka and land now or formerly of Cross Jr., there measuring 990.3 feet; Southerly by ,the line of a "marsh" and land now or formerly of Elizabeth M. Elliott, there measuring about 290 feet; Westerly by lands now or formerly of Sullivan et al, Evelyn R. Lindquist and Malcolm, there measuring about 355.14 feet; Northerly by said other land of Coggeshall, there measuring 147.49 feet; and Westerly by said other land of Coggeshall, there measuring 698.97 feet. Specifically reserving to Dwight E. Coggeshall et ux, the right to go over, pass and re-pass, use for easements as necessary, the fol- lowing portion of the above described parcel: 1 „ eca,:422.Fka NG r Executed as a sealed instrument this 2nd day of February Ig 84 a'levi U. ForKKa m U. FFu ine or a �� i-• n.,1.° �1�+^�_ Barnstable ae. February 2, f9 84 Then personally appeared the above named Kalevi U. Porkka and acknowledged the foregoing instrument to be his free act and deed before me f-CUI jhomaa F. S p.encN fr`�." y commmon ex res JaAuary 6, 19 89 THE COMMONWEALTH OF MASSACHUSETTS �1 Barnstable ss. , 1984 Then personally appeared the above named 0. Pauline Porkka and acknowledged the foregoing instrument to be her free a't�( d deed, before me .c. •� P U.t=�•'. otaryl My Commission Expires f l 4 BK 12204 P0234 30504 04-16- 1999 2 11237 I, MARGARET KOOMEY,EXECUTRIX UNDER THE WILL OF CATHERINE M. ELLIOTT late of Centerville,Massachusetts,by power conferred by said will and every other power,and by a License to Sell dated March?h3, 1999 and issued by the Barnstable Probate and Family Court, for consideration paid and consideration of ONE HUNDRED FIFTY THOUSAND AND 00/100 ($150,000.00) DOLLARS, grant to MICHAEL P. SCANLON, MARY C. SCANLON, and JAYNE M. SCANLON,as JOINT TENANTS all of 154 Walnut Street,Stoughton,MA 02072,the land together with the buildings and improvements thereon situated at 223 Elliott Road,Barnstable(Centerville),Barnstable County,Massachusetts bounded and described as follows: Southerly by Elliott Road,One hundred thirty-three and 59/100(133.59)feet; Southwesterly by land now or formerly of Antanas&K.Valiuskis,Two hundred fifty- three and 67/100(253.67 feet; Northwesterly by land now or formerly of Allen J.White and Carl S.Riedell,about Two hundred ninety(290)feet; Northeasterly by other land of Allen J.White and Carl S.Riedell,Two hundred four and 59/100(204.59)feet; Easterly by land of R.P.Elliott,Two hundred twenty-one and 28/100(221.28)feet; and. Northeasterly by said R.P.Elliott,Thirty-seven and 81/100(37.81)feet. Containing 1.68 f acres and being shown as land of Robert S. &Catherine Elliott on a plan of land entitled"Plan of Land in Centerville,Barnstable,Mass.For Carl S.Riedell&Allen J. White"dated April 30, 1980,drawn by Eldredge Engineering Co.,Inc.,Reg.Civil Engineers &Surveyors,recorded in the Barnstable Registry of Deeds in Plan Book 344 Page 60. So much of said premises as by implication of law lies within the sidelines of Elliott Road are subject to the rights of the public to use the same. LAW CWM=a SOW a n�.aea.P.C. For title see deed in Barnstable Deeds Book 1558 Page 23LcLak °�Box; 10'7C� 06T[AVILL[,MA osese-osso 7 I y BK12204 P0235 30SO4 WITNESS my hand and seal this day of 1999. Estate of Catherine M.Elliott A- roomey, xecutri� STATE OF CAO&f HS COUNTY OF o P 2 DATE: 3 JO 9 y Then personally appeared the above-named Margaret Koomey,Executrix as aforesaid and acknowledged the foregoing to be her froe act and deed,before me NOT P LIC My i on Expires: gon REG 13F DEEDS ISTAsI,E cum REG^'p 'O1 REQIsW.jF IX.M BRFthl�i �°i oh ` - ritiisi 04nbi".ItIUM a1 TAX �4z.00 oaoo� q ! TOTAL 342.00 FEE $513.00 CF WC.K 342.00 Cam{ ,13.00 0016 NQt .M#414 P,35 Y , ISE TAX BARNPABLE REQI Y OF DEEM FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0147 COMMUNITY ACKNOWLEDGMENT Expires May 31, 2001 OF REQUESTS INVOLVING FILL PUBLIC BURDEN DISCLOSURE NOTICE [Public reporting burden for this form is estimated to average .88 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency,500 C Street,S.W.,Washington,DC 20472;and to the Office of Management and Budget, Paperwork Reduction Pro'ect 3067-0148 ,Washington,DC 20503. You are not required to respond to this c0ection of information unless a valid OMB Control Number is displayed in the upper right corner of this form.. Community Name: Property Name or Address: �r z_ I�d�rn E[ P ( Le d'J ffi"P/L A- We hereby acknowledge receipt and review of this Letter of Map Revision(Based on Fill)request and have found that the completed or proposed project meets or is designed to meet all of the community's applicable floodplain management regulations,including the requirement that no fill be placed in the regulatory floodway. We understand that this request is being forwarded to FEMA for a possible map revision. For proposed projects, we understand that FEMA is being asked to provide comments on the potential effects of this project on the flood hazards of our community. Community comments on the proposed project: Community Official's Name(please print or type): Address(please print or type): 2 O Daytime Telephone Number: -�-- ---- ----- - -- -------------------- ----f11 1_?- 2----------- Date Community Official; i n e PLEASE REFER TO THE.INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81-87C Community Acknowledgment or Requests Involving Fill Form MT-1 Form 4 �� � �.;��,.,. L.C.No.•3ot69•� 'Q '�� �i�� R KATI/ERive A. �•s� C.nacsta Af- _ "/•. r' �t/L/M6 IbRKKA EOIMNA� Q. � �i i Ss v J '♦' �YVKw.�r6R JR. _ meµ. z Mww/on E iT.wt. _ --_- MAIM- to r�•"� � ws,:vew WiLe/.ews✓. w - _ -,- -� I - ,ti41. k E./KKfK RAULA Q — N+i AV •# •3'.. _ .IONM ii i ik. /' F Yr t fMti*CRIS IC47wirmmmt GbNstrr '�* ` .t�J� 'i 7b.7AL �1R A �3 + Y.. •1 —I/ems/ S/�Gf6? •, J lk su- pr CD �����•;� arr� / .+.` ��'�� �� AMIpN 1Jl�� I7ARON \ ,. � � '�D- ' 73/J.yD"__ = �,� � Bnw.w.vo Jam.� �\ L •� >;/arn/+ � _.� /.� .w ac�r � �} Ste- •. ,. �` /` :` Roe_Rr S_ s `• R.S. AL C.M. ♦ V CA7WdFA1NE Ek uo7-ry �♦ Etc/oT7 i�V _ j:R.P-Ett/orr LEl1 ` •` +a+vN j , AMTi•NA3l '_�>�� Roaew7 A• 'r_7r't' ANCL .. .;�, i7rleswo�I WM/ri rr s>rt r*am tr y, r 14 y� �r�is. 'ti• _ �. Mrs:rs�r-:„.i.+O y�T , /Q�TIPIM•rf1rY/tom/�Y! - - - wN d ft7/1 + N•r�euw•• Y� sr rrf,+MV.;/1.7t RYaaa.vim rw s•ram .-.y'�,E S`�c°g%A?#°� .II�MiATIIM^J•r 7fYl Ml�p� �j� -G 3 mf�11TT�J/LLJ II I11(Is. i7R�� x L.C.No.3ot69'> >O 74N '�' +.��• MiLow.Fo GEol/ O Q/1 JOHN E RoiRfRr F a!' / R Kwr.�/IENIAwA. ses� Gelac92a /, ` 4 K AQMf.VE Faww-4 /� —Eo e 6 nato . •i'�eV WW...Iis Arr rEP JR. Mw+e/on E � �• Ewn�rr I✓ « u E./►Z+fEK OAdLa Q ft •1/ I' f,rt V/- 1 }��' y/LLI NO 1 �• � — � � I ILI J.` P��0. jll ANR=N HwRAPN ! •``` v� f I D- • SNAP A&=ss,Iwrs i 1 sk 1 a `i R.S. J C.M. V� ♦ " '� CA7WAWINE ELL/OTr ELL/07T / V ♦\ i' y.R.P.ELL/orr NLt9! 1 r .4ATANAS 1 •� APNN / - ' V,yr I k YwL/a.SKIIT / 97. RAPsefr A. 1 � FJrarfc/soN ALLAP<.v J. f Rvn+L. I' J.wie� M µ LA I I • 1 .,• oAMrr am*ter PLAN Oe+LA JVO +.`.� r•rNr�Y•Ns�re WR M e�wsswri[arMARNSTASLLe AM". ws e:w r:..F w.6 CA/WL •2 R/lrOlrLL 499 Nrsw.a.s• +a o- /4LL.EN A IVM/7'Et Nw/�NIMSOWMIMMCf � APJ•� •'•+�t�_ M7a':.r�t.�./MO fAP 1MS dM/.�/Nsa Rrafa Irs � _ _ ONrwq APllAA - AfMRI7YVS r/1MSMNd�OAS•r - �wst��l:bs-�- ...s�'••.•ae/r R.F✓R I?�� ,. iroreeaaEE4WaeiewW ea./ i � ,.wu...t.r.sa «awr�+•.�w.NN. IVQBDD/7 u . L.[. 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WD aL N R ANDERSEN TW3442/CRF34 3'-6 1/8'.6'-5• A ___________--___—_ C ANDERSEN C335 6--D 3/8'0'-5 3/8. ./1RANSOM G i m RR9 ANDER/EN D W _ ANDERSEN 1W't4}10/CRF24 2'-6 1/8'.5'-7' [x] a ! 0 w/TAnN F/'fRANeOn E ANOERSEN CW13 2•-4 7/8'.3'-0 1/1' n _ z,__ ____i i----------------- I F ANDERSEN 7W2842 2'-101/8'.4'-51/f' I ?� ' G ANDERSEN TW3442 S-6 1/8'•4'-5 1/4' H ANDERSEN TW18310 1•-10 I/8'.4'-1 1/4' Z C> _ _ J OELETED - ® ® k SKYUGHF OWNER SELECTED C ANDERSEN AR31-3 9'-0 5/8'.1'-5 1/2- M ANDERSEN AR31 S-0 1/2•.1•-5 1/2- M ANDERSEN FlENiRAME 3'-0'.6'-0' TEMPERED CLASS BEE ELEVATION/FOR GRILLE PATTERN/. ! 03 01 03 .ALL Dow9�../GL4//LE/8 TNAN IS'PROM FLOOR OR PLATFORM TO BE 2 WIN -/ TEMPERED GLASS DRA-C N........:..::. .. FIRST FLODR PLAN /cue:I/a••v-o° j A3 i I.. RODE DECK 10 © O z D aNDeRs I C I �, � w 00 PwNEO� I i d 3 ' u✓rRANson 1 I I--, I 2W BEDROOM al BATH apse M. BATH =� _ VAULTED G. 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III I o �v;ti I I III III j j IN I Iln' = 1 III II II Ij I I j,� ��xW- tj iiiii j 41 j II I �; III� i ! !IIIIIIII ! !!! ! ! !►! III �• ! 111I ' Illy ! � IIIIPiII � iii,y�_-- :� _ . - - I IIIIIi1 �IIIIIIII ! !�i i III �jIIIIIIIIIIIIIIIIIIIIIII '�'��" III! ��:��_ I ( I I I I I I I III IIIIaI IeIIII I� I I I ___'� I I I! I � I I III IIII IIII! I ! III Lf- Lf„'�- '11' i '� � , „1� Ilaati�l ��,� ' �„� IIIII! IIIIIIIIIIIIiIIIIIII' ;. , ��� III! I _ ... - 1IIfi I Irtt firt!I t' j I III III I I I III �I I j j! !I IIII I Illlli ! Illiil mil! ! ! IIIIIIIIIIIIIIIIIIIII ! ! IIIII! I II Illllilillljjlljlllli ! iIIIIIIII�Jllllllll��llll �l " ��� � � IIIIIi Illijjjijj!I, I 'IIIIIIIIII I ;II II I; .IIII o 6 0 � 0 I I IIeI I _I I_ I I I�� I�-II I I' j j I 'IIIIIIII W � j III _ B P w Il ,illl' IIII ! IIjIIIII Q � TYPICAL GORMGR 2x0 FRAME C 16.O.C. �1 ROOF FRAMING PLAN scALe�vn•.r-w .. .... Ik DAiE 0)/29/03- iREVI510N5 - ' Dm-o o .- A9 -broL-e;-TiL e Swanson Structural, Inc. Structural framing calculations for New Residence for Chandler Bosworth Prepared by Paul W. Swanson, P.E. 116 Forest Street pate'. Franklin,MA 02038 508-520-1333 G rvie�* �L Based on W. B. Daniels Drawings Dated 2-01-03 of y PAUL W. Gin SWANSON c� STRUCTURAL v N 3 AL Z3 03 t1ti1 K�DRQ t } to 1-508-862-6012 at 6/25/2003 5:17 PM PaidW.Swans&Q?XJO 0 2 �n.gincerhlgserviw 116 Forest Street. `co"Imm-44(d Franklin,XA,02038-257e9 re.identeat Phone 5M520-1333 heavy iimbex Vux 508-520-1.334 o !"�alela!�Swrlle.Snm�irllctrlrfrJ f r�tn ...nc , 4 —Alzr , I � �� a . t ti i ' :,rtetf. I:, tires!;+-tt.d.trr AL'iJ AW �C rZ ........ :- l _. .. .. .. .. . ��• �� 1rL rf ti rr t f1J y7 . f t-, %- .l 1 � f t Ot/ TO C J ; c> — A;r l r jra Swanson Structural, Inc. Paul W.Swanson,P.E. ,Engineering Services 116 Forest Street commercial Franklin,NU 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paulna SwansonStructuraL com � n r LxA ��o� aD���1> . ... 4r le i t? E f�; / ' e r . _:............. (a5 yl 4Z9� 1/4 Job Name Job Number -ocation Sheet of ,lient BY ��S Date Swanson Structural Inc Pain W.Swanson,P.E. ,Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul SwansonStructural.com x DOD ` : 453 Tr c AT�C 50 r p� _4 L2) I,-XlJ .1 7`� / i ' X /C)` LOA✓jy r V7 - — --- -29 , Job Name Job Number 1 Location Sheet 2 of Client gy ,J i '_= Date /0 Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul a SwansonStructural.com YEE F V 1/ v ': l 3 or .. .. IleC,E�SS�tS 1 CJ/4 u 5' c rz roc De-A+LS -3�� " DID7 8oLT S t r I 3)C d 9 � ' • t 5�( I �, Job Name Job Number 1�5 Location Sheet 3 of Yj Swanson Structural, Inc Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PauAISwanso MStructuraL com ......... .......... . .... _...... .,..._.... p. l 80 2 ; 2Kl0 $ . �a r 6.0 ._...---- Vt. 462-0 1 77 Z A. f ,. f Z ' / y 1 2 X .Q U✓rr, ( ✓C.t.C..�7`'U a1 r- /3 0 . - fi. (� C�crcGtyhr --.�—�--- ----- -�.__—�,� ���/ W..� � =>" !✓r �. !,gar' A Job Name Job Number 105 Location Sheet 4 of Client B �(i(/S Y Date ��' Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paulna.SwansonStructurg com If Qp 7. l2 3 . . -.. .. 4� 9W �829 9 � � i n 112 ✓S o 7 �1 2`-✓< � �c_�:;"n l�.. Y C nc ��i.�:� 7 5-i�� L( � lG'� ��'� �3 ✓Z�G $'"r�r�: i AA C vG' i ice- e �J�n�y i v- . :° ....... ... S s: S ` Job Name / Job Number � Location Sheet of Client By �✓ S l �� Date �1 e f X-9 Z, Swanson Structural, Inc. Paul W.Swanson,P.E. `Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paullala�SwansonStructuraL com 1.7 ... -.. AT n 0 ._ r l� 0 ---------- -- --— _._._............ f C, .r'vcar- r- _ 10' ID r _ r .. /D' Job Name Job Number ' Location Sheet (O of / /f —y r..liont Rv P r�✓ 11�tc (n! e� F,E�� Swanson Structural, Inc. Paul W.Swanson,P.E. `Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul ,SwansonStructural com ........ 1 z 49, 6 Job Name Job Number ��J Location 7 Sheet of A Client a,; !✓ /� f. �,' "A �� BC CALC®2002 DESIGN REPORT- US. Wednesday,June 18,200311:02 File Single 31/2" x 11 7/8" VERSA-LAM®3080 DF Name - 1054 bm01 :RB01 Bea,, Job Name - Chandler Bosworth Residence Description - Address - Specifier - City State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - �o 12 Standard Load-25 PSF 115 PSF Tributa 15-00-00 �a S;"::d s��� �-t�+. ��, S .,f1,3,i, x�i +�a� .i� �.�'¢� �, �y.-cr3.sr +, r -:1�. r; �'r ,+°.. iY. d+,y. ..�.. "a. yY. :' i..did .T� ze. ,.tki �' n �.''a': r� i;'f�'{�S S'� .k ip��nw[y +x''S>a'�,"i l Y'44.yi x.-'..:w.;x k_h :Y �3 f .:��7..R..� '� r} r '`" '^h.7 •y'" i�Z;. N�T� .�'�, '�sa'� ���t� . Aft BO 17-00-00 07-00-00 B1 62 2623 lbs LL 1624 lbs DL 6570 lbs LL -1371 lbs LL 4129 lbs DL -97 lbs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. Member Type: Roof Beam S Standard Unf.Area Load Left 00-00-00 24-00-00 25 PSF 15 PSF 15-00-00 115 - Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 16717 ft-lbs 68.8% @ 115% 2 1 -Right End Shear 3642 Ibs 40.1% @ 115% 4 1 -Left Slope 0/12 Cont Shear 5570 Ibs 61.3% @ 115% 2 1 -Right Tributary 15-00-00 Uplift -1468 lbs 4 2-Right Repetitive n/a Total Deflection U304(0.67") 59.1% 4 1 Construction Type n/a Live deflection U486(0.419") 49.3% 4 1 Total Neg.Defl. -0.077" 10.2% 4 2 Live Load 25 PSF Max. Defl. 0.6T'(Limit: 1") 67.0% 4 1 Dead Load 15 PSF Span/Depth 17.2 1 Part Load 0 PSF Duration 115 CAUTIONS: Uplift of-1468 lbs found at span 2-Right Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U240)Live load deflection criteria. particular application. The output Design meets arbitrary(I")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 61 is 3-3/8". and ISE ennalysis methods. Installation Minimum bearing length for B2 is 1-1/2". of BOISE engineered wood g g ' products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide Member Slope=0,consider drainage. and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD'"", BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. f Page 1 of 1 a �1 BC CALC®2002 DESIGN REPORT-US Wednesday,June 18,200311:03 File Single 51/4"X 18" VERSA-LAW)3p80 DF Name - 1054 bm01 :RB02 Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - Standard Load-25 PSF 115 PSF Tributary 15-00-0o ���. ''`�:'.�� .g_,_s;z' � c"S� � F.�.-,� .P .�vev-� '�'s..,r' +S'�,Fri i.ey. ��F�•T.:�•�`£�v{��•``����:i3sati}:r �4"m'��gr .i� '3•`bs? r o.d.� k1�.+"�� '� '+�-si' `s t'� F • BO B1 4500 Ibs LL 4500 lbs LL 2991 Ibs DL 2991 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. Member Type: - Roof Beam S Standard Unf,Area Load Left 00-00-00 24-00-00 25 PSF 15 PSF 15-00-00 115 Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 44948 ft-Ibs 56.2% @ 115% 2 1 -Internal End Shear 6555 Ibs 31.7% @ 115% 2 1 -Left Slope 0/12 Total Deflection U315(0.913") 57.1% 2 1 Tributary 15-00-00 Live Deflection U524(0.549") 45.7% 2 1 Repetitive n/a Max.Defl. 0.913"(Limit: 1") 91.3% 2 1 Construction Type n/a Span/Depth 16.0 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-5/8". The completeness and accuracy of Minimum bearing length for 61 is 1-5/8". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIS, BC RIM BOARDTm,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM-, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOWEn BC CALL®2002 DESIGN REPORT - US Wednesday,June 18,200311:07 File Single 31/2" x 18" VERSA-LAM(g)3080 DF Name - 1054 bmol :RB03 e Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 1-10 12 Standard Load-25 PSF 115 PSF, Tributary 11-00-00 BO B1 3300 Ibs LL 3300 lb5 LL 2174 Ibs DL 2174 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 25 PSF 15 PSF 11-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 32845 ft-Ibs 61.6% @ 115% 2 1 -Internal End Shear 4790 Ibs 34.8% @ 115% 2 1 -Left Slope 0/12 Total Deflection U287(1.001") 62.6% 2 1 Tributary 11-00-00 Live Deflection U477(0.603") 50.3% 2 1 Repetitive n/a Max.Defl. 1.001"(Limit:1") 100.1% 2 1 Construction Type n/a Span/Depth 16.0 1 Live Load 25 PSF CAUTIONS: Dead Load 15 PSF Member is insufficient to carry loads for Maximum load deflection at limit of 1". Part Load 0 PSF Duration 115 NOTES: Disclosure Design meets Code minimum(U180)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U240)Live load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for B1 is 1-3/4". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing particular application. The output Member Slope=0,consider drainage. above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, •VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJS'rm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311:07 File Single 31/2"x 91/2"VERSA-LAM@ 3080 DF Name - 1054 bm01 :RB04 Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 12 Standard Load-25 PSF 115 PSF Tributary 22-00-00 •� _ k I t. 3 S ] ,(' t i 4 j � �. ft j d 1 �"iy5.l � .y 5 .. ' � ,., t .P �;,,.x. ,{• » �_:+ �.>-� �- X pw "3,,N ��..<+�s �"'R^''s '�� y``ie„1.3r .11�_ <� � +.,�w,.� a �-sm., 3"F ,..:ter ,. ......,. ,..,,_4' _ �.l•:x� f,..� a'�'�.: t-".�.,,.:. y?.,K-.'�,..':•s ,w,h,:. a.r r,,.:.:;�'r,. ....��..':..�,,: 09 06 00 09 06-00 03-00-00 BO 61 62 2295 Ibs LL 6531 Ibs LL 4299 Ibs LL 12401bs DL 3791 Ibs DL 2416 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 25 PSF 15 PSF 22-00-00 115 Member Type: - Roof Beam Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - Yes Moment 9697 ft-Ibs 60.8% @ 115% 6 1 -Right End Shear 2832 Ibs 39.0% @ 115% 4 1-Left Slope 0/12 Cont.Shear 4538 Ibs 62.5% @ 115% 6 1-Right Tributary 22-00-00 Total Deflection U568(0.2") 31.6% 4 1 Repetitive n/a Live Deflection L/760(0.15") 31.5% 5 2 Construction Type n/a Total Neg.Defl. -0.426" 56.8% 6 3 Span/Depth 12.0 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 3-1/4". the input must be verified by anyone Minimum bearing length for B2 is 3". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted.design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIO, " BC RIM BOARD-,BC OSB RIM ' BOARDTTM,BOISE GLULAMTM, -' VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@,' VERSA-STRANDTM VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. i Page 1 of 1 �1 BC CALC@ 2002 DESIGN REPORT - US Wednesday,June 18,200311:07 File Single 51/4" x 14" VERSA-LAM@ 3080 DF Name - 1054 bm01 :RB05 g Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - �0 12 2 1 Standard Load-25 PSF 115 PSF Tribute 01-00-00 ,*' di"ls 4*Y ,, .}. 1+ ..... .,� -y +� q,� 'L4°314iS' ey 4's, a �'i•Y.1.#v.'A$X- 3a ? ...y.k. ,,i ^2's'� E.."r } x sr" b:,-`aaw:+ {�;�z.2' �'s �4 ,?' ji$k6yfarg .'"a. as 55. �aA.Y. .. '' y3' 'S.; y�i °";,....�: 'r'„'.._.;� S,J.t.,g �"'f,.sm.._'� sfi,�f✓.rv`,^'1`..,.u.:..n1s'`�Nx" =af 'r'",v^"'rie', rr....., BO 5142 Ibs LL B1 3226 Ibs DL 4240 Ibs LL 2681 Ibs DL Total Horizontal Length-16-00-0.0 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 16-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 16'roof Unf.Lin. Load Left 00-00-00 09-00-00 400 PLF 240 PLF n/a 115 Number of Spans - 1 2 A-frame reaction Conc.Pt.Load Left 09-00-00 09-00-00 5382 Ibs 3205 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 47002 ft-Ibs 94.5% @ 115% 2 1 -Internal Tributary 01-00-00 End Shear 7553 Ibs 47.0% @ 115% 2 1 -Left Repetitive n/a Total Deflection U243(0.787") 73.8% 2 1 Construction Type n/a Live Deflection U395(0.486") 60.7% 2 1 Max.Defl. 0.787"(Limit: 1") 78.7% 2 1 Live Load 25 PSF Span/Depth 13.7 1 Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(17)Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output Member Slope=0,consider drainage. above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 COMPANY PROJECT Paul W.Swanson,PE Chandler Bosworth Residence WoodWo YC® Swanson Structural,Inc. Beam 6 . 1 ks 116 Forest Street Beam6 SORWARE FOR WOOD DESIGN Franklin,MA 02038 Design Check Calculation Sheet Sizer 2002a LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Snow Full UDL 200.0 No Load2 Dead Full UDL 120.0 No MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) : o' Ll 8,. Dead 502 502 Live 800 800 Total 1302 1302 Bearing: Length 1.0 1.0 Lumber n-ply, S-P-F, No.1/No.2, 2x10", 2-Plys Self Weight of 5.61 pif automatically included in loads; Lateral support:top=full,bottom=at supports;Repetitive factor. applied where permitted(refer to online help);Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 57 Fv' = 80 fv/Fv' = 0.71 ` Bending(+) fb = 731 Fb' = 1107 fb/Fb' = 0.66 Live Defl'n 0.07 = <L/999 0.27 L/360 0.25 Total Defl'n 0.13 = L/742 0.53 = L/180 0.24 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.15 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 2 Fcp'= 425 1.00 1.00 - E' = 1.4 million 1.00 1.00 2 Bending(+) : LC# 2 = D+S, M = 2605 lbs-ft Shear : LC# 2 = D+S, V = 1302, V@d = 1051 lbs Deflection: LC# 2 = D+S EI= 138.50e06 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. BOISE BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311:02 File Single 31/2" x 11 7/8"VERSA-LAM@ 3080 DF Name - 1054 bm01 :F1301 ( 7 Job Name - Chandler Bosworth Residence Description - Address Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 3 4 2 — #" Standard Load 40 PSF 112 PSF Tnbuta 06 00 00 - K ^c AL BO B1 4620 Ibs LL 4ti20 Ibs LL 2386 Ibs DL 2386 Ibs DL Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 40 PSF 12 PSF 06-00-00 100 Member Type: - Floor Beam 1 6'roof Unf.Area Load Left 00-00-00 12-00-00 25 PSF 15 PSF 06-00-00 115 Number of Spans - 1 2 10'attic Unf.Area Load Left 00-00-00 12-00-00 20 PSF 10 PSF 10-00-00 100 Left Cantilever - No 3 exterior wall Unf.Lin. Load Left 00-00-00 12-00-00 0 PLF 80 PLF n/a 90 Right Cantilever - No 4 exterior deck Unf.Area Load Left 00-00-00 12-00-00 60 PSF 15 PSF 03-00-00 100 Slope 0/12 Controls Summary Tributary 06-00-00 Control Type Value %,Allowable Duration Loadcase Span Location Repetitive n/a Moment 18318 ft-Ibs 86.7% @ 100% 2 1 -Internal Construction Type n/a End Shear 5099 Ibs 64.6% @ 100% 2 1-Left Total Deflection U258(0.558") 93.0% 3 1 Live Load 40 PSF Live Deflection U391 (0.368") 91.9% 3 1 Dead Load 12 PSF Max. Defl. 0.558"(Limit 1") 55.8% 3 1 Part Load 0 PSF Span/Depth 12.1 1 Duration 100 Disclosure NOTES: The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 2-1/4". particular application. The output Minimum bearing length for 131 is 2-1/4". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearin code-accepted design properties 9 and analysis methods. Installation USER NOTES' of BOISE engineered wood products must be in accordance Beam 7 with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD1m,BC OSB RIM BOARDIm,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUSO, VERSA-STRAND-, VERSA-STUD®,ALLJOISTS and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 SC"ry BC CALCO 2002 DESIGN REPORT -US Wednesday,June 18,200313:25 File Single 51/4" x 14" VERSA-LAM®3080 DF Name - 1054 bm01 :FB02 Job Name - Chandler Bosworth Residence Description - Address - Specifier - City State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 1 Standard Load-40 PSF 110 PSF Tributary 01-04-00 �. a a a �. t�`a '� �v:'' 'kY v�'�� `C i ,;'�* b' ' S..i.„j.Xz3 < �'. -h.j •` ,.gyp >j ,*{ ra"S.t gq4 t �f,�tr^`s � att i > F.,F"' �e�}�,t'S` y�'r`� -e." # .,s-r.,..:+ i3 3.at, ,�'T m :x.: .h.._..fia N'�r .1rk F.. ,F'iG. ', ',�^c 1", k •£+s`�z',...,;<, i `� �''t4`'kr5` ll #.+; BO 81 4940 Ibs LL 4940 Ibs LL 2579 Ibs DL 2579 Ibs DL . Total Horizontal Length-12-00-00 Generif Data I_oad*§4R1'mRry Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 40 PSF 10 PSF 01-04-00 100 Member Type: - Floor Beam 1 2x beam 7(FB01)reacti Conc.Pt. Load Left 06-00-00 06-00-00 9240 Ibs 4772 Ibs n/a 115 Number of $pans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 43560 ft-Ibs 87.5% @ 115% 3 1 -Internal Slope 0/12 End Shear 7420 Ibs 46.2% @ 115% 3 1-Left Tributary 01-04-00 Total Deflection U379(0.38") 63.3% 3 1 Repetitive n/a Live Deflection U576(0.25") 83.3% 3 1 Construction Type n/a Max.Defl. 0.38"(Limit: 1") $8.0% 3 1 1 Live Load 40 PSF Span/Depth 10.3 Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-5/8". the input must be verged by anyone Minimum bearing length for B1 is 1-5/8". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output USER NOTES: above is based upon building Beam 8 code-accepted design properties and analysis methods. Installation of BOISE @ngineered Wpod products myst be in accordance with the current Installation Guide and thg appllcaple 401din9 cad@s• S ,•'� � To obtain an Installation Guide or if you have any questions,please call = Z,OX/D� = 2�p1 X/l� (800)232-p788 before beginning [ Z J product installation. izL PG P40�y0.,BC�{FkAMERO, BCI®, _....,__.._F,_v X, `, 3 3 HC RIM ObAkIblu SC OSB RIM �J 9 BOARPT",001SE%ULAM'rm, VERSA-LAMO,VERSA-RIM®, VERSA-RIM PLUS®, ) � 3: 8 2,8 �� VERSA-STRAND-, ' VERSA-STUD®,ALLJOISTO and AJST"are registered trademarks of M Q :I Boise Cascade Corporation. Page 1 of 1 ry BC CALC®2002 DESIGN REPORT- US Wednesday,June 18,200311:07 Single 7" x 18" VERSA-LAM(g)3080 DF Name 1054 bmol :F1303 Job Name - Chandler Bosworth Residence Description - Address - Specifier - City.State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - Standard Load-40 PSF 110 PSF Tributary 15-00-00 � �`.?'� '� .� � Z�K� 4�'r�' r?., '-4 'u,z, ,�y^"4i��3L' 'f` �irfv�ySl�rF'�a��)'Sax ''"�''y.S.T +. '.'2 �}�(fat�.'r^`.a�T.h 7F"M.�F'f. •3,'�Y '`l 1 O-'J?may 7 ..�, T,..�,.,.: - ,y5 r. ,7r .+s�4S . d_ `u:�._a L fo r` ���:•-. �'Su .fc-t_,S"'-k i. _ BO B1 7200 Ibs LL 7200 Ibs LL 2189 Ibs DL 2189 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 15-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 56331 ft-Ibs 60.7% @ 100% 2 1 -Internal End Shear 8215 lbs 34.3% @ 100% 2 1 -Left Slope 0/12 Total Deflection U335(0.858") 71.5% 2 1 Tributary 15-00-00 Live Deflection U437(0.658") 82.3% 2 1 Repetitive n/a Max.Defl. 0.858"(Limit: 1") 85.8% 2 1 Construction Type n/a Span/Depth 16.0 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria., Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a USER NOTES particular application. The output Beam 9 above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood/ products must be in accordance G with the current Installation Guide and the applicable building codes. Q X To obtain an Installation Guide or if you have any questions,please call /� X s ' (800)232-0788 before beginning /)_ s � �0 ao �0 ' ' .X �z . product installation. l�Y — _ 3 $ I ! BC CALC®,BC FRAMER®, BCI®, ;{ BC RIM BOARDT"' BC OSB RIM °(J . `,, ( BOARD-,BOISE GLULAM-, , �� � 2 VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, i9 i !.� -VERSA-STRANDTM' /,.,f� 91 7 ` jl L ' 5 . 3 C� k, VERSA-STUD®,ALLJOISTS and "AJS''are registered trademarks of Boise Cascade Corporation. Page 1 of 1 �1V BC CALC®2002 DESIGN REPORT- US Wednesday,June 18,200311:07 File Single 51/4" x 11 7/8" VERSA-LAM(g)3080 DF Name - 1054 bm01 :F1304 Job Name - Chandler Bosworth Residence Description - 2c,, 0 Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - lilt 2 1 Standard Load-40 PSF l 10 PSF Tributary 12-00-00 14-00-00 12-00-00 03-06-00 BO B1 B2 4370 Ibs LL 11807 Ibs LL 7828 Ibs LL 1752 Ibs DL 4894 Ibs DL 2849 Ibs DL Total Horizontal Length-29-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 29-06-00 40 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam 1 12'attic Unf.Area Load Left 00-00-00 29-06-00 20 PSF 10 PSF 12-00-00 100 Number of Spans - 3 2 int wall Unf.Lin. Load Left 00-00-00 29-06-00 0 PLF 60 PLF n/a 90 Left Cantilever - No 3 Beam 17(FB 10)reacti Conc.Pt.Load Right 00-00-00 00-00-00 720 Ibs 172 Ibs n/a 100 Right Cantilever - Yes Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 12-00-00 Moment 22251 ft-Ibs 70.2% @ 100% 6 1 -Right Repetitive n/a End Shear 5097 Ibs 43.0% @ 100% 4 1 -Left Construction Type n/a Cont.Shear 7816 Ibs 66.0% @ 100% 6 1 -Right Total Deflection U435(0.385") 55.1% 4 1 Live Load 40 PSF Live Deflection U578(0.29") 62.2% 4 1 Dead Load 10 PSF Total Neg.Defl. -0.44" 88.0% 6 3 Part Load 0 PSF Max.Defl. 0.385"(Limit 1") 38.5% 4 1 Duration 100 Span/Depth 14.1 1 Disclosure The completeness and accuracy of NOTES: the input must be verified by anyone Design meets Code minimum(U240)Total load deflection criteria. who would rely on the output as Design meets Code minimum(U360)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(I")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-1/2". above is based upon building Minimum bearing length for 131 is 3-1/2". code-accepted design properties Minimum bearing length for B2 is 3". and analysis methods. Installation Entered/Displayed Horizontal S an Length(s) Clear S an+112 min.end bearing+1/2 intermediate bearing of BOISE engineered woodp ' p 9 products must be in accordance with the current Installation Guide USER NOTES: and the applicable building codes. Beam 10 To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMERS, BCIS, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUS®, VERSA-STRAND", VERSA-STUDS,ALLJOISTS and AJSTm are registered trademarks of L Boise Cascade Corporation. Page 1 of 1 f BC CALC®2002 DESIGN REPORT- US Wednesday,June 18,200311:07 File Single 61/4" x 16" VERSA-LAM(g)3080 DF Name - 1054 bm01 :F1305 Job Name - Chandler Bosworth Residence Description - Address - Specter - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - Standard Load-40 PSF 110 PSF Tributa 11-00-00 AL * ,.:dFe��'£."t�:r k�d� 5g`v'. � z� .r ..u'•Jr+rr�F�-cstn,�'�" r�i�l�E� .E'�'iys<, �,+�"�`kt .„� i »'L�,atth.� '53��1$ �r, klc.� '�r�'��"'�F � y:�`� Y*�l'\"`+15` i .��r `rYs'}x BO 19-06-00 02-00-00 B1 4290 Ibs LL 5215 Ibs LL 1269 Ibs DL 1560 Ibs DL Total Horizontal Length-21-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 21-06-00 40 PSF 10 PSF 11-00-00 100 Member Type: - Floor Beam Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - Yes Moment 27037 ft-Ibs 48.6% @ 100% 4 1 -Internal End Shear 47971bs 30.1% @ 100% 4 1 -Left Slope 0/12 Cont.Shear 4869 Ibs 30.5% @ 100% 2 1 -Right Tributary 11-00-00 Total Deflection U453(0.516") 52.9% 4 1 Repetitive n/a Live Deflection U585(0.399") 81.9% 4 1 Construction Type n/a Total Neg.Defl. -0.169" 33.7% 4 2 Max.Defl. 0.516"(Limit: 1") 51.6% 4 1 Live Load 40 PSF Span/Depth 14.6 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building USER NOTES: code-accepted design properties Beam 11 and analysis methods. Installation of BOISE engineered wood products must be in accordance / C,!, �,,� with the current Installation Guide U vCA f', ` and the applicable building codes. To obtain an Installation Guide or if you have an p y y questions, lease call (800)232-0788 before beginning product installation. 0 BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD rm BC OSB RIM BOARD-, BOISE GLULAM-, 1 o VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, f/ ,VERSA-STRANDtm 1 VERSA-STUD@,ALLJOIST@ and `� J' 19 K AJS1*'are registered trademarks of Boise Cascade Corporation. Page 1 of 1 n �1 BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311:07 File Single 1 314" x 11 7/8" VERSA-LAM@ 3100 SP Name - 1054 bm01 :F606 r'. ) Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - n Standard Load-40 PSF 110 PSF Tributary 01-04-00 r� .-�.�Y. .. ..n. ..�Y xL'� N§- .. $,.7r{ r u'4 s�s.�s7'?�.rv;;`�.s...,�,`.ei`r`,{ s .h a ��crr",^• �"Vr�`«�ey'a'*^���',y�rx�'c'�t y4��. �'t�'°lr_,�"�,4�,��,. BO 753 Ibs LL B1 401 lbs DL 473 Ibs LL 233 Ibs DL Total Horizontal Length-08-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 08-00-00 40 PSF 10 PSF 01-04-00 1o0 Member Type: - Floor Beam 1 beam 6 reaction Conc.PL Load Left 02-07-03 02-07-03 800 Ibs 480 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2755 ft-Ibs 22.5% @ 115% 3 1 -Internal Slope 0/12 End Shear 1082 Ibs 23.4% @ 115% 3 1 -Left Tributary 01-04-00 Total Deflection U1762(0.054") 13.6% 3 1 Repetitive n/a Live Deflection U2700(0.036") 17.8% 3 1 Construction Type n/a Max.Defl. 0.054"(Limit:1") 5.4% 3 1 1 Live Load 40 PSF Span/Depth 8.1 Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output USER NOTES: above is based upon building Beam 12 code-accepted design properties and analysis methods_ Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,'BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARDTm,BOISE GLULAM-, VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUS@, ; VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 ' ry BC CALC@ 2002 DESIGN REPORT - US Wednesday,June 18,200311:07 File Single 1 3/4" x 11 7/8" VERSA-1-ME)3100 SP Name - 1054 bm01 :F607 Job Name - Chandler Bosworth Residence Description - Address - Specter - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - o�anaarcln �i 441 tire. ' -N^`.M,t ����•r .: r :e ���,'ia..,S Rau n artk��.oS•Yixr a}'ti r��ice,-.{s.t � y., i.,1i( '�,s .-_i' .h.. y;.la , .rti.. f..,r. .a ,, t..- :z":.�.'T�... :._.' �i' ;': ,�.,S-cs''�`s a't��.. 13'�r... ,r,'�.,. f.�tbci. C � i�-t'�J:c';u-3"'t ;!�.,`"1a S'E. -i ',G'�"7F��F }r �"•; t'a �,,7ytt{. �JCnj$?''' ,.: to ,.t•�:��a'�'�i, ,tf.•>:`c r.M .� ?'Va'i'" Ak BO 1527 Ibs LL 15271bs LL 840 lbs DL 840 lbs DL Total Horizontal Length-05-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 05-00-00 40 PSF 10 PSF 04-00-00 100 Member Type: -Floor Beam 1 15'attic UnfArea Load Left 00-00-00 05-00-00 20 PSF 10 PSF 15-00-00 100 Number of Spans - 1 2 int.wall Unf.Lin.Load Left 00-00-00 05-00-00 0 PLF 60 PLF n/a 90 Left Cantilever - No 3 beam 12(FB 06)reactio Conc.Pt Load Left 02-06-00 02-06-00 753 Ibs 401 Ibs n/a 100 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 04-00-00 Moment 3679 ft-Ibs 34.6% @ 100% 2 1 -Internal Repetitive n/a End Shear 1658 Ibs 41.3% @ 100% 2 1 -Left Construction Type n/a Total Deflection U1920(0.031") 12.5% 2 1 Live Deflection U2972(0.02") 16.1% 2 1 Live Load 40 PSF Max.Defl. 0.031"(Limit:1") 3.1% 2 1 Dead Load 10 PSF Span/Depth 5.1 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets User specified(U480)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 1-5/8". evidence of suitability for a Minimum bearing length for 131 is 1-5/8". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties USER NOTES: and analysis methods. Installation Beam 13 of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI@, BC RIM BOARD rm,BC OSB RIM BOARDT1A, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 � w BC CALC® 2002 DESIGN REPORT- US Wednesday,June 18,200311:08 File Single 1 314" X 11 7/8" VERSA-LAl1A®3100 SP . Name - 1054 bmol :FBoB B2c. Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5512,BOCA 98-62,SBCCI 9852 Misc - Standard Load-40 PSF 110 PSF Tdbuta 01-04-00 � Y, +� �}�r v4 `a BO B1 1338 lbs LL 829 Ibs LIL 675 Ibs DL 395 Ibs DL Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 40 PSF 10 PSF 01-04-00 100 Member Type: - Floor Beam 1 beam 13(FB 08)reactio Conc.Pt.Load Left 04-00-00 04-00-00 1527 Ibs 840 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 7465 ft-Ibs 61.0% @ 115% 3 1 -Internal Slope 0/12 End Shear 1941 Ibs 42.0% @ 115% 3 1 -Left Tributary 01-04-00 Total Deflection U438(0.328") 54.7% 3 1 Repetitive n/a Live Deflection U660(0.218") 72.6% 3 1 Construction Type n/a Max.Defl. 0.328"(Limit: 1") 32.8% 3 1 Span/Depth 12.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verged by anyone Minimum bearing length for 61 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output USER NOTES: above is based upon building Beams 14 and 15 code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD®,ALLJOISTS and AJS"''are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2002 DESIGN REPORT- US Wednesday,June 18,200311:08 File ' Single 1 3/4"x 11 7/8"-VERSA-LAM®3100 SP Name - 1054 bm01 :F1309 ��cv,_, Job Name - Chandler Bosworth Residence Description - Address - Specifier - City State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company Swanson Structural,Inc. Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - 2 1 na oa - nu rye 4u�yk ' `y +� KrrFv W vk r x Y.s .a �Cl z Yz• .^ ,: „u ter. 1M 2,yi BO B1 1980 Ibs LL 1980 Ibs LL 858 Ibs DL 858 Ibs DL Total Horizontal Length-06-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 06-00-00 40 PSF 10 PSF 11-00-00 100 Member Type: - Floor Beam 1 1 V attic Unf.Area Load Left 00-00-00 06-00-00 20 PSF 10 PSF 11-00-00 100 Number of Spans - 1 2 int.wall Unf.Lin.Load Left 00-00-00 06-00-00 0 PLF 60 PLF n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 4256 ft-Ibs 40.0% @ 100% 2 1 -Internal Tributary 11-00-00 End Shear 1902 Ibs 47.3% @ 100% 2 1 -Left Repetitive n/a Total Deflection U1275(0.056") 18.8% 2 1 Construction Type n/a Live Deflection U1827(0.039") 26.3% 2 1 Max. Defl. 0.056"(Limit 1") 5.6% 2 1 Live Load 40 PSF Span/Depth 6.1 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-7/8". who would rely on the output as Minimum bearing length for 61 is 1-7/8". evidence of suitability for a Entered/Displayed Horizontal Span.Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building USER NOTES- and design properties Beam 16 and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. , BC CALC®,BC FRAMER®, BC►®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM@, _ VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 MIN BC CALC®2002 DESIGN REPORT -US Wednesday,June 18,200311:08 File Single 1 3/4" x 11 V8" VERSA-LAM(g)3100 SP Name - 1054 bm01 :FBI Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 PSF I t 0 PSF Tributa 08-00-00 -x3" r-J i 3_.."" n ?<'� -�., 2`�up."3�) ,L .;.i�"'`F��:-'�i'.:i+'kS�C,a?'�+,a�,}�*��+�'�.a 1'77''.'le/'45_'Y,t"y S :�'c 5.r' ,•'�:'.k 7.t .i�J+.,,,�i. 1'�I tl�'�', �. r,P i C � 7�.._i+'�.�.,... ��.. _�x��e':.>r� ��: i �"_.:�� :�-�^`d'° ,a ��..,:� Lf�.�.�� 's�K:r.��,t.`:.� K? r,: ;t-�;u� ..2�t " 3:a,.siti, � :F • ".ri,..��",,,+42.�'�- 05-00-00 05-00-00 05-00-00 BO B1 B2 B3 720 Ibs LL 1920 Ibs LL 1920 Ibs LL 720 Ibs LL 172 Ibs DL 472 Ibs DL 472 Ibs DL 172 Ibs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 15-00-00 40 PSF 10 PSF 08-00-00 100 Member Type: - Floor Beam Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1148 ft-Ibs 10.8% @ 100% 6 1 -Right End Shear 490 Ibs 12.2% @ 100% 4 1 -Left Slope 0/12 Cont.Shear 843 Ibs 21.0% @ 100% 6 1 -Right Tributary 08-00-00 Total Deflection U7214(0.008") 3.3% 4 3 Repetitive n/a Live Deflection U8558(0.007a) 5.6% 4 3 Construction Type n/a Total Neg.Defl. -0.004" 0.9% 4 2 Max.Defl. 0.008"(Limit: 1a) 0.8% 4 3 Live Load 40 PSF Span/Depth 5.1 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection.criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation USER NOTES: of BOISE engineered wood products must be in accordance Beam 17 with the current Installation Guide and the applicable building codes.. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, ,. VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDT"' VERSA-STUD@,ALLJOIST@ and AJSTM'are registered trademarks of Boise Cascade Corporation. Page 1 of 1 �18n BC CALC®2002 DESIGN REPORT- US Wednesday,June 18,2003 14:04 File Single 51/4" X 11 7/8" VERSA-LAM(g)3080 DF Name - 1054 bm01 :FBI �. Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports ICBO 5663,NER 442 Misc - 4 1 lilt 1111111 3 Standard Load-40 PSF 110 PSF Tributary 12-00-00 "�-._. sr i axr ar' V�-Y.x.0� T�-:.*1. .'� a�xyt •Y_ i ;,s& a; y ^� ,r � ��Jr ""���a`F•t`�x•��,s'+ ,m rs � M a a� - •(�' :�.� r'},it its�'s..i `'r w:z�•=� :r f.. �,� -y,,rt'' ��y_::�.`" �?.,'�"u r�,.s..�'�.;,.:•a'..t:: ��(z`<'��.: .k�`..��£� 3:e''"•t# YSy�v u. � .��-°" "'.-x�'•C'''J.��°��`, -r E:a£1,rs�,n'itf" c .^. �r 3 � �'c" � *�+r L•�,; i a ;_ _ .x.- ,2... � �H ^' s�.�fA... .. `!.� �`�-,.N `?t`�. � .�� d'£�._, a^ dsikj. E`f't� .��7�tl'�,s `•��,�aart� +^.k+�Y`�"�r� 08 00.00 09-00-00 07-00-00 BO B1 62 B3 3336 lbs LL 12577 lbs LL 17258 lbs LL 3022 lbs LL 772 lbs DL 4820 lbs DL 7078 lbs DL 598 lbs DL Total Horizontal Length-24-00-00 go. Oral Data. load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam 1 ext.wall Unf.�in.Load Left 00-00-00 24-00-00 0 PLF 80 PLF n/a 90 Number of Spans - 3 2 beam 8 reaction Conc.Pt.Load Left 12-00-00 12-00-00 4940 lbs 2579 lbs n/a 115 Left Cantilever - No 3 11'-3"2nd floor Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 11.03-00 100 Right Cantilever - No 4 beam 27(FB 20)reactio Conc.Pt.Load Left 17-00-00 17-00-00 5747 lbs 2805 lbs n/a 115 Slope O/12 Controls Summary Tributary 12-00-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 17604 ft-lbs 48.3% @ 115% 5 2-Internal Construction Type n/a End Shear 2863 Ibs 21.0% @ 115% 4 1-Left Cont.Shear 9167 Ibs 67.3% @ 115% 6 2-Left Live Load 40 PSF Uplift -163 lbs 5 1 -Left Dead Load 10 PSF Uplift -495 Ibs 5 3-Right Part Load 0 PSF Total Deflection U899(0.12") 26.7% 5 2 Duration 100 Live Deflection U1195(0.09") 40.2% 5 2 Total Neg.Defl. -0.037" 7.5% 5 1 Disclosure Max.Defl. 0.12"(Limit:1") 12.0% 5 2 The completeness and accuracy of Span/Depth 9.1 2 the input must be verified by anyone who would rely on the output as CAUTIONS: evidence of suitability for a Uplift of-163 lbs found at span 1 -Left particular application. The output Uplift of-495 lbs found at span 3-Right. above is based upon building code-accepted design properties and analysis methods. Installation NOTES: of BOISE engineered wood products must be in accordance Design meets Code minimum(U240)Total load deflection criteria. with the current Installation Guide Design meets User specified(U480)Live load deflection criteria. and the applicable building codes. Design meets arbitrary(1")Maximum load deflection criteria. To obtain an Installation Guide or if Minimum bearing length for BO is 1-1/2". you have any questions,please call Minimum bearing length for 131 is 3-518". (800)232-0788 before beginning Minimum bearing length for B2 is 5-1/8". product installation. Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM USER NOTES: BOARD-,BOISE GLULAM-, Beam 18 VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUDS,ALLJOIST@ and AJS1m are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BAM MAW BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200314:01 File Single 51/4" x 11 7/8" VERSA-LAM@ 3080 DF Name - 1054 bm01 :FB12 � 9 Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 4 2 3 1 Standard Load-40 PSF 110 PSF Tributary 15 00 00 i1 4,, �s:yy- '"4", i3',,, - k' c yL {~y �..,',r .^ d..a�. . ",�_it...4,5.,'.:n."r,. .,7y7.S`�.`{t#°z�rs rJ.•k-�+a.r,r,, r{fi<v.Jt-'�k.rf`�41;to. :.53r-:c.3''??'„�!'F+u.',X."�_('b4�,�ss.�.Y,G. ^i:<t,'iy''"k :P9am� `�,^es 2H, r w'' R Al Ak autr r.w;C. - n, .,..Yd' ... ,.,.. .u..; .. 08-00-00 AM 09-00-00 AL 07-00-00 AL BO B1 B2 B3 5381 lbs LL 15101 lbs LL 20008 lbs LL 4875 lbs LL 1613 lbs DL 5031 Ibs DL 7415 lbs DL 1369 lbs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 15-00-00 100 Member Type: - Floor Beam 1 16' 2nd floor Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 15-00-00 100 Number of Spans - 3 2 int.wall Unf.Lin. Load Left 00-00-00 24-00-00 0 PLF 60 PLF n/a . 90 Left Cantilever - No 3 14'attic Unf.Area Load Left 00-00-00 24-00-00 20 PSF 10 PSF 15-00-00 100 Right Cantilever - No 4 beam 27(FB 20)reactio Conc.Pt. Load Left 17-00-00 17-00-00 5747 lbs 2805 lbs n/a 100 Slope 0/12 Controls Summary Tributary 15-00-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 16271 ft-lbs 51.3% @ 100% 6 1 -Right Construction Type n/a End Shear 4989 Ibs 42.1% @ 100% 4 1 -Left Cont.Shear 8133 Ibs 68.7% @ 100% 6 1 -Right Live Load 40 PSF Total Deflection U1116(0.086") 21.5% 4 1 Dead Load 10 PSF Live Deflection U1352(0.071") 26.6% 4 1 Part Load 0 PSF Total Neg. Defl. -0.036" 7.1% 4 2 Duration 100 Max.Defl. 0.086"(Limit:1') 8.6% 4 1 Span/Depth 9.1 2 Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 131 is 4-1/4". and analysis methods. Installation of BOISE engineered wood Minimum bearing length for B2 is 5-3/4". products must be in accordance Minimum bearing length for B3 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if USER NOTES: you have any questions,please call Beam 19 (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks.of Boise Cascade Corporation. Page 1 of 1 memal "" BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311,08 File Single 51/4" x 11 7/8" VERSA-LAM@ 3080 DF Name - 1054 bm01 :F613 Job Name - Chandler Bosworth Residence Description - tr. �. Address - Specifier - City,State,Zip - Designer - Paul W.Swanson, P.E. Customer Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 1 2 w Standard Load-40 PSF 11,0 PSF Tributary 14-00-00 Fr.5...:S}F.�' �• A � k-rs"' 1.e}�Wd�.�x' fy��N''s?yk,,SiT✓�, 2 k.H.i7.4 j'}3T. ��.Cd�r'Y:GI � 4�- 'S 1 L-a � - 6 �� n -.nit ::...r-i`"4 1 :_ -»��r'�_+*'r ,,.tkm-�;�;+5 h?1.'Tl.:�: x taw .r;it q-. s:4"��3 aA�'�G�yl�'S ;6S-��� yd��`��w��Z �i�:"�y..,y��37" i'r� ✓{( '+Krxs`�T,�,�.���4+�ls,+r a,_s +�t•,' . ,�fir...,.xYa`,€->:t ..-z sz.. .+-:.�+e-.r J �y t r 6' �i. i9,ecn. � �,;��1 +�a N�"•Slinr��,,,,.p- ,a-».:.'y. «,:..<-:...n to.. E:-::..e ..,n ....,'��.��rr_a�` ��`.;.�i x$...��: �: ....',a 7+a;;.T1� v,��i!.;a._,6!:S3`r�.'�,s ��.�+.5.,�:.4•� 'y:.rg,.. 5�:,-: eu's�Klr 7 07-00.00 07-00-00 12-00-00 03-06-00 BO 61 62 63 18 B4 69 Ibs LL 4737 Ibs LL 17947 Ibs LL 14075 Ibs LL -1753 lbs LL 463 Ibs DL 1044 tbs DL 6495 Ibs DL 4522 Ibs DL -198 lbs DL Total Horizontal Length-29-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 29-06-00 40 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam 1 beam 10(FB 04)reactio Conc.Pt.Load Left 14-00-00 14-00-00 11807 lbs 4894 lbs n/a 100 Number of Spans - 4 2 beam 10(FB 04)reactio Conc.Pt.Load Left 26-00-00 26-00-00 7828 lbs; 2829 lbs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary - Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 7564 ft-lbs 23.9% @ 100% 2 3-Right Tributary 14-00-00 End Shear -2105 Ibs 15.5% @ 115% 4 4-Right Repetitive n/a Cont.Shear 3645 Ibs 30.8% @ 100% 2 3-Right Construction Type n/a Uplift -1951 lbs 4 4-Right Total Deflection U1718(0.084") 14.0% 4 3 Live Load 40 PSF Live Deflection U2132(0.068") 16.9% 4 3 Dead Load 10 PSF Total Neg.Defl. -0.02" 4.0% 4 2 Part Load 0 PSF Max.Defl. 0.084"(Limit 1") 8.4% 4 3 Duration 100 Span/Depth 12.1 3 Disclosure CAUTIONS: The completeness and accuracy of Uplift of-1951 lbs found at span 4-Right. the input must be verified by anyone who would rely on the output as evidence of suitability for a NOTES: particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(L/360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1')Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood products must be in accordance Minimum bearing length for 131 is 3". with the current Installation Guide Minimum bearing length for B2 is 5-1/8". and the applicable building codes. Minimum bearing length for B3 is 3-7/8". To obtain an Installation Guide or if Minimum bearing length for B4 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing (800)232-0788 before beginning product installation. USER NOTES: Beam 20 BC CALC®, BC FRAMER®, BCIS, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, = VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTS and AJS"4 are registered trademarks of Boise Cascade Corporation. Page 1 of 1 s�♦ - BC CALC®2002 DESIGN REPORT- US Wednesday,June 18,200311:17 File Single 51/4"x 11 7/8"VERSA-LAM(g)3080 DF Name - 1054 bm01 :FB14 Job Name - Chandler Bosworth Residence Description - Address - Specter - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 4 5 3 2 1 Standard Load-40 PSF 110 PSF Tributary 13-00-00 kwc'c.� �4�, _� 3'' � -n �'����1��� 39��,'-'1,�a.,.s,_�i`n"�-.� t � ..�. ,�.N�. §.�� •F '� �x C�St,�..' aFw y �R.✓>. E. ox -� r ;;:, $ 4 f" E _,.4 x r�{.Y'n is�.i. ..-.,4 ''efa t.�+- d,�,�vf c. ',.4'RESfiRA`" n' 'qw Kf`�`' tt1 "� "'q'''�'t'yf• ;,'Y ��d"",,'� ax. .+.' 'YS.v:.i+llF ,-... .. a, .::� u. ', ..rY•..J.i>w :to ,F��, ...a:r ,rA�r"z.4.r�,r?�tx�t t�,yil�;�;� yu. 3f�'F n..., „r!L^4� t�. BO 10-00-00 10-00-00 61 B2 5600 Ibs LL 22650 Ibs LL 9188 Ibs LL 1902 Ibs DL 10338 Ibs DL 3887 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 40 PSF 10 PSF 13-00-00 100 Member Type: - Floor Beam 1 13'2nd floor Unf.Area Load Left 00-00-00 20-00-00 40 PSF 10 PSF 13-00-00 100 Number of Spans - 2 2 10'attic Unf.Area Load Left 00-00-00 20-00-00 20 PSF 10 PSF 10-00-00 100 Left Cantilever - No 3 2 int.walls Unf.Lin. Load Left 00-00-00 20-00-00 0 PLF 120 PLF n/a 90 Right Cantilever - No 4 beam 4(RB 04)reactio Conc.Pt. Load Left 09-06-00 09-06-00 6531 Ibs 3791 Ibs n/a 115 Slope 0/12 5 beam 4(BR 04)reactio Conc.Pt.Load Left 19-00-00 19-00-00 4299 Ibs 2416 Ibs n/a 115 Tributary 13-00-00 Controls Summary Repetitive n/a Control Type Value %,Allowable Duration Loadcase Span Location Construction Type n/a Moment 23176 ft-Ibs 73.1% @ 100% 2 1 -Right End Shear 11357 Ibs 83.4% @ 115% 5 2-Right Live Load 40 PSF Cont.Shear 9521 Ibs 80.4% @ 100% 2 2-Left Dead Load 10 PSF Total Deflection U617(0.194") 38.9% 5 2 Part Load 0 PSF Live Deflection L 766(0.157") 47.0% 5 2 Duration 100 Total Neg.Defl. -0.044" 8.8% 5 1 Max.Defl. 0.194"(Limit: 1") 19.4% 5 2 Disclosure Span/Depth 10.1 1 The completeness and accuracy of the input must be verified by anyone who would rely on the output as NOTES: evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-5/8". and analysis methods. Installation Minimum bearing length for 81 is 7". of BOISE engineered wood products must be in accordance Minimum bearing length for B2 is 2-3/4". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if USER NOTES: you have any questions,please call Beam 21 (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311:08 File Single 51/4"x 11 718" VERSA-LAM@ 3080 DF Name - 1054 bm01 :FB15 Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 1 Standard Load-40 PSF 110 PSF Tributary 14-00-00 i ."'M °T"'''3 ,u,to _� n. sS7� ,•q . 't'�`kc .4r rc - -Yi.t' s .:..,>e. "r .��+,.- §,="F t'x _ ttiy �.. •^'G S '.r-'k`Z'^-S�^` "re 4.•,ar;. ,^. k+ ^a)`: �Y e°"``_•-G^f`- ^ 1.:.��'�� `' .�i 3�.'k=i3a'�4'7 ti a§Y vqg .., ..; :. _ t.,: .-r7 :z.:. sR.. i7,''i :.xryar„ r:,.H-`'" "ril", 10-00-00 11-06-00 BO 61 B2 2474 Ibs LL 9309 Ibs LL 6582 Ibs LL 452 Ibs DL 2630 Ibs DL 1833 Ibs DL Total Horizontal Length-21-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 21-06-00 40 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam 1 beam 11 (FB 05)reactio Conc.Pt.Load Left 19-00-00 19-00-00 5215 Ibs 1560 Ibs n/a 100 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment . 18799 ft-Ibs 59.3% @ 100% 5 2-Internal Slope 0/12 End Shear 7706 Ibs 65.1% @ 100% 5 2-Right Tributary 14-00-00 Cont.Shear 6169 Ibs 52.1% @ 100% 2 2-Left Repetitive n/a Uplift -375 Ibs 51 1 -Left Construction Type n/a Total Deflection U588(0.234") 40.8% 5 2 Live Deflection L/730(0.189") 49.3% 5 2 Live Load 40 PSF Total Neg. Defl. -0.064" 12.9% 5 1 Dead Load 10 PSF Max.Defl. 0.234"(Limit 1") 23.4% 5 2 Part Load 0 PSF Span/Depth 11.6 2 Duration 100 CAUTIONS: Disclosure Uplift of-375 Ibs found at span 1 -Left The completeness and accuracy of the input must be verified by anyone who would rely on the output as NOTES: evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-1/2". and analysis methods. Installation Minimum bearing length th for 61 is 3". of BOISE engineered wood products must be in accordance Minimum bearing length for B2 is 1-3/4". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if USER NOTES: you have any questions,please call Beam 22 (800)232-0788 before beginning product installation. _ BC CALC®, BC FRAMER®, BCIG, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD®,ALLJOISTS and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 8� BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311:08 le Single 31/2" x 11 7/8" VERSA-LAM@ 3080 DF Name - 1054 bm01 :FB16 � -Z Job Name - Chandler Bosworth Residence Description - Address - Specter - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - Standard Load-40 PSF 110 PSF Tributa 13-00-60 `S`.- i 4-.4s. fie.:�.,'' , v.N / 3A- Z j k . yc.rv+ s„ �T 'a_ : fi sr�.r ,y @ .✓ dH ;t' '" '+�.3 3�'y'x rat h_✓ z yR � z F rh 1 �k A�4 7 Y4 v �5 .. �c�cX s rM % f e � S -r3 Rs-yay S'+v� y; .�fi..(�,Z:t�.ya �? .i.`at$,r i"S ^'r. n f' �� i.t_ ` �. .A z €K 3 ;,�',�R `5`i. 'L. f-RE - :�"f e.�. ..._..4....J....c. O.v3,r.>yT;•. }H::c; i3:b.Ar...,,,`.A ^54 . �3. +-F: Am BO 1560 lbs LL 15601bs LL 422 Ibs DL 422 Ibs DL Total Horizontal Length-06-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. Member Type: - Floor Beam S Standard Unf.Area Load Left 00-00-00 06-00-00 40 PSF 10 PSF 13-00-00 100 Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %,Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2973 ft-Ibs 14.1% @ 100% 2 1 -Internal End Shear 1328 Ibs 16.8% @ 100% 2 1 -Left Slope 0/12 Total Deflection U3650(0.02") 6.6% 2 1 Tributary 13-00-00 Live Deflection U4638(0.016") 10.3% 2 1 Repetitive n/a Max.Defl. 0.02"(Limit: 1') 2.0% 2 1 Construction Type n/a Span/Depth 6.1 1 Live Load 40 PSF - Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a USER NOTES: particular application. The output Beam 23 above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI®, BC RIM BOARD-,BC OSB RIM BOARDTM, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRANDTm, . VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. I Page 1 of 1 BC CALC@ 2002 DESIGN REPORT-US Wednesday,June 18,200311:08 File Single 31/2" x 11 7/8" VERSA-LAM@ 3080 DF Name - 1054 bm01 :FB17 �j �' Job Name - Chandler Bosworth Residence Description - J��^N^ Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 3 4_1 2 .1 Standard Load-40 PSF 1 10 PSF Tributa 08-06 00 a.�.:✓ nf6Y a^ .{...� #ti� Y, iG'��.xw..cad _r.,;�: �"c 08-06-00 05-DO-00 BO 61 B2 2793 Ibs LL 6961 Ibs LL 1769 Ibs LL 1208 Ibs DL 3129 Ibs DL 397 Ibs DL Total Horizontal Length-13-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-06-00 40 PSF 10 PSF 08-06-00 100 Member Type: - Floor Beam 1 5'attic Unf.Area Load Left 00-00-00 13-06-00 20 PSF 10 PSF 05-00-00 100 Number of Spans - 2 2 8.5'2nd floor Unf.Area Load Left 00-00-00 13-06-00 40 PSF 10 PSF 08-06-00 100 Left Cantilever - No 3 2 walls Unf.Lin. Load Left 00-00-00 13-06-00 0 PLF 120 PLF n/a 90 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 08-06-00 Moment 7738 ft-Ibs 36.6% @ 100% 2 1 -Right Repetitive n/a End Shear 2882 Ibs 36.5% @ 100% 4 1 -Left Construction Type n/a Cont.Shear 4597 lbs 58.2% @ 100% 2 1 -Right Uplift -490 Ibs 4 2-Right Live Load 40 PSF Total Deflection U1242(0.082") 19.3% 4 1 Dead Load 10 PSF Live Deflection U1735(0.059") 20.7% 4 1 Part Load 0 PSF Total Neg. Defl. -0.015" 2.9% 4 2 Duration 100 Max.Defl. 0.082"(Limit: 1') 8.2% 4 1 Span/Depth 8.6 1 Disclosure The completeness and accuracy of CAUTIONS: the input must be verified by anyone Uplift of-490 Ibs found at span 2-Right. who would rely on the output as evidence of suitability for a particular application. The output NOTES: = above is based upon building Design meets Code minimum(U240)Total load deflection criteria. code-accepted design properties Design meets Code minimum(U360)Live load deflection criteria. and analysis methods. Installation of BOISE engineered wood Design meets arbitrary(I")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 1-1/2". with the current Installation Guide Minimum bearing length for B1 is 3-1/4". and the applicable building codes. Minimum bearing length for B2 is 1-1/2". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing you have any questions,please call (800)232-0788 before beginning USER NOTES: product installation. Beam 24 BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND- VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 I BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200311:08 File Single 31/2" X 11 7/8" VERSA-LAM@ 3080 DF Name - 1054 bm01 :FB18 2 - Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - 3 2 1 Standard Load-40 PSF 110 PSF TriN 07-00-00 •*`'ti � - �. � F.�':f 7 .�-�, # - 3 mp.p ',.� f�'r;"W � "^x n.. w �7 r' 1°"' .'�t+"a. r. r f ON 3 ".('!5t;,#*- 'r* �}.i'��`'� 1� 3f y. .3.. r 0s-MOO 06-00-0o R BO B1 B2 2249 Ibs LL 5756 Ibs LL 1668 Ibs LL 1025 Ibs DL 2792 Ibs DL 543 Ibs DL Total Horizontal Length-14-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-06-00 40 PSF 10 PSF 07-00-00 100 Member Type: - Floor Beam 1 T attic Unf.Area Load Left 00-00-00 14-06-00 20 PSF 10 PSF 03-00-00 100 Number of Spans - 2 2 7'2nd floor Unf.Area Load Left 00-00-00 14-06-00 40 PSF 10 PSF 07-00-00 100 Left Cantilever - No 3 2 walls Unf.Lin.Load Left 00-00-00 14-06-00 0 PLF 120 PLF n/a 90 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 07-00-00 Moment 6589 ft-Ibs 31.2% @ 100% 2 1 -Right Repetitive n/a End Shear 2362 Ibs 29.9% @ 100% 4 1 -Left Construction Type n/a Cont.Shear 3777 Ibs 47.8% @ 100% 2 1 -Right Uplift -4 Ibs 4 2-Right Live Load 40 PSF Total Deflection U1502(0.068") 16.0% 4 1 Dead Load 10 PSF Live Deflection U2098(0.049") 22.9% 4 1 Part Load 0 PSF Total Neg.Defl. -0.014" 2.7% 4 2 Duration 100 Max.Defl. 0.068"(Limit 1") 6.8% 4 1 Span/Depth 8.6 1 Disclosure The completeness and accuracy of CAUTIONS: the input must be verified by anyone Uplift of-4 Ibsfound at span 2-Right. who would rely on the output as evidence of suitability for a particular application. The output NOTES: above is based upon building Design meets Code minimum(U240)Total load deflection criteria. code-accepted design properties Design meets User specified(U480)Live load deflection criteria. and analysis methods. Installation of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 1-1/2". with the current Installation Guide Minimum bearing length for B1 is 3". and the applicable building codes. Minimum bearing length for B2 is 1-1/2". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing you have any questions,please call (800)232-0788 before beginning USER NOTES: product installation. Beam 25 BC CALC®, BC FRAMER®, BCIG, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'", VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. 6' Page 1 of 1 f BMW BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200313:35 File Single 31/2" x 11 7/8" VERSA-LAM@ 3080 DF Name - 1054 bm01 :F819 � Job Name - Chandler Bosworth Residence Description - Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - Standard Load-40 PSF 11,0 PSF Tdbuta 12-00-00 x -� e v,,.-5°.•' ." "' s�''.z .: ; a;w.r �^' ..'vr'- s _ x s - {"�r'w�a "-.y' '' .;,�d°�","i ^.... x" la,.:yk:,vs d'r"h'o-:..'� ..✓r:,:q::: �' g- r:7 -- a-sCxf.,f�.t"e3r. h. �•"k� r "'.a .�-x f+•,�, � {' � '�i' d ''ar+`� AL .<�,�rz.,:, r.>.�.. >. >t , r,rr,.,.?., ,4L�h. Ikir xsw .x...fa• ., zsTM �'r tfi �03 '� F � '= 80 61 2880 Ibs LL 2880 lbs LL 784 Ibs DL 784 Ibs DL Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. Member Type: - Floor Beam S Standard UnfArea Load Left 00-00-00 12-00-00 40 PSF 10 PSF 12-00-00 100 Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 10992 ft-Ibs 52.0% @ 100% 2 1 -Internal End Shear 3060 lbs 38.7% @ 100% 2 1 -Left Slope 0112 Total Deflection U493(0.292") 48.6% 2 1 Tributary 12-00-00 Live Deflection U628(0.229") 57.3% 2 1 Repetitive n/a Max. Defl. 0.292"(Limit 1") 29.2% 2 1 Construction Type n/a Span/Depth 12.1 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verged by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability fora USER NOTES: particular application. The output Beam 26 above is based upon building code-accepted design properties and anglYSis methpd4. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable b0din9 codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER@, BCIO, BC RIM BOARDTm,BC OSB RIM BOARD-, BOISE GLULAMTM, VERSA-LAM@,VERSA-RIM@, y VERSA-RIM PLUS@, VERSA-STRAND'rm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 � ry BC CALC@ 2002 DESIGN REPORT- US Wednesday,June 18,200313:39 File Single 7" x 11 718" VERSA-LAM@ 3080 DF Name - 1054 bm01 :FB20 Job Name - Chandler Bosworth Residence Description Address - Specifier - City,State,Zip - Designer - Paul W.Swanson,P.E. Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5663,NER 442 Misc - Standard Load-40 PSF 110 PSF Tributary 11-04 00 '3'F' ..,rrr i ;ter'e^zifri` Y:- "3..•{t i n- t y�lrt �_%` `'"":$" ... S m Su Ak BO 5747 lbs LL 61 5747 Ibs LL 2805 Ibs DL 2805 Ibs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-00-00 40 PSF 10 PSF 11-04-00 100 Member Type: - Floor Beam 1 beam 1 (RB 01)reactio Conc.Pt.Load Left 05-06-00 05-06-00 6507 Ibs 4129 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 38132 ft-Ibs 78.4% @ 115% 3 1 -Internal Slope 0/12 End Shear 7970 Ibs 43.9% @ 115% 3 f-Left Tributary 11-04-00 Total Deflection U366(0.36") 65.5% 3 1 Repetitive n/a Live Deflection U559(0.236") , 85.8% 3 1 Construction Type n/a Max. Defl. 0.36"(Limit: 1") 36.0% 3 1 Span/Depth 11.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output USER NOTES: above is based upon building Beam 27 code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDT"-, VERSA-STUD®,ALLJOISTS and AJSTm are registered trademarks of ` Boise Cascade Corporation. Page 1 of 1 r BC CALC®2002 DESIGN REPORT -US Sunday,June 22,200317:50 File Double 1 3/4" x 11 718" VERSA-LAM(g)3100 SP Name - BC CALC Project:FB01 g Job Name - Chandler Bosworth Res. Description - Address - Specifier - Paul W.Swanson,P.E. City,State,Zip - Designer - Customer - Company - Swanson Structural,Inc. Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 ll 110 PSF Tributary 05-00-60 Wm AIL 11-00-00 13-00-00 BO B1 B2 974 lbs LL 3017 lbs LL 1124 lbs LL 236 lbs DL 931 lbs DL 314 lbs bL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 05-00-00 100 Member Type: - Floor Beam Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4809 ft-lbs 22.6% @ 100% 2 1 -Right End Shear 1179 Ibs 14.7% @ 100% 5 2-Right Slope 0/12 Cont.Shear 1812 Ibs 22.5% @ 100% 2 2-Left Tributary 05-WOO Total Deflection U1431 (0.109") 16.8% 5 2 Repetitive n/a Live Deflection U1749(0.089") 27.4% 5 2 Construction Type n/a Total Neg.Defl. -0.02r' 5.4% 5 1 Max.Defl. 0.109"(Limit: 1") 10.9% 5 2 Live Load 40 PSF Span/Depth 13.1 2 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User speed(U480)Live load deflection criteria. . The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 1-117. particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMERS, BCIS, BC RIM BOARDTm,BC OSB RIM BOARD-,BOISE GLULAMT°", VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUSS, VERSA-STRAND-, VERSA-STUDS,ALL.JOISTO and AJST"are registered trademarks of Boise Cascade Corporation. Page 1 of 1 r COMPANY PROJECT WoodWorks® sornru�s»rr woon rxsxa Design Check Calculation Sheet Sizer 2002a LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full Area 10.00 (16.0)* No Load2 Live Partial Area 60.00 (16.0)* 0.00 5.00 Yes *Tributary Width (in) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : 0' 5' 13' Dead 179 Live 524 41 Uplift 89 Total 703 41 Bearing: Length 0.0 1.2 1.0 Lumber-soft,S.Pine, No.2,2x10" Spaced at 16"etc;Self Weight of 3.6 plf automatically included in loads; Service:wet;Lateral support:top=full,bottom=at supports;Repetitive factor applied where permitted(refer to online help);Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 44 Fv' = 87 fv/Fv' = 0.51 Bending(+) fb = 28 Fb' = 1087 fb/Fb' = 0.03 Bending(-) fb = 679 Fb' = 833 fb/Fb' = 0.82 Deflection: Interior Live 0.05 = <L/999 0.27 = L/360 0.18 Total 0.05 = <L/999 0.53 = L/180 0.09 Cantil. Live 0.24 = L/252 0.33 = L/180 0.71 Total 0.28 = L/214 0.67 = L/90 0.42 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 975 0.90 1.00 1.00 1.000 1.0.8 1.000 1.00 1.15 1 Fb'-= 975 1.00 1.00 1.00 0.690 1.08 1.000 1.00 1.15 2 Fv' _ 90 1.00 0.97 1.00 2 Fcp'= 565 0.67 1.00 - E' = 1.6 million 0.90 1.00 2 Bending(+) : LC# 1 = D only, M = 50 lbs-ft Bending(-) : LC# 2 = D+L, M = 1210 lbs-ft Shear LC# 2 = D+L, V = 484, V@d = 410 lbs Deflection: LC# 2 = D+L EI= 158.29e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. A�grssor'SVfice(1st Floor): Ma 228 Lot 139-2 ® tNe Assessor's map and lot number P 41 Board ot}.Health(3rd floor): Sewage Permit number Z DJSl9f4DLL Engineering Department(3rd floor): KAM House number oo 1039• Definitive Plan Approved by Planning Board 19 ��r►r d APPLICATIONS PROCESSED 8:30-9:30 A.M:and 1:00-2:00 P.M.only A ? P R 0 V ETOWN OF BARNSTABLE Bps b2e Coc?nervation CcmmissBnU I L D I N G INSPECTOR v � g MICATION FOR PERVjtV Construct a 12' x 88' bridge TYPE OF CONSTRUCTION Piling and timber January 30, 1990 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Broken Dike Way, Centerville, MA Proposed Use Residential acess for single family home Zoning District Fire District Name of Owner Allen White/Carl Reidell Address c/o Gillmore Marine Contracting,inc. Name of Builder Gillmore Marine Contracting, Inc.Address 381 Old Falmouth Rd. , Marstons mills Name of Architect Address Number of Rooms NA Foundation NA NA Exterior NA Roofing Floors NA Interior NA Heating NA Plumbing NA Fireplace NA Approximate Cost $90,000 Area Diagram of Lot and Building with Dimensions Fee /00 Construct 12' x 88' Bridge OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above cons uc Name Co try ion S ervisor's X/ense 7 ¢ WHITE, ALLEN & CARL REIDELL No 33620 Permit For Build Bridge R{ Piling & Timber Locations ' Broken Dike Way Centerville ` Owner Allen White. & Carl Reidell ' Type of Construction Frame - PlotLot 1 Permit Granted March 26 , 19 90 Date of Inspection Date Completed 19 s, PF a i r i [P f t w f tit i 1 ' WL Daniel S. Greenbaum Ono VUZtP J&P.et, -qo&v1z1, � U= Commissioner f3EQE NOWIS September 8, 1989 Th""D,i^PARTMENT OF ENVIRONMENTAL PROTEC7701 Carl Riedell and Allen White c/o Braman Engineering Co., Ltd. 258 A-1 Main Street Buzzards Bay, MA 02532 RE: Waterways Application No. 88W-0063/License No. 2044 Barnstable, Centerville River, County of Barnstable Dear Sir: The Department of Environmental Quality Engineering has approved the enclosed referenced license authorizing you to perform certain activities pursuant to G.L. Chapter 91 and regulations 310 CMR 9.00. Any unauthorized substantial change in use or substantial structural alteration of any structure or fill authorized by this license shall render it void. Furthermore, this license must be recorded at the referenced Registry of Deeds within 60 days from the date of issuance. Work or change in use authorized by this license shall not commence until said license and plans are recorded and the Department has received written notification of the n date, book, and page number of record. Please complete and return the enclosed Notification Form to this office. You are also required to notify the Department in writing of the date the authorized work or change in use is completed. Sincerely yours, John Simpson ion Chief �.Waterways Regulation Program JAS/JRM/lr cc: DEP-Region IV, Wetlands File No. SE 003-1664 U.S. ALOE, Regulatory Functions Branch w/enc. Office of Coastal Zone Management w/enc. Barnstable Waterways Committee Daniel Horn, Harbormaster Carl Riedell and Allen White 100% Recycled Paper , Form WD 54 � P LIIIII3ItIIT[II1Pci� IIcZ55c`It115P5 2044 No. ' v ptt�' Carl Riedell and Allen White of -- Barnstable, --, in the County of -- Barnstable -- and Commonwealth aforesaid, has applied to the Department of Environmental Protection* for license to -- to construct and maintain a pile-supported timber bridge --- and has submitted plans of the same; and whereas due notice of said application, 1-aee-€}iced fems-a-hearIng thereen, has been given, as required by law, to the -- Board of Selectmen -- of the -- Town -- of -- Barnstable ------------------------------------------- NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application, hereby, -subject te the appreval of the Geve-r----, authorizes and licenses the said -------------------- Carl Riedell and Allen White, -- subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to -- construct and maintain a pile-supported timber bridge -------------------------------------------- over and across the waters of -- Centerville River -- in the --Town -- of Barnstable -- and in accordance with the locations shown and details indicated on the accompanying DEP License Plan No. 2044, (3 sheets) . *Pursuant to Stat. 1989, c. 240, s. 101, "The Department of Environmental Quality Engineering shall be known as the Department of Environmental Protection, " hereinafter in this document referred to as the "Department" �� I� or DEP . License No. 2044 Page 2 The structures authorized hereby shall be limited to the following use: to provide access to a single residential lot. ------------------------- Please see page 3 for additional conditions to this license.------------- -------------------------------------------------------- --- Duplicate of said plan, number 2044 is on file in the office of said Department, and original of said plan accompanies this License, and is to be referred to as a part hereof. The amount of tide-water displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said -- Carl Riedell and Allen White -------------------------------- Waterways License No. 2044 Page 3 STANDARD WATERWAYS LICENSE CONDITIONS 1. Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform with all terms and conditions stated herein. 2 . This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3 . Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use of unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4 . This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This license may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause removal of any structure or fill authorized herein at the expense of the Licensee, its successors and assigns as an unauthorized and unlawful structure and/or fill. 5. The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6. Nothing in this Waterways License shall be construed as authorizing encroachment in, on or over property not owned or controlled by the Licensee, except with the written consent of the owner or owners thereof. 7. This Waterways License is granted subject to all applicable Federal, State, County, and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act, G.L. Chapter 131, s.40. 8. This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP Division of Water Pollution Control. License No. 2044 Page 4 by paying into the treasury of the Commonwealth -- two dollars and no cents ($2 . 00) --- for each cubic yard so displaced, being the amount hereby assessed by said Department. (0. 0 cu.yds. _ $0. 00) Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within 60 days from the date hereof, in the Registry of Deeds for of the County of -- Barnstable ------------------------------------------ IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this eighth day of September in the year nineteen hundred and eighty-nine. Commissioner / Department of Director Environmental � * �Section Chief t�� — Protection THE COMMONWEALTH OF MASSACHUSETTS in cangidQr-ation Gf- the payment inte the of the Commonwealth by the said of the further sum of the amount determined by the rnor as a just and equitable charge for rights and privileges y granted in the land of the Commonwealth. -BesTei - pr-ave . —6averner - I V�Ll y° dST ti T �EP4;FS�NT , y FLA4' r DFL11�l�TIc•�J n `� Ft/►� 5 :.G. nw .wktr- 19.1?87 a e,F F. QE Pcc'7 ,V ' JuL� ►�,,19a7 y Z�., wti�. �w pprNis Mti 1qD 'STVNES To FAM � A /. 0,AK4 1, ST4 1 + 43 ,fib l,o y p► ,e'` _J- �� - _y9; _�v CEMERAZLE � ' •� 7 0 'D;h le!7. 10p1 'V O•a O STk 4 T ��1'Vv 0 ♦ 0 � �� Mixes ► raJ r �` (,C- �Qo��A� �. per► �' $ 1TP-) T !1 M q fJ f AV Lo q µ C P�• . LEv 2.�. .. RIVER FLA4 Cl_f1ID �' v -4: • WELDIvi -- k /��•R bz Mc STONES TD FADE ��/SLOPE-�1 "o U y . Id 0 orrCy Fy�.� �,` M i ► •.._ . E'i WAI MAQK-4N;sWa'9e4- MSL h" t�t.EtTttIG serrv�c� To ! rm--LreAMO u e�•16 "RANSpoKH6(L oN 3.4'x�.G' Ryl 7 4; InNL.PAth �C T E��'1bNB 1 1. L 3 1 �• q 67 j° �p�Q �V� s Tb 6E. YOYmD p Q � Y' w D TK MT 40 �a N CC�rZASS 1? SI�QLI�) Ik BR.[>KEN y` CG�C FM[D , F.NELI7 V TMP PLANTS - SGALE. : t All timbers shall IZ F3t=NFS @ 8 0' O.G. BB'o.e.. 19% MC maximum. All timber above MH All timber piles a capacity of 20 tons Mejabox 12" x 12" Cap �QfFT PINS STRINyERS To � AT iG11 ot4 L TER 4" x 12- Str o /SITEQNb.TE ry1NNlrtc� 0 8�o�lvgc 4" x 12" Deck cE7- 4rr.'. vECK►N4 ejAW 'S-,WIP SFtICES DECK F-L. 8.4 ' 3�4a� To Jad1 4 x l Z'S EQS �T f�1 : ` { x 12's wl 4 x Ws (E50LT LE► 61TH VA21F- . GcxtNTERsrNIC Ft usti Lc Gr 1 c To AccoHOPATE PVG AS 21=4•� e'o WATEtZ t-ww a-cIL GoNDutT + �?O (TYP.) ToP of Pit_ E EL. G.Z 1 3q��xzd't..or.t4 i t�sz1FT ekVLTS ?YP) tj s-051 Co.L. I�,°EKT Cq QAcE =4 �jlelinave a bearing Dense Structural 72 1750 Dense Structural 72 1750 Dense Structural 72 1750 P1LES Tc7 f � AT g!o"o,G. SPANwNy Lew N WISE - d�p" ALYz " III___ ��-SPAN PILES {r�P)x Zo" LIFT PINS r Lje�15 F OLTS (TYP) d,�IZ STIZt►.YaERS( P P I t iTN A� QEQ. ZX(Z ftZXV--5 Tqv) A �� 4 zIZ" DF.GKING, `"'I►u SPACIF.i� i IZx IZ � Lo<y(Ty�P) I • TtM6EfZ LES (T P) p4sx Z4" FT 5MTS IZ" ..120 4�x IzA Z"xlZ.�xZ4" E61.C-<K TYP. L, @ OF SPA CAPLGGi F N11N�-� PLAN Assessor's office(1st Floor):' Ma 228 Lot 139-2 TN Assessor's map and lot number p re�Q�oi E -EVard of Health(3rd floor): SewageNermit number Z IMUST&BLL i Engineering Department(3rd floor): r�ea House number °° i639• Definitive Plan Approved by Planning Board 19 ��MO a' APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF "BARNSTABLE . BUILDING INSPECTOR 'Ap 0 APPLICATION FOR PERMIT TO Construct a 12 x '80 bridge 4., TYPE OF CONSTRUCTION Piling and timber January 30, 1990 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Broken Dike Way, Centerville. MA Proposed Use Use Residential acess for single fa&ily here Zoning District Fire District Name of Owner Allen White/Carl Reidell Address c/o Gillmore Marine Contracting,inc. Name of Builder Gillmore Marine Contracting, Inc.Address 381 Old (Falmouth Rd., Marstons mills Name of Architect Address Number of Rooms NA ""+ Foundation NA Exterior NA Roofing NA Floors NA Interior NA . Heating NA Plumbing NA Fireplace NA Approximate Cost $90,000 Area Diagram of Lot and Building with Dimensions Fee Construct 12' x 88' Bridge A • ' i ;f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction? Name Construction Supervisor's License WHITE, ALI-JEN &. CARI., RETDI;LL '"� a �-/39.00a A=228- 39 . 2 i No, 33620 Permit For Build Br.ie i ilin . & Timber Locati0 Broken Dike Way Cen Owner Allen White & Carl Reiaell Type of Construction Frame Plot Lot Permit Granted March 26, 19 90 Date of Inspection 19 Date Completed 19 lltl-wl � 9� F a 1 r. For Registry Use Only "I Certify That This Plan Has Been Prepar- ed In Conformance With The Rules And Regulations Of The Registers Of Deeds." i' , A Zt1 of ROBE BRAMAN No. 8942 <q �F03TERE OR-, S U a may% .h';'.`•`% S. 000 LOT I SO) Z. OFF 1!>R C K F_M D I K E WP.Y �I �•01 QG■ PNES }n; �� GJ W T I YD.STONES y FADE W/SLOPEE I I .•, SJ h `I , t 1,• i b .,,•.�,;.• ' N U.S.G.S. KEY MAP j. HYANNIS QUAD. SCALE 1 25.000 ! ,; 8T It i 1 Vti- i B A 6. A" E� NOTES �/ F oL L Ova I. ELEVATIONS ARE SHOWN W FEET 8 j TENTHS BASED ON MEAN•LOW WATER:,?. •. +`=p'r',,;.','''. CEN TER M/L L E •\ti • q 2. ALL HARDWARE SHALL BE GALVANIZED + + D Z LEVA ""0" A�' __7 a - , 3. FL00 ON��`AIO E TION� �� 0 MSI= " •+�` 1.11•V :1 + CORDGRASS 4. BENCH MARK IS CORNER OF ' TRANSFORMER PAD. { ` L s.� • 5. ELW . -0.5 DOES NOT OCCUR AT THIS LOCATION ON THE RIVER., 6• ALL TIMBER PILES SHALL BE CCA \ .� 3 • .I,• a R/;,F/P 1� TREATED ev 2.5 PCF. 1 , J , 1 I \ 7•ALL OTHER TIMBER SHALL BE CCA • oo TREATED a LO PCF. � - kx coRDGRAss 1'I \ • w N O iLT Ht CL.Y A.6 U'ir E R• o • • SC+}-kll KQTHEZIa1E,00HE� NY NAl S 7 MAR 0260 I }' o' • M • • a WESTERLY AtBUTr>eiz- ' wAl i'l x0s PH 0. IAFR TE . ,,' A `� �� • • � �' t 51 bLANTYtZE. OVE. - �, I,, Piz IvOT'e. U9E BENCH MARK STA 0+53 CHISEL o'SET EL8• M W I YD.STONES TO ti a1� FADE W/SLOPE ra' I BIT. CONC. ROAD r �+qs� PLANAPPROACH TOo BE PAVEDBROKEN DIKE WAY RTAMANSCALE I"■20' H No. 10905 SS/0 AL PLAN ACCOMPANYING PETITION OF n,Gl�u CARL RIEDELL ET AL TO CONSTRUCT TIMBER BRIDGE } IN '�ppfovf,�J by Gepaitiwant of inviro11an1al Pro �c{'►an'; ,Ir' . CENTER Y/L L ,E R/ VER :., of , sauhus/ ►s HYANNIS , BARNSTABLE CO., MA. Cl7�if1�1iSSi®NE9 ' MAR. SHEET I OF 3 ' DIVISION DIRECT�� BRAMAN ENGINEERING COMPANY LTD - SECTION CFlEEi �1" CIVIL ENGINEERS a SURVEYORS 258 MAIN ST. BUZZARDS BAY MA "- ai For Registry Use Only "I Certify That This Plan Has Been Prepar- ed In Conformance With The Rules And Regulations Of The Registers Of Deeds." ROGERT U A. G� BRAMAN No. 8942 <(qy FC/STER�' �Q� W ` •:y;'. CL 3 �',,'':1'.`'3''�`,'•off: W X W l �1 U' VI ( ''1�,�� ..i,)•:fir IL bD Ul co IL Q 'lit t. I' � O f•; t a c� O NU :ii1' j P W Er ku a O U J d U- W O wo OF q qS 9 ROBERT A. �',1I� „'��l. .(� :�a,'� �� 1�„• �'z��l. � O A A GRAM M4 No. log lwi "I _►'virnr(r�i�;�!�.i P���eCtion IsTrY�o `� 61VI� CARL RIEDELL ET AL su E ti , 1 Q8 SHEET 2'.OF"3, For Registry Use Only "I Certify That This Plan Has Been Prepar ed In Conformance With The Rules And Regulations Of The Registers Of Deeds," 1 ROBERT A. t!w Bi44.2 �• �F01ST f R��, 1t- r 4 1/2"0 20"DRIFT PINS STRINGERS TO BE AT 16"0,C. i'``•'+i''' '': AT 2'O.C.INTO ALTERNATE BEamm xr tOF BRIDGE r STRINGERS 8' - 0" 10"x 10"CAPLOG 4• _ 0.. 4' O.. 1 I 2"x 10"SPACER I 1 4'd2"DECKING 10"A,V.&pP BPOCEB I DECK EL.}0.0 `f . I 3/4" BOLTS TO JOIN 4d2'S LB�2ryd�2T�S{ W/4d7S(BOLT :;jr`:•:Y;'"';i,t; 2"x IY BLACK 'FLUSH TOVq�IES C '. xw A ACCOM jl 4",dY STRINGERS(TYPJ AS REVDa" ;=. ;' {r I;:''';.i�• '..1'•y.:1 ` a o. 8" WATER MAIN,! ( t.1+ IY x 12"CAPIAG I I/Y 16 x 20"(TYPa� 3Y O.C. 6"0 ELECTRIC CONDurr �"o'c' I TOP OF PILE EL•7 8� > { ' TELEPHONE CONDUT ' CABLE T.V.CONDUIT 3/4-0■24"LONG DRIFT BOLTS(TYPa TIMBER PILES ,),. •.� ..tz �,.,;� 5'-0" O.C. W-0" O.C. APPROX.EXISTNKi TYPICAL BENT SECTION SCALE 3/8" a 1'-0" '• 1;.;1.�r.�{} },;� 1 1l r\y i ( •i , 1} {�1 1}.1 1. t RETAINING WALL 1 >: of T-4"42"x1z a-o"PAD 20'-0" RAMP 4"x12"DECKING '• DECK EL.10. 1 .., 4".12"STRINGER ( VOL, 18 C.Y.GRAVEL BASE in ':.�•.fit,. APPROX.EXIST.GROUND c 12"xl2"xl2' CAPLOG i TIMBER PILE AREA TO BE RETAINING WALL t PAVED OF 4"xl2"x12' } 4"42".DECKING,, • EXIST. BIT. .� .;;;•j. CONC.EL,9.3 DECK EL. 10.0 SECTION "A-A" / 4"d2'STRINGERS SCALE 1" a 8' APPROX.EXIST GROUND. + I VOL. 0 2 C.Y.OF GRAVEL BASE 12"xZ'xIZ CAPLOG TIMBER PILE r , { SECTION "B-13" SCALE 1" a 8' z ;' J/�t t.,�'.�.I�IC:.I 't�.J1r`^ ';�'��•.I�7�A f`�IM��o �•O � \ t ` '\l:. OBERT .. .. !�> BRAi,�N I i , G 1V�L i'., i:l'�,�:�� 1J4 IJ j�,K.tl Ll�t�l ;'I _rY411 r,��Y}'�iU l P�oteGt►cry{ r.. �' '. NO. 1090'' CEP 1982 : NALa �if►t�t� •� c ,1 ' f Tu �9>39 r CARL RIEDELL ET L -A -+�-;E9�- SHEET 3 OF"3 ti �4 r h� t i- ------- � I i i V-4" - - - I ----- DROP WALL 8" LJU v — FOR BULKHEAD G ' I I Jn� o CONTINUOUS 2x6 P.T. SILL PLATE/SILL INSUL w� N - v w/1/2" DIA GALV. A.B. ®b'-0" M O.C. AX o o f' O MIN, I 1/0"xll 7/8" LVL RIM JST. 2-P.T. 2x8 GIRT d Q 2:o 4 M r-------------- -- ---1 I I. 10" DIA. CONC. Sig° r, N N I I I SONOTUBE, TYP. X Z O ` I I m — ----- �1 p Z S2 M W I o I L m I IwJ a 1CDn I I n I DROP WALL 7 r- ----------- ------------ " \ 9 --___—_-__--_— - \ \JQ s DROPPED BEAM I N \ \ FOR STEP _ I 3-I 3/4"xll I'T/8"- i i \ \ LVL GIRT I ] L -10" 10"xT CONC. WALL \ ON 20'x 10" CONC. FTG. -4 \ I u i I I I I 1 w /2"x4" CONC. KEY O I I. BM MIN P R-TYP. MIN. BRG. 4" .2'-2 1/2" I 3-I 3/4"x11 7/8" LVL GIRT I I N -b 1/2" ONC12'uFTG. . I 3-1 3/4"xll 7/8-'-__, _ „ I V II� LVL GIRT r JO I I O t -- r i ----i—��---- - i 11 7/8" TRUSS JST'co- e I o 0� -® TYPICAL _ BASEMENT J I j CONSTRUCTION-' m 3 1/2 CONC. I I j 1 I I JOINT m 6 MIL P LY VAPOR BARRIER �- r.��l/erg-1 3/4"x❑ 7/8" I r'— OVER fill COMPACTED GRAVEL LVL GIRT I I i - I -------� r� �_ I LVL GIRTI 7/8" I i 'a, NI L------------- T ----------------------"- I I v 3 1/2" CONIC. FILLED o._ m STEEL LALLY COLUMN ON f U IWALL / / I CONC. FTG. TYP. m_ NN ryl DROP WAL/7" i 3-1 3/4°xll 7/6° CONTINUOUS I I I LVL GIRT . I 8"x4'-O" GONG. WALL I --_— ON I6"x10" CONC. FTG. BM. PKT-T P. I. I q gls W MIN. BRG. V I 3 1/2" CONC. FILLED. Z O o I I LALLY COLUMN, TYP. . - I I . ---------------I i m r-------J f �mOKE®ETc C-r Q n I I STEEL BM. I <� FRS 0 K C GARAGE cl 4° CONC. SLAB 10/10 w/ I L----- -------------� ,(� b"xGOMPACTEDM ON GRAVEL I I--- -- ------------- - ` N�T/s gVV H I o 2-P.T. 2x10 GORT- ^ E BU LDIAIG DEP1, W . lu —L I �j-' �i N .WALL 12", i 7 F ® r-�-P.T. 2x10 GIRT r- L I---------- --- - ----1 r J - -- -------L-f-e I _ C�l/ 4 0° ________________ _____ L J L_ / . a CS� 2n. 12" DIA. CONC. SONOTUBE ON 24"x24"x12" CONC, FTG. �_0n 9,_6n 1i_bn 9,_fin ,_On I ;D TATA E 07/29/02 - 24'-6" 21'-6" W-0" jRNDONS `_- 08 10/02 ` I JDRAWN BY (DRAWING No._-___J FOUNDATION PLAN SCALE: 1/4"-l'-O" I A2 i k� - i P.T. 2x8 ® 16" D.G. 2-P.T. 2x8 GIRT o 7-171 I I I I I I I I I I1 <o i I I I I I I I I I I I i ! I III I I I I I I I I I I I I I I I I I ,I I ___—_ Cc zXz� IIIII IIIIII - oz� QQ R�1 ED WCD � . � Q� —-—- -—-—- ' 3-1 3/4"xl I 7/8° 11 7/8" LPI's® 16" O.G. I I I 1 I I I I I I ( —_ LVL GIRT BELOW —_— —-—_ — i DROPED BEAM 1 I 1 I 1 I 1 1 I I I I —_ I/ I I I I I I I I I I 1 11 I I I I I 3 - i FOR STEP I �mOE —- ---- � I � � � � � � � � � ( I II' IIIIIIIIIII .wQ —_ �mmW It 7/8" LP I's® 1IV O.C. 1 I I I 1 1 1 I I I I I I 1 I R1J Q O U _---_ !_ G1ll �7,B�' LVL Gil RT B-7—L—L--L—I- I 11 I I I I I I 1 I I I I I I I I I I I I I I I rTfi���t I I I 1 I 1 1 I I I I j I I I I 1 I I I I I I I I I I I I I 1 A ' IIIIIIiIIIIIIIIIII ' ' ' IiIIIiII _—_—_ III- Ifi==� _____ I IIIIIIIIIIIIIIIIII " ' IIIQ _—_-_— -- i I II 3-1 3/4°xll 7/6" 3-I 3 GIRT 8° LVL GIRT BELOW I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �J1LVLTGIROW I I I 1 1 1 mW ------ I I�-1 I �-�mW � I I I I I I I 1D I i 1 I I 1 1 I I i J K 1 1 I III 1 1 1 11 1 1 1 IIII t>�° ----_ I 1 I I 1 II II I IIIII 1 1 1 1 1 � I I I I II I I III ' I I I�- - - ' 9-I 3/4"xll 7/B" 1 I 1 I LVL GIRT BELOWI I I 1 '� �y i 11 r rTITII I r c= I 1 I It 7/8 LPI's ® 16" O.C. CONT. It 7/8" LVL RIM � O I 1 I I I , Vr O IIIJ ' ' " ' IIIIIIIII z r- r r- r- r r- r- a I I_ P 2-P.T. 2x10 GIRT i 'I P.T. 2x8 ® 16" O.C. j i P.T. 2x6 LEDGER BD. BOLT w/5/8" LAG BOLTS w/JOI T HANGERS RED I TYP. AT ALL DECKS - ----------— !DATE 07/29/02—I !REVISIONS I ORA NWNW BY I IDR4WING No j �� FIRST FLOOR FRAMING PLAN _ scALE: v-0"�I'-o" i I i s A7 I r i I i t i i P.T. 7 1/2"" LVL 2-P.T. 7 1/2"" LVL _ V 11 o EA END P.T. 2x8® 12" O.G. UUU ' TAPERED TO SLOPE _ O --------11 --------� (��j 9 �,O u (U — _-- oQ O 1 ---_—_—_ --_— —_ �rfF ¢� ° -------- -------- - - --- - ��yj RJ I II I II I I 1 1 I I I (I 11 I 1 1 1 I ITITI I I ———— ———— X z CDS r III 1 1 I I I I I ( I I I 1 II 11 1 Q co C) 1 I 1 1 I I 1 I II I I I 1 I I 1 I BRG. WALL BELOW I I 1 I I I I I III I I I 1 i 1 I 3) _----- ————— - Q Z IIIIIIil1 IIIIIII WI' ----------- -- 1 II 7/6" LPI'e® ib" O.C. 31 1 I I Hill ! ! II ® ® I I I II iI I 1 1 I I I 1 I I I 1 i I I I 1 1 I 1 IIIIII 11 I 1 I I I I 1 I I 1 1 1 —_ --_——— 11 1 I I I 1 I 1 I I I Go i I i I I I I I I I I 1 I i 1 1 I ILJ I I 1 I I I 1 1 I 1 I IG. !AL L !EL!W I _ _ i !. BRG. WALL BELOW —— —————- i I I I 1 I I 1 1 I I I 1 I I O I1111I11111111111 IIIIII III 11 ---- I IIIIIIIIIIIIIIIII IIIII � � IIIII� _- - I II 7/8" LPI's® 16" O.G. I I I I I I I I I 1 1 1 IIIIIIIIIillllll CONT. 11 7/8° LVL RIM IIIIIIIIIIIIIIIII III IIIIIIIIIIIIII OI��I A STEEL BM. BELOW IIIIIII1111111111 III II IIII III 1111 - _ ; rW, �� •• I i I I I 1 I I I I I I I I I I 1 I 1 i I I I I I 1 I ( I I I I I I I .. _ � �.,/ V 1 � IIIIII 1 I I I 1 1 i I II I 1 — — I I I I 'I 11 1 I Z C/) Y+ j 1 W ►�' I (DATE 07/29/02 1 iREYiSIONS � SECOND FLOOR FRAMING PLAN SCALE: I/4"=I'-0" 08.1102_� IORAWN 8Y —�--- ;DRAWING I A8I I • i _ I Wa 2x10 O.G. `CU O O i Q M i Iv ROOF UNDER j CD 1 I I I I ^ N 1 1 I I t--a • - - - - - - - ( I I I I I 1 I I � O - - - - - - - �i 11 11 II I o i 11 I I- I ` I \ CI X . j I i I 1 1 1 I i 1 I 1 11 ' I III , ,. i I II II II 11 I of Ii i I I W W co Qco II ' I !II ! ! ! ! IIII ! IIII IIIII II IIIIII I d i ! ' I �0CL --- I �--'------ I 1 I 1 I 1 I 1 1 11 I IIII ! I III xl0® 16" I.GI IIII I ! IIII I I j 1 , , III I I III i 2x10 ® I6" O.C. IIIiI ' IIIIII I � IIII I III j � pil ' ' I IIIII 1 1 III 1 p I 1 I i I I 1 II III I I I III I I III III , " ' I 1 I 1 I 111 I' � ' i IIII II I i 12 RI \ t I I ) I III 1 1 I III I III , I I III I ( III I I I IIIII !. III ( I I I I 1 III 1 �- ;, I I I I Ij � •\ - i 1 III ( I II t al I I I I I 1 11 ! ih _I _ I _ 4 _ _11 RIG_ ROOF UNDER 1I 1I HUILT OVER FALSE ROOF \ \ � •'\4 I 1 III ( III I I 1 I II 1 I I 1 1 I - 1—J I I. I f\ IIIII ! I !Iillllllllll ! I ! III � Iili �!� ! I ;III 'II I 1 III I II I I 1 1 I 1 I I II I II 1 I I ( III, I Y I) I L. I I II I• I I- I I i ;I ' .L•r� IIIII ! I !IIIIIIIIIIIIii ! III11 I III - o E- a I 12x10 m I6" O.C. r I I 111 I I II 1 I I 1 1 1 I I it I ' I III III III ' I! I I I I jl I 11 ( ! 11 i i i w jl I I I I I II ,I IIIIII I, I I(I I I ROOF UNDER z o I I I II I I I I.. I I I I I IIIII .IIIII ! III IIIIII III 1 II ' I I � w i I A I I III 11 4 I I I I 1 I 4 11 III - vl r�l ' I I 1 III 11 1 I 1 I 1 1 I i 11 III I I w --7t_- I 2-9 1/V LVL BELOW j 2xa ® 16" O.C. TYPICAL.DORMER 2.5 FRAME ® 16" O.C- ,. i I ROOF FRAMING PLAN BGALE: I/4"el'-0" {DATE-- 07�29�02- �� =DRAWN BY ---1 =DRAWING No. _-- A9 ' -- ARCHITECTS ER 5/ CDX PLYWOOD - _ ASPHALT SHINGLES N _ I5u FELT PAPER OV 8" wo O Lnj BRICK CHIMNEY o -_ -_ - -- -- - - -- -- - I xz� _ ED CD R.C. CLAPBOARDS .. SIDING OVER "TYVECK" OR EQUAL ON I/2° CDX PLYWOOD P.T. 4x4 POSTS WRAP WITH IO" DIA FRONT ELEVATION SCALE: I/4°�P-O° FIBERGL. COL.-TYP 0 `e o 2ND FLOOR i FDATE _07/29/02_ _ _- --._ _- ---. _--__-__--- IREYISIONS HIM 1� _- - ---- ------ --------- --- -_-_- _- IST FLOOR _- ---------' - (DRAWN BY - _ REAR' ELEVATION SCALE: va°.r-o". A 1 • i 12 o a c,) r o o RAKE BDS ID O Z 4° BOXED OUT RAKES - 00 ®M LJ^ �na3U,' �1RIG!-�T SIDE ELEVATION SGALE: I/4" I'-O" , Elm 14 O /�Ey--+ 12 W 07/29/02_J REVISIONS DRAWN BY —_ :DRAWING No. 1[.�l ----- ��LEFT SIDE ELEVATION SGAL.E: va"-I-o' I A (�G I i i i L ' BILCO SIZE 'C' BULKHEAD - 24' 25'-6" W-0" - i q - - -Al -- I ANDE SEN ANDERSEN ANDERSEN ANDERSEN FWGS 68 FWG5066 FWG5068 FWG5066 v y,� w/TR NSOM w/TRANSO w/TRANSOM w/TRANSOM - - - - I' 6° 7-9 Sig° L b" 0" L� 1-0 w °m F DECK QB m 59 (U K OQ W N m Ix4 MAHOGANY DECKING ro/� o R o O 1 3 v SUN ROOM p= ANDERSEN CD C FWH316B �(pG�t ai i 9 ��7XZ � N m N _ ANDERSEN �- i B m W Q� ON. FWG606BCO r O ��. O 4 LL 3 ANDERSEN I - DW SINK _ T [tIl c C:) Cl N. FWH3168 I ' I 1 a- 3 BREAKFAST I KITCHEN. REF POWDER RM 2660 v ANDERSE 20" M FWH6068 - / aII a O° o 0 v © - LIVING RM- ANDERSEN - , F 8 I DEN 14' ;fF rD 6 L T '-On ARCHED OPENING -. � U 5'-0. P 3068 2'-6 I/4° p I DINING RM. 5068 306E GARAGE I x" I 0 o --------- ------ i Q WINDOW SCHEDULE o _ m m SYM. MANUFACTURER'S UNIT ROUGH OPENING QTY REMARKS 1r 9070 ANDERSEN ANDERSEN 3'-O" A ANDERSEN TW2442 2'-6 1 8'x 4'-5 1 4' - w/TRANSOM 9070 FWN6068 FWH606B / / j -__--_a1TBAd5QU - j Z i a i --------- B ANDERSEN TW3442/CTN34 3'-6 1/8° x 6'-5 � W c, C ANDERSEN C335 6'-0 3/8'x3'-5 3/8' Q �, G ANDERSEN TW24310/CTN24 2'-6 1/8°x5'-7" E ANDERSEN CW13 2'-4 7/8°x3'-O 1/2' �i Q E ANDERSEN TW2842 2'-10.1/8'x4'-5.1/4''. Z Ir G ANDERSEN TW3442 3'-6 1/8'x 4'-5.1/4' W x H ANDERSEN TW18310 V-10 1/8" x 4'-1 1/4' - i LAANDERSEN 2817 2'-8 5/8%l'-7 1/4' CELLAR UTILITYWINDOW j 9'-O" :_O° 9'-0" �_8n 10'-O° 5'-8" I i 24:_6n 21:_6n .V_On q:_Ou - - NOTES: 1. SEE ELEVATIONS FOR GRILLE PATTERNS. • :DATE----07/29/02 - j (REVISIONS _-_ �� FIRST FLOOR PLAN SCALE: 1/4"-,'-O° !DRAWN._8Y jDRA.WING No-------- i 25'-6" � 1�+ C u (U I I.-O. o Q M XID Z ROOF DECK ° z 14'-4" D GK o .® _, 0�. Q c • o I I ��d o ' ANDERSEN FWG606B I CL. ANDERSEN s I FWG5068 v O m I 2666 BATH I I BEDROOMC�l 12668 I s-o^ I D A I 2668 2° M. BATH Q 26686'- i 266b 2B68 2668 <Lb o BEDROOM I 2068 i3� m DN. NTERTAINMENT ANDERSEN '" v - CENTER FWG5068 _ 2B68 w/TRANSOM - v i s m M. BEDROOM O a� ANDERSEN I I O C w/TRANsoM BEDROOM ---� @) W 4-o^ F Q W j Z 1 it (7 �Jlll I �. iL— -- — ----- — —J� 4-0" 2'-b" 4'-4 1/2" 10'-8" 4'-4 I/2" 5'-4 1/2, DATE 07/29/02 --- --- ' - ,• RE�VISIONS -----' �1 SECOND FLOOR PLAN SCALE: I/4°=I'-0° --1 DRAWING No__---- rM 8i_On (QVJ�JJ per, _———— DROP WALL 8" - "" v - FOR BULKHEAD } I I 1 CONTINUOUS n 7 - 2x6 P.T. SILL PLATE/SILL INSUL. U , - w/1/2" DIA GALV. A.B. ® 6'-0' O.C. MAX O 2-P.T. 2x8 GIRT MIN. 1 1/8"xll 7/8" LVL RIM JET. } o CD ———————————--———— - - -$----- r � o ------------ -- I mx 10' DIA. CONC.SONOTUBE, TYP. — ————— O XO Z CD �D J I I I o If6l ---- x1 pQon1 1nL--------------------- ---i----- DROP WALL 7°—————_oi---- 3-t 3/4°zli"T/8'� j 10°x7'-10" GONG. WALL LVL GIRT-�---o— " I ° FTG. °--+--, \ ON O x O CONIC. K .. r U " I 1 I / C w x4 ONC. KEY I 2 I j I t BM. PKT-TYP. " - MIN. BRG. 4° -t- I 2'-2 1/2" j 6 3-I 3/4 7/8" F I - i n =® I LVL GIRT L— N a, Cmu ON 12° FTC. I I LVL GIRT i OC --�--- ----- ------ II 7/8" TRUES JST's ® 16" oc I _ -® TYPICAL BASEMENT CONSTRUCTION' ai 3 I/2" CONIC. SLAB OVER JOINT m 6 MIL POLY VAPOR BARRIER 3-t 3/4°xll 7/8" I OVER 6° COMPACTED GRAVEL LVL GIRT Ir-!-- - -----i 3-1 3/4°xil I - LVL GIRT r l I / L_--------------------� r m r / t---------------------� I 3 1/2' CONC. FILLED I I STEEL LALLY COLUMN ON 6 30°X30"X12" I m CONC. FTC. TYP. _. i°O I DROP WALL 7" 3-I 3/4'xll 7/8e I I CONTINUOUS I LVL GIRT r O w -_-_ --_- S"x4'-O' CONC. WALL I ON 16"xl0' CONIC. FTG. ,. I I i I I MM.N.BRG. I 3 I/2' CONC. FILLED I I n I I /� O O I I LALLY COLUMN, TYP. V I --------_ --_ ---I F^- , n STEEL BM. I I I I I V1 r o w I I I I I GAR AG r w A a E _ 4v 4° CONC. SLAB w/ I .------_-----� D' 6"xb" 10/10 WWM ON -----------------O 6" COMPACTED GRAVEL r-— i a I I UO 2-P.T. 2.10 GPRT- - - W O L DROP N WALL 12 I ® r— -P.T.2.10 GIRT r— — ———_--- --- rJ - n L J L_ - a _ -2" DIA. CONC. SONOTUBE ON - 24"x24"x12° CONIC. FTG. LDATE 07/29/02 -. PREVISIONS �--- • .. .. .DRAWN BY------ _ jDRAWING No. �1 FOUNDATION PLAN SCALE:'1/4"a1--o° /, CD Y. no 0w'CD o CON'T RIDGE VENT O p�p'^^'upp Q C u 0 2z12 RIDGE BD- I �a 3 12 2x0 O 16'O.C. I TYPICAL ROOF CONSTRUCTION ASPHALT 514INGLES ON - I50 BUILDING FELT ON ` .I/2'COX PLYWD. I PROP-A-VENT BAFFLE - 10 RAFTERS O 16'O.C.w/ SIMPSON W2.5 CLIPS O W O.C. _ 9'(R-30)FIBERGLASS BATT KRAFT VAPOR BARRIER 4'-0" KNEE WALL 4'-0" KNEE WAL 3/4'TtG PLYWD SUBFLODR GLUED 6 NAILED OVER t 2.10 O 16'O.C. ALUM. GUTTERS ON MUM Ix8 FASCIA 5DS. I . Ik4 MAHOGANY DECKING Ix8 SOFFIT EDS. lu/CONT. SOFFIT VENT TTP.2rd FLOOR COMB TION 3/4'T!G PLYWO SUSF4 - - GLUED 6 NAILED OVER 1 --- II 7/5°LPI'e AT 16'O.C. m 6'VNFACED F.G.SOUND I ATTS 1A5 STRAPPING AT 16' .C. Ix8 FRIEZE BDS 'SLUEBOARD WITH SKIMCOAT PLASTER-S H STEEL BH. STEEL BH. 2xe O W O.G. i - I 1 CANTILEVER P.T.2XV, I' - TYP IST FLOOR CONSTRUCTION 3/4'T O G PLYMID SUBFLOOR TYPICAL WALL CONSTRUCTION ICI T/15 D LPI eILED i OVER VE C. W.G.SHINGLES 5'EXPOSURE 1•+4 6'(R20) FIBERGLASS BATT INSULATION Ik4 MAHOGANY DECKING O TYVEK HOUSEWRAP 1 3 STRAPPING AT W O.0 - ON P.T.2kB O 16'O.G. I/2 CON PLYWOOD 1/2'BLUEBOARD WITH - 2x6 STUDS O 16'O.G. SKIMCOAT PLASTER-SMOOTH 5 111//2''RI9IONUNFACED FIBERGLASS BATT l v i r , T/� POLY VAPOR BARRIER CONT.AT `./ LVL GIRT INSIDE FACE LVL GIRT O I/2'BLUE BOARD W/YEN.PLASTER(BMOOiH) FOUNDATION: , - ` 0-4 BITUMINOUS DAMPPROOFING L.G.ON ~� ON 10'.'lONC. - ,. CONC. FTC. l'1'P. FOUNDATION WALL WBASEMENT FLOORON :' - - xI E FOOTING EP 5 1/2'CONC.SLAB OVER KEYED CONG 4 MIL POLY VAPOR BARRIER W �, ON 6'COMPACTED GRAVEL - is �1 GROSS SECTION , SCALE: v4°.r-O" i i REVISIONS J i A6 :�. LOCUS PLAN: NO SCALE \ BARBAF% BEANE �. R.EVISIONS. ASSESSORS MAP 228 _ - NO. Ali_ 0[yC, UTN RD' PARCEL 194 / •'.', - - - Fpit A`3 moo. — 4.'a7 REDUCE HOUSE SIZE 28 W MAIN Sj PLAN REFERENCES S B �Pc^� 1 •,o FROM CONTOUR78' TO S. WIDE. _ O. G,.. REVISE C L.C. 30469-A P A F:.-P m'o - 2 6;'itj02 GENERAL EDITS PLAN BOOK 361. PAGE 10 O.4 T 'P,Oy / N/F — N/F GERALD DAMBROSIO _PLAN BOOK 3b1, PAGE 97 JOHN &KATHERINE DOHERTY �� BL t".P N/F , - �Sr^ \ REGINA M. HURLEY / ASSESSORS MAP 228 ASSESSORS MAP 228 p,T NE PARCEL 56 P1 v \ ASSESSORS MAP 228', PARCEL 59 - PARCEL 58 PROPOSED 1500 GAL, i DRYWEII-FOR POOL m \ TCB-i - BENCHMARK SET t�1 N \ ` -g a PROPOSED ( TOP OF CONCRETE1 LOCUS A MA'k yy_2 :� �p �� INGROUND BOUND. 2P /' oo76'x24'POOL ELEV 5.18' NGVD t p ` ELLIOTT RD. Ir TCB'P� N A / 228 x (r�' O, o 2.0� 1X 516, VWL3 1 MIN PROPOSED h O . MAHw-299 8'x16'SHED •G f�- _ I - S18LE 2' // 3 7 i�. 20 \g G ti0�0 .p0 \ NC r �. HIGH BANK 00 A.- MA HA'-300-w /t 0v -jy£74q�O' SE S t3.0// ry„T .'B f00_ / • .e�' ctivuK `�i Q- AHW-301 - / by i >b � -.• -.'.C,Oc ��i.� P :.- )S4 .. BVW-28 O MAHW-307/ h EZEV y�" : / - i. PRC AL FES�ION ENGINEEP. DATFc. r 'f f_ / ROPOSED� DECK VW-26 / \ vC` :t250 GAL ___ 0 8 - PROPOSED PLAN MAHW g' eNN .DRYWELL r IT OPOSED' Q 1500 /• OF 3031 .TCB 6 _ 4.BEDROOM e GALLON - . I 12.5 .. WELLING. TOP SEPTICt Vw 2 "�RCO(� �' /• I .. BVW-5 s PROPOSED CONCRETE WALL TANK o ' / RSF /�~ >'•'. B / r GARAGE' ELEV 15 SINGLE FAMILY OP OF SLAB ELEV 14 O - ' HOME VtLCE RIVER =1 BVW-6 r CENTERTce-7 AND D c P�cy �. �I % APPURTENANCES �ESTURINE) I I TCBB t7 '•. —� �, p a c sj o �. 8 37 BROKEN DIKE MAHW 3041 - BVW-24 c� % 5.17o /•' - IN, �T P 1 'a'p"f`,�P��_ 4J - -Fn•a4, +� ,+ �'13T'J;. 5 r'K t � Fo NOTES: teed VS <_ / /• 1.BOARD OF HEALTH SEPTIC SYSTEM ' BARNSTABLE OO - EIVw' I -F_ (�' 2 - ,{�- y. 'ra s p•a-t .' evw-23 0 /: APPROVED DECEMBER 09. 2001 MAH 300, BSC-I? ,,\ -�1 /. �y.. `fir,r .a44�`� > 5.27' ;• IYIASSA�iHUSETTS MA14, 01 L 2.STATE SEPTIC VARIANCE APPROVED _ BVW ?v f •,�„rG 4 - G` EDGE OF V� f$' -4• - BVw 22 /• FEBRUARY 07, 2002. (BARNSTABLE COUNTY) - ---��S44 \ O / / \ i�tj`✓���r ��a sy \ _ 1 V � 1 a( t •�..` 3.ANORAD APPROVED APRiI 10, 2007 +: C - >�''• -.) _;,r ..—.._.._.._ DEP FILE N SE3-3811. �.IAHW-202 MAHW-204 ` /// MAHW-306 1 /! - 5 N/F /� // BVW 13 's .TI -x --'`OI 50 BORROW 6VW 0 �:� y,, j r6 4.VARIANCE REQUESTED 4' WITHIN - - NICHOLAS RE VOTSKIE _ �•_M PITS £ ,_ \T COASTAL BANK (ARTICLE 27 TOWN OF ASSESSORS MAP 228 �`�\ / / / i BRIDGE ACCESS BVW 14- BORROW e;,' 6VW 21 BVW-22 TERRESTIAL - TOTAL AREA ORDINANCES) S.F.ES) PARCEL rn \ c / PROPOSED IMPROVEMENTS TO BROKEN PITS _ - VW-19 46 FRESHWATER / _ MAHW-203`. / MAHW-20 / DIKE PROPOSED BVW-15 '� ` VW-18 % WETLAND LOW STONE SHRUB/ LOCUS INFORMATION RET. WAIL BVW 17 4.0 N/F VEGETATION TAl10iJ . 4/ 1 MAHW-307 BVW-16 CURRENT OWNERS: ALLEN WHITE &CARL RIEDELL . \ � XPLLEN WHITE & CARL RIEDELL AssessoRs MAP 2ze _ / MARCH 12, 2002 // PARCEL 139 002 eOcf O �fHW-206 \ \ "? fy TITLE REFERENCE: DEED BOOK 3117, PACE 214 �� 38.1823 S.F. OF UPLAND O.B6t ACRES % '� WETLAND 7.2t ACRES 4.4 TOTAL AREA 83 ACRES PLAN REFERENCE: NO RECORD PLAN, SEE FLAN REF. � \ \ Q-P - DISTURBED AREA 13,3093 S.F. F Q`.L� ASSESSORS MAP: 228 O MAHW-308 EDGE O PARCEL: 139-002 ZONING DISTRICT: RC l `\` _ � - - PREPARED FOR: e + SETBACKS: FRONT'20' SIDE 10' BOSWORTH ASSOC. ` MAHW-207 10' \\ _ REAR P.O. BOX 685 \ \ \ \ MAHW-309 `45 OVERLAY DISTRICT: AP 1645 FALMOUTH RD. FIIENHMARK SET �\\ CeG \ \ \ e - x _ OVERLAY DISTRICT: RESOURCE PROTECTION NIT C, 2nd FLOOR OFKNAIL ORAINACE `,` .\ TF. \ \ - OVERLAY DISTRICY DCENTERVILLE, MA N PAVEMENT / EASEMENT �x\ - t �Ai \ \ ----- -------�- - ---�-- -- FEMA FLOOD _ 02632 I ELEV 7:94'NGVDONE DISTRICT: ZONE C& ZONE AID,(EL- 11.0') 0 F \\\ 250001 0008 D F lrq BSC GRotrn LEGEND / \ \ MAHW-310 ———— STATE - TOP OF COASTAL BANK 657 Main Street,Unit 6 TCB-7 TOWN -'TOP OF COASTAL BANK / W.Yarmouth-Massachusetts BVW-16 BORDERING VEGETATED WETLANDS 02673 \ \ FEMA FEDERAL EMERGENCY ACT FLOOD i�'� 5087788919 I INSURANCE RATE MAP ELEVATION 71 2002 1t,�g-c c,.ouo•io MAHW-208\\ \ \ 187. TOWN - COASTAL BANK .\ \ AHW-._3 / i SCALE: Z0'5 to .N/F 109. STATE - COASTAL BANK R 0 10 20 w � _ CHARLOTTE ROBERTS MESSNER - n ASSESSORS MAP 227 `` \ LSCSF LAND.SUBJECT TO STORM COASTAL FLOWAGE i PARCEL 79 i �\ PROJ. MGR.: C- FIELD' i FIELD:.N. H. / B. H. / D. G. / J. McC. CALC./DESIGN: K. HEALY / � .DRAWN: K. HEALY r`' 1R\ CHECK: C. FIELD/ N. HAYES _ FILE: 8243-CON4.DWG \� _._.-._ .- - -.-._ DWG. NO: 5270-05 SHEET 3 OF 4 / J08. NO: 4-8243.00 N/F LOCUS PLAN: NO SCALE BARBARA BEANE REVISIONS: ASSESSORS MAP 228 NO. DATE DESC. PARCEL 194 - F p,LM CONCRETE D & HE 28 � MAj/� BOUND ST PLAN REFERENCES OUN L.C. 30469-A ` 1�3,� N/F - PLAN BOOK 361, PAGE 10 N/F `� `'I • GERALD DAMBROSIO JOH�V & KATHERINE DOHERTY `, _ PLAN BOOK 381, PAGE 97 �� N/F ASSESSORS MAP 228 Commencing at a Concrete Bound at The most ♦ ��\ INE S� N INA M. ASSESSORS MAP 228 �`�,� ��•;�\ SESSORSS HURLEY ASSESSORS PARCEL 56 Northerly portion of the locus thence running in a southeasterly - PARCEL 59 •�;,` MAP 228 direction. - PARCEL 58 Course: S 57-56-49 E Distance: 13.34 `, `\\ To the point of beginning TCB-1 \\ � `� \\ 1 �� ' 0.\\ BENCHMARK SET\ `� Course: S 29-20-31 E Distance: 52.45 N �� \ , �� ��\ TOP OF CONCRETE Course: S 03-53-07 W Distance: 46.33 LOCUS MA�I W-2 \�\ \BVW-�2 \`` '��, , F \�\, ��,\ SS)S , BOUND `� Course: S 42-38-47 W Distance: 84.00 ` i ,\ F ��\csa \\ \\ 6�,93 LE 5.18 NGVD Course: S 11-17-30 E Distance: 12.00 c� �O� • \ \ Course: N 0 0 B ? .'•;� 1,� `'\ ��\ `\ �� �`r �`\ F Course: S 53-20-12 E Distance: 17.0 Z;%, 'F / TCB�2� `, '\ `, 1 i 1S Course: N 71-29_06 E Distance: 58.00 ti e \� `. '� '� >>p, Course: S 85-06 56 E Distance: 7.00 F �N ELLIOTTELLIDTT RD, { , f �'d s• a „� Course:N 61-50-45 E Distance: 9.00 ►w►� d / .►'' �r ti Vyy'T3 ;m Course: N 39-29-41 E Distance: 18.00 MAHW-2991 �c� _ 8g• ,.g Course: N 07-50-27 E Distance: 45.00 / CR T 3B;r �( Course: N 45-51-17 E Distance: 31.45 ' (� •- ; + 3 ( o �v�� O�� ,,P�� r ;' ; / 1 M o^ ;` , 41 N o 2 W ; -'`ti Q ti O�� thence to the point of beginning ' Na3®03p / � . ` N O 2 ' r 00 'I, Course: N 57-56-49 W Distance: 137.70 �. MAHW-300 /:/ �/ �/ f�( i + i �/ O O N i �, � �. � g � Perimeter: 542.92 �"�� PI10 AHW- 301_ �� dQ BWS-4// f, i ; , o t ( •h� �, / Area: 11,725f s.f. 0.27 acres BVW-28 .000 /OzoIr MAHW 302/ _ _ r p� / , / ( ♦ p i PROFESSIONAL LAND SURVEYOR DATE 44 .01 / TCB-5 t F� / •"� ` t , ' ' (�Q /' D ,' DECK i jJ` , ,•' (' ; / MAHW AS- BUILT PLAN 3031 7 i I)TCB-6 qGF',; u,:,�, t\ ' /. p0. 4 BEDROOM ► o: \ \ ( DWELLING TOP o� { ; ' 0 F 13VW-25 I i i BVW-5 \` c9 ' /' �• / OF CONCRETE WALL !Z �� r i r GARAGE ELEV 15.0 ; ; SINGLE FAMILY TOP OF SLAB i Qa !{ !ELEV 13.6 { ' r HOME BVW-s41 C d!TCB-7 ` �� y ��, / TO ACCOMPANY _ �' B 7 8 // � r c, JI P 09'43'O6"E'��\SS • --,.:�- ..�_ C LO M R-F MAHW 304 1 . , 5. • 3 I APPLICATION 1 -8 rn 1 t �� S �•OQ�,....+... ....\ ``\ �\\ `\\ t� �k 1 5.17 \� ► ' P ��. \ -_ ,_-- , , ,/ `�� \ 37 BROKEN DIKE \ \ t \ \ \ / ✓ \ / 4J , \ , p - � Q� �� \ \ � r r � � r / � � � ti � / ( BVW-23 ° BVW 1 ,\ Q '' ,1 `; \\\ `\ \\\ `\ `\ `\ �r r r '` `��\ i' / �li ' `�\\\` ,r 5.27 t\ \ 1 BSC-12 / \ \ \ / MAHW-201 MAH 3Ct5L L ♦ \ �\ \ r t t t ( ( r / , r / \ \ \`� ._ jr IN \ L BVW-`w,0 `\ ,` +�`\\ \\ i /� ' i ,,` �� rr /` // ` t\ ~�`` �� �� �e, .'� BVW-22 ' ` ' ' ` ` BAR f�S` AB LE EDGE OF ,� S \ / , \ \ \\ ( r// e t t r / �/ i�► \ `\ \ \ ..� , \ , \ \ oo HE ' `, \ \�;;// ► ���` ; ! ____; �, ,- MAS SAC H U S ETTS Sy MAHW-204 / / MAHW-306 ••.,r r// t i / / ` \ ' t MAHW-202 BVW-13 ��`�.'// i ; / { BORROW BVW-20 \ \`'��___�__ i O, N/F \ i / j PITS `� ---------' (BARNSTABLE COUNTY) NICHOLAS REVOTSKIE /. - BVW-14 ASSESSORS MAP 228 4 { TERRESTIAL / BRIDGE ACCESS BORROW �, �r' / J BVW-21 BVW-22 PARCEL 171 TO BROKEN PITS ; / VW-19 FRESHWATER , , j / %% . MAHW-20 / / DIKE \ `�' VW-18 WETLAND LOCUS INFORMATION 03-01 -0170C MAHW-203 / BVW-15 SHRUB / LOW STONE �0 CURRENT OWNERS: W. CHANDLER BOSWORTH RET. WALL BVW-17/ VEGETATION h N• /F CO O TITLE REFERENCE: DEED BOOK 20139, PAGE 331 ( \ MAHW-307 BVW-16 W. CHANDLER BOSWORTH / \ \ 0.20 ASSESSORS MAP 228 PLAN REFERENCE: NO RECORD PLAN, SEE PLAN REF. OCTOBER 31 , 2005 PARCEL 139-002 V 0 �HW-206 \_ \ 38,182t S.F. OF UPLAND 0.86f ACRES ASSESSORS MAP: 228 '� \ \ WETLAND 7.2f ACRES C� ,`.� • \ \ \ TOTAL AREA 8t ACRES �Q-P PARCEL: 139-002 9 Q OF ZONING DISTRICT: RC `%. MAHW-308 EpGE SETBACKS: FRONT 20� \ \ SIDE 2� O `��` \_ -0.15 REAR 10' PREPARED FOR: • .� •� �- OVERLAY DISTRICT. . AP BOSWORTH ASSOC. \ OVERLAP DISTRICT: RESOURCE PROTECTION P.O. BOX 685 \MAHW-207 �. 0.96 MAHW-309 OVERLAY DISTRICY 1645 FALMOUTH RD. 0.03 FEMA FLOOD UNIT C, 2nd FLOOR B & ZONE A10, (EL. 11.0') CENTERVILLE, MA BENCHMARK SET DRAINAGE `\ - \ � � \'� '� �qti ZONE DISTRICT. 250001 �0008 D N TOP OF PK NAIL q 02632 8 SET IN PAVEMENTCli EASEMENT `�\ �� \ \ '� �tiG BSC I Q 657 Main Street, Unit 6 y \ MAHW-310 W. Yarmouth Massachusetts /cam \ _ \ \ -0.05 02673 °F`•� \ \ �'� 508 778 8919 In CID \ \ \ loo, b MAHw-208�\ \ \ / / / Q 2005 The BSC Group, Inc. 1.52 � /I / SCALE: 1" = 20' AH W-311 0 2.5 5 10 rues i \ ,• CHARLOTTE ROBERTS MESSNER i ASSESSORS MAP 227 •\ _ \�� ' PARCEL 79 \ �' �\ PROJ. MGR.: C. FIELD m \'� '� FIELD: N. H. / B. H. / D. G. / J. McC. `, ` .� /• !� CALC./DESIGN: K. HEALY LL .`\ . \ \ .\ \ , loll DRAWN: K. HEALY ,`\ : \ -\_ \ ,'% i G�Cq CHECK: C. FIELD / N. HAYES W �� �' _ _ _ _ _ �_�' FILE: 8243FEMA.DWG L. M ,`�\ \. \•\ •\ .-.-. -.-.-.-.-. .-.--.-.-. --•-•-•-•-•-•-•-•-•J / - - I. `, - - - - - - - - - DWG. N0: 5270-07 CID JOB. NO: 4-8243.00 SHEET 1 OF 1 o-