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0035 SHORT BEACH ROAD
t x O G G a { n ,r s �.�. a: � ,� as --"• �.r c .. m � ... '4.�,;. _xr �" _, .. ��. �.: a ya-•�� d � �-s� �..,y�-�.�•c.->wa�>< asm m ..�...�..��.!..As..+e.:_�.. .� _< _ ... �, - —_.—__—» �-_ _. -_ >� _� �—x� �_�-gym— ��v.-,.•�4-...sr..+wn..wa.�ln.r�+ ... 4h-.,�. - 0 JuL-11-207F5 0 :34 PROM: TO 1--#'3 -06a P.2%2 NBSC GP,0UP 2 65;Main Streer, July 6, 20)05 Unit n, Route..28 West Yarmouth,;MA D2671 1 Barnstable Building Depa.rtnient hTel: 5oB-778- 9iq 367 Nfain Street Hyannis, MA Fax: 508 77F3 9c�6b > 02601 Re; 35 Short Beach Road Dear Mr. Perry n response to your recent questions about the above referenced project site, the Following 4l are footage calculations should clear the matter. Total upland art:a of the lot is 19,728+s.F: Total building footprint and deck=2,3.50±s.f. or i 3.9% "Dotal gross area of both floors(including garage and connector area) 3,718±s.f. (18.8%) T!*1 can be of any further help on.tlis matter please call meat ;508)778-8919, Yours truiy V� a Kiera ealy,c.I.Te..,.:__w--' t l h Job -Ref: 48504.01 Etioneers ; N Environmental » Scientists r. CIS Consultants Landscape Architects Planners t , Surveyors ' r z. d+ F o� Town of Barnstable Building :.uu�rtsrne�e t Post this Card So That it is.Visible From the Street=Approved Plans-Must be Retained on Job and this Card Must be Kept "6 Lsted Until Final Inspection Has-Been Made ' °b34 ♦ ,n ry �elr'Il1 Il�here a C rtificate'of O cupaIn is Required,such Buildingsh Il Not be Occupied,until awn pe-ct o has been made Permit No. B-20-1906 Applicant Name: Chris Hagerty Approvals Date Issued: 08/30/2020 Current Use: Structure Permit Type: Building-Dock Expiration Date: 02/28/2021 Foundation: Location: 35 SHORT BEACH ROAD,CENTERVILLE Map/Lot: 206-030 Zoning District: CBDLBSB Sheathing: Owner on Record: NOELLE,RANDOLPH J& BARBARA G Contractor Name:.' ,t Framing: 1 Address: 301 FREEMAN ROAD Contractor License: 2 PLAINFIELD, NH 03781 ""- ,,.y Est. Project Cost: $41,235.00 -i Chimney: Description: Install a new boardwalk over the salt marsh and fixed pier over the Permit Fee: $260.30 water. Insulation: Fee P.aid:�' $ 260.30 Final: 202030 Project Review Req: 8. I „'.^ Date: ��' / / Plumbing/Gas Rough Plumbing: g: This permit shall be deemed abandoned and invalid unless the work authorised by this permit-is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. 1 Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Build ing_and Fire_Officials-ar p ovided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed -,-•_tea. Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: applicable, required for Electrical, bin n Where app cable,separate permits are requ cal,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: _ _ f. K-:.a;�.a� h 4rc.`^ +nY.t+ 3�" .aYb•..F V.. n,f". �..... ,. .r.r..-Trs, ..::. y, .rS, � v�b •'r:: Mks ',fir ,i�= _..� N",,, Y s•i+.,a;..!'"w':st'nf fi.. r�1.,�wf�'6.._�,�� ......� `oFtKME. Town of Barnstable BARNSTABLE. Regulatory Services MASS. $. 039. Building Division prED MPy s 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection T r-C,rnC, Location Permit Number Owner Builder One notice to remain on job site, one notice on file'in Building Department. The following items need correcting: ��o%5,A-3 fSfer- Caa t oyc. CLrc# e— cam f re S YS l!!CJ t3 CYS 1�Su c_tCr Sc.�r�e►- �ectdryo#,-e iA 5 �rWay �m ci have ggm'ct. L 6 T- I-0s3 .5 a-at, i7o e tlsed ✓` 04e sl, an s-s5 '�G. C,cCtL'S•S�YICC+�� .q�DVf C.�c.rrcy�. 1.''k-�nas�! pv�C to Mt+.�n 1�o�.c3��"� -DVC4 wor� t n 04.r41GC r'COUIC0 Am 5eDe.m•-�Oy' -fn J«'� 5, eKC Ct aVC S naT a"tt?Obr1P'-�� �4Cf '/�+a �eGcirc�> �J f 1�V L �)c cjj,o, VV .�' fA re 5 W.r O?D•r rI.u'n 10 K-'3 C 2n �r ,z %rwule Ia,.c 't needs ac` to� s�� - - "'�n 3 8 e \VLEw 1AU i + c� ! ym3 y J Please call: 5(08-862-49H8 for re-inspection. '5ec kqc- Inspected by „G- Date 1'# D I �".. 10�.� a.�" s��r-w,�.y s ,�►.�.$-�- �e �,�� -�,;�ILt1.�S3 6� CnrR/y I C� .IyP @) �(11tl �Z� �%{rsad. 1 orbvti S V hus �S O v ' J t + o � �� Y by . e Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways"License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Barbara and Randolph Noelle Name of Applicant 35 Short Beach Road, Centerville River Centerville, MA Project street address Waterway Cityrrown Description of use or change in use: Construct, license, maintain and retain a 4'W x 102' L elevated pier with 6'x 20'"T"end pier, boat and water access ladder and a kayak rack over the waters of Centerville River in Centerville MA. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws. Brian Florence Printed Name of Municipal Official Date Building Commissioner Barnstable Signature of Municip fficial Title Cityrrown CH91App.doc-Rev.03/17 Bull-OIN J DEP i. Vbag�a ya'1a aaeV afa176G Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection ' Wetlands MassDE 77 assDEP File# Ll WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town A. General Information Please note: BARNSTABLE this form has 1. From:been modified Conservation Commission with added 2. This issuance is for space to a. ®Order of Conditions b. ❑ Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: Requirements, Barbara and Randolph Noelle a. First Name b. Last Name Important: When filling out forms on c.Organization the 301 Freeman Road computer, d.Mailing Address use only the tab key to Plainfield NH 03781 move your e.City/Town f.State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. a. First Name b. Last Name c.Organization 2turn d.Mailing Address e.City/Town f.State g.Zip Code 5. Project Location: 35 Short Beach Road Centerville a.Street Address b.City/Town 206/030 030, Lot 51 plan9288V& Lot 28 plan9288-O c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: d m s d m s d. Latitude e. Longitude wpaform5.doc• rev.6/16/2015 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): BARNSTABLE CTF 212282, LCP 9288V,Lot 51, LCP a.County 92880, Lot 28 c. Book d.Page March 26, 2019 July 9, 2019 July 16, 2019 7. Dates: a. Date Notice of Intent Filed b. Date Public Hearing Closed c.Date of Issuance a. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Site Plan a. Plan Title Cape & Island Engineering Raul Lizardi-Rivera, P.E. b. Prepared By c.Signed and Stamped by April 22, 2019 1" = 20' d. Final Revision Date e.Scale f.Additional Plan or Document Title g. Date B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ❑ Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. vvpaform5.doc• rev.6/16/2015 Page 2 of 12 r Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 i WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b.linear feet c. linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.c/y dredged f.c/y dredged ` 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet a. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet s. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet j.square feet wpaform5.doc• rev.6/16/2015 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 WPA Form 5 — Order of Conditions MassDEP File# LLI J Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all,that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 1o. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 11. ® Land Under the 3.9 Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below cu yd cu yd 13. El Coastal Beaches a.square feet b.square feet c.nourishment d.nourishment cu yd cu yd 14. ElCoastal Dunes a.square feet b.square feet c.nourishment d.nourishment 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 1.40 17. ® Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt, Ponds a.square feet b.square feet c.c/y dredged d.c/y dredged 19. ® Land Containing 3.49 Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.c/y dredged 21. ® Land Subject to 240 Coastal Storm a.square feet b.square feet Flowage 22. ® Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 240 200 ft g.square feet h.square feet i.square feet j.square feet wpaform5.doc• rev.6/16/2015 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 MassDEP File# LIJ WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town B. Findings (cont.) protect is for 3. If the 23. ❑ Restoration/Enhancement*: the purpose of restoring or a.square feet of BVW b.square feet of salt marsh enhancing a wetland resource area 24. F� Stream Crossing(s): in addition to the square footage that a. number of new stream crossings b. number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c (BVW)or The following conditions are only applicable to Approved projects. B.17.c(Salt Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures, shall be deemed cause to revoke or modify this Order. the additional g Y Y amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. , If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. An Order of Conditions for a Test Project maybe extended for one additional year only upon written application by the applicant, subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on July 16, 2023 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. wpaform5.doc• rev.6/16/2015 Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land'upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number SE3-5677 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpaform5.doc• rev.6/16/2015 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c: 131, §40 eDEP Transaction# BARNSTABLE Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland the boundaryof the wetland in the vicinity of the proposed work area shall be Y P P marked by wooden stakes,or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order(the "Project') (1) ❑ is subject to the Massachusetts Stormwater Standards (2) ® is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards,then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; vvp aform5.doc• rev.6/1 612 01 5 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection --Wetlands SE3-5677 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Cityrrown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and'that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement ("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.) the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) . The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpaform5.doc• rev.6/16/2015 Page 8 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits) shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. , Special Conditions (if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. xpaform5.doc• rev.6/16/2015 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3-5677 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction # BARNSTABLE City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The BARNSTABLE hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: BARNSTABLE S.237-1 - 1.Municipal Ordinance or Bylaw 237-14 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See pages 10.1 10.2 and 10.3. wpaform5.doc• rev.6/16/2015 Page 10 of 12 SE3-5697 Name: Barbara and Randolph Noelle Approved Plan=Site plan revised 04/22/2019 by Raul Lizardi-Rivera,P.E. Special Conditions of Approval L Preface Caution: Failure to comply with all Conditions of this Order of Conditions may result in serious consequences. Such consequences may include issuance of a Stop Work Order,fine(s),the requirement to remove unpermitted structures,requirement to re-landscape to original condition,the inability to obtain a Certificate of Compliance,and more. The General Conditions of this Order begin on Page 5 and continue through Page 9. The Special Conditions, if necessary,are contained on Pages 10.1, 10.2,etc. All Conditions contained herein require strict compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions,and prior to.the commencement of any work approved herein,General Condition Number 9(recording requirement)on Page 6 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s),and the project contractor,to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition No. 10 on Page 6(sign requirement)shall be complied with. 4.: The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The Natural Resources Department shall be notified at least twenty-one(21)working days prior to the start of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable, shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. 6. The applicant shall obtain a building permit for the proposed pier from the Town Building Commissioner. III. The following additional conditions shall govern the project once work begins: 7. General Conditions Nos. 13 and 14(changes in plan)on Page 6 shall be complied with. 10.1 8. The Conservation Commission, its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 9. Unless extended,this permit is valid for three years from the date of issuance. 10. An Amended Order does not change the original date of expiration of this Order of Conditions. 11. Salt marsh shall not be disturbed with the exception of 1.40 square feet. 12. CCA-treated piling and structural timber(greater than three [3] inches thick)are allowed. Otherwise,no CCA-treated or creosote-treated materials shall be used. 13. Deck plank spacing shall be at least three-quarters of an inch(3/4"). 14. Fiberglass grating over the salt marsh shall be provided. It shall provide a minimum of 65%light penetration. The following special conditions(in italics)shall govern boat use at the approved pier. These conditions shall continue over time. Note: for purposes of this Order of Conditions,the term"pier" shall refer not only to the linear pile-supported structure,but also to any of its components or appendages,such as the float(s),ell,tee, ramp,outhaul piling,etc. 15. The Commission granted at J2 waiver(distance from an unmarked channel)requiring that the vessel berthed at this pier have a beam no greater than 6'10". 16. No boat shall be used or berthed at the approved pier such that, at any time, less than twelve inches(12') of water resides between the bottom of the boat or the propeller in the full downward position—whichever is lower—and the top of the substrate. 17. A small sign shall be displayed at the end of the pier,facing open water. It shall read SE3-5577; (35 Short Beach Road) Limitations: • 170 Dauntless 18. Lighting, if installed,shall not exceed a 25-watt incandescent bulb,set a minimum of twelve feet(12') apart and a maximum of two feet(T)high from the walking surface. These lights must be baffled or shaded to direct light downward only. The lights cannot utilize timers,and should be switched at the beginning and end of dock. No lighting shall interfere with safe navigation. 19. Lead piling caps shall not be used. 10.2 20. Access shall be provided as a means for along-shore public traverse 21. Work on the pier shall ensue mid-tide rising to mid-tide falling, or as otherwise necessary to provide a minimum twelve(12)inch clearance for the work barge above the substrate. 22. The applicant may maintain, in conformance with the plan of record,the proposed pier and other structures given in the Notice of Intent application for the longevity of the Order of Conditions(3 years). Thereafter, maintenance may be extended through any forthcoming Certificate of Compliance. IV. After all work is completed,the following conditions shall be promptly met: 23. At the completion of work,or by the expiration.of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted, certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the approved plans. This statement,along with Form C,shall accompany the request for a Certificate of Compliance. 1.0.3 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands SE3- i WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable City/Town E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special 1Ul 16 2019 filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1. Date of Issuance on the computer, use only the tab Please indicate the number of members who will sign this form. key to move your This Order must be signed by a majority of the Conservation Commission. 2. Number of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt requested) or hand delivered to key. the applicant. A copy must be mailed; hand delivered or filed electronically at the same time f� with the appropriate MassDEP Regional Office. Signatures: ,stun, KTrAMA ❑ by hand delivery on by certified mail, return receipt requested, on JUL 16 2019 Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act (M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigs.doc• rev.02/25/2010 Page[t of Massachusetts Department of Environmental Protection Provided by MassDEP: ' Bureau of Resource Protection - Wetlands SE3-5677 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpaform5.doc• rev.6/16/2015 Page 12 of 12 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91' Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important:When filling out forms A. Application Information (Check one) i on the computer, use only the tab NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing key to move your Package for BRP WW06. cursor-do not use the return Name (Complete Application Sections) Check One Fee Application# key. WATER-DEPENDENT- General (A-H) ® Residential with <4 units $215.00 BRP VVW01a ❑ Other $330.00 BRP VVW01 b For assistance ❑ Extended Term $3,350.00 BRP WW01c incompleting this --------------------..-..-..----------------------------..-..-..-..-------------------..-..-------------------..-..------------------------------------------- application,please Amendment(A-H) ❑ Residential with <4 units $100.00 BRP WW03a see the — "Instructions". ❑ Other $125.00 BRP WW03b NONWATER-DEPEN DENT- Full (A-H) ❑ Residential with <4 units $665.00 BRP WW15a ❑ Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c Partial (A-H) ❑ Residential with <4 units $665.00 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d ❑ Extended Term $1,335.00 BRP WW03e CH91App.doc•Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Barbara and Randolph Noelle matt@capeeng.com Name E-mail Address 301 Freeman Road Mailing Address Note: Please refer Plainfield NH 03781 to the"Instructions" City/Town State Zip Code 508-477-7272 508-477-9072 Telephone Number Fax Number 2. Authorized Agent(if any): Matthew C. Costa matt@capeeng.com Name E-mail Address 800 Falmouth Road, Suite 301C Mailing Address Mashpee MA 02649 City/Town State Zip Code 508-477-7272 508-477-907� Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Barbara and Randolph Noelle Owner Name(if different from applicant) Map 206 Parcel 030 41'38'17.700"N 70'20'42.864"W Tax Assessor's Map and Parcel Numbers Latitude Longitude 35 Short Beach Road, Centerville, MA 02632 Street Address and Cityrrown State Zip Code 2. Registered Land ® Yes ❑ No 3. Name of the water body where the project site is located: Centerville River 4. Description,of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑Great Pond ® Uncertain ❑ Uncertain CH91App.doc-Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Construct, license, maintain and retain a 4'W x 102' L elevated pier with 6' x 20' "T" end pier, boat and water access ladder and a kayak rack over the waters of Centerville River in Centerville, MA. 6. What is the estimated total cost of proposed work (including materials & labor)? $10,000.00 7. List the name &complete mailing address of each abutter(attach additional sheets, if necessary).An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. Jane Wickers 17 School Street, Byfield, MA 01922 Name Address Edward Tellier&Candace Domos Trustees, EA Tellier Realty Trust, 93 Birch Rd., Belmont, MA 02178 Name Address Mary Hill&M Christopher Canavan Trustees, Mary Hill Canavan Trust, 72 Brook St., Wellesley, MA 02482 Name Address Edward & Margaret Guillet Trustees, Edward Guillet Rev. Trust, 650 Charles Van Damme Way, Name Address Sonoma, CA 95476 D. Project Plans' 1. 1 have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑401 Water Quality Certificate Date of Issuance ®Wetlands SE#03-5677 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc-Rev.03117 ` Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's signature(if applicable)CAPE&ISLANDS ENGINEERING,INC. Date CH91App.doc-Rev.03/17 f Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑ Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging N/A Purpose of Dredging 2. What is the volume (cubic yards)of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location include separate disposal site location ma 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Barbara and Randolph Noelle Name of Applicant 35 Short Beach Road, Centerville River Centerville, MA Project street address Waterway City/Town Description of use or change in use: Construct, license, maintain and retain a 4'W x 102' L elevated pier with 6' x 20' "T" end pier, boat and water access ladder and a kayak rack over the waters of Centerville River in Centerville MA. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Brian Florence Printed Name of Municipal Official Date Building Commissioner Barnstable Signature of Municipal Official Title City/Town CH91App.doc•Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Barbara and Randolph Noelle Applicant: Name of Applicant Section H should 35 Short Beach Road, Centerville River Centerville, MA be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Construct, license, maintain and retain a 4'W x 102' L elevated pier with 6' x 20' "T" end pier, boat and water access ladder and a kayak rack over the waters of Centerville River in Centerville, MA. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." Anna Brigham Printed Name of Municipal Official Date Planning Barnstable Signature of Municipal Official Title City/Town Note:Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4)and/or 310 CMR 9.17. CH91App.doc-Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to"Sample Plan" (attached) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ® Scale is stated & shown by graphic bar scale on each sheet ® Initial plans may be printed on bond; final plans due before License issuance must be on 3 mil Mylar. Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s) and or fill and the distance which they extend beyond MHW*or OHW* El Change in Use of any structures on site must be stated *See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note: DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design components such as visual access, landscaping & site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CH91App.doc-Rev.03/17 L Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ® Property lines, full black lines, along with abutters' names and addresses ® Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ® Mean Low Water(MLW)*, black dotted line, (.............) ❑ Historic MHW*or OHW* ❑ Historic MLW*(..._... _..._) ❑ State Harbor Lines, black dot-dash line (— . —. — . —)with indication of Chapter&Act establishing them (Ch. , Acts of) ® Reference datum is National Geodetic Vertical Datum (NGVD)or(NAVD). ® Floodplain Boundaries according to most recent FEMA maps ® Proposed & Existing Easements described in metes& bounds Water-Dependent Structures ® Distance from adjacent piers, ramps or floats (minimum distance of 25' from property line, where feasible) ® Distance from nearest opposite shoreline ❑ Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. CH91App.doc•Rev.03/17 ` Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. Reg istry Statement aD 31/2 inche 5 inche Locus Map First Sheet Only CD 1 „ 21./4 i n c h e Sample Plan T 81/2inches P.E. 0r RIS stamp 3 Y4 inch ;; Plan Accompanying Petition af.,. DEP Stamp First Sheet Only 3/4 " Border CWApp.doc•Rev.03/17 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: N/A General View ❑ Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper. ❑ A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ❑ A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared. ❑ Use only dot shading, hatching, and dashed or dotted line to show or indicate articular features A 9 p of the site on the drawings. ❑ If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ❑ North Arrow ❑ Locus Map ❑ Standard engineering scale. ❑ Distances from channel lines and structures if appropriate. ❑ Mean high water and mean low water shorelines (see definitions of"High.Water Mark" and "Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. j ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure(for projects lowering waters of Great Ponds). CH91App.doc-Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black ink(blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is,needed, attach extra 8-1/2"x 11"sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement roust be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan, the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). ® Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(3)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's signature,the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by the Commonwealth(e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). ® Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge,dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application: (1)the Final Order of Conditions(with accompanying plan) under the Wetlands Protection Act; (2)a final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project; or(3)the Notice of Intent for the initial filing (if the project does not trigger review under MEPA). ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report(EIR) and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor'. MEPA filing deadlines are the 15`h and 301h of each month. CH91App.doc•Rev.03/17 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X 283290 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. N/A Projects involving dredging: ❑ The term "dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ® For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to the appropriate DEP Boston or regional office (please refer to Pg. 10.of the"Instructions" for the addresses of DEP Regional Offices). ❑ 'For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ® Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee* (please refer to Page 1 of the"Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment: Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 * Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles"Hardship Request" on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c)to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application y � fee If your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CH91App.doc•Rev.03/17 PROJECT NARRATIVE INTRODUCTION CAPE&ISLANDS ENGINEERING, INC. has submitted this application, on behalf of the applicants, Barbara and Randolph Noelle. There are a couple of activities being proposed as part of this Notice of Intent filing for the property located at 35 Short Beach Road, Centerville,MA. The proposed activities are listed below. (please reference attached project plans). The proposed project is to construct, license, maintain and retain a 4' W x 102' L with 6' x 20' "Tee" end pier, boat and water access ladder and a kayak rack over the waters of Centerville River in Centerville,MA. For the purposes of this discussion the term "dock" includes the complete structure, including the pier,ramp and float. The term "dock" and "pier" are commonly used interchangeably and may be used in this manner within this document and subject regulations. BACKGROUND Existing Conditions The project site is located at 35 Short Beach Road, Centerville,MA, a private residential waterfront property with marsh frontage. The property includes a single-family dwelling, garage, decks, septic system,patios, stone walls, paver driveway and walks, slate walkways, stairs, existing piles. The property also is occupied by landscape retaining walls, fencing, existing patio, spa, fire-pit, manicured lawn and landscaped areas. Property History The property is shown on the Town of Barnstable Assessors as Map 206 Block 030, comprised of approximately 22,200 square feet. The property has been a lot on record since on or about 1932 and has been developed as a legal single family residence as of 1956 per Town records. Site Characteristics The residential single family lot is situated on a fairly flat land form, affording views across Centerville River and to the Cove. The topography for this site slopes from the primary dwelling location down towards the wetlands. Bordering the property are residential properties and wetlands. PROPOSED PROJECT Scope of Work The project site is located at 35 Short Beach Road, Centerville,MA. The proposed work consists of the construction of a pier. The property is adjacent to several coastal wetland resources. The pier will span 57 feet of salt marsh. The pier is comprised of a linear section of 102 feet in length and terminating with a 6' x 20' "Fixed Tee pier. The pier starts in the upland side of the salt marsh with a set of stairs to reach the elevated walkway level set at least 4 feet above the salt marsh elevation. After spanning the salt marsh the pier bridges approximately 51 feet beyond the MHW level. The proposed pier replaces the existing path currently used for CHMpp.doc•Rev.03/17 access to the water. Also proposed is a boat and water access ladder, kayak rack; to remove or cut flush the existing piles and abandon portion of the existing path to the water and allow the area to naturally revegetate. A temporary staging area that will be designated for material storage and woodcutting will be located in the upland. The project site is located adjacent to and within Centerville River a tidal coastal river that flows into Nantucket Sound. Resource Areas The resource areas on or within 100 feet of the site include River Front Area, Land Subject to Coastal Storm Flowage(LSCSF), Salt Marsh(SM), Land Under Ocean, and Land Containing Shellfish. The resources areas were delineated, marked and located by an on the ground instrument survey. The resource area boundaries are marked onsite and are shown on the project plan as Salt Marsh flags SM-1 to SM-8, and flags WF#1 to WF#9. Buffer Zone The area known as "Buffer Zone" is located 100 ft. landward from the edge of Salt Marsh and located and shown on the plan of reference. The proposed work in the buffer zone is the stairs supported on four 4" x 6 posts to access the elevated pier for the purpose of access to the water and is.allowed within the buffer zone. Salt Marsh The resource area referred to as "Salt Marsh" is located in the landward area of the Mean High Water mark, as identified and shown on the attached project plans. The Salt Marsh area has been flagged in the field. The proposed work to occur within the Salt Marsh will be the installation of four 8" diameter piles totaling approximately 1.40 square feet of area. The proposed walkway will be elevated a minimum 4' clearance above the Salt Marsh and proposed walking surface will be composite grating with 65%light penetration similar to ThruflowTM(or equal). Existing pile remnants will be cut flush to grades and/or removed as needed for construction of the new pier. The existing walking path will be abandoned to allow plant species to naturally re- establish. Land Under the Ocean The resource area referred to as"Land Under the Ocean" is the area of land below the Mean Low Water (MLW)mark and under the body of water known as Centerville River as shown on attached site plan. The proposed work that will occur within Land Under the Ocean will be the ten(10)new 8" diameter piles, totaling approximately 3.49 square feet of area. The proposed new piles will be driven into the substrate of Centerville River by a small crane from a barge during a four(4)hour time span consisting of two hours before t and after high tide. There is no presence of Eel Grass beds within 100 feet of the proposed project. Land Containing Shellfish The resource area referred to as "Land Containing Shellfish" is the area of land under the body of water known as Centerville River as shown on attached site plan. CMApp.doc•Rev.03/17 I A shellfish study was conducted by David Ryan, Cotuit, MA(See Attachment D). This shellfish study indicated that"A very limited shellfish population exists in the area of proposed construction. No invasive species were observed or collected." The shellfish study also notes that this area of Centerville River"is classified as `prohibited"by the Massachusetts Division of Marine Fisheries with respect to water quality for the harvest of shellfish intended for human consumption." No adverse effects would occur to the shellfish community from the installation of the proposed posts. The pier will be elevated to accommodate access for Fishing and Fouling. No construction debris will be stored in any of the aforementioned resource areas. Posts to be set within the Land Containing Shellfish resource area will be set from a barge during periods of high tides to prevent grounding. The proposed work that will occur within Land Containing Shellfish will be the ten(10)new 8" diameter piles, totaling approximately 3.49 square feet of area. Riverfront Area The resource area known as Riverfront is located along the waterfront portion of the property. Riverfront Area includes a 200'buffer extending inland from the Mean High-Water line(MHW)of the river and is comprised of two 100' foot zones. The first 100' (0'-100')extending inland from the MHW of the river is known as the "inner riparian zone" and the second 100' (100'-200')is known as the "outer riparian zone" as shown on the project plan. The Riverfront Area riparian zones does not have separate buffer zones. The work proposed within the riverfront area only includes the pier and fixed end for the purpose of accessing the water and eliminating the existing path. No other work is proposed. Estimated Habitat and Protected Species The Massachusetts Natural Heritage Atlas of Estimated Habitats of Rare Wetland Wildlife, Certified Vernal Pools and High Priority Sites of Rare Species dated, October 2017, indicates that there are no protected species or rare communities at the project location. No work is proposed in Natural Heritage Endangered Species area. Area of Critical Environmental Concern(ACEC) As per the Department of Environmental Managements ACEC program,the site is not located within an Area of Critical Environmental Concern, Waquoit Bay. No work is proposed in Area of Critical Environmental Concern(ACEC)area. CWApp.doc•Rev.03/17 Order of Conditions DEP SE #03-5677 CH91App.doc•Rev.03/17 CH91App.doc•Rev.03/17 f - CH91App.doc•Rev.03/17 CH91App.doc•Rev.03/17 CH91App.doc•Rev.03/17 f CH91App.doc•Rev.03/17 CH91App.doc•Rev.03/17 CH91App.doc•Rev.03/17 i CH91App.doc•Rev.03/17 CH91App.doc•Rev.03/17 Deed DOCe1,316,704 03-1!5-2017 9918 Ctf--212283 BARNSTABLE LAND COURT REGISTRY 8td 30348 P945 01_2008 03—i S-2rSX? a 09 2 38a QUITCLAIM DEED We,David L.Pontius and Lisa M. Pontius,being a married couple and,having an address of 459 Hettkel Circle,Winter Park,FL 32789 �., For consideration paid of One Million Four Hundred Twenty Five Thousand and 00/100(11,425,000.00)Dollars Grant to Randolph J. Noelle and Barbara G. Noelle, husband and wife as tenants by the entirety and having an address of 301 Freeman Road,Plainfield,NH 03781 UWith Quitclaim Covenants �y The land tdgether with the buildings thereon situated in Barnstable (Centerville), Barnstable County,Massachusetts,bounded and described as follows: tr PARCEL ONE 0 Shown as LOT 51 on Land Court Plan 9288-V. M y Subject to, and with the benefit of,all rights restrictions,reservations,easements, appurtenances and.rights of way of record, insofar as the same are still in force and applicable and rights and reservations contained in Document No.798,354. a ARC TW 0 a Shown as LOT 28 on Land Court Plan 9288-0. Subject to,and with the benefit of, all rights restrictions, reservations,easements, appurtenances and rights of way of record, insofar as the some are still in force and applicable. CH91App.doc•Rev.03/17 f - Bk 30346 Pg46 #12008 PARCEL THREE Beginning at the Northeast corner of said parcel at a cement bound;thence Turning and running South 84029'05"East,78.00 feet to a point;thence Turning and running South 2042'05"East,35.00 feet to a point;thence Turning and running North 88°10'45" West, 78.00 feet (calc) to the point of beginning;thence Turning and running North 1°54'05"West,40.00 feet to the point of beginning Said lot is shown as Prince A.Fuller lot on Land Court Plan 9288-C. Subject to,and with the benefit of,all rights restrictions,reservations,easements,appurtenances and rights of way of record,insofar as the same are still in force and applicable For Grantor's title see Deed registered as Document No. 1,143,254 filed with Certificate of Title No. 191829 and recorded in Book 24654,Page 202. By signing below the Grantors hereby release all rights of homestead,and swear and acknowledge under the pains and penalties of perjury that no other persons are entitled to any benefits of an existing estate of homestead pursuant to MGL Ch 188 as amended. SIGNATURE PAGES TO FOLLOW tUs55MWKTT'S STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Dates 03-15-2017 O 09:180x - Moa 201 Doeo: 1316704 Fee:.$4e873.59 Cons: $1t42$ 060.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Dut;e. 03-15-2017 D 09:18an CC1Ca 201 Dasc1a 1316704 Fees $4t360.50 Coosa $1t42$t000.00 CH91App.doc•Rev.03/17 f Bk 30348 Pg47 #12008 Executed this a8k,of Marclr2017 under the pain and penalties f perjury. Lisa K Pontius COMMONWEALTH Of MASSACHUSETTS Barnstable,ss On thishg.+Ad �/ day of&�017frfore me,the undersigned notary public,personally appeared Lisa M.. Pontius, proved to me through satisfactory evidence of identification which was[ ] FVDriver"s License[ ]personally known to me[ ]Other: to be the persons whose name is signed on the preceding or attached document and acknowledged to me that she signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of this document are truthful and accurate to the best of her knowledge and belief. bo INfitary Pub.c y commission Mira: (SEAL) 41:� JENNIFER M S URM Notary Publi, COMMOMNALTHOF MASSafMUn My GaMTiWon E V'Ires Qif �1f� EobfuoryY8.7022 F CWApp.doc•Rev.03/17 a Bk 30348 Pg98 D12008 Executed thisX day orMV017 under the pains and penalties of perjury. David L.Pontius STATE OF FLORIDA County of On this m ay of htMh 20[7 before me,the undersigned notary public,personally appeared David E. Pontius,proved to me through satisfactory evidence of identification which was[ Wpersonaily known to me[ ]Other: to be the persons whose now is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of this document are truthful and accurate to the best of his knowledge and belief Notary Public My commission expires:(;b;z (SEAL) plane t�Topd r�TARY PtlSLIr STATE OFfLor C FF33a073 E�Fna91ZWO19 BAPMSTAME COUt W REGl3T71Y OF DEEDS ATnUE COPY.AftESr J041N F.MEADE.REGISTER' BARNSTABLE REGISTRY OF DEEDS John F.Meade,Register CH91App.doc•Rev.03/17 Natural Heritage Map C A Not secure maps.massgis.state.ma.us/map oVoliver.php * Bookmark Manager Wt CA-Mail l2 CA-Calendar D OLIVER MassGIS BRP W W 24,General DEP File Number Loc Bj BCRD (j)Transmittal Form.anti ® MassDEP Natural Heritage(ME } PZ OLIVER:MassGIS's Online Mapping Tool OLIVER Updates � }t 1135 Short Beach Road,Cents ,Q I t Zoom to a town -Available Data Layers i { �&ntal< Q � i li Searth data layers J i J 77 alt 9M w Eu�9 v .:},d! 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CHMpp.doc a Rev.03/17 i I I I I i i i i i I i i I i i d- M-° # � .�� dlr.f '��r'�` ` rw�rJ\iL'M�3 4t'�,� -zl'�✓ `�. � �y � �nd alp �4� f"Q •, 1'} f ;,.j ',.s {d.�._. \ . v^ Y' -lit I .yam .4� T r�,:R���bl'k�,'�• Y' `j` .�j. ,. � • , S1' t+� ,a ° � ; fib. ,M'^L,,' � ,` 1'i� .. ♦���a �a7��' ,1.� 1�y$ of�� �r r A� � .ipjjf t•t.�`/^ vt`� ,:. _§,`��k ►a, �.5�.vr�*�!'hi R a �(;i'�rw �!r� '` �\,�,Pi� �,y �tw•'At �...��, a sr'�� �''�' }> o,;- ,e•, a si'i,''. !_ .. v, a 00, Y ri1_ *� ,'�' .i��< � r .+ ��� �s..�r•�''�'"�_.s. 3;;:' t`',-� �';�` ,-�i 'Pr �'' `'a ., _� � h.fie.• �' pY•'f �r q1�"�._,:,��•� ?hT,{,'F!'1yt � �;'�y� _ r+'�i"$�Y.. K.. It A, "ti'j \ R• ..it '�x�� n RdY` 'r�• :t � f�V'+fRs����`byy+�,. 1r �„' � ' �H .,t V41 /"/r.%kk Iw"}}te a r'✓ .}4�.4jr...� r �,i?f:ri�s$•.z/" �� -:s� §�V� ./ �4'L � .it �`�r.aax°.:'.} �,..�i� '�, '^'i�:;.` f - let 1 I Shellfish Survey David J.Ryan M5 Sampson's mill Rd. Cotuit$MA 02635 508-420-4297 SHELLFISH SURVEY 4 March 2019 35 Short Beach Rd. Centerville MA The waterfront on the Centerville River at 35 Short Beach Rd, was examined on 21 February 2019 at the request of Matt Costa,Cape and Islands Engineering Inc., Mashpee,by David Ryan, Cotuit,MA in order to generate a report on shellfish species occurring at this site. 'The field survey was conducted during low tide,from 5:OOPM- 6:OOPM on this date_ The low tide on February 2.1 was an extreme low tide, -.66 lower than an average low tide that occurred at 5:20P.NL The area is classified as"prohibited'by the Massachusetts Division of Marine Fisheries with respect to water quality for the harvest of shellfish intended for human consumption. Town of Barnstable Division of Natural Resources ,as notified by phone and email that the work would take place_ Any shellfish collected during the.survey would be immediately returned to the location where they were collected_ Barnstable DNR staff acknowledged by email notification. Shellfish species that are native to this area with the greatest importance in terms of commercial or recreational value are hard dams, (iVer•cenaria Pnercenar•aa),soft.shell clams,(*a arenaria),American oysters, (Oussos"a virginica),and bay scallops (Acquipecter, irradicans). The property at 35 Short Beach Rd. Centerville is on the south side of the Centerville River,5 lots to the west of the bridge on Craigville Beach Rd. The shorefront is composed of a fringe of marsh grass,Sbartina altinaflora at. mean high water. At mean low water(NMW)the marsh grass ends abruptly and transitions to dense mud and sand. The followingpicture on the left is from the marsh looking north across the river. Pie picture on the right is from north of the outside end of the survey area looking south tavvards shore. Third picture is a view of the area looAing downstream (west} CH91App.doc•Rev.03/17 41 06 , Procedures Three transects were established. Transect 1 is 20' to the vest of the proposed dock,transect 2.is along the centerline of the proposed dock,transect 3 is 20' to the east of the proposed structure- Transects extend from Mean Low Water IM LW)seaward (north)0'_ Sampling and collection equipment included the use of a 12"conYnierciafl grade basket rake with V..inch mesh liner to retain Juvenile shellfish seed, a softshell clam rake,. and a plunger device to sample for soft shell clams- Rake hauls were taken every 10' along each of the three transects. Each rake haul was an area of two square feet. With the plunger, 3 holes were mkk approximately 2 feet in circumference and 1T'deep- CHMpp.doc•Rev:03/17 Results Reference Table 1. The area from MLW 40" seaward was exammnned while wading. Substrates throughout the survey area are uniform and consistent. Dense mud and five sand was obser-v-e.d from.MLW to 40' seaward of i1rIL.-'4V. At 3040" from MLW,the bottom is slightly softer and composed of somewhat finer grain sand and silt.. Sampling yielded one hard clam, (Merm naria ma cenar-aa),in a total sample area of 30 square feet within the survey area. Ribbed mussels, Geukensia donissa were present but not abundant attached to marsh grass. No eastern oyster:, C'rassostrea Wiginica or bay scallop,Argoarrecten irradiens,were observed or collected. Softshell clams,J14u arenaria,were not observed or collected in the holes made by the plunger. Siphon holes from bturowing worm were observed in open muddy areas on top of the marsh around mean high water(MH'W). 2 square foot: sample Table f hard clams 20'v est centerline 2.0' east transect 1 transect 2 transect 3 #hard clams #hard clams #t hard clams M L%V 0 0 0 10 0 0 0 30 1 0 0 40 0 0 0 Summary: A very limited shellfish population exists in the area of proposed construction. No invasive-species were observed or collected. CWApp.doc•Rev.03/17 Town of Barnstable Shellfish Map 0 0, a w� � � o �� •�4t w's. 'f"aaw°°t f\r+l x ° ?e •a RN 4 6 c � m f � � ; ' f WFSvvE� ` � 6 p � 4 E 4-11 b� AA am dw � 4 1• � �4+OSI �v _ 1LJ1 E ay'Y � ' `• wrw � _R, �� �' to � � � � � ��" a w+� RO�wRUn 'iE�CY ,. O nro S00 4,000 ' 2,000 Feet ®Open Mews ®Closed Areas sr Q Shellfish Grants(Closed to Public) ;)P Shellfish Propagation Closure Areas z j ae •� '�' ® Ways to Water Docks/Piers . - - Flv_sbmamcarero c�.mm�ta. y4M,s CWApp.doc•Rev.03/17 Directions to Site Starting at Barnstable Town Hall 367 Main St Hyannis,MA 02601 Head southwest on Main St Pass by Bank of America Financial Center(on the left in 0.7 mi) 0.8 mi At the traffic circle, take the 3rd exit onto Scudder Ave 0.8 mi Slight right onto Smith St 0.3 mi Continue onto Craigville Beach Rd 1.9 mi Turn left onto Short Beach Rd Destination will be on the left 476 ft 35 Short Beach Rd Centerville, MA 02632 3,.e�i�`®�y�_7� �� Ks �� 4�2m11 iemin I�� ` 4�� �b 74 �Y N 0367>Main Sheet tFi Crwses 9,7 Line �j `, i - 4l'L'V a�1 ;[!��7•f'�f i D ��-. ��( tt ! �f ref `yLf + ` ;1.`� l fo A� �,.iVeterans.Park(3eachh' "Q+� f r _ 4dst L �3�5 Short 9eacn Road 3.nr AcJ kalmus Beach_ CH91App.doc•Rev.03/17 i i i i i I :n "fat � ,.��+ �'r'�+•r-.,�-Y � '� - .. �.N '' .4,.5." p � � -.S�'-"'f�''y�.:-ems �. T-----,�.. � _�•€y _-� wy a. Af y �. -� -" � .— _ �-- � �``• ." ° fit v -4j,� � •"� _;� a .. 4• Barnstable GIS Topo Map Legend • ► _ u s. Spot Heights(NAVD88) f —Intermediate Contours(NAVDE u , j '�#1199.-.�•-�'x�- .av�e �, i#1•� Contours( VD� Index Co NA 88) tG #-75 20�1� �4rf a l:z ' Parcels X 0 89 #1160 p , " ..Town Boundary Nw- Railroad Tracks L,�.✓ Jxc w t? ac ,k aJ�"=, v uJv. BuildingsBuilding Appm. ,Ifr a i�. Btoldinge a 19r { Painted Lines .,� Parking Lots q4, 0 Pared a11!c y f btu �r � ' gi a , 1Jrt 0 Unpaved Driveways ' Vw a.1122• f _It #11� Roads t ... 3 4'9 tilwr r„_•.,._.� ._. _• vwr _.. 4•_, .o G Paved Road Unpaved Road " #26 61 r (��{ ��68 D Bridge /� '3r'11.27 ,ar`.•✓ X 0 Paved Median Streams �`� '� .7. 1125 #1096 •� Marsh 13 Water Bodies 48 3. +C+ #10-9Al #56 63 #�12,b iati •!• 3 fit #15d. 1 #1090 w#rT074 iy #•70 X 6 #108�4� y_ 3..4 ' 959, t 5 #,118 #a1:30 #140 J 0.75 #4103— `1078 #86 2 aY X s 108 UYt �J iwwi 0.88 1 :.•,.•. • #79 pta _ ; _... X 2.07 2 13 2 2.sJ€ 'Hrs i. rl� aft 1' y teN gille • i� $j 2,18��� 3:44: yen °X7y f alb J vkr� f. t` .. ?;.?:• #: 62 c_ GHMpp.doc•Rev.03/17 , a x ss�� ♦♦5� iisa U 10 WAR •� �f* '�C7�;��a.1 /� �-..-yc+�� fl►`�✓��.r\ G � 1��u�lr��.�5 ��s+'Ittli-�+,. 1��I> r �.�;+r1 _ ` � I l 112 M• 0+ • Plan of Reference CH91App.doc•Rev.03/17 I U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 s' Federal Epergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For.Insurance Company Use Al. Building Owner's Name C Pol;cy Num ber'�cE57-� o EGt'ovavlvi � �.� y , '4 A2. Buildin Street Address(includin Apt.,Unit,Suite and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number r n Ro city State AAR ZIP Ccd�2 6 3G i9RN sTR,C3<E A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) �i SS I3550 ZS / Qo ok 30 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)_1S_koya y T/.9 t'. A5. Latitude/Longhude:Lat.4141*40' 36, a Long. W 7 007' 26.4'� Horizontal Datum: ❑NAD 1927 ©-NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number_ A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) Is 00 sq It a) Square footage of attached garage 5" sq It b). No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage encosure(s)within 1.0 foot above adjacent grade 2 within 1.0 fool above adjacent grade _0 c) Total net area of flood openings in9 8.b 3Go0 sq in c) Total net area of flood openings in A9.b O sq in d) Engineered flood openings? Ryes ❑No d) Engineered flood openings? ❑Yes 9-t0b SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State .Qz /Z s'r'.404-W MA. 84.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 0008 C Da Eff ctive/ vised Date Zone(s) AO,use base flood depth) 8 11 86 7 OZ y2 /3 . W B 10. Indicate the source of the 8 e Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile IRM Community Determined ❑Other(Describe) L� 811. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes �o Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings' ❑ Building.Under Construction' P<nished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,VI-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete hems C2.a-h below according to the building diagram specified in Item A7rr Usyf the same datum as the BFE. Benchmark Utilized�A oR C.l3, Owi n" a/0.9-M Vertical Datum NGVO E1 Z. t.,- o/ ConversiordCommentsa_.oA! 15 O-V 124e0020 ,W rye Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)7 9 feet R meters(Puerto Rico only) b) Top of the next higher floor. 1 9. 3 ._ eet U meters(Puerto Rico only) C) Bottom of the lowest horizontal structural member(V Zones only) _q feet ❑meters(Puerto Rico only) d) Attached garage(top of stab) W 'A._Eileet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building //. 3 ._�aet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 7.9 ._[jJ<ee t ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) //.Q- _ AS=iI4 ._�eet ❑meters(Puerto Rico only) h) 'Lowest adjacent grade at lowest elevation of deck or stairs,including 9.G ._S49'et ❑meters(Puerto Rico only) structural support 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. OF 1,14 I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001. p��� 49C ❑Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a O�> WSHAR.D yG licensed land surveyor? Res ❑No -A Certifier sme I •,/ License Number o 0 HEARN y _ /<1 el-in p d t�H f�IL/�( r 27 87/ No.27871 Title mpany Name o9 O p2aFE SStaN.9L LisN.o uaVcvoIT IZ J OyEA,2/J /BLS ,PS GAF 9FG►STEP��Q�` Address Ci State ZIP Code SS J 36 3 s 1 1 IVA OZ119641 f�NALLANaS Signature Data Telephone 2 oz is a 394- 2.C 5 FE o 81- r 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company;Use r f3uildi Street dr3ess(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy`Num err,rp 4 City State ZIP Code Company NAIQ Number€, SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments / .fl/G GOW6Sz' j5Z_9VR7'/0n/ OF ;tes�il/�/E?y BZ'�C l C /S rv," C r .d 1 Z O Z !D Sig ure Date ❑ Check here if attachments SECTION E.BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete.Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items El-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is _ ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is []feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in SectiW Items 8 and/or 9(see a as 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is, _❑feet L_J meters ❑above or ff below the HAG. E3. Attached garage(top of slab)is E],feet❑meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _❑feet ❑meters ❑above or ❑below the HAG. E5. 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 Q.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,and E for Zone A(without a FEMA4ssued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone 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. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed.by a licensed surveyor,engineer,or architect who is authorized by 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 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 Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building ❑feet ❑meters(PR) Datum G9. BFE or(in Zone AO)depth of flooding at the building site ❑feet ❑meters(PR) Datum G10.Community's design flood elevation ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31,Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite;and/or Bldg.No.)or P.O_.Route and Box No.; Policy Number 2T H"_=,q C!i Rp City State ZIP Code CompariyNAICNumber fj.92N sr?a.4F _ pa 6 36 If using the.Elevation Certificate.to obtain NFIP flood insurance, affix at least two.building photographs below according to the instructions for Item A6. Identify:all photographs with.: date taken; "Front View-'and "Rear View"; and: if required, "Right Side View"and "Left Side View." If.submitting more photographs than will fit on this page,use the Continuation Page on the reverse. A°IZGN ~ . r a _ a_s 12/1/2010 9:24:42 AM .. k s. i �y e 12/1/2010 9:27:00 AM Building Photographs _l See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite;:and/or Bldg.No.)or P.O.Route and Box No. Policy Number 01 35 Silo 2T` ;55EAC H /20 City State� ZIP o umber� Code company Nac N �i9RN 5T�¢I3C.F OZG36 : If using the.Elevation Certificate.to obtain NFIP flood insurance, affix at least.two.building photographs below according to the instructions for item A6. Identify.all photographs with:date taken; "Front View" and "Rear View"; and" if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. : i �a Q .. 12/1/2010 9:25'20 AM _. so 10k �'A f� /� I GH:;r p. EEE p. 12/1/2010 9:28:1.0.AM .4Y INE Town of Barnstable Building Department - 200 Main Street 9 EWWST"LE. * Hyannis, MA 02601 MA iL63�.. .�' (508 s ) 862-4038 Certificate of Occupancy Application Number: 200707944 CO Number: 20100220 Parcel 10: 206030 CO Issue Date: 12107110 Location: 35 SHORT BEACH ROAD Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: HALLGREN, WAYNE Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: - o Building Department Signature Date Signed' c i TOWN OF BARNSTABLE � Bu�ldln .o g ..Application Ref: 200707944 BARNSTABLE, Issue Date: 12/31/07 Permit, 9 MASS. Qp 16 Applicant: H4LGREN,WAYNE Permit Number: B 20073204 ArFD N{A'l a ' Proposed Use: DEVELOPABLE LAND Expiration Date: 06/29/08 Location 35 SHORT BEACH ROAD Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 206030 Permit Fee$ 1,640.00 Contractor HALLGREN,WAYNE Village CENTERVILLE App Fee$ 100.00 License Num 029275 Est-Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND j NEW 2 STORY RESIDENCE ON EXISTING FOUNDATION-4 BEDRO MSI•HIS CARD MUST BE KEPT POSTED UNTIL FINAL 4 BATHS,2 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FRAINE,,GEORGETTE CLEMENTS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1736 LIBERTY ST INSPECTION HAS BEEN MADE. BRAINTREE, MA 02184 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS:NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AVYPART THEREOF,;EITHER`TEMPORARILY OR PERMANENTLY. ENCROAC14EMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY 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 APPLICABLESUBDIVISION RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. . PERSONS CONTRACTING.WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in.MGL c.142A). w6D• .'f £ ^3 '("pi4• ...r, 3'-'Js:: "g: l i :_.: ".,;;.,: ;fic 1/ 3 .h .Y g. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS u hS 2 IN SV 0K_ 2 f9itjiMuM f'jk lK zrr 2,(�'�[, 4 116 3 1 Heating Ins Approvals Engineering Dept g Inspection PP F°°e Dept 2 Boar€f of Health , xt ti Town of Barnstable Building Department - 200 Main Street 9&A-RNSTABLE. * Hyannis, MA 02601 MASS. 1508) 862-4038 r.MM•. ArFD MA'S A . Certificate of `Occu anc - p Y . � Temporary Application _ 2007071944. CO Number: 20100216, Parcel ID: 206030 CO Issue Date: 12106/10 Location: 35 SHORT BEACH ROAD Zoning Classification RESIDENCE 0-1 DISTRICT Owner: FRAINE, GEORGETTE CLEMENTS, Proposed Use: SINGLE FAMILY HOME 1736 LIBERTY ST BRAINTREE,-MA 02184 Village: CENTERVILLE Gen Contractor: HALLGREN, WAYNE Permit Type: RTCO RES TEMP. CERT OF OCCUPANCY " Comments: 14 DAY TEMP C.O. EXPIRES ON 12/20/10 12/20/11 Building Department Signature nature Date Signed Expiration ration Date ,V 1HE TOWN OF BARNSTABLB_ Building Application Ref: 200707944 a Permit y MASS Issue Date: � 12/31/07 �A 1639. �m`g Applicant: HAT LGREN WAYNE Permit Number: B 20073204 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/29/08 Location 35 SHORT BEACH ROAD Zoning District RD-1 Permit Type:. REBUILD HOUSE AFTER TEARDOWN Map Parcel 206030 Permit Fee$ 1,640.00 Contractor HALLGREN,WAYNE Village CENTERVILLE App Fee$ 100.00 License Num 029275 Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 2 STORY RESIDENCE ON EXISTING FOUNDATION-4 BEDROOMSTHIS CARD MUST BE KEPT POSTED UNTIL FINAL 4 BATHS,2 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FRAINE, GEORGETTE CLEMENTS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1736 LIBERTY ST BRAINTREE,MA 02184 INSPECTION HAS BEEN MADE. Application Entered by: JL Building Permit Issued By s THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY.-STREET,ALLY OR SIDEWALK OR ANY.PART THEREOF,EITHER TEMPORARILY.OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,;NOT SPECIFICALLY PERMITTED UNDER.THE BUILDING.CODE,MUST BE`APPROVED BY THE JURISDICTION. STREET ORALLY 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS'(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING:'VITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). Y 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 ('11 nr t M u,� . f'/X /h-n�r 12 ���a 2 �>4d 3 1 Heating Inspection Approvals Engineering Dept LZ F a Dept 2 Boar of Health ors l�' r~t, P s MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net June 29,2010 Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.;Thomas Perry/Jeffrey Lauzon VIA FAX:'508-790-6230 Building Commissioner/Inspector - RE: Proposed Residence 35 SHORT BEACH RD.,CENTERVILLE,MA Dear Mr.Perry, Please be advised that the as-built construction for the above captioned project,as reviewed on numerous dates,was observed this date,specifically for the as-built flood construction. To the best of my knowledge and belief,the as-built flood foundation construction will provide adequate hydrostatic relief. Si c rely, A ichele udilo,P. /2008-141 cc: J.Tyler OF MRSS4 r MICHELE tiN CUDILO No.34774 � �. STRUCTURAL gFGISTEacO !� O JAL F%. MICHELE CUDILO , P.E. r Consulting Structural Engineer Centerville, Massachusetts 02632-1979 Town of Barnstable Building Department 200 Main St. . Hyannis, MA 02601 I i P`OFtHE T�,;� Town- of Barnstable BARNSTABLE. ` Regulatory Services MASS. 039. MP Building Division ATED S P 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice All Type of Inspection F-TNA L Location .S.- S 4op--r' R T=A(-H A) Permit Number Owner Builder a i One notice to remain on job site, one notice on file in Building Department. }.. -T(`hhe following items need correcting: `=- 1 ' {rA i 1. Please call: 508-862-4038 for re-inspection. Inspected by U- 1 Date /2 / -/1 RA REMODELING ASSOCIATES DESIGN,BUILD&REMODEL COMPANY "LET US BRING YOUR HOME TO LIFE" W W W.REMODEUNGASSOCIATES.COM EMAIL:BUILD@REMODELINGASSOCIATES.COM JONATHAN M.TYLER - 508.775.7759 CELL:508.364,7957 2 LYNxHoLM CT HYANNIS,MA 02601 _ J Emai10931.jpg 1696x2200 pixels 6/29/10 4:15 PM REM40D EUNG SOCIATES YOUR DESIGN&:BUILD COMPAMY ZLYNxHcLmCouRT.HYANNIS,.MA02.fWl E, 1 ' T>rz.:%serra7>se FAxs$a8,7?s.7959 �� EMAtI:BtiMLD��fFEHOUE1PkCiASSCYr„1 SYL=.E;.CdM SPECIFICATIONS MWI,FIQATION SUBMITTED TO: HATE: Ju## 20,�020 Totvn_of Barnstable BQdine Dept. 11yannN.Mrs. PROPERTY t<O AT1.0 _ 35 Short Beach Rd: C;cnterYilte,Ma. 36'F.Ytlittl.'AV.tt;lllfidTSFEC"tFlf," 7Y(!r�'SA:'t33FOR,- RE::�etatfs for e�urk to be cornpteted€€s to rectify fou€idatton©pepings' To who€ia it niay crsncerei,{f3uitd"i tgDeparti€ient) ' Tt is"tf e tlt€derstal€d€n (:hat the.existing openin&to the foot elation do not meet the tjecesaary 4c>ti�reel€lirers��nts for.ftezodwyater to exit craw 1 spac Area, Cut Irf and Instait c pcxa#ngs to fouad.€ncu€ t X' � r ° 1 oP s xre":to tsc Batt€r ics aet fac#zrg faun intaon� Tt t - P c : t r Mt act eapesing is to be a font 3 fiaot or to ansi Yo he a ttaral of 12C90squarc Izahl for eachrenang5$ z C)fae€€zng�are to iae Coca don eacf€c nd�ualt and tco he Inset aP! .-t foot afi,J a�couainodate the€xtstiz g adJoit€tttgs€dctixalJthat€s$Inchethttkat_ :Gf Q{'} apu2g i In4taff necessary Tra e oric#as struer raiks€€pport'and to be prvs5ure-trc�tceb P X "; r t ta€s1 rT sec c s c tors dud tcs e bleak aria doors to he fasts'Q p}ac c e ith P'If nails and trr 1. Tis a k4 f3o t neat) and to hea+�ca"04i,s�eur d 3 pc r side of each apcnut as to r 110 for.ivater f]iaw M.05to Brea} a s :9� 1 t In the uVWt+af a heavy l0arf SAPpitron vV cre opening will g€ e sinW dtt to tl#I pressure-nf water i zltat tyrant rack la trz be egraat t€a or is s t o th�r a c A o f spacc�radG; ilea ar i arc Ica h c oa€strt€c#cd a ilia 1ce each ci c Dist Ica equal #ar grcatee than Ulf scguarc€nr2res rat actual #rftotiv 7 `; f` a t -�Xo w MR (total 6tr t1 ft€r the 2 openm" , ,j�fee squat tea or greatcrthan s nerssars v� rEEcg €eer� �€t�# rea€ r�istrtt;,.,:. 2t C€t 4 t�-r—,v1IM,C tie rfc* ork!.has iaeeri completed the f6dndal#on wsti ba appro4cd 011 . Srn" f r epivrat E3rszYrrb7c f?utt xx� ;j�cPlw r , a 'g u � vi ' CAj € STAUCTU�At t r� Y http://sz0088.wc.mail.comcast.net/service/home/—/Emai10931.Jpg?auth=co&loc=en_US&id=120670&part=2 Page 1 of 1 r -- - . . REMODELING ASSOCIATES j iy,YOUR-DESIGN&BUILD'COMPANY ','s 2 LY_NXHOLM COURT'HYANNIS,MA 02601 ! TEL:508.775,7759 FAX:508.775,7759 WWWREMODELINGASSOCIATES.COM R I I ry- iEMAIL:BUILD@REMODELINGASSOCIATES.COM. r a p A F SPECIFICATIONS SPECIFICATION SUBMITTED TO: DATE:"June 20;2010 Town of Barnstable Building Dept. Hyannis, MA. 4 t y PROPERTY LOCATIONh ' 44 35 Short B '` t each Rd ° Centerville, Ma. ' - WEHEREBYSUBMITSPECIFICATIONSAND FOR: ' = r y RE: Details for work to be completed as to rectify foundation openings w f � To whom it may concern;(Building Department) �- , 'a '. It is the understanding that the existing openings to the foundatlon.Ao not meet the necessary code requirements': for floodwater to exit crawl spa ce:area , k. Solution Cut in and install openings to foundation. F " 2 openings are to be cut into the-East.facing,foundation wall. Each opening is to be 3 foot x 3 foot or greater,;and to be a total of 1200 quare inches`for each opening. Openings are to be located on each`end of wall rrand to be inset approx l ,foot as to accommodate the existing adjoining sidewall'that is 8 inches thick: ` Install necessary Framework for structural support, and to be'pressure treated Install necessary doors and to be:"breakaway";doors to be fastened;In place with pin nails and to be a(4-D= Box1 nail) and to be located and secure'&3 per,side,of each opening as to allow_Bfor water flow and`as to "break away,".= K in the"event of a heavy flood situation"wlere opening will'give way do to the pressure;of water Final exterior.grade is to be equal to or less:then'the existing crawl-'space grade. 4 Doors are to be constructed'with lattice and to include heavy gage galvanized screen cloth, each open to be t equal to or greater than 900 square inches`of actual airflow: `t ` (total air flow.for the 2 openings'to be equal to`or:greater than 1800 square`inches) x The new door openings will also satisfy:the necessary_ventilation requirements and therefore;the existing _. remaining openings are to be'closed'in according to'homeowner'desire,. ' ' R Once this work has been completed the foundation will be approved. = p N1 �. Signed for approval ('Barnsfable Bu1lding Dept.) .�� Q _ • P 7 IOGA.. r15/� n t T'O`VN OF BARNSTABLE,.BUILDING PERMIT APPLICATION y _7� q © � �l O s, u Application#' Map Parcel O 1 � Health Divisionh Date Issued. �-- 3 Conservation Division cl" S =NA U ' ,."°Application"Fee • 1 Tax Collector' 'Permit Fee'.' C Treasurer w~. Planning Dept. f Date Definitive Plan Approved by Planning Board f!A Historic-OKH V Preservation/Hy n is 3� T�'Wi Dlt ce• � j.�pp�Ya+ i asT�u.ap. Z• .cl. �(lcw lT A)d 7- C) Project Street Address S" _5 p nrr Village CevTbrA,V►,. 0 f Owner j►-q v a Address a neys►.gc. iz-O&a TLC Q--V>-r, Telephone ` Vr Viz- 83 K- — "::;Permit_ _R� eq uest,,, e&%d sTa-L.-, %?'e S + pi,-'i Ge 0 ,Lj i�'X)<-+ -J a— Xle- Square feet: 1sIt floor:existing — proposed fil-7 2nd floor:existing proposed Total new 36 Zoning District s —a Flood Plain " t3 Groundwater Overlay Zc.,, it CProject=Valuation 1/0, -64� Construction Type Sl'►c.�c Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /V41- Historic House: ❑Yes 'Mo On Old King's Highway: ❑Yes No Basement Type: ❑Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /36 Number of Baths: Full:existing '—_ new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing -- new. o First Floor Room Count Heat Type and Fuel: )4 Gas ❑Oil ❑Electric ❑Other �Z� c. Central Air: %Yes ❑No Fireplaces: Existing New ,F Existing wood/coal stve: ❑Y-�s VNo Detached garage:❑existing Vff new size Pool:❑existing ❑new size Barn:❑existic ❑new' size --- Attached garage:❑existing new size IAIM� Shed:41existing ❑new size Other: - Zoning Board of Appeals Authorization ❑ Appeal# •Z001 to C Recorded❑ Commercial ❑Yes $ ; R *o- If yes, site plan review# Current Use k"Proposed_Use BUILDER INFORMATION Name 411L 9- Telephone Number 3B9—,`yz.7 Address L/8� S�' _ License# _Z. y Z 7 S 4 Home Improvement Contractor# 13 0Al - 'Worker's Compensation# ./V/,+ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1"l Z 0 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED "MAP PARCEL NO. o- ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION _ FRAME lD INSULATION 4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING o DATE CLOSED OUT ASSOCIATION PLAN NO. ` M1. C ���TMEroq, Town of Barnstable Regulatory Services BA LE MASS. � Thomas F. Geiler,Director .9 MASS. g 4'A)En r39A,�16 Building Division Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ' Office: 508-862-4038 Fax:, 508-790-6230 PLAN REVIEW Owner: Di ;ovann Map/Parcel:_ M( 63 0 Project Address 3S 56A 6eA,-. 12.E Builder: r b% The following items were noted on reviewing: caAt rc ct e�� �Il An.C.c�ho,.:►ca� 4-b Ie. ZFE (Bcwt �joocL Elcuc��ior� 3 S o,Y.�r�evd �co c' re•g T-e '0.SS W�e t-e Co c1 e 3T1 tw�wno�•��o h. 11�usT t1�ttT �'ao d cs►�� to �eSIG!� r QG G� nGrti�► Reviewed by'-- Date: (431)o Q:Forms:Plnrvw The Commonwealth,"of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workersr Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leibly Name(Business/Organization/Individual): y4 y�JG° 4 Address: City/State/Zip: A)&,cia,)j /Jol, 0 t7.6,6 Phone.#: 3V I Are you an employer?Check the appropriate box: :Type of project(required):. 1:❑ I am a employer with 4. ❑ I am a general contractor and I 6 New construction . employees(full and/or part time).* • have hired the sub-contractors listed on the-attached sheet. 7. ❑Remodeling 2.�I am a'sole proprietor or partner- , ship andhave no employees These sub-contractors have 8. ❑Demolition 'w employees and have workers' working for me in any capacity. '. 9. ❑Building addition comp, insurance. ' [No workers comp.insurance 10.0 Electrical repairs or additions required.] *1 5. ❑ We are a corporation and its 3.❑ I am a homeowner doing all-work . officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance.required.]t s c. 152, §1(4), and we have no : 13.❑ Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. . $Contractors that check this box must attached an additional sheet showing the name of the$ub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a f me of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investi ations of the CIA for incur ce covers a verification. I do hereby certify der the pain s•andpenalties ofperjury that the information provided above is true and correct. Si afore: Date: Z 1 Z d Phone# �� Official use only. Do not write in this area, to be completed by.city or town off ciaL City or Town: ' Permit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Tame dS.7.In(ecatbane� . 4 pmcrfpuT,packaged for awd'T'xo-F'aa<w Rcsldcnd4Baiidld5e'Sesw w,gtp•pSa{F�'}t'ls . � $ffi4IR317h1( 114A�CfMUM •�eatiaglCooling �' Cflaang G1a�ng CeEng Wail Hoot sss=lmd - eat F15dca ' Arm'('!e) U-value= R-valuer R-'Value' R-Yala Wsil - ire ' Parksse al- aou s flag ' R _ 10 I2Ya 4'S? 3Q 19 ;19 ---w._iQ_.____._ ? 12% 030 3E I3 19 IQ 6 fS FUS T ; I3Y. 036 3E !3 25 NIA NIA: IS'l. Q,44 3E I9 I9 1Q b Nmmal v u mm y 13Y. 8,44 3E I3 2i• NIA,' 1�UA . N 13Y. 0.37 30 !9 19 IQ i9 a3 AF[TE IE'/. oil 3E .I3 N/�l NIA Normal 13%, 0.47 3E 19 23 NIA NlA' Norma! z I8l 6,4z 3E. 13 19 Id d 90 AFM 6.30 3Q 19 19 I4 6 53 AFVz I. A.D DRESS OFPROPTrR,TY: UARB FOOTAGE OF ALL EMMMOR WALLS., VAM FOOTAGE OF ALL GLAZING: 3 7 4, °Jo pLAZINO ARE,A•(#.3 DIVIDED BY'-,ur2), S. SELECT PACKAGE (Q—AA o see chart above); ; 0 OTHER MORE I-VOLVM METHODS OF DE EM iING ENERGY''IMQUIREME. S ARE.AVAILABLE, AM.TJS FOR THIS MOPMkTI Id, t B ,,DIi GVEPECTORAMOVAL: • YES,, -t�0; ' q_��3-pcG3G3, • i ' Affidavit of Substantial Financial Interest I, of /VOA,To ✓ /"�A s , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map Z-` , Parcel 030 The address of the-property is '3s, Si-/j*J 1 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is IZ1I11- , the following individuals or entities have had a 1% or greater legal or equitable 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 ,1 A , I have.had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 0 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 C) building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this IZ day of t`� C- , 2007_ 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT °FIHE, , Town of Barnstable. • Regulatory Services i SAMSMBLE. • 9 Mass $ Thomas F. Geller,Director 0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 vFvrv.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder T as Owner of the subject property hereby authorize W�y�� �� L to act on my behalf, in all matters relative to work authorized bythis building permit application for: (Address of Job) i Signature of Owfier ate OIGIWAlo-)l Print Name Q FO KM S:O W NERP ERM IS S ION v4 '`�� .JItC U/d/97iI720ILI.I�C�LGJL (l��^1�Q�CCfLCIUIeILo �'`S^. 4k r_ _ 3oatd of 8mlding Reguiguo is and Sta fiidat ds �=w .License o reg�§trahon;yand for tndrvidul rise _ k HOME 1MPROYEMENT CONTRAMIF M `before the expiration date If fou d return to RegrstraUan 130648 Board of$mlding Regilat►ons and StanclardS Expiration 4/9/2008 One Ashburton Place Rm 1301 02108 Type Inoivitlual Bosto VIAYNE HALLORRN + F uy y W�AYNE.HALLGREN 48 WALKER ST NORTON;MA 027665t' Ad,eu`,s r } f of 7stiid��t#hout si atue lri M���e�anvnzaa�uec�� �%�'o./�ciaaactivael�a ` in oard of limld ' lations and Standards g; 1 onstiruction`Supervisor.License Licenser C$ 29275 t 4 ` B16daf-e 6/1.6/1961 c e Exp ration 612009 Tr# 16056 F ` i Restriction t,00 l, _ v irf WAY NE D HALLGREN � l ST 48 WALKER m/ N(3RTON,MA 02766, Commissioner' 4TIP. �. FORECLOSURE DEED Salem Five,Cents Savings Bank, with a business address of 210 Essex Street, Salem, Massachusetts, holder of a mortgage from Georgette Clements Fraine to Salem Five Mortgage Company, LLC dated September 3,2004 and recorded with Barnstable County Registry of Deeds in Book 19009, Page 287, and filed'with the Barnstable Registry . District of the Land Court as Document.No. 979207, as noted on Certificate of Title No. 174309, and as assigned to Salem Five Cents Savings Bank by Assignment of Mortgage recorded with-said Deeds in Book 21180,Page 15 and filed with said Registry District of the Land Court as Document No. 979910, by the power conferred by said mortgage and every other power; for FIVE HUNDRED SEVENTY THOUSAND ($570,000.00) DOLLARS paid grants to Celestino DiGiovanni•of 66 Crystal Ridge Road, Cotuit, Massachusetts, 02635, the premises conveyed by said mortgage and located at 35 Short Beach Road, Centerville, Massachusetts. Said Premises is also'described as three parcels shown as Lot 51 on Plan.9288-V,,Lot 28 on Plan.9288-0 and the Prince A. Fuller Lot on Plan 9288-C. � I The premises.are conveyed"subject to and with the benefit of all easements, restrictions, building and zoning laws, unpaid taxes, tax titles,water bills, municipal liens and assessments, rights of tenants and parties in possession, existing encumbrances, acid all other claims in the nature of liens, now existing or hereafter arising, having priority over the mortgage, if any there be. The premises are also conveyed subject to the right of redemption of the United States of America, if any there be. Witness the execution of the Salem Five Cents Savings Bank this &Y of June, 2007. Virgin4. Browder;Vice-President of - Salem F ve Cents Savings Bank THE COMMONWEALTH OF MASSACHUSETTS Essex, ss: June , 2007. Then personally appeared the above-named Virginia C. Browder,Vice-President as aforesaid,and acknowledged the foregoing instrument to be the free act and deed of the Salem Five Cents Savings Bank,before me, Notary ublic: My Commission Expires: ANGELA i_,DiRUZZA a Notary Public Commonwealth of Massachusetts My Commission Expires November 10,20 CHAPTER 183 SEC.6 AS AMENDED BY CHAPTER 497 OF 1969 Every deed presented for record shall contain or have endorsed upon it the full name,residence and post office address of the grantees and a recital of the amount of the full consideration thereof in dollars or the nature of the other consideration therefore,if not delivered for a specific monetary sum. The full consideration shall mean the total price for the conveyance without deduction for any liens or encumbrances assumed by the grantee or remaining thereon. All such endorsements and recitals shall be recorded as part of the deed. Failure to comply with this section shall not affect the validity of any deed. No register of deeds shall accept a deed for , recording unless it is in compliance with the requirement of this section. AFFIDA VIT I, Virginia C. Browder Vice-President of Salem Five Cents Savings Bank named in the foregoing deed, make oath and say that the principal and interest obligations mentioned in the mortgage above referred to were not paid or tendered or performed when due or prior to the sale, and that the Salem Five Cents Savings Bank published on the 20th of April, 2007, the,27`"' day of April, 2007 and,the 4th day of May, 2007 in The Cape Cod Times,a newspaper or by its title page purporting to be published in- Barnstable, and having a circulation therein, a notice of which the following is a true copy . See Exhibit"A" annexed hereto and incorporated herein by reference. Salem Five Cents Savings Bank complied.with Chapter 244, Section 14 of Massachusetts General Laws, as amended, by mailing the.required notices by Certified Mail, Return Receipt Requested. Pursuant to said notice at the time and place therein appointed, May 18,2007 at 11:00 A.M. upon the mortgaged premises, at which time and place Salem Five Cents Savings, Bank sold the mortgaged premises at public auction by Paul Talkowski, an auctioneer with Daniel J: Flynn'Auctioneers to Celestino DiGiovanni, for FIVE HUNDRED SEVENTY THOUSAND ($570,000.00)DOLLARS,being the highest bid made therefore at said auction; Virgin . Browder', Vice-President of The S Five Cents Savings Bank Signed and`sworn to by the said Virginia C. Browder; Vice-President of the Salem Five Cents Savings Bank, thisA4Lay of June, 2007, before me,, 1,�otarTPublic My Commissio pires: Notflry Public nmonwealih c;Massachusetts IVY Commission Expies November 10,2011 i The Hanover Insurance Companies ® The Hanover Insurance Company ❑ Massachusetts Bay Insurance Company Effective 12/14/07' Expiration 12/14/08Bond No. BLN-1833418 } 71— LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS, that we, Barnside Corporation Of 48 Walker St. , Norton, MA 02766' as Principal, and 0dThe Hanover Insurance Company (A New Hampshire Corporation) DMassachusetts Bay Insurance Company (A Massachusetts Corporation) as Surety, are held and firmly bound unto Town of Barnstable as Obligee, in the penal sum One Thousand One:Hundred and 00/100---- of ---------- Dollars, good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators, jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to. . . . . .. . . . . . . . . . .. . . . Street, Permit_. " ` NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That, if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue.. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be'and remain in .full force and effect for the full period of the license, and renewals thereof, issued to the'principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the . ; . . 14th day of// December 2007 - 4 .`•G . . . . . . . . . . . . . . . • . . Wa ne Hallgreri Principal Ui�i///�//`'���i� By . . . . . . . . . . . . . . . . . . . . . . . LITHE HANOVER INSURANCE COMPANY �Alz 1972 '•n- ❑ MASSACHUSETTS BAY INSURANCE COMPANY �L�AMPS ZQ �. By . . . . . . Sao.;, .�. .C-� s. . . . . . Attorney-in-fact Form 14170761 (1/84) Certified Copy Void Without Hanover Watermark This Power of A-ttorney may not be used to execute any bond with an inception date after May 1, 2009 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Nancy C.Eames,Scott R.Eames and/or Lisa M.Daggett of Mansfield,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf, and as its act and deed any place within the United States,or,-if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Two Hundred Fifty Thousand and No/100($260,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001 Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President,this 30th day of May,2006. THE HANOVER INSURANCE COMPANY _MASSAC14USETTS BAY INSURANCE COMPANY - Q�� CITIZENS INSURANCE COMPANY OF AMERICA 1�84 1974 00 Richard M.Van Stwturgh,Vioe Presktent Paul F.Carloo.AsshUnl Vice Pnmidenl THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )SS. On this 30th day of May 2006, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Coorpora�tionns a0mm wa emu" EPPEZO::w1d Not8ry Atrblic w0vmd0a3 My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile."(Adopted October 7, 1981 -The Hanover Insurance Company;,Adopted April 14, 1982 Massachusetts Bay Insurance Company;Adopted September 7, 2001 - Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this day of 20 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS�INSURANCE COMPANY OF AMERICA l`l��A/LXt/1 tN Charles T Wells,Assistant Vice President Certified Copy Void Without Hanover Watermark Tr --- --�-- - -- - - ---_�- .-- ti .� f C��'Yv �� n 9 1 "`-'/- l _ ��y� � ��ti i / _ �-,, /� ��i� ��� ����� /�� r ///� �_.I'� / �`�� ism A I7 i w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 'dog Parcel y Permit# 5 ,6' 3 Health Division ) ° -)vo —07� Date Issued - 2 0 Conservation Division Application Fee Tax Collector 1 Permit Fee ��2- 3 2. .4 :3 Treasurer" SEPTIC SYSTEM MUST BE Planning Dept"* INS TALLED IN COMPLIAN W1T1'1 TRLE 5 Date DefinitiveiPlan Approved by Planning Board � AiCODEA RMILATIO Historic-OKH Preservation/Hyannis �{ 6zGQrodV►�S Project Street Address vtt1�tT , 7 Village ® '76 -XfJV Owner C9 Telephone /� / � L l �� ��� /V i�Al Permit Request [3 Square feet: 1 st floor: existing .104 proposed 1-�" 2nd floor: existing 01-, proposed /.Sf eti Total new3 g- d I Zoning District Flood Plain Groundwater Overlay Project Valuation` 6� 61513 Construction Type Lot Size < 5Y 4ike_T, Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) . Age of Existing Structure 14,56 Historic House: ❑Yes IfN'o On Old King's Highway: ❑Yes EK y Basement Type: ❑Full WCrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Af�— Number of Baths: Full: existing , new Half:existing (S> new Number of Bedrooms: existing new _ Total Room Count(not including baths): existing new 7 First Floor Room Count .� Heat Type and Fuel: lf`Gas ❑Oil ❑Electric ❑Other Central Air: V'Yes ❑No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes EKo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing kine'w size Md Shed:5-disting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# ot �-!e� of�'���-/f� Recorded C� Commercial- ❑Yes Q o. if-yes;site plan review# Current Use if Le Proposed Use 5(A19 BUILDER INFORMATION ' tf Name et elephone Number Address License# 42 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCT!O-NI DE%; r' FROM THIS PROJECT WILL BE TAKEN TO SIGNAT - ,^.� _ DATE f � • FOR OFFICIAL USE ONLY , PERMIT NO. DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE c s OWNER ' __ •t ea f,� , i DATE OF INSPECTION: FOUNDATION 411.�dc. kw,i:�.c cse< 2'°.�;e,J:a�i+.� ? �E FRAME , INSULATION FIREPLACE r ELECTRICAL: ,ROUGH lFf L PLUMBING: �ROU%Hco 1- L GAS: ROUGI FINAL BUILDING 47 ,,,;, • ` I �' • DATE CLOSED OUT y rn �. ASSOCIATION PLAN NO. 0 + Bk 19009 Ps;284 070389 Doc a 979 s 206 09-07--2004 12235 Ctf w i74r309 09--07-2004 & 12 0 50P BARNSTABLE LAND COURT REGISTRY K"MCHUSETTB QMTCLAEK DEED We, Bernard J. Laverty,Jr.and Robert Bradley,being the'soie Trustees of the BF Realty Trust,under Declaration of Trust dated October 29, 2602, recorded with the Barnstable County Registry of Deeds in Book 15855,Page 202, and also filed with the Barnstable County District of the Land Court as Document No. 892128, for consideration paid, and in full consideration of One Million Two Hundred Thousand and 00/100 Dollars($1,200,000.00), Z pant to Georgette Clements Fraine,individually,of 1736 Libert y'Street, Braintree, Massachusetts with quitclaim covenants the land together with any buildings thereon located in Barnstable(Centerville), Barnstable County, o10i m PARCEL ONE LOT 51 as shown on Land Court Plan 9288-V _ Subject to rights and reservations contained in Document Ln� 798,354. M Subject to and together with any and all matters of record insofar as the same are in full force and applicable. f =a For title, see Certificate of Title No, 136726. Q a PARCEL TWO LOT 28 as shown on Land Court Plan 9288-0. Subject to and together with any and all matters of record insofar as the same are in full force and applicable. For title, see Certificate of Title No. 124445. PARCEL THREE A certain parcel of land with the building(s) thereon in Barnstable (Centerville),Barnstable County, Massachusetts, bounded and described as follows: Beginning at the northeast corner of said parcel at a cement bound; Thence turning and running South 840 29'05"East, 78.00 feet to a point; Thence turning and running South 2°42'05"East, 35.00 feet to a point; Kindly Record and Return to: Michael J.Norris,Esq. 171 Locke Drive,Ste 101 3 _. Marlboroueh,MA M752 Bk 19009 Pg 285 #70389 ti Thence turning and running North 10 54'05"West; 40.00 feet to the point of beginning. Subject to and together with the benefits of all rights,rights of way,easements,reservations,restrictions of record,if any there 'be and insofar as the same are of legal force and effect. Said Lot is shown on Land Court Plan 9288-C. It is also shown as Parcel 32 Ma 206 of the Assessors maps of the Town of As P P Barnstable. For title, see Book 12935 Page 117. For Title to these parcels, see Book 15855, Page 208,Certificate of Title No. 167180, respectively recorded/Bled with said Deeds: WITNEI�IS our hands and seals this I day of September, 2004:, TY TRUST MASSACHUSETTS STATE EXCISE TAX I BARNSTABLE LAND COURT REGISTRY Date= 09-07-2004 8 12:35na: J MO., 1285 Doc:: 979206 Fee: t4►I04.0O Cons. tir20o►o00.00 rnard Robert Bradley, t COMMONWFALTB OF MAN SACHUSETTS , 2004 On this day before me, the undersigned notary public, personally appeared Bernard J. Laverty, Jr., Trustee, and Robert Bradley, Trustee, proved to me through satisfactory evidence of identification, which is personal knowledge, to be the person whose name is signed on the preceding or attached documents, and acknowledged to me that he signed it voluntarily for its stated p e, as Trustee for BF Realty Trust. BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 09--07-2004 D 12:35vb of Public: MO., 1285 Doc:: 979206 My Commission Expires: Fee: $2036.00 Cons: 81400r000.00 M1CHML J.N 0►R1S Commonwolary Public MY Balm of Massachusetts 2 CApt1 20pgires 2 x 4 FRAME W/PLY. TACK NAIL TO FOUNDATION FOR BREAKAWAY PANEL 2'._4^ BREAKAWAY PANEL DETAIL �NOF a . . MgSS C J'c� TUDCA o No.34714 W SIVWCTuFtAt-�v 9FGISIEP��� FLOOD FOUNDATION DETAILS MICHELE C. TUDOR, P.E. AT HOUSE Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 MAUTNER RESIDENCE Drown By: MCT . Dote: 02/23/05 Drawing #35 SHORT BEACH RD.' Scale: None Rev. 0 SKs — 2 CENTERVILLE, MA File Name: Project No.: 2005-30 i t FLOOD OPENINGS t ENCLOSED AREA = 1128 S.F. REQ'D OPENING AREA = 1128 SQ. IN. AREA PROVIDED=(5)30"x8" OPNGS.= 1200 S.I. NOTES FLOOD ZONE A EL. 11.0 = BASE FLOOD ELEVATION (B.`r.E..) 2 x 10 JOIST T.O. WALL EL.. 12.0 F f T.O. OPENING=B.F.E.= EL.11.0 BREAKAWAY PANEL OPENING SEE SK-2 x cc I 2 #5 ® T.O. WALL AND UNDERSIDE OF OPENING Q EXTEND 1'-3" BEYOND FINISH GRADE EL. 10.0-1 • EACH SIDE OF OPENING CRAWL SPACE r Z_ O t . ® A .00F MA' =y��M1CNELE cyG + g TUpOfl O No 34774 v gTFiUGTURAL a B. 0. FTG. EL 5.0 e 9FGISTEP�C� /ONPLa 2'-0" G FOUNDATION WALL WITH BREAKAWAY PANEL DETAIL FLOOD FOUNDATION DETAILS MICHELE C. TUDOR, P.E. AT HOUSE Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 MAUTNER RESIDENCE Drawn By:.MCT Date: 02/23/05 Drawin #35 SHORT BEACH RD. Scale: None Rev. 0 ��� CENTERVILLE, MA File Name: Project No.: 2005-30 3 MICHELE CUDIL01. NE Consulting Structural Engineer 123 Cottonwood tam•Centerville,Massachasete 02632-1979•(508)771-7601•Fax(S08)771-7163 rnerrdil�et DATE.-OdoW23,2M Wayne Ha116ren , 13ARNSM CORPORATION 48 Walker St. Nortm MIA e2765 RE: proposed Residence 35 SHOW!EACH W CEWRKVH.L9,MA Dw Mr..lUkren, The following items were observed during 81te Observation of Oetobw 27,2W ad eegrrlre follow-up 1. siawtvents may be subMated far the sNe-lnutt detail shown on SK 2,,submittW in 2005. Hy&wtadc relief wen required is shown on SIc i as i t28 s.i.,and Smartvelrt rating shalt mew or ex ihls vehte: 7- Cmwl-sp=•mybe' too -max,-W AwWwo dad mahama.k iftffinaybei 1.six;of caushed scone. Floor 1. P&W LVL perpen&cidw commdon to LVL as Shawn oar National Lung shW dmwi smenped. by i.atry Coon,F.E.,do not r wire but may have optional Simpson strnp(s)to uWm---W,tying tl:e twobeamstagedw.Roofft ..` tnel rafters: Add-V4"piywo ed'Ito oars 9rd4 tying together raft gam rafkr;and ss:i1'urg vwbod screws to em&member. ,; �xter�ar n1: 1. l he deck#muketsmay be c*nMzW afbedUft steel amber,sib to recent oomwdw at 326 Main St..dstervitte;plaos are on file wldr A1A Steel,refier to Pew Mulvey,as discoed. M.j ' Should you have any questions on any of the above,pie do Trot hesiwe W OR. Sincerely,. C�8-141 - MICHEL CutuLovi 1 .�;i Syty��e,`�aWxU�gs? Doc:951, 377 12-05-2003 3:39 33 NOV --4 PH 3. 15 - BARNSTABLE LAND COURT REGISTRY B,ARI IS)TA B LE TOWN CLERK Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-106—BF Realty Trust Special Permit—Section 4-4.3 Nonconforming Buildings &MGL Chapter 40A, Section 6 Demolition and reconstruction of a dwelling on a non-conforming undersized lot Summary: Granted with Conditions Petitioner: B.F.Realty Trust ; Property Address: 35 Short Beach Road,Centerville;MA Assessor's Map/Parcel: Map 206,Parcels 030,031,032 - < Zoning: Residential D-1&Resource Protection Overlay Districts Relief Requested&Background: The subject property is located on Short Beach Road fronting the Centerville River in Centerville. The locus consists of three undersized lots totaling 0.51,acres. According to the Assessor's records,the property identified as Map 206 Parcel 030 and commonly addressed,as 35 Short Beach Road is a lot of' 0.1$-acre. According to the Assessor's records,it is developed with a 1,104 sq.fE,one-story,three- bedroom, 1 1/2 bath,single-family dwelling originally constructed.in.1956. The remaining Parcels 031 and 032 consist of 0.27 and 0.06 acres respectively and are undeveloped. It appears Short Beach`Road over Parcel 31 may bean undefined driveway easement. 1 1 The property;is.in the Residential D-1 Zoning District and Resource Protection Overlay District that today requires a minimum lot area of 2 acres;minimum frontage of 20 feet,a minimum lot width of 125' and structure setbacks of 30 feet front, 10 feet side'and rear. The-existing dwelling does not conform to C-6 the required setbacks and the lot is a legal pre-existing non-conforming in terms of.trini+rum lot area. The applicant is proposing to demolish the existing structure and construct a.3,201"sq.ft.,4-bedroom, two-story dwelling with a deck and attached two-car garage. The existing shed shall be relocated in conformance with the.current setbacks.The proposed site plan for the location for the home shows that it will conform to the required setbacks for the district and that the lot will accommodate a Title 5 on- site septic system designed for a 4-bedroom residence as approved by the Board of Health on May 16, 2003.The property is serviced by municipal water. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 12,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 06,2003 and continued to September 03,2003 and to October 22,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were;Richard L.Boy,Thomas A.DeRiemer,Jeremy Gilmore and.Ron S:Jansson Acting Chairman: . r ' 1. Location of the dwelling shall be as shown on a plan entitled"Plan To Accompany Board Of Appeals Filing at#35 Short Beach Road in Centerville,Massachusetts (Barnstable County) Proposed Conditions,June 5,2003,Prepared for George Mautner,OCC Development,Inc., 1287 Old Post Road,Marstons Mills,Ma 02648.BCS Group, 657 Main Street,Unit 6,W.Yarmouth,, Massachusetts,02673". This plan is stamped and signed by Craig A. Field,Professional Land Surveyor on 6/5/03 and by David J. Crispin,Professional Engineer on the same date. 2. The dwelling to be built shall be iri conformance to plans and elevations submitted entitled"Short Beach House-Floor Plans and Elevations",drawn by Sutphin Architects and dated 1-14-03. 3. The total'gross area of the dwelling shall not.exceed,1i;201 sq. ft.;including:the garage.-The dwelling is limited to no more than four-bedrooms. . 4. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Title 5 requirements without variance 5. 'The dwelling inclusive of the attached garage and the small shed located on the property shall b�e„ considered`full build-out for the lot and it shall not be expanded in area or in footprint nor shall any new accessory structure be,permitted without further;permission from the Zoning Board of Appeals: 6. If the dwelling is to be rented the term of any such lease or rental shall not be less than one`year with no sub tenancies allowed: :a 7. The shed located on the site shall be relocated to conform to the district setbacks: 8. The height of ridge shall not exceed 26.feet, l0.inches. The vote was as follows: r AYE: Richard L. Boy,Thomas A. DeRiemer,Jeremy Gilmore and Ron S.Jansson -NAY: None Ordered: }° Special Permit 2003-106'is granted with conditions. This decision must be recorded at the Registry of, , Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision,a copy of which'must be filed in the office of the Town Clerk. Ron 4Qanssonycdng+Chairman Date Signed I,Linda Hutchentider,'Clerk of the Town of Barnstable,Barnstable,County,Massachusetts,hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has 1�eqn fil d in the office of the Town Clerk. Signed and sealed this 1 day o er th wins an penalties ofperjZtq. . a Linda Hutchenrider,Town Clerk 4 xr • ? # a a At the August 06,2003 hearing,it was identified that an error existed in the legal notice and it was determined that the appeal would need to be properly noticed to assure the correct location was cited. The appeal was continued to September 03,2003 to permit that re-notification. At that continuance, Mr.Robert M.Bradley,Trustee of BF Realty Trust represented the petitioner. Mr. Kiernan Healy, consulting engineer from B.S.C. Group,was also present to assist. Mr. Bradley stated that the existing structure is dilapidated and that it is his intension to demolish that building and construct a new dwelling on the undersized lot. He presented the plans citing that the existing dwelling has a total of four bedrooms and that they intended for the new dwelling to also have four. He stated that the on-site septic has been approved by the Board of Health. An Order of Conditions by the Conservation . Commission has been issued for the demolition and reconstruction and that all was in order except for the special permit and findings of the Zoning Board of Appeals. The Board and applicant discussed the location of the dwelling within the designated FEMA zone. The applicant noted that the new construction would comply with all required flood proofing. Public comment was requested and Ms. Mary L. Canavan of 56 Short Beach Road discussed the impacts on the neighborhood being created by the demolition of the older one-story seasonal cottages and the redevelopment on those small lots to year-round two or two and one half-story dwellings. The - ramifications of having raised the base elevation as required for flood proofing was noted. Mr.Philip Bateman of 25 Short Beach Rd. spoke,about the neighborhood and stated that he favored the proposal before the Board. Mr. Bradley submitted a photo essay of the houses in the area citing that the proposal before the Board was not out of character to what has been occurring in the neighborhood and that his proposed structure would not be more intrusive. The Board discussed the nature of building on small lots and determined that they would like to continue the appeal to permit members to look at the neighborhood before determining this appeal. The appeal was continued to October 22,2003. . At that continuance,Attorney John R.Alger represented the petitioner. Mr.Bradley and Mr. Healy were also present at the continuation. Mr.Alger submitted additional pictures of the neighborhood and 4 ' letters from abutters who favor the proposed redevelopment of the lot. He also submitted findings of fact and proposed conditions. The Board noted that only 4 members were present and that for the appeal to be granted all four would have to vote favorably. Mr.Alger agreed to go forward with the appeal and gave a brief background of what was being proposed and how it is not any more intrusive e than what has been built recently in the neighborhood. Mr.Alger stated that the existing dwelling is 1104 sq. ft. and the new one would have 3201 sq. ft. There would be no basement,only a crawl space. Findings of Fact: At the hearing of October 22,2003,the Board unanimously made the following findings of fact: 1. BF Realty Trust has applied for Special Permit findings under MGL Chapter 40A Section 6 for the demolition and reconstruction of a single-family dwelling on a non-conforming lot.The subject property is located as shown on Assessor's Map 206,as Parcels 030,031 and 032, commonly addressed 35,41 and 43 Short Beach Road, Centerville,MA in a Residence D-1 Zoning District. 2. The property is located on Short Beach Road fronting the Centerville River in Centerville. The locus consists of three lots totaling 0.51 acres. The property identified as Map 206 Parcel 030. 2 and commonly addressed as 35 Short Beach Road is a lot of 0.18-acre. It is developed with a 13104 sq.ft., one-story, 1 1/2 bath,single-family dwelling originally constructed in 1956. The remaining Parcels 031 and 032 consist of 0.27 and 0.06 acres respectively and are undeveloped. 3. The property is in the Residential D-1 Zoning District and Resource Protection Overlay District that today requires a minimum lot area of 2 acres,minimum frontage of 20 feet,a minimum lot width of 125'and structure setbacks of 30 feet front, 10 feet side and rear. The existing dwelling does not conform to the required setbacks and the lot is a legal pre-existing non- conforming in terms of minimum lot area. 4. The applicant proposes to demolish the existing structure and construct a 3,201 sgft 4-; 1, bedro6m,`,two-story dwelling with a:deck"'and attached two-car garage., The existing shed shall be relocated in conformance with the current setbacks.The proposed site plan for the location for the home shows that it will conform to the required setbacks for the district and that the lot will accommodate a Title 5 on-site septic system designed for a 4-bedroom residence as approvedby the Board of Health on May 16,2003.The property is serviced by municipal water. 5. A Conservation Commission Order of Conditions (File# SE3-4123) was issued on-June 11, 2003 to Map 206 Parcel 030 for the demolition and construction of a four-bedroom, single- family home, the relocation of an existing shed,the removal of the existing septic system and the subsequent installation of anew Title 5 system.This Order of Conditions is valid for three years from the date of issue. 6. The petitioner has standing before the Board of Appeals. ' 7. This site is located in the FEMA designated Zone B. The current elevation of the lot and surrounding roadway is at elevation 7 feet. The proposed attached garage is to be at elevation 10 with the dwelling structure foundation at elevation 12 for flood proofing. The dwelling's basement is to be a`crawl space on a concrete slab located at elevation 10.1: A retaining wall is proposed around most of the proposed building site with a maximum height of 2.4 feet. 8. The dwelling being proposed is a two-story mansard roof structure. The height to plate and roofline is to be 26'',f&` The oversized garage is connected to the dwelling with a one-story breezeway and the fourth bedroom is located above the garage area. 9. The size of the proposed new dwelling on this lot intensifies the alleged nonconformity, however, the dwelling would not be substantially more detrimental to the neighborhood than the former dwelling. 10. Parcels 030,031,032 have merged into one lot for a total of.51 acres. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the special permit for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non- conforming lot. 'The reconstruction shall comply with all setback requirements and is subject to the following conditions: 3 RESIDENTIAL BUILDING PERWM7 FEES APPLICATION FEE , New Buildings $100.00 . Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.0.0 FEE VALUE WORKSMET NEW LIVING SPACE - c 2 C fl G �3 sgna=e feet x$96/sq.foot= _ plus fromeow k1lapp _ ALTER.ATIONS/RENOVATIONS OF EXISTING SPACE �. square feet x$641sq.foot= x.0041- plus frombelow(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= 4 (n x.0041= 2 >120.s .ft. 2 � ACC , STRUCTURE >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000$f 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as newbuilding permit: Square feet x$961sq.foot= x.0041- STAND ALONE PEBNIITS Open Porch x$30.00= (number) • x$30.00= ! � ' Deck (number) • _ FirepIace/Chlmney _1 x$25.00= -- (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocatiou/Moving $150.00 N / (plus above if applicable) Permit the ,, / 2 3 � 4 3 . PTOJCOSL Rey:063004 FLOOD OPENINGS ENCLOSED AREA =`22x24 = 528 S,F. REO'D OPENING `AREA = 528 SO. IN. AREA PROVIDED=(4)18"x8" OPNGS.=576 S.!. NOTES FLOOD ZONE A11 EL. 1 1.0 BASE. FLOOD ELEVATION (B.F.E. T.O. FOUND, EL. 1'1,0 T.O. OPENING=6.F.E.=EL. 1 1.0 __:BREAKAWAY PANEL OPENING SEE SKS-2G 00 2 #5 @ T.D. WALL AND UNDERSIDE OF OPENING EXTEND 1'-3" BEYOND T.O. SLAB FINISH GRADE ' `EACH SIDE OF OPENING EL. t EL. 10.0 --77777 - _ F-OUNDATIO.N' WALL WTH BREAKAWAY PANEL. DETAIL' &AA ® �NOFY,4 'MICHELE C. TU OR 1' NC.34774 U) c� STRUCTURAL OfSTE���� FLOOD FOUNDATION DETAILS , MICHELE C. TUDOR, P.E. AT GARAGE Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mossochusetts 02632 MAUTNER RESIDENCE Drawn By: MCT Date: 02/23/05 Drawing #35 SHORT BEACH RD. Scale: None Rev. 0 CENTERVILLE, MA SKS 1 G File Nome: w�.... Project No.: 2005-30 N Fp V 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACKUSETTS STATE BUILDING CODE system in accordance with 780 CMR 9 shall not Flood Proofing: Any combination of structural exceed 250 feet(76200 mm)in length. and nonstructural additions, changes, or 2. Exit access travel distance on a walkway adjustments to structures which reduce or constructed with both sides at least 50% open eliminate flood damage to non-residential shall not exceed 300 feet(91440 nun)in length. structures. 780 CMR 3107.0 FL40OD-RESMANT High-hazard Zones*(V Zones) Areas of tidal CONSTRUCTION influence which have been determined to be 3107.1 General:All buildings and structures erected subject to wave run heights in excess of three in areas prone to flooding shall be constructed and feet or subject to high-velocity wave run-up or elevated as required by the provisions of 780 CMR wave-induced erosion(VZones). 3107.0. Highest Adjacent Grade: The highest natural 3107.2 Definitions:The following words and terms elevation of the ground surface, prior to shall,for the purposes of 780 CMR 3107, and as construction,adjoining the proposed foundation used elsewhers in 780 CAD?,,have the meanings walls of a structure Shown herein: Impact Loads: Loads induced by the collision of A Zones: Flood-hazard zones- all areas,which solid objects on a structure carried by have been determined to be prone to flooding, floodwater. but action.nt subject to high-velocity waters or wave Lowest Floor.. . The lowest floor of the lowest enclosed area(including basement/cellar). An Base Flood Elevation: The flood having a 1% unfinished or flood resistant enclosure, usable _ chance of being equalled or exceed in any given solely for parking of vehicles,building access,or year and shall be used to define areas prone to year storage in an area other than a basement/cellar with appropriate hydrostatic .. flooding,and describe at a minimum;the depth 7 or peak elevation of flooding. openings as required in 780 CMR.3107.5.3 is not considered a building's lowest floor. Basement/ceAar: Any area of the building having Manufactured Home: See DEFINITIONS, its floor subgrade (Below ground level) on all 780 CMR 3502. sides . Breakaway Wall: A wall that is not part of the Scouring: The erosion or washing away of slopes structural support of the building and intended or soil by velocity waters through its design and construction,to collapse Special Hazard Zones: An area having special under specific lateral loading forces, without flood and/or flood-related erosion hazards and causing damage to the elevated portion of the building or supporting foundation system shown on a Flood Hazard Boundry Map orFIRMas Zone A,AO,AI-30,AE,A99,AH, VO, Elevation: The placement of a structure above VI-30, YE, V flood level to minimize or prevent flood damages. Start of Construction:The date the building permit was issued provided the actual start o Flood Hazard.Zones: Areas which have been � .f determined— to be prone to flooding-but-not to construction,repair,reconstruction,placement, high velocity waters or wave action. (A ZONES or other improvement was within 180 days of the `--�� permit date The actual start means the first Floodproofing. Any combination of structural and placement of permanent construction of a non-structural additions, changes or structure on a site,such as the pouring of slab or adjustments to structures which reduce or footings, the installation of piles, the eliminate flood damage to new or substantially construction of columns,or any work beyond the improved structures stage of excavation or the placement of a manufactured home on a foundation. F.FSM.A: Federal Emergency Management Agency- Structure: A walled and roofed building,including a gas or liquid storage tank, that is principally Flood Insurance Rate:Flood insurance rate map above ground and affixed to a permanent site,as (FIRM means an official map of a community, well as a manufactured home which delineates both the special hazard areas and the risk premium zones applcable to the community. 432 780 CMR-Sixth Edition corrected-9/19/97(Effective 2/28/97) .— 1 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS SPECIAL CONSTRUCTION Substantial Improvements: Substantial The 100-year flood elevation shall be determined improvement means any reconstruction, as follows: rehabilitation,addition, repair or improvement 1. In AI-30,AH,AE, VI-30 and VE,the Base of a structure, the cost of which equals or Flood Elevation is provided on the community's exceeds 50%of the market value of the structure Flood Insurance Study and the Flood Insurance before the "start of construction" of.the Rate Map(FIRAO. improvement. This term includes structures 2. In AO zones,add the depth provided on the which have incurred "Substantial' damage", Flood Insurance Rate Map to the highest regardless of the actual repair work performed adjacent grade If no depth is provided,add.at Substantial.improvement does not, however, least two feet to the highest adjacent grade- include either: 3. In A,A99 and V Zones,the building official, L any project for improvement of a structure to design professional, or surveyor shall obtain, correct existing violations of state or local review and reasonably utilize and Base Flood health.sanitary,or safety codes which have been. Elevation Data available from a federal, state or identified by the local code enforcement official other reliable sources. and which are the minimum necessary to assure 3107.4 Hazard zones: Areas which have been safe living conditions or determined d ,t _ to be prone to flooding shall be classified Z any alteration of a Historic structure , . �-�--� as either flood-hazard zones (A Zones) or high- provided that the alteration will not preclude the — �► structure's continued designation as a "historic hazard zones (V Zones) in accordance with structure" 780 CMR 3107.5 and 3107.6. Note 1: The following items can be excluded 3107.5 Flood-hazard zones (A Zones): All areas from the cost of improvement or repair.plans, which have been determined to be prone to flooding specifications, survey,permits, and other items but not subject to high-velocity waters or wave which are separate from or incidental to the action shall be designated as floodhazard zones. All repair of the damaged or improved building.i e buildings and structures as defined in 780 CMR debris removal/cartage 3107.2 erected or substantially improved in Note Z The latest Assessors'structure value may floodhazard zones shall be designed and constructed be used,provided that the Assessors certify that. in accordance with 780 CMR 3107.5.1"throu h said value is based on 100% valuation, less �• g de reciation. 3107:5:4"'� Plans for such construction or p improvements shall be prepared by a qualified registered professional engineer or architect to VZones: Areas of tidal influence which have been ensure the compliance with 780 CMR 3107.S detemmined to be subject to wave run heights in excess of three feet or subject to high-velocity Exception:a proposed addition that triggers the wave run-up or wave-induced erosion. (V Zones) substantial improvement requirements shall be constructed according.to the provisions of Variance: A grant of relief by a community and 780 CAR 31OZ5. However, the existing the Commonwealth, via the Boards of Appeal, structure is not required to be brought into from the terms of the Hoodplain'Management compliance with 780 CMR 3107.S,provided that Regulation& the addition IS NOT an additional story(s)which relies on the support of the existing structure Venting A system designed to allow flood lood waters to Should the construction of an additional enter an enclosure, usually the interior of story(s) meet the substantial improvement foundations walls,so that the rising water does definition,the eadsting structure shall then meet not create a dangerous differential in hydrostatic all the applicable provisions of 780 CAR 310 Z 5. pressure;usually achieved through openings in 3107.5.1. Elevation: All buildings or structures the wall& Vents may be installed in garage doors erected within a.flood-hazard zone shall be to satisfy this requirement,provided such vents elevated so that the lowest floor is 1'� ocated at or are installed consistent with 780 CMR 31OZ above tWbase'flood elevation. All basement/ The necessity of human intervention, such as cellar-floor surfaces shall"be located at or above opening garage doors, does not satisfy this the base flood elevations. requirement. 3107.3 Base flood elevation: The base flood L Floors of occupancy in any use group, other than use group R,?below the base flood elevation shall be used to define areas prone elev sno�confo m to 780 ChM 3107.5.4. flooding, and shall describe, at a minimum, thea depth or peak elevation of flooding,(including wave 2. Floors of occupancies in any use group height)which has a 1%(100-year flood)or greater which are utilized solely for structure means chance of occurring in any given year. of egress, incidental'storage garages and parking,and which are located below the base 9/19/97(Effective 2/28/97)-corrected 780 CMR-Sixth Edition 433 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE flood elevation, shall conform to 780 CMR shall be provided with shutoff valves or closure 3107.5.3. devices to prevent backwater flow.during 3107.5.2 Anchorage: The structural systems of conditions of flooding. ' all buildings or structures shall be designed, 3107.E High-hazard zones (V Zones): Areas of connected and anchored to resist flotation, tidal influence which have been determined to be collapse or permanent.lateral movement due to structural loads and stresses from flooding equal .subject to wave heights in excess of three feet(914 nun) or subject to high-velocity wave run-up or to the base flood elevation and shall be designed save-induced erosion shall be classified as high- in accordance with 780 CMR 1615.3 and 1615.4. hazard zones. All buildings or structures erected in 31 5"Enclosures below base flood elevation: a high-hazard zone shall be designed and Enclosed spaces below the base flood elevation constructed in accordance with 780 CMR 3107.6.1 shall not be used for human occupancy with the through 3107.6.4. Plans for such construction shall exception of structure means of egress, entrance be prepared by a registered professional engineer foyers, stairways and incidental storage.[Fullyor architect to ensure compliance with 780 CMR 1 e_nclosed spaces shall be designed—to equalize 3107.E automatically'hydrostatic forces on exterior walls] �eption:a proposed addition that triggers the by allowing for the entry and exit of floodwaters. substantial improvement requirements shall be Designs for meeting this requirement shall either constructed according to the provisions of be certified by a registered design professional in 780 CMR 3107.6. However, the existing accordance with 780 CMR 3107.12 or conform.to structure is not required to be brought into the following minimum criterion: a minimum of compliance with.780 CAR 3107.6,provided that two openings having a total net area of not less the addition IS NOT an additional story(s)which than one square a inch.(645 mmZ) for every one 0 relies on the support of the existing structure. square foot(07 lm� of enclosed area subject to Should the construction of an additional ' flooding shall be provided. The'bottom of all - story(s) meet the substantial improvement openings.shall not be higher than 12 inches(305 definition,the existing structure shall then meet mm) above grade immediately adjacent to the all the applicable provisions of 780 CAM 3107.6. location of the opening. 'Openings shall not be equipped with screens, louvers, valves or other Note:Areas shown as V Zones on the most recent coverings or devices unless such devices permit Flood Insurance Rate Map published by the the automatic entry and discharge of floodwaters. Federal Emergency Management Agency shall be 3107.5.4 Water-resistant construction: considered in establishing high-hazard zones. Occupancies in any use group other than Use 3107.6.1 Elevation: All buildings or structures Group R shall, in lieu of meeting the elevation erected within a high-hazard zone shall be provisions of 780 CMR 3107.5.1,be erected with elevated so that the lowest portion of all structural floors usable for human occupancy below the base members supporting the lowest floor, with the flood elevation_ provided that the following exception of mat or raft foundations, piling, pile conditions are met: _ caps, columns, grade beams and bracing, is 1. All space below the base flood elevation located at or above the base flood elevation. shall be constructed with walls and floors that 3107.6.2 Enclosures below base flood elevation: are substantially impermeable to the passage of All spaces below the base flood elevation in a water. high-hazard zone shall not be.used for human 2. All structural components subject to occupancy and shall be free of obstruction except hydrostatic and hydrodynamic loads and stresses during the occurrence of flooding to as permitted herein:1, Mat or raft foundations, piling, pile caps, the base flood elevation shall be capable of bracing, grade beams and columns which resisting such forces, including the effects of provide structural support for the building. buoyancy. 2. Entrances and exits which are necessary for 3. _ All openings below the base flood required ingress and means of egress. elevation shall be provided with water-tight 3. Incidental storage of portable or mobile closures and shad have adequate structural items readily moved in the event of a storm. capacity to support all flood loads acting upon 4 Walls and partitions are permitted to the closure surfaces 4. All floor and wall penetrations for enclose all or part of the space below the plumbing, mechanical and electrical systems elevated floor provided that such walls and . partitions are not part of the structural support shall be made water tight to prevent floodwater of the building and are constructed with insect seepage through spaces between the screening,open wood lattice,or nonsupporting penetration and wall construction materials.Sanitary sewer and storm drainage systems that walls designed to break away or collapse have openings below the base flood elevation without causing collapse, displacement or other 434 780 CMR-Sixth Edition 2/7/97 (Effective 2/28/97) J 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS . SPECIAL CONSTRUCTION structural damage to the elevated portion of the Construction materials shall be resistant to water building or supporting foundation system due damage in accordance with the provisions of to the effect of wind loads as specified in 780 CMR 1808.0, 1810.2,1813.4, 2307.2, 2309.1, 780 CMR 1611.0 and water loads as specified 2311.4,2311.6 and 2503.4. in 780 CMR 1615.0 acting simultaneously. Any such nonsupporting solid wall shall be 3107.9 Mobile units: New or replacement mobile certified as specified in 780 CMR 3107.12.3. units to be located in any hazard zone shall be 3107.6.3 Foundations:All buildings or structures placed•in accordance with the applicable elevation erected in'high-hazard zones shall be supported requirements of 780 CMR 3107.5.1 and 3107.6.1 on pilings or columns and shall be adequately and the anchor and tie-down requirements of anchored to such pilings or columns. Th piling 780 CMR 35. e shall have adequate soil penetrations to resist the combined wave and wind loads(lateral and uplift) 3Y07.10 Alterations, renovations and repairs: to which such piles are likely to be subjected Alterations, renovations and repairs to existing during a flood to the base flood elevation. Pile buildings located in any hazard zone shall comply embedment shall include consideration of with all applicable provisions of 780 CMF_ decreased resistance capacity caused by scour of Compliance with 780 CMR 3107 is not required . soil strata surrounding the piling. Pile system unless- such alteration, renovation or repairs design and installation shall also be made in constitute substantial improvements as defined in 780'CMR 310ZZ. accordance with the provisions of 780 CMR . 1816.0 and 1817.0. Mat or raft foundations which Exception: Repair or replacement of existting support columns shall not be permitted where soil foundations shall comply with 780 CMR investigations required in accordance with 31OZ 6 4. 780 CMR 1802.1 indicate that soil material under the mat or raft is subject to scour or erosion from 3107.11. Increases in.building height and floor wave-velocity flow conditions. area:See 780 CMR 3107.S Exception and 31OZ 6 3107.6.4 Repair or Replacement of Existing Exception. Foundations: Existing foundations may be 3107.12 Certifications: Certifications shall be repaired without further compliance with 780 CAM 3107 unless the work required is submitted in accordance with 780 CMR 3107.12.1 ' determined to be substantial as defined herein. through 3107.12.3. Exception: Existing foundation systems 3107.12.1 As-built elevation certifications: A which are replaced in total or which are licensed land surveyor or registered design replaced so as to constitute new construction professional shall certify,the actual elevation(in shall meet.the requirements of 780 CMR relation to base flood elevation) of the lowest 3107.6 .regardless of whether the work structural member required to be elevated by the required is substantial provisions of 780 CMR 12. 3107.12.2 Waterresistant construction:Where 3107.7..Protection of mechanical and electrical buildings or structures are to be constructed in systems:New and replacement electrical equipment accordance with 780 CMR 3107.5.4, the code and heating, ventilating, air conditioning and other official shall require that a registered design service equipment shall be either placed above the base flood elevation or protected so as to prevent Professional provide- construction documents p p showing proposed details of floor, wall and water from entering or accumulating within the foundation support components, loading system components during floods up to the base computations and other essential technical data flood elevation in accordance with the mechanical used in meeting the conditions of 780 CMR code listed in Appendix A. Installation of electrical 3107.5.4. The construction documents shall be wiring and outlets, switches, junction boxes and accompanied by a statement bearing the signature panels below the base flood elevation shall conform of the registered design professional indicating to the provisions of 527 CMR 12,00. listed in that the design and proposed methods of Appendix A for location of such items in wet construction are in accordance with all applicable locations. Duct insulation subject to water damage provisions of 780 CMR 3-107.5.4. shall not be installed below the base flood elevation. 3107.12.3 High-hazard construction: Where 3107.8 Construction materials, methods and buildings or structures are to be constructed in practices: All buildings or structures erected in accordance.with 780 CMR 3107.6, the code 'flood-hazard zones (A Zones). or in high-hazard official shall require that a registered design zones(V Zones)shall be constructed with materials professional provide construction documents resistant to flood damage and be constructed by showing proposed details of foundation support methods and practices that minimize flood damage. and connection components which are used in 2/7/97 (Effective 2/28/97) 780 CMR-Sixth Edition 435 s 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS . THE MASSACHUSETTS STATE BUILDING CODE meeting the requirements of 780 CMR 3107.6.3. for private radio or television reception. Such a Where solid walls or partitions are proposed structure shall not be erected so as to injure the roof below the base flood elevations,wall,framing and covering,and when removed from the roof,the roof connection details of such walls shall be provided, covering shall be repaired to maintain weather and including loading computations for the wall and water tightness. The installation of any antennal foundation system used in meeting the conditions structure mounted on the roof of a building shall not of 780 CMR 3107.6.2. The construction be erected nearer to the lot line than the total height documents shall be accompanied by a statement of the antennal structure above the.roof, nor shall bearing the signature of the registered design such structure be erected near electric power lines or professional. indicating that the design and encroach upon any street or other public space. proposed methods of construction are in accordance with all applicable provisions of 3109.2 Permits required:Approval shall be secured 780 CMR 3107.6. for all roof-mounted antennal structures more than 12 feet (3658 mm) in height above the roof. The 780 CNR 3108.0 RADIO AND TELEVISION application shall be accompanied by detailed TOWERS drawings of the structure and methods of anchorage. 3108.1 General: Subject to the structural provisions All connections to the roof structure shall be of 780 CMR 1611.0 for wind loads and the properly flashed to maintain water tightness. The requirements of 780 CMR 1510.0 governing the design and materials of construction shall comply fireresistance ratings of buildings for the support of with the requirements of 780 CMR 3108.3 for roof structures,all radio and television towers shall character, quality and minimum dimension. be designed and constructed as herein provided. 3109.3 Dish antennas: An antenna consisting of a 3108.2 Location and access: Towers shall be radiation element which transmits or receives located and equipped with step bolts and ladders so radiation signals generated as electrical, light or as to provide ready access for inspection purposes. sound energy,and supported by a structure with or Guy wires or other accessories shall not cross or without a reflective component to the radiating dish,. encroach upon any street or other public space, or usually in a circular shape with a parabolic curve over any electric power lines,or encroach upon any design constructed of a solid or open mesh surface, other privately owned property without written shall be known as a dish antenna. consent of the owner. 3109.3.1 Permits: The approval of the code official shall be secured for all dish antennal 3108.3 Construction: All towers shall be structures more than two feet (610 mm) i4 constructed of approved corrosion-resistant diameter erected on the roof of or attached to any noncombustible material. The minimum type of building or structure. A permit is not required for construction of isolated radio towers not more than dish antennas not more than two feet(610 nun)in 100 feet(30480 mm)in height shall be Type 4. diameter erected and maintained on the roof of any building. 3108.4 Loads: Towers shall be designed to resist wind loads in accordance with EIA 222-E listed in 3109.3.2 Structural provisions: Dish antennas Appendix A. Consideration shall be given to larger than two feet(610 mm)in diameter shall be conditions involving wind load on ice-covered subject to the structural provisions of 780 CMR sections in localities subject to sustained freezing 1610.0,1611.0 and 3108.4. The snow load temperatures. provisions of 780 CMR 1610.0 shall not apply where the antenna has a heater to melt falling. 3108.4.1 Dead load:Towers shall be designed for snow. the dead load plus the ice load in regions where ice formation occurs. 780 CM 3110.0 WINDOW-CLEANING 3108.4.2 Uplift: Adequate foundations and SAFEGUARDS anchorage shall be provided to resist two times 3110.1 General: All buildings and structures over the calculated wind uplift. 50 feet (15240 mm) or four stories in height, in which the windows are cleaned from the outside, 3108.5 Grounding:All towers shall be permanently shall be provided with anchors, belt terminals or and effectively grounded. other approved safety devices for all window openings. Such devices shall be of an approved 780 CMR 3109.0 RADIO AND TELEVISION design, and shall be constructed of corrosion- ANTENNAS resistant materials securely attached to the window 3109.1 Permits not required: A building permit is frames or anchored in the enclosure walls of the not required for roof installation of antennal building. Cast-iron or cast-bronze anchors shall be structures not more than 12 feet(3658 mm).in height prohibited. 436 780 CMR-Sixth Edition 2/7/97 (Effective 2/28/97) ^NE�°w� The Town of Barnstable SARMsrABLE.MASS. Department of Health Safety and Environmental Services y 4 Building Division 367 Main Street,Hyannis,MA 02601 :e: 508-862-4038 508-790-6230 PLAN REVEEW Owner: - 4 r Map/Parcel: Project Address:135 S'k-- Qooc�l U?,� Builder: The following items were noted on reviewing: �0 k Q \"1 a C-51A lA �p �)V✓i LV a 11 1 �• / 1 Q. G .� Tf'oy1 o CC' kn4I t1Qve \r �Q n,) � Cc,r 2 "A Alec � 3. cc es S 22 C13 -� C, C- 15 Over p -OVA 1 �(� � i�' n c�� �'i� � c�w� U SSvYeS 0� 2 O nS Or eV Y =+� yr �a ss -7l� A , . Q 6'iA ern rwV b Reviewed by: e Date: /_ 2 (5�;) yl/slo(0 TOWN OF BARNSTABLE Building Department - Foundation Permit Date, 0 � Permit # Name S; i"vehe &)p A Q � �Q Location &�s gbov4z Sp. of Bldgs. TOWN OF BARNSTAkLE BUILDING PERMIT PARCEL ID 206 030 #' GEOBASE ID 1237$ ADDRESS 35 SHORT BEACH ROAD PHONE CENTERVILLE ZIP - LOT 28 BLOCK LOT SIZE DBA DEVELOP ENT DISTRICT CO PERMIT 76298 DESCRIPTIO /4BATH/SIN FAM/ZBA#2003-106 PERMIT TYPE BUILD TITLE EW SIDENTIAL BLDG PMT CONTRACTORS: DONOVAN,PAUL Departmentof ARCHITECTS. Regulatory Services TOTAL FEES: 1 009.89 BOND CONSTRU ION COSTS 2 2,544.00 � . 1 1x SI L FAM OME DETACHE 1 PRIVAT 0 +► BAENTSTABLE, • ass. i63� A1� �D M� BUWDJ N DA EYE 04/29/2004 EXPIRATION DATE Y f i '� TOWN OF BARNSTABLEOL BUILDING .PERMIt PARCEL: -ID 266 030 GROBASSE' ID 1237 ' ADDRESS _35 'SHORT BEACH ROAD PHONE CENTERVILLE ZIP - LOT 28 BLOCK LOT SIZE DBA DEVELOP NT DISTRICT CO j PERMIT 76208 DESCRIPTIO 416D 4BATH/SIN FAM/ZBA#2003-106 PERMIT TYPE BUILD TITLE SIDENTIAL BLDG PMT CONTRACTORS: DONOVAN,PAUL Department of ARCxITECTs Regulatory Services `. TOTAL FEES: - �009.89 BOND / $.00 �tNE CONSTR77�ION COSTS 62,544.00 10N SING FAM ME DETACHED 1 PRIVAT ,, 0�' * an>zivsrns>�, 039. RFD MA'S A BUI NG'D. LION t BY DA. E ISSUED 04/29/2004 EXPIRATION DATE- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS I PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED 6 FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND 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. ® min ® ® ougme I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i, Ala 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUI LDI N G � PERMIT BSC GROUP r 657 Main'Street,. Unit 6, Date: April 2 2004 Route�z8 Wesffarmouth, MA - o2673 r Tel :508 778-89iq' ' Barnstable B ildmg`Depart rent Fax. 508-778 8966 367 Main.Street 02601" . .Re 35 Short Beach.'Road •Dear Mr Fitzgerald; z -In response to your recent questioiis.about.the above referenced project site,the property is located inTlood Zone"B".as shown.on.the.Town of Barnstable FEMA Flood Maps:_(lVlap 8 of ., i 25, dated 7/2A992 Panel#25000�1�0008;D.) BSC's`field sui vey.iridicates`that the existing topography of the,,site varies between elevation 6 NGVD and`elevatiori 7 5 NGVD`.on the stehThese elevations would indicate that tfiis land:is sixbjectto flooding;and could place`the.site in an'"A"zone'. As a result we:are designing-for a worst-case scenario If I can be of any fi rther help on this matter please call ie at(508) 7:78 8919. •a Yours trul ;. Kieran H' y;rS.11.. r r _ Enginee { _ --Job Re£.48504.00 L Bradley,. w Environmental . , Scientists' r {; GI.S`Consultants 1.aridscape •� - t9 - � �' t.} .i..S i�:'r';i °j 1.;i:' +F.S }Y ,. 7�„�Tts •'..ta*,. `Af ±4 "1'Z t r Architects•. Planners" � Y i •� ~� +. �.�x t�,,'fci YatF.�'r i;.�;[iy,tfit•i£t � ��•'�L;.6\}. Surveyors 4 GI NOV -4 i 3: 15. BARNSTABLE TOWN CLERK 4E7,9� � FDMAyE. . Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-106—BF Realty Trust Special Permit— Section 4-4.3 Nonconforming Buildings & MGL Chapter 40A, Section 6 Demolition and reconstruction of a dwelling on a non-conforming undersized lot Summary: Granted with Conditions Petitioner: B.F.Realty Trust Property Address: 35 Short Beach Road,Centerville,MA Assessor's Map/Parcel: Map 206,Parcels 030,031,032 Zoning: Residential D-1&Resource Protection Overlay Districts Relief Requested & Background: The subject property is located on Short Beach Road fronting the Centerville River in Centerville. The locus consists of three undersized lots totaling 0.51 acres. According to the Assessor's records,the property identified as Map 206 Parcel 030 and commonly addressed,as 35 Short Beach Road is a lot of 0.18-acre. According to the Assessor's records,it is developed with a 1,104 sq.ft.,one-story,three- bedroom, 1 1/2 bath,single-family dwelling originally constructed in 1956. The remaining Parcels 031 and 032 consist of 0.27 and 0.06 acres respectively and are undeveloped. It appears Short Beach Road over Parcel 31 may be an undefined driveway easement. The property is in the Residential D-1 Zoning District and Resource Protection Overlay District that today requires a minimum lot area of 2 acres,minimum frontage of 20 feet,a minimum lot width of 125' and structure setbacks of 30 feet front, 10 feet side and rear. The existing dwelling does not conform to the required setbacks and the lot is a legal pre-existing non-conforming in terms of minimum lot area. The applicant is proposing to demolish the existing structure and construct a 3,201 sq.ft.,4-bedroom, two-story dwelling with a deck and attached two-car garage. The existing shed shall be relocated in conformance with the current setbacks.The proposed site plan for the location for the home shows that it will conform to the required setbacks for the district and that the lot will accommodate a Title 5 on- site septic system designed for a 4-bedroom residence as approved by the Board of Health on May 16, 2003.The property is serviced by municipal water. Procelffal& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on June 12,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 06,2003 and continued to September 03,2003 and to October 22,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were;Richard L.Boy,Thomas A. DeRiemer,Jeremy Gilmore and Ron S.Jansson Acting Chairman. 1 f J At the August 06,2003 hearing,it was identified that an error existed in the legal notice and it was determined that the appeal would need to be properly noticed to assure the correct location was cited. The appeal was continued to September 03,2003 to permit that re-notification. At that continuance, Mr.Robert M.Bradley,Trustee of BF Realty Trust represented the petitioner. Mr. Kiernan Healy, consulting engineer from B.S.C. Group,was also present to assist. Mr.Bradley stated that the existing structure is dilapidated and that it is his intension to demolish that building and construct a new dwelling on the undersized lot. He presented the plans citing that the existing dwelling has a total of four bedrooms and that they intended for the new dwelling to also have four. He stated that the on-site septic has been approved by the Board of Health. An Order of Conditions by the Conservation Commission has been issued for the demolition and reconstruction and that all was in order except for the special permit and findings of the Zoning Board of Appeals. The Board and applicant discussed the location of the dwelling within the designated FEMA zone. The applicant noted that the new construction would comply with all required flood proofing. Public comment was requested and Ms. Mary L. Canavan of 56 Short Beach Road discussed the impacts on the neighborhood being created by the demolition of the older one-story seasonal cottages and the redevelopment on those small lots to year-round two or two and one half-story dwellings. The ramifications of having raised the base elevation as required for flood proofing was noted. Mr.Philip Bateman of 25 Short Beach Rd. spoke about the neighborhood and stated that he favored the proposal before the Board. Mr.Bradley submitted'a photo essay of the houses in the area citing that the proposal before the Board was not out of character to what has been occurring in the neighborhood and that his proposed structure would not be more intrusive. The Board discussed the nature of building on small lots and determined that they would like to continue the appeal to permit members to look at the neighborhood before determining this appeal. The appeal was continued to October 22,2003. At that continuance,Attorney John R.Alger represented the petitioner. Mr.Bradley and Mr.Healy were also present at the continuation. Mr.Alger submitted additional pictures of the neighborhood and 4 letters from abutters who favor the proposed redevelopment of the lot. He also submitted findings of fact and proposed conditions. The Board noted that only 4 members were present and that for the appeal to be granted all four would have to vote favorably. Mr.Alger agreed to go forward with the appeal and gave a brief background of what was being proposed and how it is not any more intrusive than what has been built recently in the neighborhood. Mr.Alger stated that the existing dwelling is 1104 sq. ft. and the new one would have 3201 sq. ft.There would be no basement,only a crawl space. Findings of Fact: At the hearing of October 22,2003,the Board unanimously made the following findings of fact: 1. BF Realty Trust has applied for Special Permit findings under MGL Chapter 40A Section 6 for the demolition and reconstruction of a single-family dwelling on a non-conforming lot.The subject property is located as shown on Assessor's Map 206,as Parcels 030,031 and 032, commonly addressed 35,41 and 43 Short Beach Road, Centerville,MA in a Residence D-1 Zoning District. 2. The property is located on Short Beach Road fronting the Centerville River in Centerville. The locus consists of three lots totaling 0.51 acres. The property identified as Map 206 Parcel 030 2 and commonly addressed as 35 Short Beach Road is a lot of 0.18-acre. It is developed with a 1,104 sq.ft.,one-story, 1 '/z bath, single-family dwelling originally constructed in 1956. The remaining Parcels 031 and 032 consist of 0.27 and 0.06 acres respectively and are undeveloped. 3. The property is in the Residential D-1 Zoning District and Resource Protection Overlay District that today requires a minimum lot area of 2 acres,minimum frontage of 20 feet,a minimum lot width of 125'and structure setbacks of 30 feet front, 10 feet side and rear. The existing dwelling does not conform to the required setbacks and the lot is a legal pre-existing non- conforming in terms of minimum lot area. 4. The applicant proposes to demolish the existing structure and construct a 3,201 sq.ft.,4- bedroom,two-story dwelling with a deck and attached two-car garage. The existing shed shall be relocated in conformance with the current setbacks.The proposed site plan for the location for the home shows that it will conform to the required setbacks for the district and that the lot will accommodate a Title 5 on-site septic system designed for a 4-bedroom residence as approved by the Board of Health on May 16,2003.The property is serviced by municipal water. 5. A Conservation Commission Order of Conditions (File# SE3-4123) was issued on June 11, 2003 to Map 206 Parcel 030 for the demolition and construction of a four-bedroom,single- family home,the relocation of an existing shed,the removal of the existing septic system and the subsequent installation of a new Title 5 system.This Order of Conditions is valid for three years from the date of issue. 6. The petitioner has standing before the Board of Appeals. 7. This site is located in the FEMA designated Zone B. The current elevation of the lot and surrounding roadway is at elevation 7 feet. The proposed attached garage is to be at elevation 10 with the dwelling structure foundation at elevation 12 for flood proofing. The dwelling's basement is to be a crawl space on a concrete slab located at elevation 10.1. A retaining wall is proposed around most of the proposed building site with a maximum height of 2.4 feet. 8. The dwelling being proposed is.a two-story mansard roof structure. The height to plate and . roofline is to be 26'-10". The oversized garage is connected to the dwelling with a one-story breezeway and the fourth bedroom is located above the garage area. 9. The size of the proposed new dwelling on this lot intensifies the alleged nonconformity, however,the dwelling would not be substantially more detrimental to the neighborhood than the former dwelling. 10. Parcels 030,031,032 have merged into one lot for a total of.51 acres. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the special permit for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non- conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 3 H 1. Location of the dwelling shall be as shown on a plan entitled"Plan To Accompany Board Of Appeals Filing at#35 Short Beach Road in Centerville,Massachusetts (Barnstable County) Proposed Conditions,June 5,2003,Prepared for George Mautner,OCC Development,Inc., 1287 Old Post Road,Marston Mills,Ma 02648. BCS Group, 657 Main Street,Unit 6,W.Yarmouth, Massachusetts,02673".This plan is stamped and signed by Craig A. Field,Professional Land Surveyor on 6/5/03 and by David J. Crispin,Professional Engineer on the same date. 2. The dwelling to be built shall be in conformance to plans and elevations submitted entitled"Short Beach House-Floor Plans and Elevations",drawn by Sutphin Architects and dated 1-14-03. 3. The total gross area of the dwelling shall not exceed, 3,201 sq. ft.,including the garage. The dwelling is limited to no more than four-bedrooms. 4. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Title 5 requirements without variance. 5. The dwelling inclusive of the attached garage and the small shed located on the property shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any new accessory structure be permitted without further permission from the Zoning Board of Appeals. 6. If the dwelling is to be rented the term of any such lease or rental shall not be less than one year with no sub tenancies allowed. 7. The shed located on the site shall be relocated to conform to the district setbacks.' 8. The height of ridge shall not exceed 26 feet, 10 inches. b The vote was as follows: AYE: Richard L.Boy,Thomas A.DeRiemer,Jeremy Gilmore and Ron S.Jansson NAY: None- Ordered: Special Permit 2003-106 is,granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect.. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision,a copy of which must be filed in the office of the Town Clerk Ron ,Acting Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby . certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed.this decision and that no appeal of the decision hayi5c filed in office of the Town Clerk. Signed and sealed,this dayk tboll e p ' s. d penalties of pi% Vury. Linda Hutchenrider,Town Clerk 4 s. . Proof of Publication &1,0040 r uk. " - 11'r'�t'ain 71 LEGAL NOTIC t � ( A qw g�q7 � a big. yx �CM7ky[nvf7EF3y4 �y£'SY11? � $( �ylllxr}f9I3#14 IJ4ppLL��FCttS,f,���Iti+ ; �y}��4i�y� �� B � sE pPpecf t oe0.{�...... ticsn r� i�tanstdrssftresnfasgi� rr�tl4at+"ikcaa� r3gn�� ti( i Zarrt dr u`e � acxaegvth` f "�. �' � � ' ~)� � 11 �y�i �r W A6ip �� �ftlof � � , �� El !GCfkT3�4f4? �Il t � itt& $ S�i « S8 K4 Cif� .�j � ?yit7�rtyt �+t � s c,} 9n�yS��+��S �17 1^sRfi� p a '� �NG� w�t SSiI#ifdT1t('� � � Vtl1Mi r, £ ' _ttiYk �'YftiAtu,, { 4•i,��,,p, V '4 'r tl � 6�i s � u , a r r 3�: t', i �� s � �iCr r �� - t tfi4 Ufa" .gym s xy.MM— .............. - ��� b� Hi�+��! *7 ;1�`rex,,.l �" .�s:.N'xa. :..E?rro4ti� da + '.rz 7' :9"fwA11r04"'_.�r�Fn!�a.�. Parcels within 300' of Map 206 Parcels 030, 031, 032 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database July 2, 2003. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 206007 HUGHES,MICHAEL A&HELEN M 127 CIDER MILL IGLASTONBURY CT 111031 IRD,W LEDGE 206008 DRISCOLL,JOAN M 75 LONG CENTERVILLE 102632 BEACH RD 06009 MINCHELLO,JAMES B&LINDA J 29 WINCHESTER MA 01890 USA AMBERWOOD DR 206010 MCQUADE,EUGENE M&PEGGY J 50 DOWNING ST E GREENWICH IRI 102018 JUSA 206011 GIARDINI,GEORGIA L 56 LONG CE14TERVILLE MA 02632 USA BEACH RD 206012 BEACH CLUB OF CRAIGVILE INC P O BOX 297 CENTERVILLE IMA �02632 USA 206026 RONCONE,CATHERINE G 21 NORFOLK DR ILE OMMSTER IMA 101453 JUSA 206027 SULLIVAN,JOSEPH W TR SULLIVAN REALTY TRUST 2361 NW 49TH BOCA RATON FL 33431 LN 206028 PENDERGAST,JOHN J JR 7ANN D PENDERGAST PO BOX 576 CENTERVILLE MA 02632 USA 206029 WICKERS,JANE M 17 SCHOOL ST BYFIELD IMA 101922 USA 206030 LAVERTY,BERNARD J JR TR& BRADLEY,ROBERT TR 130 MANSFIELD IMA 102050 IPOKANOKETLNI 206031 HIRSH,LAWRENCE&COOK,L& HIRSH,MELVIN E 15 RIVER BEND ATICK ]MA. 101760 USA IDR 206032 HIRSH,LAWRENCE S&MELVIN E COOK,LAWRENCE 15 RIVER BEND rATICK 01760 & �RD 206033 E A TELLIER FAMILY LP 1 141 PB&L 100 CHARLES BOSTON MA 02114 RIVER PLAZA 206034 BERGERON,JAY& CROWLEY,JOANNE L 337 GREAT EEDHAM MA �02192 JUSA PLAIN AVE 206037 WACHTER,ROBERT C& WACHTER,WILLIAM F 211 LEWISTON GROSSE POINT MI 48236 USA IRD 206038 WACHTER,ROBERT C& WACHTER,WILLIAM F . 211 LEWISTON GROSSE POINT MI 141236 USA IRD Thursday,August 14,2003 Page 1 of 2 E. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country MA 01776 USA 206039 FITZGERALD,MICHAEL TBETSY &HILL,MARY W 34 GOODMANS SUDBURY HILL RD 206040 CANAVAN,M C JR&MH& 73 BROOK ST r LLESLEY A 02181 USA FITZGERALD,B B 206041 GLANCY,AGNES H& BOURKE,CAROLE H&DAMES L JR 117 CATHERINE N KINGSTOWN RI 02852 USA DR 206042 SULLIVAN,MICHAEL S 1333 QUAKER E SANDWICH MA 02537 MEETINGHOUS E RD 06043 �1-113ALY,ANNE H 194 GROVE ST rELLESLEY rA 102482 USA 206044 TONSBERG,FREDERICK& 1131 OCEAN ST MARSHFIELD 02050 USA �ROBERTA 06045 BATEMAN,PHILIP C TR. SHORT BEACH ESTATE TRUST 25 SHORT CENTERVILLE r A 02632 USA BEACH RD 206046 NINE,MARGARET A,TR MARGARET A HINE TRUST 12 CLAUDETTE FRAMINGHAM MA 01701 USA ICIR 206047 LADNER,R BRIAN TRS& LADNER,RONALD F TRS 29 JUNIPER HOLDEN MA 101520 USA LANE 206048 BLACKWELL,RICHARD M DIANE BLACKWELL 5 FREDERICK WOBURN MA 01801 USA ICR 206049 BRYSON,DOROTHY P I 1 ACORN DR AUBURNDALE MA 102166 USA 206050 HAMILTON,THOMAS H M P O BOX 106 CENTERVILLE rA 102632 USA 206097 RICHTER,DONALD F&JOAN W 37 WATERSIDE CENTERVILLE rA �02632 USA DR 206099 PECK,JOHN&KAREN M 415 THOMPSON HALIFAX IMA �02338 IST 06103 PISACANO,CHARLES&MARGO W 30 NEWSPAPER CENTERVILLE MA �02632 IRD 206105 PINHO,JAMES F&KERRI J 198 ANDOVER MA 01845 LANCASTER RD IN 206106 WOELFEL,STEPHEN E&JANE F 117 WALPOLE ORWOOD MA 102062 USA ST 206124 PISACANO,CHARLES&MARGO W 30 NEWSPAPER CENTERVILLE rA. 02632 RD Thursday,August 14,2003 Page 2 of i 07/21/2005 09:03 8084778833 THEUPSSTORE PAGE 01 BOARD OF SUiL ING REGULATIONS :Licons®: CONSTRUCTION SUPO RVISOR Numbot'j,C§ 040948 B�. tOJ'5?1837 64i.pir :d7i'35]! 7 Tr.no: 230.0 I LAb'URFNOE 1U1 7?WALTON H@Al??,`19AY MASHPEE, MA 026i.� CoMmissloner 2 c _ r;r` ' Town of Barnstable `�CF ZNE Jp� Regulatory Services » » 9B"R" B`E.MASS. �« Thomas F. Geiler,Director `�ArFo;p.,p`` Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 13,2005 Lawrence M.Nadzeika 73 Walton Heath Way Mashpee,MA 02649 RE: 35 Short Beach Rd.,Centerville To Whom It May Concern: We have recently received an application for 35 Short Beach Rd., Centerville,Map 206 Parcel 030 to rebuild a house that was torn down subject to special permit#2003-106. This office regrets to inform you that this special permit has expired. Section 240-125 C(3)states that"a special permit shall become void from 12 months from the date of issue unless any construction work contemplated thereby shall commence and proceed in good faith continuously to completion". This has not occurred. You must apply to the Zoning Board of Appeals for a new special permit. If you have any questions regarding this matter please contact this office at 508 862-4038. i elyas Perry Building Commissioner TP/AW Cc: Georgette Clements Fraine Affidavit of Substantial Financial Interest ` of Y� . 4s AA , on oath (, depose s fo and state allows: • Pro loca �at ap , P rcel 1, I am a is n applicant for a building permit for the p5 �� � . The address of the property 2. 1 have % legal or equitable interest in the real property which is the subject of the bui ding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the a e uitable interest in or greater legal or q entities have had a 1 /o g 9 'ndividuals or n individuals is folio 9 the real property which is the subject of the building permit application which identified in paragraph 1 above: Name Address last twelve months, from today's date,which is L� ',-1 have had 4. Within the:a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel /VnS .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. g. Within the last ten days, ! have submitted _..building permit applications for property in which l have a 1% or greater legal or equitable interest, 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. building permits for property in which I have g. Within this month, I have received g a 1% legal or equitable interest. an penalties enalties of perjury,,this , day of- Z '!�� 200 Signed under the pains '- 1 2001-oowaffin 04/14/1994 14:19 617-268-00111 F KIRBY PAGE 01 DE;;-15-2004 14:38 FROM., TD:516172501100 P.1 AQM CERTIFICATE OF LIABILITY INSURANCE T OATEIMMrDDNYYYY► cLENGEtsGSI 12 13 oa rROOUC[R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION t� ONLY AND CONFERS NO RIGMTS UPON THLF CERTIFICATE South River Ineurance Agoy,.Ino_ HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 764 Plain 8trast, P.O. Boa 420 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hershfiold NA 020+50-C426 —_ Phone:781-837-I104 rox:781-837-0189 j INSURERS AFFORDING COVERAGE NAIC B 1NWA•D INSURER A CNA Surety �4s t l ClaSlants INBURER.C. 796-L &ar�tyy gg II��aat -- -- -- raiDtres Dlol-b� rV9219 IN9uRER 0 -- INSURER C COVERA+oEB THE POLICIES Of INSURANCE LISTED BOLOW HAVE SOON GSIAO TO THE INSURED NAMED ABOVE FOR TIE POLICY PERIOD INDICATED N07WIT14STANDIRC ANY REOUJIEMENT.TERM OR CONOI*ION OF ANY CCNTRACT OR OTHER ODCLMENT WIT",RESPECT-1'0 WHICH THIS CERTIFICATE NAY BE I06UEO OR MAY 0101AIN-THE INSURANCE APPOAOEn BY rHE POLICIES OFSCRISED HEREIN 18 BU•JECI 10 ALL THE TERMS,EXCLUSIONS AND CONORONS OF SLY+H .. MUCKS-.A0014EGATT LIMIT&-SHOWN'MAY-HAVE-9F&WREDUCEDIV-PAID CLANS.... L'R SRI TVPBOF MAURANO& POLICY NUMBER ,� „ (YY T•MMIDDIY'f I LMY6 •+ — H EACQCCVRREKCE is-- COMMEaOwI OENIRAt LIABLm J, WOOF rII/+EIiTED PAC Is CLAIM MAIXI .000U.4' _ L. MED.EXFIMyenAPenon) 1.._.PERSONAL&ADV INJURY Is I GENT,A0171EOAT'E IMT APPUES.PER, PRODUCTS-COMPIOP AGG 1 AUTOMOBILE 11AMiJT1' COMBINED SINGLE LIMIT 1 ANYAUTO �. I I(C.—Gem) 1 �— — 1 ALLOYrNEO'AktTOB I . I �BODILY INJURY BCI@BlRBB AUTOS (Per poison) HIRED AUTOS_ I, " BODILY!NJUaY ?.T NON401NEDAVTOS ..L... P14OPEPTY DAMAot ! - (Fs-et ddf%l) OARAGZUASILITT ACCIDENT I: I AUTO ONLY-EA MTAt/:p - I .. OTHER THAN L'A ACC S ,-.,...^ AUYO')NLY 4GG f '�clB•ROMBNB►inle LRY-.... � .. :.EACH OCCURRENCE iDOCCUR CLAWSLIAOE DlOUCTilL! I 1 V-941111 RE1lMnDN • --- E —.-_.— wI,Is EMPPLOYS111s'L�WILLM aTlp i _ I r RvuMITe ANY PRO PRIETOaPARTNEiyFAECUnvB I-' r 'C.L,EACH ACCIDENT S . OFFICIRMSMUR EXCLUOBD7 C.L.010CA°SE-CA EMPLOYE! 3 n yya antra Ilnoor - SPEEVIL/RCJISgN9.W. , E L.D13EABE.•POLICY LIMIT}!• OTNIM- .._. -. A Western. Surety M 4200 440 12/16/041 12/15/051 35 Short $ S,,000 Beach CREWP110NOFOPIRATONSr LOCATIONS I VEHICLES IEXCLU•IONEAD=BVENOOR WW'I SPECIAL PROV141ONB This bond issued to "Town of Contervilla'I as Obligee to secure ,a permit to build at 35 Short Beach Rd Centerville, MR Renewal bond will be mailed within two "eke. CERTIFICATE MOLDER CANCELLATION ° TCWOFC._...WOULDAHY.OFTMfiAEOKO.O[®�a16EDPOLICtEEBeCANC@LIEDBEPOR[tRlEA►{RAT10N . DATE THCQGOF,THE ISSUING INSURER WILL ENDEAVOR TO MAR. 10 DAYS WRITTEN Attn: Bldg Town O� apvil le . NOTICE TO THE ClRTIFICATE 110LOER NAMID TO TNI L!PT.NUT FAILURE:TO DO 80 WALLb Dept_ „ ' 11AP43SS NOOBUGATWA'OR LIABILITY OF ANY KIND U►ONTHE INSURER.ITS AGENTS OR Centerville M RBPRE•ENTATIVES. ACORD 26 h001M0 CORD cORr'ORATION 1996 .,._ E 'Town_of Barnstable T - . . °* Regulatory Services 9 4MI112.$' Thomas F.Geiler,:Director Bulld1Ag D1v1sloII TomPerry, Building Commissioner 200 Main Street, Iiyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I . �.�..,as Owner of the subject property hereby au rite,' to act on my behalf, in all nixtters relative to work autho ' d b ding permit application for; (Address of Job) SignaturA Owner ate Print Name na c:MIX App-1-dh I Table Y51.1b(eontiatt4 rued ttith Fava Fuel, p=-eierlptive j a4,Zd for One=dSlab Txa-Fsmlty R�identizl Hnildiag�8 MlHihiiJil'1 •Hexting/Cooting MAXfItiUM � Geng Mall Roar Wall FquiFmGlazincnt E�iaicnc}� Aresl(`h) 11-values R-value R-values R-vslu package t13 6500 Hestimg Degtre Days' Normal 6 0.40 3B 13 I9 10 6 Nonmal 10 R IZ'/. M1 . 30 Ig ig 10 6 is AFUE 19 0.50 33 t3 —6 NIA Normal 15'/. 036 3a 13 6 Normal T 19 19 10 15 AFUE U 15Y. OAA 38 13 25 NIA 81A is AFUE 15% 0.44 3E 6 19 Y IS'!. 0.3Z 30 19 1 NIA Nomaal W 13 25 NIA NamtaI 11% 0.32 33 NIA X 19 25 NIA g0 AFM y 18'/. 0.42 38 13 19 10 6 18/, 0.4Z 3 a 6 g0 AFUE 30 19 19 10 i � 18Y. Q.50 � 1. ADDRESS OF PROPERTY: 5 IP- MA S T 2, SQUARE FOOTAGE OF ALL EXTEPdOR WALLS: 8 — qn�1 3. SQUARE FOOTAGE OF ALL GLAZING: 4. aka 'LAZING AREA(#3 DIVIDED BY 02): zl7 g, SELECT PACKAGE .see chart abova): DETERMINING EHERGY REQUIREMENTS NOS; o-rmp MORE 1NVO V U METHODS INFORMATION- BUILDING ARE AVAILABLE, A INSPECTOR APPROVAL: N0: YES,. q.fom5-f980303a , r --------.... Y i 2Yso5i` & -i r �r i� wart oo ` a � _ 12 - 8608 c� 1 2 044- #ass € 2 089 ` 122 '206136 1112 8649 2# zoso9 �zds 206051 `' ; ' :�jN 20604 L t { tto ,' 20604� - #.1725� - 206128 <� 2060840 O #26 �� tt 1096 06127 _ kt)5, -2WDa7 �Doo #tOs4 - r20603 P 206 #35 0 O ;206046 #137 .a O �A 1#127 ` OP 206128 ' `C 20602� ttt080 154 ��' 0603 - 2b6033 20802,9 20602i.. 206124 '206a3 8 #130 #1103 #1978 #88, #59" - r> 206028 266505'"" '2 ` 00�'� f # 85 2..#90 t -a -206103 1 , r: +� 206012 S�UV4 A 13 z one (-l QW l I ,r y t nd. ' A. 'h a :.1 , h > t _ -A ti Vv aS-. �tv .�y...anu. .+1'.2.+;.S.bFU.^..c ` F `. �� /ft�'C�IOOYI/I)Z4!IZl!/P.CGLU2.��O�a./���ZddILC/2C�CL[6 l t t he h y p� Board of Building Regulations and Standards s '\ HOME IMPROVEMENT CONTRACTOR , ,. n t , 4�" ( yr nh. h\ V •' `{1'y't}t�"':t° ti ss Registration. ion: 2111841 , y h Expirat a U1w /4I2005 "J `Type -Individual y iz l.AWRENCE M NADZE IKA t h LAWRENCE NADZEIKA ,r J:/ n 151 Pimlico Rd ti y *t``nh` `i ti '+�.,h.,�. ,,``:`., a {`.•.. ti ,,`y `?5 Mash ee MA 02649 _ t \ t �i p - Administrator - E tit 4 k(� yL '.u. :„,x4,4,� .��.. ,hM� �h'4yn-vs ,.t,•-c ., r c�""f`. T4`t"+l' t':T}`5'�a ^.mc�-n �YlryFFlv'1'Rt 1 , sit t 4t Fh 7 (I l A 11 .y p }}ti 1 n� 4 y t .t a '� t 1`h ttU .. {F \ S t , l� t 1 , S t t .10 L lie'�anna7uuea '�{ ONS n.h TI BUILDING REGUTA 1`. BOARD C�= F. License CONSTRUCTION SUPERVISOR l Number. CS, 040948 h ` a ` Birthdate 07/0511937.; ` Si jr.no: 1629 Expires 0710512005 tit Restr,,ictel Z 00 LAWRENCE M NADZEI 151 PIMLICO POND RD MASHPEE, MA 02649 Administrator F it qt i t tl 1{1 A V , , t ` BOISE BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:29 File Double 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP Name - 0306191.bcc:1ST FLR.\1B1 Job Name - 0306191 Description - Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN iM .ay 447Ibs 13723I 08-05-12 0708-00 05-10-04 B0,4-3/8" B1,3-1/2" 62,3-1/2" B3,4-3/8" bs LL 1526 Ibs LL 545 Ibs LL 123 Ibs DL 466 Ibs DL 549 Ibs DL 175 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 0 PSF 0 PSF 00-00-01 100 Member Type: - Floor Beam 1 FIRST FLOOR Unf.Area Load Left 00-00-00 22-00-00 40 PSF 12 PSF 04-00-00 100 Number of Spans - 3 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 1593 ft-Ibs 7.5% @ 100% 7 3-Left Slope 0/12 End Shear 503 Ibs 6.3% @ 100% 4 3-Right Tributary 00-00-01 Cont.Shear 833 Ibs 10.4% @ 100% 7 3-Left Repetitive n/a Total Deflection U8026(0.011") 3.0% 4 3 Construction Type n/a Live Deflection U9869(0.009") 4.9% 4 3 Total Neg.Defl. -0.004" 0.8% 4 2 Live Load 0 PSF Max.Defl. 0.011"(Limit: 1") 1.1% 4 3 Dead Load 0 PSF Span/Depth 8.6 2 Part Load 0 PSF Duration 100 Bearing Supports %Allow %Allow Disclosure Name Type Dim.(L x W) Value Support Member Material The completeness and accuracy of BO Wall/Plate 4-3/8"x 3-1/2" 570 Ibs 8.8% 4.4% Spruce-Pine-Fir the input,must be verified by anyone B1 Post 3-1/2"x 3-1/2" 1838 Ibs 20.7% 17.7% Spruce-Pine-Fir who would rely on the output as B2 Post 3-1/2"x 3-1/2" 2075 Ibs 23.4% 19.9% Spruce-Pine-Fir evidence of suitability for a B3 Wall/Plate 4-3/8"x 3-1/2" 720 Ibs 11.1% 5.5% Spruce-Pine-Fir particular application. The output above is based upon building code-accepted design properties NOTES: and analysis methods. Installation of BOISE engineered wood Design meets Code minimum(U240)Total load deflection criteria. products must be in accordance Design meets User specified(U480)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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@, ��,���4F lrfA �c BC RIM BOARD-,BC OSB RIM BOARD- BOISE GLULAMT1A, � MOHAMED H. Zr VERSA-LAM®,VERSA-RIM® HUSSEIN __4, No 40888 � VERSA-RIM PLUS@, VERSA-STRANDTm TRU40888 ?" t .m VERSA-STUD@,ALLJOIST@ and �Q" +— AJSTm are registered trademarks of DOFF Boise Cascade Corporation. SS .� i �oluaL Page 1 of 1 BOISE. BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:29 File Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP Name - 0306191.bcc:1ST FLR.\1B2 Job Name - 0306191 Description - MAIN GIRD. Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN 1 h m ..,<, . ,--� ....5,. ',. .r.,..,a s. ba-m ..`✓ :�' £ .�.x.-1 M.. Tx-sl k ,'.3s, �''< da`- �C' 07-08-00 06-08-00 06-08-00 P 06-00-00 BO,4-3/8" B1,3-1/2" B2,3-1/2" B3,3-1/2" B4,4-3/8" 1511 Ibs LL 3920 Ibs LL 3432 Ibs LL 3389 lbs LL 1226 Ibs LL 451 Ibs DL 1223 Ibs DL 890 Ibs DL 1060 Ibs DL 336 Ibs DL Total Horizontal Length-27-00-00 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 27-00-00 0 PSF 0 PSF 00-00-01 100 Member Type: - Floor Beam 1 FIRST FLOOR Unf.Area Load Left 00-00-00 27-00-00 40 PSF 12 PSF 11-03-00 100 Number of Spans - 4 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 3646 ft-Ibs 17.1% @ 100% 6 2-Left Slope 0/12 End Shear 1372 Ibs 17.1% @ 100% 4 1 -Left Tributary 00-00-01 Cont.Shear 2172 Ibs 27.0% @ 100% 6 1 -Right Repetitive n/a Total Deflection U2924(0.031") 8.2% 4 1 Construction Type n/a Live Deflection U3647(0.025") 13.2% 4 1 Total Neg.Defl. -0.011" 2.1% 4 2 Live Load 0 PSF Max.Defl. 0.031"(Limit:1") 3.1% 4 1 Dead Load 0 PSF Span/Depth 7.7 1 Part Load 0 PSF Duration 100 Bearing Supports %Allow %Allow Disclosure Name Type Dim.(L x W) Value Support Member Material The completeness and accuracy of BO Wall/Plate 4-3/8"x 3-1/2" 1962 Ibs 30.2% 15.1% Spruce-Pine-Fir the input must be verified by anyone B1 Post 3-1/2"x 3-1/2" 5143 Ibs 57.9% 49.4% Spruce-Pine-Fir who would rely on the output as B2 Post 3-1/2"x 3-1/2" 4322 Ibs 48.7% 41.5% Spruce-Pine-Fir evidence of suitability for a B3 Post 3-1/2"x 3-1/2" 4449 Ibs 50.1% 42.7% Spruce-Pine-Fir particular application. The output B4 Wall/Plate 4-3/8"x 3-1/2" 1562 Ibs 24.0% 12.0% Spruce-Pine-Fir above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood NOTES: 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 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 product installation. BC CALCO,BC FRAMER@, BCI@, OF M4 BC RIM BOARD- BC OSB RIM BOARDT"' BOISE GLULAM-, M �y o oru�t�E4p H, � VERSA-LAM@),VERSA-RIM@, HUSSEIN *�P' VERSA-RIM PLUS@, N .40888 VERSA-STRAND ST CTURAL L VERSA-STUD@UD®,ALLJOISTO and AJS'rm are registered trademarks of Boise Cascade Corporation. F �� FSS10NAL JUL 16 2003 Page 1 of 1 a BOISE" BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:29 File Single 11 7/8" BCI@ 900s SP Name - 0306191.bcc: 1ST FLR.\1J1 Job Name - 0306191 Description - JOIST UNDER LIVING ROOM Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - NER 594,ICBO 5208 Misc - CONTACT:PHIL DONOVAN b« BO,4-3/8" B1,4-3/8" 587 Ibs LL 587 lbs LL 176 Ibs DL 176 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 0 PSF 0 PSF 16" 100 Member Type: - Joist 1 1ST FLR. Unf.Area Load Left 00-00-00 22-00-00 40 PSF 12 PSF 16" 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration, Loadcase Span Location Moment 4195 ft-Ibs 49.4% @ 100%. 2 1 -internal Slope 0/12 End Reaction 763 Ibs 40.1% @ 100% 2 1 -Left OC Spacing 16" Total Deflection U443(0.595") 54.1% 2 1 Repetitive Yes Live Deflection U576(0.458") 83.3% 2 1 Construction Type Glued Max.Defl. 0.595"(Limit: 1") 59.5% 2 1 Span/Depth 22.2 1 Live Load 0 PSF Dead Load 0 PSF Bearing Supports Part Load 0 PSF %Allow %Allow Duration 100 Name Type Dim.(L x W) Value Support Member Material BO Wall/Plate 4-3/8"x 3-1/2" 763 Ibs 11.7% n/a Spruce-Pine-Fir Disclosure 61 Wall/Plate 4-3/8"x 3-1/2" 763 Ibs 11.7% n/a Spruce-Pine-Fir 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 User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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 SN OF product installation. Ri` MOHAMED H. BC CALC@,BC FRAMER®, BCI@, v No.40E888 n BC RIM BOARD- BC OSB RIM S UCTU "' BOISE GLULAMT NGI NEER VERSA- � VERSA-LAM®,VERSA-RIM®, e VERSA-RIM PLUS@, VERSA-STRAND'rm FS tJG��� VERSA-STUD@,ALLJOIST@ and NAL AJSTm are registered trademarks of ��►�7® Boise Cascade Corporation: J U L 1 .6 2003 • Page 1 of 1 BOISE" BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:29 File Single 11 7/8" AJSTM 10 APG - BS Name - 0306191.bcc: 1ST FLR.\1J2 Job Name - 0306191 Description - JOIST UNDER KITCHEN Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - CONTACT:PHIL DONOVAN t BO,4-3/8" B1 407 Ibs LL 407 Ibs LL 122 Ibs DL 122 lbs DL Total Horizontal Length-15-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-03-00 0 PSF 0 PSF 16" 100 Member Type: - Joist 1 JOIST UNDER KITCHE Unf.Area Load Left 00-00-00 15-03-00 40 PSF 12 PSF 16" 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2016 ft-Ibs 55.5% @ 100% 2 1 -Internal Slope 0/12 End Reaction 529 Ibs 46.2% @ 100% 2 1 -Right OC Spacing 16" Total Deflection U823(0.222") 29.1% 2 1 Repetitive Yes Live Deflection U1070(0.171") 44.8% 2 1 Construction Type Glued Max.Defl. 0.222"(Limit:1") 22.2% 2 1 Span/Depth 15.4 1 Live Load 0 PSF Dead Load 0 PSF Bearing Supports Part Load 0 PSF %Allow %Allow Duration 100 Name Type Dim.(L x W) Value Support Member Material BO Wall/Plate 4-3/8"x 2-1/2" 529 Ibs 11.4% n/a Spruce-Pine-Fir Disclosure 131 Hanger Load n/a 529 Ibs n/a n/a n/a 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 User specified(U480)Live load deflection criteria. above is based upon building code-accepted design properties Design meets arbitrary(1 )Maximum load deflection criteria. and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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 ® OF ky4A', (800)232-0788 before beginning y>�. s`'�y. product installation. o MOHAMED IH. HUSSEIN r' BC CALC@,BC FRAMER@, BCI@, " Ne: w BC RIM BOARD- BC OSB RIM TRUCTURUR AL � BOARD- BOISE GLULAM-, o •9 At VERSA-LAM@,VERSA-RIM@, �� FGISTE4'���a . VERSA-RIM PLUS@, VERSA-STRANDTM' � VERSA-STUD@,ALLJOIST@ and AJS""are registered trademarks of Boise Cascade Corporation. I U I l 6 2003 Page 1 of 1 BOWE" BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Single 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP Name - 0306191.bcc: 1ST FLRATEST Job Name - 0306191 Description - Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN 1 k A BO,3-1/2" B1,3-1/2" 1785 Ibs LL 1785 Ibs LL 743 Ibs DL 743 Ibs DL Total Horizontal Length-09-11-00 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 09-11-00 0 PSF 0 PSF 00-00-01 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 09-11-00 30 PSF 12 PSF 12-00-00 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 6267 ft-Ibs 58.9% @ 100% 2 1 -Internal Slope 0/12 End Shear 2023 Ibs 50.4% @ 100% 2 1 -Left Tributary 00-00-01 Total Deflection U523(0.227") 45.8% 2 1 Repetitive n/a Live Deflection U741 (0.16") 64.7% 2 1 Construction Type n/a Max.Defl. 0.227"(Limit: 1") 22.7% 2 1 Span/Depth 10.0 1 Live Load 0 PSF Dead Load 0 PSF Bearing Supports Part Load 0 PSF %Allow %,Allow Duration 100 Name Type Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 1-3/4" 2528 Ibs 56.9% 48.6% Spruce-Pine-Fir Disclosure 131 Post 3-1/2"x 1-3/4" 2528 Ibs 56.9% 48.6% Spruce-Pine-Fir 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 User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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. OF hp& BC CALC@,BC FRAMER®, BCI@, ® a� `�'C� BC RIM BOARDTM BC OSB RIM o O� MOHAMED H. GJ, BOARD-,BOISE GLULAMTM, ® � HUSSEIN VERSA-LAM@,VERSA-RIM@, ® No. 88 VERSA-RIM PLUS@, STRUT R VERSA-STRANDTM EER -* VERSA-STUD@,ALLJOIST@ and �p FGISIV AJSTM are registered trademarks of Boise Cascade Corporation. FSS�ONAI wvv�i JUL 200� Page 1 of 1 f q, BOISE BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Double 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP Name - 0306191.bcc:2ND FLR.\2B1 Job Name - 0306191 Description - BM.@ STAIR Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN 0 si 3 05-10-04 16-01-12 Lasi BO,4-3/8" B1,3-1/2" B2,4-3/8" -730 Ibs LL 2240 Ibs LL 938 Ibs LL 482 Ibs DL 904 lbs DL 363 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 0 PSF 0 PSF 00-00-01 100 Member Type: - Floor Beam 1 PT.LD.FROM 263 Conc.Pt.Load Left 14-08-08 14-08-08 1408 Ibs 441 Ibs n/a 100 Number of Spans - 2 2 PT.LD. Conc.Pt.Load Left 00-01-12 00-01-12 300 Ibs 700 Ibs n/a 100 Left Cantilever - No 3 2ND FLR. Unf.Area Load Left 00-00-00 22-00-00 40 PSF 12 PSF 01-04-00 100 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 00-00-01 Moment 7334 ft-Ibs 34.5% @ 100% 5 2-Internal Repetitive n/a End Shear 1221 Ibs 15.2% @ 100% 5 2-Right Construction Type n/a Cont.Shear 1780 Ibs 22.1% @ 100% 2 2-Left Uplift -248 Ibs 5 1 -Left Live Load 0 PSF Total Deflection U807(0.24") 29.7% 5 2 Dead Load 0 PSF Live Deflection U1099(0.176") 43.7% 5 2 Part Load 0 PSF Total Neg.Defl. -0.022" 4.4% 5 1 Duration 100 Max.Defl. 0.24"(Limit:1") 24.0% 5 2 Span/Depth 16.3 2 Disclosure The completeness and accuracy of Bearing Supports the input must be verified by anyone %Allow %Allow who would rely on the output as Name Type Dim.(L x W) Value Support Member Material evidence of suitability for a B0 Wall/Plate 4-3/8"x 3-1/2" 920 Ibs 14.1% 7.1% Spruce-Pine-Fir particular application. The output B1 Post 3-1/2"x 3-1/2" 3145 Ibs 35.4% 30.2% Spruce-Pine-Fir above is based upon building B2 Wall/Plate 4-3/8"x 3-1/2" 1301 lbs 20.0% 10.0% Spruce-Pine-Fir code-accepted design properties and analysis methods. Installation of BOISE engineered wood CAUTIONS: products must be in accordance Uplift of-248 Ibs found at span 1 -Left. with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC@),BC FRAMER@), BCIO, BC RIM BOARD- BC OSB RIM BOARDT"' BOISE GLULAMTm, ® VERSA-LAM@),VERSA-RIM@), �@ ��{OF VERSA-RIM PLUS@, VERSA-STRAND- d� MOHAMEDH, VERSA-STUD@),ALLJOISTO and HUSSEIN AJSTm are registered trademarks of .40888 Boise Cascade Corporation. S UCTUAAL FGIS'f�p� `c7' FSS�ONAL J U L 1 6 2003 Page 1 of 1 - I Bois "- BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Double 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP Name - 0306191.bcc:2ND FLR.\2B2 Job Name - 0306191 Description - Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN 1 07-08-00 06-08-00 13-00-00 BO,4-3/8" 131,3-1/2" B2,3-1/2" B3,4-3/8" 954 lbs LL 2249 lbs LL 3480 lbs LL 1386 lbs LL 392 lbs DL 647 lbs DL 1464 lbs DL 605 lbs DL Total Horizontal Length-27-04-00 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 27-04-00 0 PSF 0 PSF 00-00-01 100 Member Type: - Floor Beam 1 2ND FLR. Unf.Area Load Left 00-00-00 27-04-00 30 PSF 12 PSF 08-06-00 100 Number of Spans - 3 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 5836 ft-lbs 27.4% @ 100% 7 3-Left Slope 0/12 End Shear 1626 Ibs 20.2% @ 100% 4 3-Right Tributary 00-00-01 Cont.Shear 2481 Ibs 30.9% @ 100% 7 3-Left Repetitive n/a Total Deflection U1073(0.145") 22.4% 4 3 Construction Type n/a Live Deflection U1519(0.103") 31.6% 4 3 Total Neg.Defl. -0.024" 4.8% 4 2 Live Load 0 PSF Max.Defl. 0.145"(Limit: 1") 14.5% 4 3 Dead Load 0 PSF Span/Depth 13.1 3 Part Load 0 PSF Duration 100 Bearing Supports %Allow %Allow Disclosure Name Type Dim.(L x W) Value Support Member Material The completeness and accuracy of BO Wall/Plate 4-3/8"x 3-1/2" 1346 Ibs 20.7% 10.3% Spruce-Pine-Fir the input must be verified by anyone B1 Post 3-1/2"x 3-1/2" 2896 Ibs 32.6% 27.8% Spruce-Pine-Fir who would rely on the output as B2 Post 3-1/2"x 3-1/2" 4943 Ibs 55.7% 47.5% Spruce-Pine-Fir evidence of suitability for a B3 Wall/Plate 4-3/8"x 3-1/2" 1991 Ibs 30.6% 15.3% Spruce-Pine-Fir particular application. The output above is based upon building code-accepted design properties NOTES: and analysis methods. Installation of BOISE engineered wood Design meets Code minimum(U240)Total load deflection criteria. products must be in accordance Design meets User specified(U480)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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®, \ � r BC RIM BOARD-,BC OSB RIM �' BOARDTM BOISE GLULAMTM, ` VERSA-LAM®,VERSA-RIM@, fttd fir, VERSA-RIM PLUS@, s VERSA-STRANDTM VERSA-STUD@,ALLJOIST@ and EN I EER AJSTm are registered trademarks of Boise Cascade Corporation. JUL �� �I Page 1 of 1 W BOISE' BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP Name - 0306191.bcc:2ND FLR.\2B7 Job Name - 0306191 Description - GAR.DOOR.HDR. Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN 4 3 p 11 2 ZwME BO,3-1/2" B1,3-1/2" 471 Ibs LL 490 Ibs LL 1971 Ibs DL 1971 Ibs DL Total Horizontal Length-16-07-00 General Data Load Summary i Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 16-07-00 0 PSF 0 PSF 00-00-01 100 Member Type: - Floor Beam 1 2ND FLR. Unf.Area Load Left 00-00-00 15-00-00 30 PSF 12 PSF 01-04-00 100 Number of Spans - 1 2 2ND FLR. Unf.Area Load Left 15-00-00 16-07-00 40 PSF 12 PSF 01-04-00 100 /Left Cantilever - No 3 ROOF Unf.Area Load Left 00-00-00 16-07-00 25 PSF 15 PSF 00-08-00 100 Right Cantilever - No 4 EXT.WALL Unf.Lin.Load Left 00-00-00 16-07-00 0 PLF 200 PLF n/a 100 Slope 0/12 Controls Summary Tributary 00-00-01 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 10127 ft-Ibs 47.6% @ 100% 2 1 -Internal Construction Type n/a End Shear 2156 Ibs 26.8% @ 100% 2 1 -Right Total Deflection U387(0.513") 61.9% 2 1 Live Load 0 PSF Live Deflection U2005(0.099") 23.9% 2 1 Dead Load O PSF Max.Defl. 0.513"(Limit:1") 51.3% 2 1 Part Load 0 PSF Span/Depth 16.8 1 Duration 100 Bearing Supports Disclosure %Allow %Allow The completeness and accuracy of Name Type Dim.(L x W) Value Support Member Material the input must be verified by anyone BO Post 3-1/2"x 3-1/2" 2442 Ibs 27.5% 23.4% Spruce-Pine-Fir who would rely on the output as B1 Post 3-1/2"x 3-1/2" 2461 Ibs 27.7% 23.6% Spruce-Pine-Fir evidence of suitability for a particular application. The output above is based upon building NOTES: and analysis m design properties Design meets Code minimum(U240)Total load deflection criteria. and analysis methods. Installation of BOISE engineered wood Design meets User specified(U480)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. 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 you have any questions,please call (800)232-0788 before beginning product installation. `c O h BC CALC®,BC FRAMER®, BCI®, ya Q\JN F ft s"94n BC RIM BOARDT"' BC OSB RIM O� M0111 H. BOARD- BOISE GLULAM-, �a HUSSE 1!j °`, VERSA-LAM@,VERSA-RIM®, o.4088 y, VERSA-RIM PLUS@, RUC R VERSA-STRAND- VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. ss�ONAI�� JUL 1 6 2003 Page 1 of 1 N BOISE TM BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Double 1 3/4" x 14" VERSA-LAM®3100 SP Name - 0306191.bcc:2ND FLRA2B8 Job Name - 0306191 Description - Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - CONTACT:PHIL DONOVAN d w BO,3-1/2" B1,3-1/2" 1985 Ibs LL 760 Ibs LL 984 Ibs DL 474 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 0 PSF 0 PSF 12-00-00 100 Member Type: - Floor Beam 1 2ND FLR. Unf.Area Load Left 00-00-00 24-00-00 30 PSF 12 PSF 01-04-00 100 Number of Spans - 1 2 PT.LID.FROM 2610 Conc.Pt.Load Left 03-09-04 03-09-04 1785 Ibs 743 Ibs n/a 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 10921 ft-Ibs 37.6% @ 100% 2 1 -internal Tributary 12-00-00 End Shear 2887 Ibs 30.5% @ 100% 2 1 -Left Repetitive n/a Total Deflection U418(0.688") 57.3% 2 1 Construction Type n/a Live Deflection U650(0.443") 73.8% 2 1 Max.Defl. 0.688"(Limit: 1") 68.8% 2 1 Live Load 0 PSF Span/Depth 20.6- 1 Dead Load 0 PSF Part Load 0 PSF Bearing Supports Duration 100 %Allow %Allow Name Type Dim.(L x W) Value Support Member Material Disclosure BO Post 3-1/2"x 3-1/2" 2968lbs 33.4% 28.5% Spruce-Pine-Fir The completeness and accuracy of 131 Post 3-1/2"x 3-1/2" 1235 Ibs 13.9% 11.9% Spruce-Pine-Fir 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 User specified(U480)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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. SN OFAssq BC CALC®,BC FRAMER®, BCI® MOHAMED H. �� *+ BC RIM BOARD-, HUSSEI BC OSB RIM HUSSEII BOARD-,BOISE GLULAMTM, p 40888 I s VERSA-LAM@,VERSA-RIM@, E GINEER L —' VERSA-RIM PLUS@, VERSA-STRANDTM O G/STEP F. VERSA-STUD@,ALLJOIST@ and AJSTM are registered trademarks of Boise Cascade Corporation. JUL 16 2003 Page 1 of 1 BOISE" BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Single 14" BCI@ 900s SP Name - 0306191.bcc:2ND FLRA2J1 Job Name - 0306191 Description - JOIST ABV.GARAGE Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company NATIONAL LUMBER Code reports - NER 594,ICBO 5208 Misc - CONTACT:PHIL DONOVAN 1 2 .k..� � �w " e' l r �k a'.<.,., BO,2-3/8" B 1,2-3/8" 502 lbs LL 577 Ibs LL 192 Ibs DL 192 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 0 PSF 0 PSF 16" 100 Member Type: - Joist 1 BED#4 TRIB. Unf.Area Load Left 00-00-00 15-00-00 30 PSF 12 PSF 16" 100 Number of Spans - 1 2 BATH.TRIB. Unf.Area Load Left 15-00-01 24-00-00 40 PSF 12 PSF 16" 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 4305 ft-Ibs 41.4% @ 100% 2 1 -Internal OC Spacing 16" End Reaction 769 Ibs 53.1% @ 100% 2 1 -Right Repetitive Yes Total Deflection U568(0.506") 42.2% 2 1 Construction Type Glued Live Deflection U775(0.372") 61.9% 2 1 Max.Defl. 0.506"(Limit: 1") 50.6% 2 1 Live Load 0 PSF Span/Depth 20.6 1 Dead Load 0 PSF Part Load 0 PSF Bearing Supports Duration 100 %Allow %Allow Name Type Dim.(L x W) Value Support Member Material Disclosure BO Wall/Plate 2-3/8"x 3-1/2" 694 Ibs 19.7% n/a Spruce-Pine-Fir The completeness and accuracy of B1 Wall/Plate 2-3/8"x 3-1/2" 769 lbs 21.8% n/a Spruce-Pine-Fir 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 User specified(U480)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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®, v OF Mq. BC RIM BOARD-,BC OSB RIM BOARDTM BOISE GLULAMTM, �O� MOHAMED H. VERSA-LAM@,VERSA-RIM@, o HUSSEIN VERSA-RIM PLUS@, cs o.40r W VERSA-STRANDTM VERSA-STUD@,ALLJOIST@ andAJSTm are registered 1 Bose Cascade Corporation. of n. -NA`��,G�`��► JUL 16 2003 Page 1 of 1 BOiSE" BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Single 11 7/8" BCI@ 900s SP Name - 0306191.bcc:2ND FLR.\2J2 Job Name - 0306191 Description - JOIST ABV.LIVING Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company. - NATIONAL LUMBER Code reports - NER 594,ICBO 5208 Misc - CONTACT:PHIL DONOVAN 1 'ter S.< 6i � -,�:, r• �" '" ^a�' °'.�. �.g� »+�."��;�K'?' _., ,w, .,s.#��a ,��-.. BO,2-3/8" B1,2-3/8" 440 Ibs LL 440 Ibs LL 176 Ibs DL 176 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 0 PSF 0 PSF 16" 100 Member Type: - Joist 1 BED#2 TRIB. Unf.Area Load Left 00-00-00 22-00-00 30 PSF 12 PSF 16" 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 3388 ft-Ibs 39.9% @ 100% 2 1 -Internal Slope 0/12 End Reaction 616 Ibs 43.2% @ 100% 2 1 -Left OC Spacing 16" Total Deflection U549(0.481") 43.7% 2 1 Repetitive Yes. Live Deflection U768(0.343") 62.5% 2 1 Construction Type Glued Max.Defl. 0.481"(Limit:1") 48.1% 2 1 Span/Depth 22.2 1 Live Load 0 PSF Dead Load 0 PSF Bearing Supports Part Load 0 PSF %Allow %Allow Duration 100 Name Type Dim.(L x W) Value Support Member Material BO Wall/Plate 2-3/8"x 3-1/2" 616 Ibs 17.4% n/a Spruce-Pine-Fir Disclosure 131 Wall/Plate 2-3/8"x 3-1/2" 616 Ibs 17.4% n/a Spruce-Pine-Fir 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 User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. and analysis design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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. OF MOHAMED H. ��► BC CALC@,BC FRAMER@, BCI®, HUSSEIN BC RIM BOARDTm BC OSB RIM 40PQ BOARD- BOISE GLULAM-, STRUCTI VERSA-LAM@,VERSA-RIM@, TM'® �p��c GISjEP VERSA-STRAND VERSA-STUD@,ALLJOIST@ and sS�ONAL� AJSTm are registered trademarks of ®VV®r"'I Boise Cascade Corporation. JUL 16 Z003 Page 1 of 1 BOISE. BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 15,2003 16:30 File Single 11 7/8" AJSTM 10 APG - BS Name - 0306191.bcc:2ND FLRA2J3 Job Name - 0306191 Description - JOIST ABV.KITCHEN Address - 35 SHORT BEACH ROAD Specifier - ROCKY CARLINO City,State,Zip - CENTERVILLE,MA Designer - RUSSELL J.M.CORNELIA Customer - CITY SCAPES CONSTRUCTION Company - NATIONAL LUMBER Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - CONTACT:PHIL DONOVAN 1 'Low ^; s,+Low «"s Via.. `z g ' �` = C.,✓➢4Y. L, BO,2-3/8" B1 407 Ibs LL 407 Ibs LL 122 Ibs DL 122 Ibs DL Total Horizontal Length-15-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-03-00 0 PSF 0 PSF 16" 100 Member Type: - Joist 1 JOIST UNDER KITCHE Unf.Area Load Left 00-00-00 15-03-00 40 PSF 12 PSF 16" 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2016 ft-Ibs 55.5% @ 100% 2 1 -Internal Slope 0/12 End Reaction 529 Ibs 46.2% @ 100% 2 1 -Left OC Spacing 16" Total Deflection U823(0.222") 29.1% 2 1 Repetitive Yes Live Deflection U1070(0.171") 44.8% 2 1 Construction Type Glued Max.Defl. 0.222"(Limit:1") 22.2% 2 1 Span/Depth 15.4 1 Live Load 0 PSF Dead Load 0 PSF Bearing Supports Part Load 0 PSF %Allow %Allow Duration 100 Name Type Dim.(L x W) Value Support Member Material BO Wall/Plate 2-3/8"x 2-1/2" 529 Ibs 21.0% n/a Spruce-Pine-Fir Disclosure B1 Hanger Load n/a 529 Ibs n/a n/a n/a 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 User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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. jH OF U44 BC CALCO,BC FRAMER@, BCIO, �� MOHAMEDH. 'yGJ,4 BC RIM BOARD- BC OSB RIM HUSSEIN BOARDTM' BOISE GLULAMTM', ® C_> No.4 VERSA-LAM@,VERSA-RIM@, STRUC� L� VERSA-RIM PLUS@), VERSA-STRANDTM' VERSA-STUDO,ALLJOIST@and AJS'rm are registered trademarks of FSS�ONAL�� Boise Cascade Corporation. rr Ian - JUL 16 2003, Page 1 of 1 F G F J F G G 9 F rncoeste uem anyJ G G g G J G CONTINUATION CERTIFICATE ; G , G J , G J Western Surety Company hereby continues in force Bond No. 42985448 F F b , briefly described as General Contractor 'town of Centerville for B F Realty Trust as Principal, in the sum of$ Five Thousand and 00/10.0 Dollars, for the term beginning December 11 2004 and ending December 11 2005 subject to all the covenants and conditions of the original bond referred to above. This continuation is issued upon the express condition that the liability of Western Surety Company under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed the total sum above written. Dated this 14th day of December 2004 WESTE SURETY COMPANY vx� By Paul T.Bruflat, Se or Vice President vq F w C�:: G v � G M1 F G G G J G J G J � J THIS"Continuation Certificate"MUST BE FILED WITH THE ABOVE BOND. fi G J G 9 R Form 90-A-4-2002 G J G , G J es_tera.'suretv...Com an + cx r G ; POWER OF ATTORNEY 1 rs �. 3 +,w u 1 - -> �, .1., KNOW ALL MEN BY'THESE PRESENTS: - - " That.WESTERN SURETY.COMPANY,a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensedijo%do business, in,the States of.Alabama,;Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho,"'lllinbis, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of _-___ S2uth_D_akota— its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as.its act and deed, all of the following classes of.documents to-wit: Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity, policia?A9 mnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and fidelity Mtn rr� in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waives tToditjr o cle or.extend any bond or document executed for this Company,and to compromise and settle any and all claims or deb aaina e r xisg00inst said Company. ,'' - �_ tiqrn Surety ►par# further certifies that the.following is a true and exact copy.of Section 7 of the by-laws of Western Surety Qbn any duly adopted an OW in force to-wit 61 x"'o bo policies undertakings„Powers of Attorney, or other obligations of the corporation shall'be executed in the core t� ame.of• �ipany by the President,'Secretary,,any Assistant Secretary, Treasurer, or any Vice President, or by such other , officers'04s�t6 ; k�q irectors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appomAdrys m-Fact or agents who shall have authontylto issue'bo.nds policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile.". F t In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 1.4th day of December 2004 ATTEST WEST N/[/� U R E T Y OMPANY Assistant Secretary Paul T. Bruflat,Anior Vice President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 14th day of December 2004 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledge6said instrument to be the voluntary act and deed of said Corporation. . }�yyhyhyy5�,hhhhhy�hhhh5hy} s D. KRELL s s S NOTARY PUBLIC SEAL s s�SOUTH DAKOTA �s S �s }4h�a5�ihhy46ib4hgh�4yh'�y46i} My Commission Expires November 30,2006 Notary Public Form F1975-4-2002 �� vY a WesternSuretyn s . RIDER It is hereby mutually agreed and understood by and between the Principal and WESTERN SURETY COMPANY, that instead of as originally written: The Principal's name has been changed to read: Georgette Clements No further changes other than above. Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, limits or conditions of the bond , except as hereinabove set forth. be_ s effective on the 17th day of December 2004 , at °f* o'clock a.m., standard time. w •atta�cled�a firming part of bond No. 42985448 isNe� > V b ` TERN SURETY COMPANY of Sioux Falls, South Dakota, to ". 3a..�``. H D.P. Georget a Clements Signed this 17th day of December 2004 , WES N RETY COMPANY B ` Y Senio ice President Form 128-4-2002 COPY AFW _ ra ® -b- -,e 6 c � n 6 �D� r 6 U 6 U 6 U 6 U u Western Surety r n r - n n U LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; 6 Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. „ 6 u KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P- 4 29 8 54 4 8 That we, B F Realty Trust of the City of Boston , State of Massachusetts , as Principal, ll and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Centerville , State of Massachusetts , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Five Thousand DOLLARS ($5 ,000 ) (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 to build a residence at 35 Short Beach Rd Centerville with use of the public road and ways adjoining said lot to be left f3?t4es0bligee. m a K, FORE, if the Principal shall faithfully perform the duties and comply with the laws and ord . :,, R19 all amendments), pertaining to the license or permit, then this obligation to be void, o set re �''n full force and effect for a period commencing on the llth day of ' � 'Q = December 2003 , and ending on the llth day December 2 0 0 4 , unless renewed by continuation certificate. SW. hi oons r ay.* rminated at any time by the Surety upon sending notice in writing to the Obligee and to tg� rbclp the Obligee or at such other address as the Surety deems reasonable, and at the expira- � l days from the mailing of notice or as soon thereafter as permitted by applicable law, which46Veryji ;;er,"This bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this llth day of December 2003 B F Realt T us . Principal South River Insurance Agency,Inc. by �ernar U er y TrustePrincipal Counters' d Fo er Jr. WE STERN S U T Y C O M NY p 6 AA By By dated 12/11/2003 Resident Agent President ACKNOWLEDGMENT OF SURETY G ` STATE OF SOUTH DAKOTA (Corporate Officer) 1 County of ntnehaha ss h On this h day of ecembe r 2003 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 torpor n by himself as such officer. ; rt IN WITNESS WHEREOF, I have hereunto set my hand and official sea. n J. RHONE V NOTARY PUBLIC aSEAL I SOUTH DAKOTA s s otary Public, South Dakota My Commission Expires 6-12-2004 Western Surety Company • 101 S. Phillips Ave. r Form 849-A—12-97 Sioux Falls, SD 57104 a 1-605-336-0850 f LIM ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) w STATE OF g ' w ss u F County of 9 f � r,. On this day of ,before me personally appeared U known to me to be the individual_ described in and who executed the foregoing instrument and n a a*y r e r F acknowledged to me that_he_ executed the same. y r L My commission expires . Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) k STATE OF ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the a 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 f (1Z E F r � r F F a 't w ... F z z z y o a ce Z . a F C) a O F a O C!1 G4 h ff f w 1 , WesLern Su:retyCompany . POWER:OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY,a corporationorganized and existing under the laws of the State of South Dakota, and authoriked`and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado; Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine. Maryland,Massachusetts; Michigan; Minnesota"Mississippi- Missouri, Montana, Nebraska, Nevada; New Hampshire, New Jersey, New Mexico, New York. Nortte Carolina. North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania. Rhode island; South•Carolina-. South-Dakota; Tennessee, Texas; Utah; Vermont; Virginia; Washington; West Virginia; Wisconsin,Wyoming,and the United States of America,does hereby make,constitute and appoint Paul T Rniflat of ._.._...'.......- Sioux Falls State of .-S0UtI1.Dak0t@-- its regularly elected.._,_. Senior Vice President as Attorney in-Faez witty fuN�ovter and-auth :l reby-eenfE,ed upon-hinrto sig ,acknowledge"and-deliverfor- _.. and on its behalf as'-Surety-and a0s act and.deed,all of the following-classes•of do ments to-wit: Indemnity.Surety and Undertakings that may be desired by contract,or may be given in:any action or proceeding In any court of law or equity,potMrlpftmnifying employers against toss or damage:caused by the inisconduct,of their emptoyass;official,bail;and surety and fidelity` rr in all cases where indemnty may be lawfully given; and with full power and authority to execute consents and waif Ot ' -,Of,extend any bond or do ant executed for this.Company,.and.to compromise and settle any and all claim or deLrt -naadereippacis inst said Company. m Surety-Wrp$aijr fnmther certifies that the-following-is a-true-and exact copy of-Section 7 of the by-laws of Western Surety. CMapany duly adopted apd W in force,to-wlt: tclrpn�rYr ,�,�� bs licies. undertaklru3s, Powers of Attorney, of other obligations of the corporation shalt be executed In thee• cor of• pany by the President, Secretary,any Assistant Secretary.Treasurer,or any Vice President,or by such other offlcers��a�++r�r 'directors-may-authorize. Tbe-President;-any-Vice.President,.Secretary,.any Assistant Secretary.or the Treasurer,,may appointr�f4F8f49��rs-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary.for lha.validity-of any.bonds.policies-undertakings,.Pwrers of Attorney.or other obligations of the corporation. The signature of arty such officer and the corporate seal may beprinted by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY:has caused these presents to be executed by its Senior Vice President with the corporate seat affixed this.12-th _.day of December 2004 ATTEST WEST I N URET OMPANY -: •. ...... .__ --._....._..._:- —._...-___-.-Assistant.Ser�taa,.__..�_......___-_..._._.__..._.._....__..-_•--.-Paul.7.$►wflat; nieF�sePre9ident-. ..._.-._..._� STATE OF SOUTH DAKOTA ss. ' COUNTY OF MINNEHAHA ))) • On this_17th day of December _ Z�00_4__ before me,a Notary Public,personally appeared Paul T.Bruflat.,_.... and.. L.Nelson who,being by me duly swom,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary,..respectively,_of the..said_WESTERN..SURETY COMPANY,.and.acknowledged said instrument.to..be the voluntary act and deed of said Corporation. {444444444hgg4qq4qhhtshbbh{ r +.. D. KRELL s_ iNpTAtalf PUBLIC �" s : SOUTf(DAKOTA�9 d d , . �hgghbhhhbhhhhbhhhhhhhbb - My Commission Ezpii>as Novambar 30;2t)Dl3- Notary.Public Form F1075-4-2002 i.:` dD/ . Western Surety Company RIDER It is hereby mutually agreed and understood by and between the,Principal and WESTERN SURETY COMPANY, that instead of as originally written: The Principal's name has been changed to read: Georgette- Clements No further changes other than above. Nothing herein.contained shall be held.to-.vary,.alter.,_waive.or..extend.any of the terms, limits.-or s conditions of the bond , except as hereinabove set forth. ♦ y`3- y '. S ps effective on the— o'clock day of December , _ 2QQ.�;at o'clock a.m., standard time. Pirming part of bond No. 42985448 ie'���� •b .••'TERN SURETY COMPANY of Sioux Falls, South Dakota, to George e Clements Signed this 17th day of December 2004 WESTERN RETY COMPA.N.Y By Paul T.Bruflat,Senio ice President Form-128-4-2002 _ aO 5ag- -32-70 t Q- 76_ 2g 7 • "• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 11,20(o Parcel c3 Permit#� C� 2 Health Division I .Z jLr° = Date Issued /4 Z q � Conservation Division is O ,, io zgo �b ki Application Fee �X Tax Collector ��_� /T/O�f, P Permit Fee Treasurer 0K.-)4 J 1,1/0IL�) tg® C S�MUST BE Planning Dept. 9T�,lED IN COMPLIANCE Date Definitive Plan Approved by Planni g Board V VM WLE 5 " -- "IS 0i� ' 1 'b0b' b EIRONr�lENTAL CODE AND Historiceavimm Prese ationr�ya nis d REGULATIONS Zdvi � Project Street Address w I T W Village r ` Owner IS iZE)gtT Y 1 gU ST Address 12B7 040 ��261143( ` "~ Telephone 5$-1/26-2M2 WIr9�STC�tiJS h'1/LLS,`i'�I/3 �Z 6/�,�4 Permit Request �VST�6Z u1 D�X-17mnya R NE lshAA SA12 V& co cA1-ED JAJ O '0 T C Square feet: 1 st floor: existin I I C�Y proposed n o r: existing N©�/E proposed I Total new Zoning District -• Flood lain roundwat Project Valuation �3th Z9 . ' Const c' D F �1 Lot Size _ I G dfathered: ❑Yes If yes, attach supporting documentation. i � I Dwelling Type: Single mily 10 Two amity ❑ Iti-F ( nits) n Age of Existing Structure Historic ouse Yes 0 No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ® wl Cl Walkout ❑ er r i Basement Finished Area(sq.ft.) ement Unfinished Area(sq.ft) _ Number of Baths: Full: existing new Half: existing 0 new Number of Bedrooms: existing = new Total Room Count(not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air: 0 Yes ❑No Fireplaces: Existing New�_ Existing wood/coal stove: ❑Yes ®No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ®new size ( Shed: 0 existing ❑new size S6 L4' Other: Zoning Board of Appeals Authorization ❑ Appeal#Zao3--1,06-/ �/ yRoTe-corded0 Commercial ❑Yes 1k No If yes,site plan review# Current Use A]/,Q t Fi9n9/�y MAP Proposed Use i BUILDER INFORMATION Name Pawl �. �@Y1 0 V(kyl Telephone Number ((� l'7� 0168 -5[v 0 Address Lob Q AiP S S+. _ License# 0_5 010746 t,u�_M A Home Improvement Contractor# j Worker's Compensation# gz!f La I j(n+9 g ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO "AILAWI S SIGNATU DATE h FOR OFFICIAL USE ONLY r PERMIT NO. r DATE ISSUED MAP/PARCEL'NO. ADDRESS VILLAGE r - v OWNER el Y J t DATE OF INSPECTION: FOUNDATION FRAME r _ t- INSULATION > 4_ FIREPLACE - .. ELECTRICAL: ROUGH r FINAL PLUMBING: ROUGH FINAL GAS: ROUGh ~ill FINAL FINAL BUILDING go ' SS 4' DATE CLOSED OUT ��ars 0 ` ASSO.C[ATION PLAN NO: w m cs ' 7V CMR AppaIc I Tsble J311b(ecntlnued) with 1,00aFuels Prcicrlptive Pxcjciga for die xnd Txe-FX=IIY ResldentW HRildiag�geattd MINIMUM •Hcating/Caoting I4iAXtMUM Wsli Flacr 13zscmeas Slab Glazin g Glaring CcIIIng t Watl pcsimeiet Equipment ElFicicncyl Ares,om 11.value= R-valrua A-value R-value R-yahml R.Y%I= P�g3e 37Q1 to 6504 HntinB D�zss Days' Normal 6 !0 0.40 38 13 l9 6 Normal Q 1ZY, 0.52 30 19 19 10 6 15 AF.1E R t2Y, 0.50 3E t3 19 10 NIA Normal T 15�. 0.36 3 E 13 Z5 Z�A 6 Namsal 0.46 38 19 S9 10 NIA 15 AFM v lsy. 0.44 3E 13 25 NIA 13 AFI.IE a 19 14 10 6 W 15'/8 0.32 30 NIA NOnssal Natntai 1 a'/. 032 31 13 25 NIA N/A X 14 15 NIA 40 AFUE Y 18'/. 0.41 3E 13 14 10 6 Z 19% 0.42 3E 6 18/. g0 AFCTE • O.SO 30 19 14 f0 1,A 1. ADDRESS OF PROPERTY: SHORT 2. SQUARE FOOTA GE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZINCT' qo i 4, GLAZING AREA(#3 DIVIDED BY#2): z 17. g, SELECT PACKAGE AA-see chart above): �HODS OF G ENERGY REQUIREMENTS NOTE: OT'HBRMon INVOLVED TjS RTmS INFORMA ARE AVAILABLE, AS BUIDING INSPECTOR APPROVAL: N0; YES; q-f0rrns-t980303a Town of Barnstable Regulatory Services r r yBA MASS Thomas F. Geiler,Director `bp,Fp .�p`e Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 13, 2005 Lawrence M.Nadzeika 73 Walton Heath Way Mashpee,MA 02649 RE: 35 Short Beach Rd., Centerville To Whom It May Concern: We have recentl`received,an application for 35 Short Beach Rd., Centerville,Map 206 Parcel 030 to rebuild a house that was torn down.subject to special permit#2003-106. This office regrets to inform you that this special permit has expired. Section 240-125 C(3)states that"a special permit shall become void from 12 months from the date of issue unless any construction . work contemplated thereby shall commence and proceed in good faith continuously to completion". This has not occurred. . You must apply to the Zoning Board of Appeals for a new special permit. If you have any questions regarding this matter please contact this office at 508 862-4038. i elyas Perry Building Commissioner TP/AW Cc: Georgette Clements Fraine` Town of Barnstable `�" r`f,',(/ *" :. Building Division 200 Main St. n. c , as n _, '7 t Hyannis, MA 02601 Ju!'i, ✓;5 f , ^ ' r H METES? 71077,1 lO�p� Georgette Cle is Fraine 736 Liberty ♦ C.�''�" Braintree A 02184 C maims m low 'Awl i f Affidavit of Substantial Financial Interest 1, `Zot r►'l B6 WIZY,CAUSi w- of �E U� ���S� , on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map 2-o6 , Parcels - 6 z . The address of the property is % 54ck'T (4cr(Ao4O C&1ru2yiuE,MA 2. I have _,,;'o % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 90VC bEL 30, zw?>, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 6�R���0 �4vERT ,SQ., l3o Pa1<) JO1{r1" 4mic 4. Within the last twelve months, from today's date, which is �afoAU 3ofzv�l have had a 1% or greater legal or equitable interest in the following properties whi ch 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 l have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted C5 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 19 building permits for property in which I have a 1% legal or equitable interest. TM Signed under the pains and penalties of perjury,,this -day. of Alpvcg&P�, 200- 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT - °*VE Town of Barnstable Regulatory Services s s�xxsx� Thomas F.Geiler,Director Noss. 16 M;. Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder the.subject property- ._......._... ._ hereby authorize TAA- P.-00 00V A0 .: . .to'act on my.behalf,. in all matters relative to work authotized.by.this building.pe=it•application for: 35 SKo2T Q�CN 7Zo�9n,C��ua�ftcli�LE (Address of Job) ; 11 -z5-O3 of er Date �Z'a�iei l'dlo �r+DLtY Print Name I • — -nnxtc.r1WNFRPFRM.M.IT(1N The Commonwealth of Massachusetts �- Department of Industrial Accidents a = Office otfnyest ffaffotrs _ 600 Washington Street -= Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name l jt A-u 1 ICY � C1�1��1+�-=n1'1G�//�1�' 10b�JI fi 35 5E-�e T Loca tio n 814 ' city S0U;e 1 pj0 h2123 phone# A•MOOD ❑ I am a homeowner performing all work myself ❑ I am a sole etor and have no one worlin in ca achy ////%%/�///%%//G//%%%/%%////%%O/G%/%///%%%%/%%//G/%%%%/%%/%//�/%%%%//%//%%%%/l////%%�/G%%/ ravidin workers compensation for m�emloYees working on this job. e 1 itihxti{•4X:.'{t•Yr. :{{+'lf..}:{.}f;.•{{•'r,'•}}'f.•2J}:;:i sj:;: v„} i:it;}}•+:$;}v 5:-0\,^,i 1\4,',iii rf}L.i:•:Cv;>i I am an m g :{:�. : ...$.,.. ,..�;...;::�::n}.::..:...:�:,..:h:..:it.t::vv:::.::;::..�..:::.:,x,.J .::r�;; •.{.}r:::}.i4,::}: ❑ P o3' Ty :.i.i{{{.Yi .;::$$N:•:.:.:::.n. �,.,,.,...:.."+.:.n.:.{.... ...{..<....:.,,.:...: ........... .f.......r w:.:...+•::wvwH.•:?t4,v,.:}ahr,•:n}:?{.,ii?{.}�}}�:;:?{:j<i'v$$.....n....n r:n}}.r.v:•+}nhw•::;•}..t:......... ..... ...... .: ::•:r........ .. :. .....vn:4+..x.v.n:r:^:7:.......n•w:..n........:,...,• ..::..xn.....•:}..::]::.??v•::v.:{•:..{.....:•... ..h•:•.{vr.• ::}:} .:•4+61:'}•�+rt;n"+Q.•ri; .{•{:• r..:...v...n.±.:y4;v...,..........:r..}'./..::..:.v.:r,.r ...: .... }.....,+•::.............. ,..........r..... .......n.n.....,••:•.v.,..:.};..^.v,• .. .•. •Y: 'r r.r ....,....n ........:...... f... r,..n,: .vx....,n ......:....:::::, , .}....... .xf.....4J:{•:•}':•}}••?Yv:•..,v,v; ...fiY.$`^+:.?.'r`.:}iv, .......:............. ...........:..r:.yC......, r r.... .:r...:.:.. ,........... .......:.....:.%,..:..:.....:..4.,,-..;,r,:.•.v:„•.:r..i...:}%.. .......: .i5i::.}::. ...f....r .i,•r:�•+•:{:r...:{ti$;:{:i$5•'i}.$ { ....{ .....;:,•:.•:.m:r•..............vJ:x:w•J,.:,..•. ..rl,...::r.•r:i...,:t.:.w:r.:n•.v ..........•:.v: ...•}.x.:w.v.,.. ..r:•:J::n••n• ..t..nr 4„ ;{..,.,.h:':{;.T:v:'+i r....:,•:�'•!';�';:.......:.: .S. .r+.• .u-$,•• .f: ..R..,, :•$:} ...r:.h.i•• „•f,: ,.:}.,..t.....) ,.;Y';:,t•, ,:i:.:.sn ::?-. }. :•+x, ..:}i�,:t•. .;T...k - t•:r:.:•:+:}•:•:.:•.T}+:•:trrnv.•r+:}.r.{.rr.o}{:•: ::.:.::::v:.r....•• , .: ....r., .... ...n.. :......{ ...n. .:......n � r..v. : � F'.:...r,{tiri•+••nW'•�::::-'?+'ri:'{•+":?'i]v?.•}:{v}:�::} i?'S}{iur::.:+}\ v,h,:•'i .:..v,. .:.?.....,.4.:.......v..rr....n JL•4r.n.ur.. r.::.,......:..,... ..n.::vvv:?. ..\.....n:Y•xv:t•:..r.. .::?v;}:rt,.:..`,...�...x•.':>.. r Y•4r:�+! ..,•.. \>•.:.u..: -X +•.•:..,..r,:.r::f+.,:L„L•:n,.....o;•,,{.:n:f4:?•.:...,:r:.t•]•r...:.t....::•::,.,{.}::•...r.....r}.:...::•.4{•......,,. tt.....Y.... 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I do hereby certi t d penalties of perjury that the information provided above is trtu and correct Date 12 Signature e fi'R�� P ?oNoytl� Phone# ra.7.2-42-,5-00 print ofncial use only do not write in this area to be completed by city or town offidal city or town: perr dt/license# OBuilding Department ❑Licensing Board ❑selectmews Office ❑check if immediate response is required ❑HealthDepartment contact p erson• phone#; - ❑Other,•„___.__.__ OrAted 9195 PJA) / r r ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 � Alterations/Renovations $25.00 , Building Permit Amendment $25.00 ' FEE VALUE WORKSHEET NEW LIVING A E 2 square feet x$96/sq. foot= � r x.0031= plus from Belo (if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square et x$64/sq. foot= x.0031= plus from below(if appl able) GARAGES(attached&detached) square feet x 32/sq.ft._ x.0031= 5 2 . 3 19 v 4 /' ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $3 . 0 >500 sf-750 sf 50.0 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney _x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee proicost • ' Bk - 15855 Pz208 JWL97948 Docs892, i29 .11-04-2ee2 i2:e2 11-04-2002 1 12= 1Sss Ctf#s16718e QUITCLAIM DEED BANWABLE LAIC COURT REGISTRY. WE,LAWRENCE S.HERSH,MELVEN E.HERSH and LAWRENCE COOK,of 15 . -----River-Bend Road,Natick,Massachusetts 02641,-- - for consideration paid of SEX HUNDRED AND TWENTY THOUSAND AND 00/t00 ($620,000.00)DOLLARS a 1, grant to Bernard J.Laverty,Jr.and Robert. Bradley,being the sole Trustees of the BF Realty Trust,u/d/t dated 10-29-02,recorded with the Barnstable County •� o Registry of Deeds simultaneously herewith doe- C 1- with QUITCLAIM COVENANTS V o n the land together with any buildings thereon located in Barnstable(Centerville)Barnstable ?' q County;Massachusetts more particularly described as follows: C PARCEL ONE a LOT 51 as shown on Land Court Plan 9288-V Subject to rights and reservations contained in Document 798,354. cSubject to and together with any and all matters of record insofar as the same are in full force and applicable. For title,see Certificate of Title No. 136726____. PARCEL TWO LOT 28 as shown on Land Court Plan 9288-0 Subject to and together with any and all matters.or record insofar as the same are in full force and applicable. For title,see Certificate of Title No. 124445. PARCEL THREE A certain parcel of land with building(s)thereon in Barnstable(Centerville), Barnstable County,Massachusetts,bounded and described as follows: Beginning at the northeast corner of said parcel at a cement bound. LAk!!1 WAT, The lard Thence turning and running South 84029' 05"East,78.00 feet to a point; `=1 i°`''j,"as Thence turning and running South 2042' 05"East,35.00 feet to.a point; 2002 Plan r j jF.?I�'3AS TO DF..;CP)lPTJONU"N,Y1 a S'T t�:��neer t Bk 15855 Ps209 697948 ' Thence turning and running North 1°54'05"West;40,00 feet to,the point of beginning. Said lot is shown on Land Court Plan 9288-C. It is also shown as Parcel 32,Map 206 of the Assessors' maps of the Town of Barnstable. Subject to and together with the benefits of all rights,rights of way,easements,reservations,. restrictions of record,if any there be and insofar as the same are of legal force and effect. For title,see Book 12935,Page 1.17. BRRNS �C. REGISTRY, OF DEEDS s COUNTY EXCISE TAX [fl -------- --------- 04 RMB'F A8t1- `J r 11/04/02 12�1t1PTt 11.04.002 RON oomao 1 � s2120.40 . $1413.60 $1413.60 c * 1 4ix . $1413.60 013765 2222 Sk 15555 Ps210 497948 sL ' WITNESS our hands and seals this cZ day of October,2002 • wr ce S. irsh• elvin E."Mirmshr - COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. Octoberdg,2002 Then personally appeared the above-named Lawrence S.Hirsh and acknowledged the foregoing instrument to be his free act and deed before me. Sojcher Notary Public My Commission expires:4-21-06 COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. October aK 2002 Then personally appeared the above-named Melvin E.Hirsh and acknowledged the foregoing instrument to be his free act and deed before e. Stuart Hartley Sojcher Notary Public My Commission expires:4-21-06 COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. Octoberdr,2002 Then personally appeared the above-named Lawrence Cook and acknowledged the foregoing instrument to be his free act and deed before me. Stuart Hartl A ,gCn► No lic oFkr,. y Commission expires:4-21-06 r �pff CC tlC�;1�/�1L RY OF DEEDS W� BLG y86 OF COPY,ATTEST �,.rADE,REGISTER Oct 09 02 ' 09`:,5,9a p. 2 The Inland Marine Declarations and INLAND MARINE DECLARATIONS Endorsement, if any, issued to form a part thereof, completes the Commercial I Insurance Policy numbered as follows: BR46116498 ZURICH ® New Policy ASSURANCE COMPANY OF AMERICA ❑ Renewal of NEW YORK, NEW YORK 10038 ❑ Rewrite of A Stock Company In return for the payment of the premium, and subject to all the terms of this 2. Producer Information (complete A-E) policy, we agree with you to provide the insurance as stated in this policy. A) Name: THIS IS A COINSURANCE CONTRACT. Please read your policy. 1. Named Insured and Mailing Address: P.O.Box 428 Insuranceh River 764 Plan Street Inc. City-Scapes Limited Partnership Marshfield,MA 02050 312 West 2nd Street So Boston,MA 02127 B) Telephone #:781-837-1104 C) Fax#: 781-837-0189 3. Policy Period —From Effective Date Of: 10 01 /2002 D) Zurich Producer#:02273118 / E) Field Office Name:HARTFORD EAST;AUBU to (check one): ❑Continuous Reporting ®One Year From Effective Date F) Field Office Code: S4;XA;S5 12:01 a.m, Standard Time at your mailing address above. 4. Form of Business: ❑ Individual IN Partnership ❑Corporation ❑Joint Venture ❑Other 5. Limits of Insurance (select either One-Shot or Reporting Form option below) ❑Reporting Form.(continuous policy) ®One-Shot(non-reporting form/single structure policy) HBIS-1 ❑Annual Rate ❑Monthly Rate(HBIS-4) ❑ 1-12 Family Dwelling ®Commercial Structure ❑ Including Existing Building or Structure (HBIS-37) ❑ Including Existing Building or Structure (HBIS-37) Property Location 312-320 West 3rd street A) Any one structure* $ 3,000,000 so Boston,MA 02127 B) Property temporarily at A) Any one structure $ 3,000,000 any other premises { ` $ 10,000 B) Property temporarily at C) Property in transit $ 25,000 any other premises $ 10,000 D) All covered property C) Property in transit $ 25,000 at all locations $ 5,000,000 D) All covered property at all locations (same E) Development/Subdivision Fences/Walls : as A unless otherwise noted) $ 3,000,000 or Signs Per Report E) Development/Subdivision Fences/Walls or Signs $ 0 F) Rate Per Report F) Rate $ 0,248 G) Premium '; ' Per Report G) Premium $ 7,440.00 H) Tax (applicable in KY only) Per Report H) Tax (applicable in KY only) $ 0.00 1) Total Fully Earned Policy Premium Per Report 1) Total Fully Earned Policy Premium $ 7,440.00 *Subject to underwriting guidelines (minimum premium applicable) 6. Deductible (minimum $500 unless otherwise indicated): ❑$1,000 , ❑$2,500 ❑$5,000 91 Other 10,000 7. Forms Applicable To All Coverage Parts 940471 Builders Risk Coverage Form ❑HBIS-42 Florida Fraud Statement 947681 Comm. Inland Marine Coverage Part ❑HBIS-43 Windstorm Percentage Deductible ®CM0001 Comm. Inland Marine Conditions ❑HBIS-44 New York Fraud Statement ®IL0017 Common Policy Conditions (I1-0146 in WA) Other Forms: (list other applicable state and/or HBIS ❑HBIS-58 Development/Subdivision Walls/Fences/Signs forms; all required state forms applicable) ❑9H0003 Florida Builders Risk Declarations _n ❑HBIS-35 Windstorm or Hail Exclusion ❑HBIS-37 Existing Building(s) or Structure(s) Countersigned:_ /I By: S � Date Authorized Re es ntative FM 170001 Rev. 07/00 , INSURED COPY MORTGAGEES COPY AGENT COPY BUILDERS RISK PLAN COPY i _. 12/10/03, ME1 13:32 FAX 6172685161 Platinum Investment Sery 001 BoARO OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 070843 eirthdate:02/0111949 Tr.no: 8621 . Restric-ted: 00 P'AUL P DONOVAN 66 RUGGLES ST QUINCY,'MA 02169 Administrator. I ri 'i e 2 1 V•, MA k X MAP 206 0 # 2 112 4 MA 9 7 E y` # 11 •• O AP 2 - � P 20 z r 4 MAP 206 ,� 04 040 r — #48 1047. es �• A # I / 0 M 2�3c 040 0 MpMAP 206 7 �` a # 3 , o _ 64 MAP 206 037 # 70 O MAP 0 MAP 2 6 06 206 C. M 2 0 3 09 a 46 MAP 206 X ''. # I40 - Q 55 �# I.,I� m - - — - - - - - -\ 9 MAP20 # 130 028 10 # 65 MAP 206 #-79 t ...\Desktop\Conservation.dgn 3/29/2004 2:16:38 PM e S ' 20 044 2 089' _ 122 206136 - .206043 #t 1 t2 #16 _ - I 206090 I � 206062 2049 #1116 -. t a 206041 12 _ Y H k # 206097 206091 _4 #1 20#6051 j SN 206045 206048 - 206126 t, 206040 r, #25 125 �yi #48.. 06127 •- - � 20 -r� 2060475 20603 206046 #137 #ss #127 206128 206038 h206 2 ,A #toso - #84 _ Q o 2 s67o37 2 6ofia9 _ - 206026 2# 4 s 2t#033 206029 206027 2�140 #146 02 206130 #130 - #1103 #1078 86 206105, #90 S ..208103 - #79 206012 p� #24 Doc-22-03 08: 27A Ostev-ville Water Opt 508 428 3508 P.02 Centerville-Ostei-ville-Marstons Mills Water Department P,O. BOX 369 - 113M MAIN STREET OSTERVILLF, NIASSA('If U8111"I"I'S 112655 O's 0H K'k 01� P BUARO OF WiYJ'1J(CoMMISSION1.10, WATER VVAI H4 Is'!11TRINITNI)EV! DEPT./ I IT. No.508-129-ool)) December 19, 2003 'Power of'Bal-fistilhic Building Dcpt. 367 Main Street Hyannis- MA 0200) . Re: Account 14 1 91 Robot Bradlcy 35 Shot-t0cach Road Centerville, MA Gentlemen: On Friday, December 19, 2003 we disconnected the water service at the water main I'M, the property mentioned above. IT is 01417 Undcrstandin g th,'It this IIOUSC Is bcinct, demolished, a new structure will be built and a new water scrvice will be instaild in the I'Liture. It'you hiive any questions. p1cosecall our office art 508-428-6691. Very truly yours, T 11,17 X Herhert Mc Sot-Icy Assistant "Supcntilclldc111 I _. ,.�,...., 1 , ui - lo'.►�Y � KeySPan Energy Oelivpry 127 Whiles Palh South Yarmouth.MaSUOU,eRS.074c;� f January 14, 2004 Re: 35 Short Beach Rd, Centerville i . Mr. Robert Bradley 35 Short Beach Rd. Centerville, MA 02632 To Whom It May Concern: This letter is to confirm that there is no natural gas service to the above referenced property. If you have any questions, please call 508-760-7530. Sincerely, XStevecobson Field Supervisor 12-18-03 11:42. From-NSTAR VOICE OPERATIONS 6174243939 T-537 P.02/02 F-923 ; > AILSTAROne NSTAR way,Wezw000,Maseachusens 02090-9230 '. GA S r• December 18, 2003 Dear Robert Bradley, This letter will serve as confirmation that the electric service at 35 Short Reach Rd, Cmigville,Ma. was removed. Based on this information,there is no electric power to this building and you may proceed with the demolition. if you have any questions, please contact me at(888)633-3797. Sin ely yours, Skirlry Nac Customer Service Clerk Dec-22'�-03 013r25A Osterville Water Dpt 508 .428 3508 P.02 a ('enterville-Osterville=Mar.tnns Mills Water Department Y.O.BOX 369. 11.48 MAIN S•t RE'I' a µ US'1'ISRViLLE.MAtitiAt'HtISF:I"i'S 0265.4 .0 nl-4:lrl of _ v WATER 110ARI)O WA11:14 COMMISSIONERS WnIIFK StII'I.KiN•1'1 NUhNI• - , DEPT. 1 :1—Nor.SU>;-42H IdP/1 c TONS December, 19, 2003 Town of Barnstable Building; Dept. 367 Main Street Hyannis. MA 02601 Re: Account#1391 Robert Bradley 35 Short Beach Read Centervillc. MA Cientlemen: M On Friday, I)ccember 19. 2003 we disconnected the water service at the water main for the property mentioned above. It is our understanding that this house: is beine; demolished, a new structure will he built and a new water service will be installed f in the future. `H,yoil hive,any questions, please call our office at 508-428-6691. Very truly yours. - Ilcrbert Me Sorley Assistant Superintendent H1-Vlf 2.jj �♦ p�V �1 t s�6 3 , `��_ �b0 fit .i i ft CDto c T ', NA r�r�**}}�,� O• c ''�°*. �ssTT�3_�ifs - ff qY a agO�rr�ii •yr 1 Cif +'+ a '�� r , ir ly��f $ � �K,ay M'j♦ � � � Y 4 �fi 4 �' sy r r:'c�y��y k 'Y4'•�'r h''jr �.� ��A F r� ►� �, T }. ���,�. .t da`i�:, L�. �t �'�:11i A�.�t nr.';y 'Y� . CD • aS 9 ,may. t c�7� r�. �� •1. y � ] �}g�6 � Y�,g�.ram"F 3 a� ) x CD a It �.j x ! u -IT 42 - 1.. � •. s` y ���t 3y.pp ! CD ~ Yam: 7 +.A - y SS ° f,s.'I i t. j. ■ 35 Short t y" , cf w o w ;C� ,p ', ,��. .,,^: —:«x, .�•„. ��' '�'� :, xy, r,ram, 'r�,+Mq! ,' y�i.� £f.`" , y �pwr Y ��,.. t •_r/.'+t��""°'^ `�'�."aT . _ :.Fat .M"w, y,-�' ��N: '_`!� ., * . - , +w w s .r .�.'W �S ��' .: � a ..r M��' . r '�- � F� -� ... ^ - J�A y Ya r A �� '�5'3q.:• 'v' .. � Y v f, r Wsro 0.14 r �.��- ��� ,q -: ...: aw; ,c.��. �. + �' �.,•�$a'=:." ®.. -�. +a. i° 'Ca rt7 �.. z+.'�2,�.,Mf� s F, •`'* - ;+r�y�+7 '�' �C:, 9 a a .. ., +� �� . .im r ND ttD,E4 ,. &L,,, RUHE9,�vm coca ,. A9 ALL W t�aEwmt„ { A16)8E PHFOAIED N SUCH A Nd6FR TO NUWR SAFETY. W-19 t��iFf�6&L,"l AND 6 1& 11POR BII SEE auc NrIueRS rt r ■ 2.ALL M OM PARDDW6 ARE Rid 4 a , kp jplE. M/2 fm116,Y OC mD MAU� D,d o,r x MARC r_r ir-f s-r J ALL NFADEA9 IRE J-adO M/2-1/r PLYND EAat SDE Ct1AD AH®N/A0 TOGETHER,UAD 1 ALL MOM M8—ARE 70. A PRN E 6 ,L woo vAim on rE BAM SSE OF THE MSVL.TN. THE FIiE OF GO t i PM W t NR LL Rao SawtaWI WRW THE CMGCE AND RW OF 8=06 tQ a x m 60WmaAE Fgaotafi s in U)tCONS OF ELENFAVIL OEM=AM w WBJ,IW.1L SMW AS RF1X M. ti a F ,.• 7. ALL FLOOR PENORCM m BE FBESAPE0 SIM AS TOM&WARi THE FeE RARiE war rwtDHAwr AND Po:a�T,r.s C a ILLa.Peow�no ID TM To a P�a AL Sum I". T� A ALL DWAM MGM AND PAM DOORS ARE BAD WI MOM own f so eF ( - 10.H WAK ETMW FANS N ILL BAHRi0 A `f LIVING SCHEDULE TYPICAL ROOM FINISH fBARN VIGKE u TE-CTJRS R �EW1,= no Room Nome Floor Base Walls eilin Remarks U„fb,M,ad Bosw t Cana.StabCana. Cones � NardwoodP!d ew8. Ped----- SEW�Dcd rd UiLDING D'c T. a fno Roan HerdwdPtd cwa Ptd cMe-------- Coato Hardwood Mood Ptd C„B. Ptd Kitchen yyd,Ma�or Wood Pi CWB. Ptd D w r SRP ad Yd I >q DATE ��' car.TD6 "� Ptd cwe. Pea. --- BA I b FIRE DEPARTMENT Powder Car.TUG Mbaa Pta cwe. Ptd c ANET L® I I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ean+ Car.Too to.: nLCL Ptd ACE GOV" mate Ptd cws Ptd OMB ® e I i B,�,e„ cornet weed - Ptd ewes Ptd ® $ DM II r I aamt cmPae wood Pea.awes. Pee. r KITCHEN r;f DECK ytr O - 1 f SDP o»� t¢ / - Provide rod and ane,f b,aR daaeta Do CLlj BEDROOM'= O r" - a� DOOR SCHEDULE O b GV r Frame Lock trd ,!-f O BR'I qy p Door Remarks d N0� mat. size t e mot TNRF en: \` _ L`t1) pt7pROR WOOD oolt 7+a Nob a 40FLQIT9 ll J .. Of wood S-Ok f-�7t 1 J/s• ® . ■6'r6":t t/9- el-FOLD wadD f S,®ON / ® `0• D2 woad Y-O• . i W .doe -6-o f-r a t 3/6- s PANkl M000 rew � f sNP tw -1 D6 wood f-O'a W-S a,11ir 8�-FOID .wee \J 1 Nob J � DS rood Y-6-a r-r%t 3/Sr 6 PANEL wood MARBLE ys . \- oaapao WOOD*, - I 1 r _ - >A K N0.OF 51FPJ I >� 06 reed r-O••a r e' FwH6o6eAP,R 6 PAIOl rood e DIE iHA M. , S _ D7 rmd. ...Y-S:f 6'de.T..J/y .. . Net, �� DAN Yes Nob 2 s SIOELd1T9 GARAGE D6 e.+ r o•.e• r a,s/s- EtaBt1OR «eea rye CONC CURB Do wood Y-9••a r-e•%t 3/r 6 PANEL weed yew TIP AROUD Ot0 STEEL Y-O a e'-6-%t 3/6' 6 PANPi 9TEa. - Y� ob CIRACE DOOR ,r 0W_9 Ao F0F.w/W 67 0-f0/LO OVER 6 Df ILL.YAPWi 8A16tFA , wood r-C a 6•-e-a i 1/e- 6 PANEL MOOD i, OVER 6•MI COIrACim GRAVEL GMAGE MOOD Twa Nob t a,PISIAATm ' A ® VAPOR eARRFR--- 6•HYI A,O TAPE imm ou W. 977FYLL tr-d a 7-a- FIRST FLOOR PLAN PROM,7E,MR SEPARATION BETWER \ 013 weed 3•-O^a r-a- FVA43169R E%TO66R M000 Nab+'s A 6 GAAA T AND THE N009E a.lr't S.S re'� CP^SJ1 .RAJ w S S �O^r►Q� tiv1 � MS .�t►�.on.S FLOOR A EA CALC CATIONS*: 1 rbk�� te' (*NOT INCLUDING: FIREPLACES, � L�-o S Houl- �Pr e�by BAY WINDOWS, & ALL INTERIOR STAIRS) '� F NO1e 3-Provide ff—weow�pje tkaew Ad a ca 6 Pow er mar. %;' \ Nee.s-Prorfa.,aerefw a,,.d,ele a ea eetl.ae.. \ 1,054 SF f NNot. --Proaew.►om n eai - FIRST FLOOR d� Nobs .�•�•� BREEZEWAY AND GARAGE 602 SF SMOKE DETECTORS 0. Qe k, s F SECOND FLOOR 1,054 SF ` - rvv BED 4 AT 2 N D FLOO R(AtDove Garage)-481 SF RNS BLE BUILDING DEPT. ,, REVISED BUILDING PERMIT DRJkWINGS 4 14-2004 TOTAL 3091 SF NEIW RESIDENCE �;;'o FIRST FIAOR PLAN A S U TP H I N ARCHITECTS 35 SHORT BEACH ROAD as xoTsn O SCHEDULES PHONE: oil 716- 3s MEOFOM Sn�T FIU- m7 71�2oos CENTERVILLE, MA _ SUM 301 E-MNL SEH7PNBF-AgQH�ROLS s0MERVB.LECl .MA 02143 W®97E: yAYW.DE91Q1-WIOECON �e 4 ar rT 2r-r H tresowtasY sm AAr if � e ro rAsoA ~ `X RAIL DETAIL AT DECK 1 SCALE 3/4'=1'-0 ICILL I®b b BEDROOM 2 ® rsw R` tl L PAP- 0 hT 1/IUA/Ynn6Pm cow NI ® ® ROOF PLAN I f 1Rft® I � - � FM FAMA ' 1 � l ass:•+N ftx >; BA ,AAA�'at w o<aa see. � tl Pon • t tl P.L OIS A.A .y, T - -- 1/�01A OAI B41i T1/l b I 1� tl P.T.P'OR OOA TO RPMTx11 •.. - I AT 011A 1MLL r-F thi I 1 --- ® a PAm or sussn A M,TV. IAG. BRACE DETAIL w © ® = FAMILY ROOM - s� AT 2ND FLR. DECK ROOM 3 raw scALF_.3/4--r-o' SEDDECK...... M fL flASH'NG 2z6 PT(WONG I6� ® t\� i� 1/2' SPACERS 12x1O PT.LEDGER �. ' ATTACHED t \ \ p WA AL o - - LAG-BOLTS,lY OC - - - - - - - �- - _.... ._. ._ 2x10 PT. .. ® BEDROOM 4 SECOND FLOOR PLAN � \\,� DECK TO Ell 11111, DING TAIL TYP. FLASH. AT DECK JOISTS . � sc. 1/a• = t'-o- ® \ \ SCALE 1 1/2'=r-0' N TS . ® 7 Aorsosi�s.asr P" wso•�,.__.. P dM' msimss ..aso. ' umssos.s �� S.d PYAfT �1 mssrwAPxwasona• `_ 'owns siPrw,rai► PAsmsu�u �iq�Y1 wRA . _ .nd.�aa� ww aw�aaorMw TYP^FLASHING AT DOOR SILL TYP. FLASH. AT WINDOWS NTs. REVISED BUILDING PERMIT DRAWINGS 4-14-2004 NTS. of . -W 1z i a a.03 SECOND nOOR PLAN /� S U TP H I N ARCHITECTS NEW RESID BECE soak ACH ROAD Narsu O ROOF PLAN. DETAIL f1 P+ione 0L� r�2ooL 35 SHORT 33 t STREET FA16 a1>-71�2003 GENTERVILLE. MA SCOM SOMERM" MA 02143 wm �'r w ARCHG�L-v+l �r -- 1 Pr 4.4 Pon TVK ad .40 --------------------- t -- ---- } I ?N tx v&e9Ar . I I I I - � I ,1r aA samueE I /� I '� V m s-C mar 9tAOE 7,4. Wo LmXm T• G I 1 w�oorieL I L CRAWL SPACE ----- I I I 1 r ow of�aesS slaso"VAPOR I 1 1 MW MAIL SAIL►T I r-r ' r-r 1 I ' r-r■r-r IO01m e ' ' COIL STOW AT•Ofld9 or STAR AL RFA=An 2-2041N•. 1 I � 1 r-r FIRST FLOOR FRAMING PLAN SC 1/8- r-9 I CRAWL SPACE � I 1 mm Oui WAR m VAPOR A, IL— ----- --------- ------------ -------J f `�> I I am rm. 1 I I 9 � � �� �� \ \ n, ra • m NOW MAE AA7=AND \ \ 2C0•tr OC 7TP. jL----- ' I ��\ `\v% \ �\ stun-SEEt9 RAM FLAN r OW-%AB ON GRAM RFYF.1r/NK 07�-,0/l0 \\` \\\ n 7jr 1.9E - r ar n-r \ \ \ \\ \\ 0 R 00'W�1 wAC1ED GRA1kt BASEMENT PLAN \\\\\\\\\\ .' \ ,,,/r T+/PRo 9m•,r a9 SECOND FLOOR FRAMING PLAN Ik 1n REVISED BUIMING PERMIT DRAWINGS 4-14-2004 `v wiiEw No SU TP H I N ARCHITECTS ' ` gods NEW RESIDENCE esJ.6.18.03 BASEMENT PLAN /� PW*40 M7 718- As Naran FRAMING PLANS Al 35 MEOFORo S7� FAX en-718- s 35 SHORT BEACH ROAD ��sm E-" 0 � suww AR°i0� CENTERVILLE, MA North �� SOMERNLLE. MA 02143 WEB SIT@ WWWJ E9QJ-jAWOL OM e7 AD mx Ts _ n ,12 ,. �7 - u "Wa smm To T I c fm - # O w TO UK AR TN. u02 N6711 V/ ®"'------- rp eA o aw swag rs. m AD 7M&TV 4 L� w " 20 0�L o"m Ow.re. --- - 2 c am ua s UK Tr► mO 70 0L Mm xw n IV. i 1 I I Y I I I I CRAWL SPACE I I ------I -�1-------------------------------� rL_-------AT------------ ELEVATION "A" ----------'--- ------ ' woa vort a,"Darn Asxeu SM"A TV' n 7 ` - iling ceiling TARN T100N ® ® ® ■M10CMr Oeim TOM as we Time nma BREEZEWAY I I I I I I I ti �Ae, I I 1 T--- 1---------rj--------�T---------LI r-------. ------- 11o.Q13' E r-----------r-1-----'1 - L----------------J----1'----1----- L-----------L-----1----------�----------- ----------j r ELEVATION "C_ ELEVATION"B" sc:_ /a' _ �'-o' REVISED BUILDING PERMIT DRAWINGS 4-14-200 ,�,� Drawlni No 6..18.05 O ELEVATIONS A 4 SU TP H I N ARCHITECTS NEW RESIDENCE >�. as - ----- rNo� m�-n�sow 35 SHORT BEACH ROAD 3S ME*'M SiRMT F"x: et7-71e-2oo3 CEN fERVILLE, MA SURE 3M E M- co M SUiPFfli-ARCHOEROISCOM SOMERLI..E, MA OiZ43 NEB SI7E WYVILDE9Q!-IMOE.COY ttm Cam A0 .wad.m ess Eta KIM pe,sd- mmmo AT OW KWM - am v 04 A -k•�' ' s✓r Ca,rf V AWl . ,eta fret ' . �, tm mm IItY►m 0 . I> EQ 00 - 2 be 10 wa TV. sme CAL TV. .. �VD CAROM r sEt noa 4 or tomm TV. ... "e MR CC,AATIW E/ 1 TT 0®L 11Om mf I , . I i Mm 6/neerm aFR MaR tv11 . - - m 1/!uLatre[rua LRAM L----------------------------- --------------.----------.—J - - ,sr sM Q—A TfP. ' m rwstd rs. / m se eat rla ELEVATION "D" sc. 1/ +wo• b . •' " Baas".o.eor ' 12 �A®IW.T 9�uats rlr. ,, - m 1 m n oASPHAT SING=TV- . _ ® sn sltr s'et Pam �. WMes - m 10 ,otlaat m" . • AON � eu Aealm do ' r®s a .snro slat I . Iavn,vAws e•sse,t 1 . trio noai'Ea+'EI�1"'a, - I: :rtm eeu. I. .��• I rAsaaat I mst rasn srta !,i.: l r -_ �I --------- v mloaE mx 1•_•10.. _ _ J ELEVATION "F --------------- L_—_---__ ,ensues mr,aa - i ELEVATION "E" sc. 1/4• " �'-o• r�,r�,,� TY . WALL i»Its*4®'Nl ''+• ;�4"' , SC. 3/4' 1'-0• REVISED BUILDING PERMIT DRAWINGS 4-14-2004 TrTo Y y� .a�sitn+�t AtJe Drawing No _ ELEVATIONS /� S U TP H I N ARCHITECTS NEW RESIDENCE H ROAD xozisD TYP. WALL SECTION A vHOM M7 re-MM BEACH o _ FAX sus-ns-� 35 SHORT ss MI�f0R0 STREET E-�y FAX M -71&-=M CENTERVILLE, MA surfE 301 g 91E WIYWAES6�hMIDEAOM r SDMERVL.LE MA 02143 • 9 V ��� v j GENERAL NORM' W - .'.A - 'i 1. MA WORK E WILD WIN DE-ALL NOTES: .. ING ' -r APPUG/BLE RULES FA7NHDE REGULATIONS. - f. ALL OR E ARE 4 / 7 11 {R i11ANSE77. ,018'O FRAMING DH CWB, 1Yd MID BE PERFORD IN SUCH A MYIt R-I BATT INSULATION AND 8 ML VAPOR BARRIER, 2 WUE SEE SEC" S-Y E9 - f44 AND NAL TOGETHER W/2 RM if OC 1°D NARS 2. ALL INTERIOR PARDP@5 ARE ALL HEARS ARE 3-3fO LY/2-1/2* EACN SID PLYWO SID OC FINING NOR1/2'GOB FlE a' AND wan TOGETHER.UND ` 4. PROVIDE 6 MIL VAPOR BARRIER ON THE WARM SIDE OF THE NSUL,TYP. 1 ALL THE FACE INTERIOR OR ONETl40N5 ARE TO aI. - OF(IIB - . S. PROVIDE i RI IA RATED SEPARVOIDR BErWm THE GARAGE MID REST OF BOLDING . . .. & GO,TO COORdRAIE 11EOUNEMQ115 AND LDGa01W6 OF pECIR('.AL DEVICES AND . MECHARM SYSTEMS AS ROMM. - - • -� 1'x4.MAf OGWY MAHOGANY RAM. •. •in 7. ALL FLOOR PERETRAIIONS T°BE RRFSARD SUCH AS TO MAINTAIN THE FRE RATING. b S I >» P b S a ALL CLAPBOARD RAID WD TRW To BE T+RMED ON ALL STREs TYP. I Is ALL EXTERIOR WHIM AND PAW DOORS ARE BASED ON ANDERSEN V19100WS 6'SIP OM I _ PROVIDE INSECT SCREENS AT ALL OPERABLE WNIDOMB i. 10.PRI'>♦ALIE 00V11ST FANS N ALL BATINOOtti LIVING - TYPICAL ROOM FINISH SCHEDULE ' d no Room Name W Base Walls Ceiling Remarks . 10 ___ • adement --- Cono. coon Unfinished B I-O' Entry ood Ptd..GARB. Ptd.CWB Uvfng Room ood Ptd.GWB. Ptd.GWEI ., r . - - Coate ood Ptd.CW8. Ptd.GWB < . Ln Y STEP ptl Yd �/'�j Kitchen Wood Ptd. GWB. Ptd.GARB --- BAtT iP ANEt L® - '.,, '� Brea—y Cer.TIe Woad Ptd.GARB. Ptd.GARB Powder cer.Tlie Wood Pee.GWB. Ptd.GARB - J Both Car.Ella Ca. t8e 71LE/GARB. Ptd.GARB ® DWI e o I It. Geroge Concrete Wood Ptd.GARB. Ptd.GWB •. =-" Bedroom Carpet Wood Ptd.GWB. Ptd.GYM . KITCHEN rya. r� DECK .. Closet carpet- Wood Ptd.GWB. Ptd.GWB . --- ® L.� to t O ® 'P a sNP IM BEDROOM! I DO %Q . Provlda rod and shelf cl f In,all O rd• . O Sd ,r , 1rd r-o O • . O © BR It EWAY Gv. DOOR SCHEDULE Cl• O ® rNo. r Door Frame Lock Remarks E mat. size t e mat THRESHOLD / I'STEP O, • ' T ® Q woad V-Ox lr-/•X 1 3/4' EXTERIOR WOOD oak Yd Note 4 SIDELIGHTS wood Y-O'x a'-a"x 1 1/6' 81-FOLD WOOD . f STEP OI DI /� D3 wood Y_8,x I'-9'x I J/8' a PANEL ttTXXI Yee s }A DI rood 8'-0'x 6'-B'x 1 t/e' 81-FOLD wood Qe , _ .1 - :x 05 wood Y-8•'x W-8'X 1 3/e- 8 PANEL wood MARBLE y.. UZ4� . WF MD.ff S1EP5 I T `' , b. . .. 1 AI THE RGA TV. b• SA / °8 wood 6'-O--x W-6' FWH808SAPLR EXTERIOR VA= I. .. ... . D7 wood - 2 8 W-IrX_I 3/g- 8 PANEL-.. ..wood ►, GARAGE x - D8 at.d. .3'-O x 6'-6'x 1 3/4' EXTERIOR wood OAK re. Nate 2.4,SIOF11GH75 •.' . Ye 8'x8'CONC CURB 3Yd - GYP AROUND - DI_ woad - 2'-8^x B'-8'X 1 3/8' B PANEL read Yee - GARAGE DOOR 5'GONG SLN:Itt41F.W'/Wli 87L8-Ig/10 _ _ VD10 STEEL.:. 2 C-Or-B'X 1 3/e 8 PANEL STEEL Yee - N FIRST FLOOR PLAN A OVER/'MN CLYPActID cRAw. Dit rood 6 O•x W-e'x I I/e• 6 PPAANEELLp vim Not.z 4,INSUINSULATEDT . ® LAP VAPOR ONWER SHEETS 8'MIN AND TAPE JOINTS. D12 STEEL 16--0-x r-0• GARAGE WOOD' Yee . SC. 1/4" - 1'-0" . - GARAGE AM THE SEPARATION OSE �TYI�1 \ 013 wood 3'-O•'x s-8' FVM316BLR EXTERIOR WOOF) - Nate 1.2.4.S .. FLOOR AREA CALCULATIONS"': 0. Cv+ti (*NOT INCLUDING: FIREPLACES, kQ� I►�o.� -k- 5 cA.rE �e.��"`S - L6Co. •o4s o� 0.1 1 5 L4'a f S �5 p Q.r' I rit,. _ K 2. -I CIA— 10 ns. BAY WINDOWS, & ALL INTERIOR STAIRS) tl ¢,lrp, Note 1-vkt)t-clad Frendtwoad idn9 P. door by Mdenen e . FIRST FLOOR 1,054 SF s Not.2-Provid.eompeM -thwhore 0 ell g ped q.ors.et W wd.«daa. Nob 3-ProvM.marm.LhreMWd O ell bath dears Nob 4-Provide deo"t. - BREEZEWAY AND GARAGE 602 SF � d� Nab 6-Provld. .oreet SMOKE DETECTORS 0. ,g% SECOND FLOOR 1,054 SF +E x, BED 4 AT 2ND FLOOR(Above Garage) 481 SF TOTAL 3,191 SF RNS ABLE BUILDING DEPT. REVISED BUILDING PERMIT DRAWINGS 4-14-2004 Dw R.AWE ons Drawft S U TP H I N ARCHITECTS NEW REG DENCE e ;08 FIRST FLOOR PLAN A ,� 3s MEDroW SWEET P 81 ra-� 35 SHORT BEACH ROAD AS xarsu a SCHEDULES SUITE 3M E-MA0.: SU7PNB4--ARCftVMSC0w CENTERVIL LE, MA SOMOVILLE, MA 02143 WEE)97D. WWWOESIGN-Oxcart l North I` f • - _ - _ rT 2r-r S-7 11'-f 5-7 � - ' to .uwulawT xm Imr F 'm�.'3'i alssnem „ y iCL. RAIL DETAIL AT DECK L I SCALE 3/4"=r-0' to * � _ _ r-n- CONY y.. s3• BEDROOM 2 Tr so-s r P.T. m ® O H ROOF PLAN 4 I9I �i Ll! er ----- -- - ss O —'--— "BA 1 FOO I -I r STEP f _ r• 1 mO M Pwma I49!! Q . •a. 0®{ ' IiN~P3 rAaOA AT 1 b �..t�i.•' - a .. - ,.. .. ,. DLTI6 9Aa aL a .. O I [ ! ss P.T.pGL MAQ ta'-P - -- • - _ _ aH'ww na mn TV. -—- BA Ar'T,vtsoe+wuLL�ro Paalo•wl - ns a tmnalo - ® ® 5T AND POSTS T EDROOM 3 FAMILY ROOM a IAG. BRACE DETAIL e k r r sar AT 2ND FLR. DECK : SCALE 3/4"=1'-0" DECK A ��^\\ 2x6 PTADECKING Z. 2x10 PT.LEDhEIi 1/2" SPACERS \ A HEO W/ 1 2" DIA GALV \CJa LAG- - 2 0 - a= 4a. BOLTS, 1.•_. C BEDROOM 4 .� 2xtO PT. \ SECOND FLOOR PLAN DECK TO BUI DING. ETAIL TYP. FLASH.,AT DECK JOISTS \ SCALE 1 1/2"=1'-O"" NTS. O d rnw.w.rwunnlr / ' - . - Poo.lnuallao.o •dJS �.10°�ou°'i.u� r.ea w vleel atVwA�,•.��. r - S ,umeoos WAT61aliDNAtMR�/ - dVlfWWNM .. REVISED BUILDING PERMIT DRAWINGS 4-14-2004 TYP. FLASHING AT DOORSILL TYP. FLASH. AT WINDOWS . NTS. NTS. S U TP H I N ARCHITECTSProject >�. �� T� �o a.>a.a9 O SECOND FLOOR PLAN PHOM 017-rt- : NEW RESIDENCE s� _ n 2 35 MEDFM STREEr FAIL M7-71LH2O 3 35' SHORT BEACH ROAD AS NOM ROOF PLAN. DETAILS /1 SL47E 301 E-MAR: SUTPHIN-ARCHOMOLS.COM + SOMERVILE, MA 02143 WEB SM, WMI)ESIGN-VIroLcmi CENTERVILLE, .MA ROLE RBR ... ,/—ROM LFM — w . 7 12 II _'9' 7 SEA=M. 7 1 2 7 I CRW e IM W TRY Pip M. O _ CEY010 170:71a®OFGR 9NaE9 M. _—_—_—_ r W�� 601 fA5G R/ Iu 0 TIK% b 7 fi 2 10 OL OWM ROOT.TV. -47 —_—_—_— I/ OA10 � W o �o 0 m ao ' I OW rfF .OZ L'OPPOt BA4 SWOIR.M. - b V CRAWL SPACE + I �--------- T------1 ------------I -------- 1-------------------------------�� ri-----------------—r ELEVATION "A" L------------------------------1------------------- -----------------------------------------J east o1wo m tort 17 tt _ �ASaNAtt%omm M. ceiling ceiling—- Lid b RNU16 Y/IIOCMII'_R�OHB � - TWSI3 TIO011 llml$ � - 2 .. - ,.. . ... .. _ _ -. _ ... . .. _ _. . . -. . 2.. -Z ORTd0I0 MamTAPM I" ==4 " MARNMY DEC"0 w91DiPFB b ®® b 70 I' CIS CIS ` "am raw BREEZEWAY ,TTnLl —1--- i I I i I i I i i I i r----------- 1-------- i -------- ---------------------17 L-----------L-----1---------J----------'1---------J L---------------- J----L----1-------------------------------J i I NO.>Tl1 g' rr ELEVATION ^B" ELEVATION ^C" REVISED BUILDING PERMIT DRAWINGS 4-14-2004 nw He wow nueurawln� S U T P H I N ARCHITECTS NEW NE e.>te.os RESIDENCE ,,,,. O ELEVATIONS PHFL� en-ne-zom `t 35 MmFORD STREET FAIL eta-re-zoos 35 SHORT BEACH ROAD AS xo'raD A SUITE 3M E-MAIL: SU7PHN-ARCHOERdSCOY SOMERVILLE. MA 02143 wm SITE: WIN-DESICH-wroECOM CENTERVILLE, MA • PT W PST•T,P. u-r Lr-tr s r s-r „•�' s-r bLio WAIL TVP. ----------------------- aA SoIOTUff 1 I Pr aro tfDRm^Tf9. v I Rtl CRAWL SPACE I O Om 6]VER WOR -mm AT st n y I I SPACE"T I I Y �Y-r FORM I I s I Cor-STOOP AT BOTTOM OF STAR I - - AL NE/OEPB ME 2-2A4 IM ji ---- -�- —�---- i I s-0 I \`\\ �`\ b ' FIRST FLOOR FRAMING PLAN �� ----r 1 I r-tr e'er' I I I � / • I I - - I TXAI AOTLSS, i \ ,1�c7X( +� CRAWL SPACE ss m x OVOR VAPOR 6AWA ATe4W CRAWL SPACE \ / \ L- -----� j \\ `\\ WOOD FRAME PLAIFM AND \\ `\ 2,t0•M^Or.7TP. L————— J - \ \ p \ STAR-SEE,ST R M PLAF \ \ • g-r - ---T7'------- 1 ��\`� \` \ ^ S'COB I S49 O .VI/W 80-10/I0 \\ \\ 3-n T ,.AE \ \ \ \ OVER 6 MIL COMPACTED CRA,fl BASEMENT PLAN ` \ / AU"IERS Alt WU / SECOND FLOOR FRAMING PLAN DA N&V23 MAft REVISED BUILDING PERMIT DRAWINGS 4-14-2004Projecot . S U T P H I N ARCHITECTS NEW „�. nue BASEMENT PLAN Drawing- a.ie.os PHOM 517-7la-� NEW RESIDENCE eDS. /� co Ja MEDFORD STREET FAX BT7-7118-4001•! 35 SHORT BEACH ROAD N�TSD FRAMING PLANS A SUITE JOT E-*AL SUIPMN-ARMCERM3.0QI • sOMERMUE. MA O2143 WES SITE YEMMADENN-VADECOY CENTERVILLE, MA North ' sm Twma Ts a 1TllT I OC6 Aelf M eMWtT i1MaD M eAr A• , eK me MAIN Fm d it aefL +a enIRa14�r"*Iwairw�wMr erm m wr.owr mIN aHmo'ffmm rn. .Moo u>.n . .m ruG mo. - ur aavrt M/� ------------------- In lmm� is m Hat►m - , l 00 0 m0 Mk TW. � tY�oD aleT:rn. rfas�rToaa Em TV. 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WALL aWbWtem SC. 3/4" a 1'-0" ~'vn REVISED BUILDING PERMIT DRAWINGS 4-14-2004 S U TP H I N ARCHITECTS pmjea ` °'�' R"°'''mm �' i` wJ g No 8.19.09 SEE � NEW RESIDENCE— ELEVATIONS L9 35 MEDFORD STREET FAX 617-710-200.1 35 SHORT BEACH ROAD AS NOTED" TYP. WALL SECTION SUITE 301 E-MAIL MMMN-AROADIIOLSGOM CENTEf2ViLLE, MA C SOMERVILLE. MA 02143 WEB SITE WWWAESION-WDE.COM North HEREBY CERTIFY THAT THIS PLAN DOES CONFORM WITH THE REQUIREMENTS FOR RECORDING OF PLANS IN THE REGISTRY OF DEEDS: MATTHEW C. COSTA, P.L.S. 10, 19' T V/L L E r C E/V m ,.. PROPOSED PIER 'a M< "T"END SECTION 4� EXTENDED FLOOD °> - /�� i 27' Z PROPERTY M�W� M ( LINE EXTENDED PROPERTY PROPERTY Mvd F ,',��� � k�y�yW CW `' EBB € `\� k ` ` k _ LOCUS /� k ���� � � �� � � � I � � � ' w•J �' Mew •y t -_. �� m �►�`�� � � �� � � � �� �I _� PROPOSED ELEVATED PIER _ -. - LOCUS MAP N.T.S. / N i o +1 W PARCEL 206041 N/F PARCEL 206040 o EDWARD E.GUILLET REV TRUST N/F N / co EDWARD E'&MARGARET A, ' MARY HILL CANAVAN TRUST Z Lo GUILLET,TRUSTEES M CHRISTOPHER JR.&MARY (( /�� 650 CHARLES VAN DAMME WAY HILL CANAVAN,TRUSTEES I I �1 N SONOMA,CA 95476 72 BROOK STREET WELLESLEY,MA 02482 R=300.00' R= 9s.no'SHORT BEACH ROADAV L=24.39' (40'WIDE.-PRIVATE `' b i L=42.05' 1 ) �o R, ` d N 820 15' 23" E L=33`�s 35.691PARCEL 206 030 w x 22200± S.F.43' , Cb' S�8°335� . o �43, w o N N �- PARCEL 206033. m,0 o N/F Lo Zo EA TELLIER REALTY TRUST Ic�U EDWARD A TELLIER,& to 0 CANDACE DOMOS,TRUSTEES m 1 c/) 93 BIRCH ROAD - 130.25' BELMONT,MA 02178 S 63° 03' S8"W m `- . � N 260.56' 02"W 176'+ S 26° 56' 02" E 122'± PARCEL 206029 N/F JANE M WICKERS - \ 17 SCHOOL STREET F BYFIELD, MA 01922 l k FLOOD TIDE RANGE: ±3.1' EBB COVE (TIDAL) GRAPHIC SCALE LATITUDE 41,63968 50 0 50 LONGITUDE-70.34566 PROPOSED PER PLAN J DATUM: NAVD88 = 0.00 FT. PARCEL ADDRESS: 35 SHORT BEACH ROAD, ELEVATIONS IN FEET CENTERVILLE, MASSACHUSETTS PARCEL ID 206 030 SHEET 1 OF 4 PLAN ACCOMPANYING PETITION OF RANDOLPH J. NOELLE TO CONSTRUCT& MAINTAIN A 4' W x 104' L PIER, 6' x 20' "T" END SECTION WITH BENCH, BOAT AND ACCESS LADDER, AND KAYAK RACK IN AND OVER THE WATERS OF CENTERVILLE RIVER, BARNSTABLE, MASSACHUSETTS PLAN BY: CAPE & ISLANDS ENGINEERING, INC. 508,477.7272 DATE: JULY 15, 2019 r r HEREBY CERTIFY THAT THIS PLAN;DOES CONFORM WITH THE REQUIREMENTS FOR RECORDING OF PLANS IN THE REGISTRY OF DEEDS. MATTHEW C. COSTA,:P.L.S.' PROPOSED PIER°T"END SECTION a� a° C E N TER /R V I L L E PROPOSED BOAT AND a _^� c R V E R .a�xati WATER ACCESS LADDER�� "� m (A x.�. 20 . .o x�ti I' a NAVIGATION CHANNEL x , - D µ `� (LAND UNDER WATER) xa.xa •�' xa� I 10' N • 35 �\i x 19' xOq' (LAND CONTAINING SHELLFISH) xa� x°6 o :;�C} '` . ' D (FISH RUN) o .�° ti1 I °' �° 6'-N� x r . KAYAK I p o xo. x , . „° I .��0 �' ''�� RACK �, %^o `0 _ FLOOD xOa a x BUILT-IN BENCH N 1w r'rn "°' I '°' ,01 xo6 xO� xo m �;EBB b°xxOy x xO. xo. O� . y c w � ° a ° x1p `o °° _ 27' Ix x, . xO^ - LW c x MAW c�'n MEAN LOW WATER �� Yoh x°°' xOh �} Fc. EL.=-1.9', NAVD 88 •°�•`' .o°' DEPTH IN FEET =_-ti EXTENDED xo .°' BELOW MEAN o lF w - EL.=0',MLW DATUM w PROPERTY LOW WATER, w I° z - w LINE C� xoti MLW(TYPICAL) X of -� /�'_/ �� �x° w la EDGE OF RIVER Cx , (SAME AS MHW) - 1 (` i I IE-. Myw ` it �M I= o SALT (I _ II= SALT MARSH MARSH SM7 11= 11= -=-- II o 11= ' ' sMs m MEAN HIGH WATER D _ I I EL. 1.2',NAVD 88 A/ II - -ri '_ �- SM6 EL:_3.1%MLW DATUM ° SALT I_ 'MARSH 1�= IW I_ CUT FLUSH EXISTING PILE RE/,NTS EDGE E SALT' / = SM5 PROPOSEDjELEVATED PIER MARS1 r SM3 u NATURAL SM4VEGETATION 11 LAWN p +� EXISTING PILES(TYP.) NATURAL 4zo / VEGETATION I Lo NT (o / / w z / PARCEL 206 030 +� EXISTING TO REMAIN �Z/ 22,200± S.F. �+ Lo /F/ BENCHMARK ' o TOP OF CONCRETE BOUND I I ELEVATION=5.60' NAVD88 EDGECB DISC OF PAVEMENT FOUND SHORT BEACH ROAR (40'WIDE - PRIVATE) GRAPHIC SCALE 20 0 20 J PARCEL ADDRESS: 35 SHORT BEACH ROAD, CENTERVILLE, MASSACHUSETTS DATUM: NAVD88— 0.00 FT. PLAN BY: CAPE& ISLANDS ENGINEERING, INC. ELEVATIONS IN FEET 508.477.7272 DATE: JULY 1512019 PARCEL ID 206 030 SHEET 2 OF 4 HEREBY CERTIFY.THAT THIS PLAN DOES CONFORM WITH THE REQUIREMENTS FOR RECORDING OF PLANS IN THE REGISTRY OF DEEDS. MATTHEW C. COSTA, P.L.S. co ELEVATION m. p FEET NAVD88 r r � m 9 . c �, D a Drrn m D. cn m o cn •o cn o o u''Z it rmD r.mZ Dzm DD IIIIIIIIIIIIIIIIIII� � � p �`�� _ ° !- T w n � c � nm � z � � "' � � _ per= mX pD2rZ = �c±M viD v � Z = (rpm + D * D r O � � � p o ✓ gco c co mompGpz -n _ � oo c: OD ODD co - ' Om mD , O D rC7 Z ;u � A -I O y M 3 - W � a _ 0. X NO � G - ' + Z Y f Y r MEAN LOW WATER o Z ME _ O u O (7R m m iv m N m +o il,` r yr o cn o u cn a 'O � o} 02 m m Z D n MEAN HIGH WATER o - O _ �' a 5.0' c> � m m D o W n o r = ij co C u O O + DAD m C) Z r o e rn o®z n - r _ Cl 0 cn D ffil o .9= n O m m o O �0 p cn m _ v i m ch Z� fn Z o.m r � A m o m cn X >. A - F O} �M- r EDGE OF 4' SALT MARSH DO m m � d -rim .m r O Dr fh D2 Nw m N � O ar- � m = o` rm, D Dm � m IIIfIIIIIIIIIIIIIIII Oo o On + Z O o o > m. ELEVATION U) --I /J FEET NAVD88 PROPOSE® PROFILE PARCEL ADDRESS: 35 SHORT BEACH ROAD, DATUM: NAVD88 - 0.00 FT. CENTERVILLE, MASSACHUSET.TS 0.0 FT. M.L.W. = -1.9 FT NAVD88 PLAN BY: CAPE & ISLANDS ENGINEERING, INC. ELEVATIONS IN FEET 508.477.7272 DATE: JULY 15, 2019 PARCEL ID J 206 030- SHEET 3 OF 4 HEREBY CERTIFY THAT THIS PLAN DOES - CONFORM WITH THE REQUIREMENTS FOR RECORDING OF,PLANS IN THE REGISTRY OF DEEDS. MATTHEW C. COSTA, P.L.S. 2"x 6"TOP HANDRAIL WALKWAY-4'DECK WIDTH 8"PILES WHERE NOTED I� - - - - - - - - � CUT AT15°ANGLE ` POSTS SHALL BE CUT I (REFER TO PROFILE) ' AT 15°ANGLE TO SHED WATER AND SET RAIL I 2"x 3"RAIL BOARDS KAYAK RACK 4"x 6"WALKWAY POSTS(TYPICAL) I 4"x 4"MID RAIL HURRICANE CLIPS'(TYP) POSTS AS NEEDED I COMPOSITE GRATING WITH 65%LIGHT y 2"x 10"JOISTS I PENETRATION 4 FOR WALKWAY F _ • 1/2"THRU BOLTS,WASHER k - AND NUTS(TYPICAL)j,,;W—MHW • to1/2"THRU BOLTS,WASHER MEAN HIGH WATER AND NUTS(TYPICAL MHW�MHWWATER AND ELECTRIC LINES AN LOW WATER 3"x 8"YOKE LW MLW MLW MLW x 6"CROSS GRACE ol (ALTERNATE ANGLE) I \//.\�/. POSTS&PILES DRIVEN TO DEPTH AS SPECIFIED IN PROFILE DETAIL 4'O.C.BETWEEN POSTS AND BETWEEN PILES PIER SECTION DETAIL �- - - - - - - -. NOT TO SCALE ACCESSLADDER DEP PERMIT NUMBER SIGN ON PILE 20' 'T'END MIDDLE PILES SHALL BE DECK EL.2.75' CUT BELOW DECK LEVEL COMPOSITE GRATING 2"x 10"JOISTS @.19"O.C. (TYPICAL OF.5) HIGH 3"x 8" YOKE 3"x 8"YOKE WATER -� - _ MHW -- HW —MHW __ _ MHW == MHW 1/2"THRU BOLTS,WASHER 4 — _ AND NUTS(TYPICAL) ' MLW—,fQL MLW 2"x 6"CROSS BRACE MLW MLW MLW i y. ` (ALTERNATE ANGLE) 2"x 6"LADDER 4 PROPOSED PILE BUBBLERS 2"x 6."TREADS L—MEAN TO PROTECT AGAINST LOW FROST FOR"T'.'END PILES WATER EXISTING GRADE —. PILES DRIVEN TO DEPTH AS SPECIFIED IN PROFILE DETAIL PIER "T" END VIEW DETAIL NOT TO SCALE PARCEL ADDRESS: 35 SHORT BEACH ROAD, CENTERVILLE, MASSACHUSETTS DATUM: NAVD88= 0.00 FT. PLAN BY: CAPE & ISLANDS ENGINEERING, INC. ELEVATIONS IN FEET 508.477.7272 DATE: JULY 15, 2019 PARCEL ID 206 030 SHEET 4 OF 4 N r GENERAL- OTES: T�>k*•., r • SMOKE pR REVIEWED NOTES: D '' O r 9 1. All WM TA COMPLY WITH CURFEW . ✓ WSSPCFR)SEnS BUILDING CODE,ALL - 1 ALL EXTERIOR N.IS , Y 2r-0' 14`-4' ,. _ AND APPLICABLE ININ.SUCH A MANNER INSURE HUMAN SAFETY. 2xB 018'OC WALLS WITH 12'Gve, ,- - � SEE BATE NSUlA1ON AND 6 L VAPOR Z. GLUE HEADERS TOGETHER - BARRIER' _ W/CONSTRUCRON ADHESIVE'' SEE INTERIOR . R, ' AB' BUILDIN DEPT. DATE AND NAIL TOGETHERWI/2 ROWS 12'OC 10D NAILS 2 2ALL0 010'OR PARTITIONS ARE 2x4 018'OC FRAMING MTTH 1/2'(:YIB I _ ALL HEADERS ARE 3-2x10 W/2-1/2'PLYWD EACH SLOE GLUED AND NAILED TOGETHER UND 4. PROVIDE 8 MIL VAPOR BARRIER ON THE WARM SIDE OF THE INSUL,TYP. 3. ALL INTERIOR DIMENSIONS ARE 10 > FIRE DEPARTMENT- DATE DATE THE FACE of cwe t S. PROVIDE 1 HR UL RATED SEPARATION BETWEEN THE GARAGE AND REST OF BUILDING BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 6..GC:TO COORDINATE REQUIREMENT5 AND LOrmoNs OF BECMICAL DEVICES AND MECHANICAL SYSTEMS AS REOUIRED . BALCONY ABOVE MAHOGANY RAILING I m 1`x4*NIMAHOGANY AND EXTERIOR POSTS TV. � � 7. ALL FLOOR PENETRATIONS TO BE FIRESAFFD SUCH AS TO MAINTAIN THE FIRE RATING.8. ALL CUPBOARD AND WO TRW TO BE PRIMED ON ALL SIDES,TYP, Y STEP b � 9. ALL WINDOWS AND PATIO DOORS ARE BASED ON ANDERSEN WINDOWS J BN I PROVIDE INSECT SCREENS AT ALL OPERABLE WINDOWS ---- ® --- - CARBON MONOXIDE ALARMS - 10..PROVIDE EXHAUST FANS IN AL BATHROOMS. . LIVING MUST BE INSTALLED PER MASSAMISETTS MBIN TYPICAL ROOM FINISH SCHEDULE -- no Room Name Floor JBase Walls Ceiling Remarks Unflnished-Basement Cana Slab --- Cana Cone. .BEAY ABOVt - - -- Entry • Hardwood Wood Ptd. GAB. Ptd. GWB Living Room Hardwood Wood Ptd. GWB. Ptd. GWB it 8'STEP DMI 3'-IL• Coate Hardwood Wood Ptd. CRIB. Ptd. GWB. y. _ .,,L/,�) * 1 Kitchen Ha�Ewood� Wood Ptd. GWB. Ptd.GWB. —'-- BA T j"}' b _ - Breezeway Car..Tile Wood Ptd. GWB. Ptd. GWB. - ® Powder Car. Tile Wood Ptd. GWB.. Ptd. GWB. Bath Car. TBe Cer. toe TILE/GWEI, Ptd.GW13 . - D3 OW I eI UI lJ Garage - Concrete Wood Ptd. GWB. Ptd. GWB b I r Bedroom Carpet Wood Ptd. GAB. Ptd, GWB. DECK - Closet Carpet Wood Ptd. OWE. Ptd. OWB. - - - - KITCHEN 710 r STEP ON --- BEDROOM" ® J d'a Provide rod and shelf In all doeeta Ira r-o O DOOR SCHEDULE BREEZEWAY ` ` ` Door Frame Lock OIL. PO ` ®;_ Door Remarks �\ '� No. mat. size type mat THRESHOLD I E STEP ON T DS !+•'' ` - D7 rood .3'-0'x 8'-8'%1 3/4' EXTERIOR WOOD oak Hex ` Note Z4 SIDELIGHTS I ••yy,, 10'SUP ON g 02 rood ... 3,-0*x 8'-B'x 1 1/8' &-FOLD WOOD D3 rood 2'-B'x 6'-B'x 1 3/8' a PANEL MOD.. D4 I rood B'-0'x 6'-8'x 1 1/8' BI-FOLD .wood DO rood 2'-B"'x 6'-8'X 1 3/8' 8 PANEL, wood MARBLE yea Note 3 I VF NO OF SIPS �• ® I M THE FE D,TTP. I - C�O• I S'�, - o. I DO rood 8'-0-x 8'-8- FWHOOSSAPLR EXTTDLIOR W000 Note 1,2,4,B C-O' ir-0• 10'-S b' - . 1 GARAGE D7 rood 2'-8"x 8'-8'%1 S/B• a PANEL rood D8 avid 3'-0'x 8'-B'x 1 3/C EXTERIOR wood OAK yse Note 2,4,SIDELIGHTS 36'-NM e. - SW CONC CURB . t - TIP MOUND D9 wood - 2'-B"x 8'-8'X 1 3/8' 8 PANEL woad yea GARAGE DOOR S'CONO.SLAB REINF.W/YfWF us-10/10 010 STEEL 2'-8-x 8'-8'%1 3/8' 6 PANEL STEEL Hear -, Note Z.4 ' OVER B MIL VAPOR BARRIER . FIRST FLOOR PLAN a OVER B'MN COMPACTED GRAVEL Dlt wood e'-o'■B'-8•x 1 IN 8 PANEL MOD LAP VAPOR BARRIER SHEETS 8'MN AND TAPE JOINTS \ HEAD Mete 2,4,INSULATED SC. 1/4" as 1'-0" �( p� r 01z STm 1B'-D'x T-D' $A` AGE wood A., \'J - 013 wood 3'-0"x W-S' FVM3168LR EXTERIOR WOOD Nate 1,2,< S PROVIDE E HR SEPMA710N BEIWFEFII � . GARAGE AND THE HOUSE Note 1-vinyl-clod F—ahwootl Ilding patlo doors by Andersen Note 2-Provlde compile r-theretrlpping package at all exterbr doors. Note 3-Pr-ld.marble threshold 0 a0 both doer. � Note 4-Provide d—dbdt Note 8-Provide Vroect screen . jar 0.96 NW,2138 a L. BUILDING PERMIT DRAWINGS —1 — 0 3 Project Do" - . T2�11dona Title DraTrin�io ' SU TP H I N ARCHITECTS NEW RESIDENCE e'ieos f. FIRST FLOOR PLAN /� PH01-'817-7t8-2001 35 SHORT BEACH ROAD A3 ': A 35 MEDFORD STREET FAX.617-718-2003 SCHEDU�u S SUITE 301 E-MAIL• SUTPHIN-ARCHWMALCOM CENTERVILLE,'MA Fri SOMERVILLE• MA 02143 _ MEd SITE 1NVIW.DE90H-WB)E.CON r NoXrlh ,r-D• I, I I �.� CL.I '®>i 9A-� I _ t- — St�PED m I � 200 4 M 240 Na'OC r-m > B LCONY >n BEDROOM 2 .� Da ® _ CL. >n s tBATOO astir o Da o I IIIg� � A BAT ' ® MAHO"W R"G Q's d Q FAMILY ROOM ROOF PLAN EDROOM3 IT DECK Lem 1 I I ✓ I MTL FLASHING 2x6 PT DECKING �®\\ - 1/2' SPACERS 2x10 PT.LEDGER ATTACHED W/ \ \ CL. b '� 1/2' DIA GALV \ � °` LAG BOLTS, 12" OC a,oe 2x10 PT. x'� \ BfDROOM4 \ SECOND FLOOR PLAN \ DECK TO BUI DING TAIL TYP. FLASH. 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LVL(FL) NOTE: II' " RIM(V) III/a"„ RIM(V) y� ALL MEASUREMENTS � - I TO BE VERIFIED IN �O D J L J L D 0 S r I J jl THE FIELD L Ilya"x22' - _ LVL(FL.) �o .. - N i I I� .. N .. 901222 N i:. 11141142' I VI."(FL) e O Y• to p 111b"xT Ilya"xl' o Lr %y LVL(FL.) LA(FL) :n 162- 2- _ 01 2 11va°x28' 11y„ RIM(91) LVL (FL.) A J L J L J L J L J L J L J L J L J " LJ L J L L r - r' r -t r -1 r IF -1r r r r -5 r - r -1 r r i r i r r r , in O 101202 \ co o N Zol o 0 Q ool) Y �a�h u "AOmV) E0 // NOTE:FORM 24"x24"xl2" Q 0 CONC.FOOTIWG TO SUPPORT POST Ogg 0. '• �\ s o o e - v 7 c a� aEm. 3n_c 4" Ib" 6" Ib" //�. O o a�_•J O.C. 36'_0" v -� v c aEi L �3 � � p U� 36'-O' 9� o c ._ ' v m p N O �? c wL E 5EARINGL _ Qc� cQ c L c E L) v o ':. C I v In N ! � � 3 � Eou� E 7 v .0 v N T U) U.. fA C U N N 7 C to o L N - 0 L I N U-Op pn F I SST FL00;? MATEk I AL. L I ST I f�ST FLOOr' MATEf� I AL LIST E w U o c c 3 0 U U r L - JOIST, RIM, AND BLOCKING PANBL BEAM SCHEDULE > v E ^ o a L .v viz c v a, MARK QTY LENGTH DESCRIPTION � - MARK QTY LENGTH DESCRIPTION - o y ,.. n-, N IBl 2 22' 11-7/8" LVL � �»� � T 3 L c 101202 3 2' II-7/8" AJS 10 SERIES c c c w a� cv v L oQ Lou3: c° v IB2 2 28' II-7/8" LVL L o o a��. 101203 2 3' II-7/8" AJS 10 SERIES 101204 3 4' II-7/8" AJS 10 SERIES IB3 I T II-7/8" LVL U.� �¢. o _v o o 101205 1 5' 11-7/8" AJS 10 SERIES IB4 2 T II-7/8" LVL ° (n a 1B5 2 22' II-7/8" LVL c i n m 101206 1 6' 11-7/8" AJS 10 SERIES II-7/8" AJS 10 SERIES IB6 I 3' II-7/8" LVL r c E-F 0 v 0 101207 13 7' r �.� v N � 0 0 101208 4 8' II-7/8' AJS 10 SERIES 1B7 I 3' II-7/8" LVL 101209 1 9' II-7/8" AJS 10 SERIES 101210 2 10' 11-7/8" AJS 10 SERIES - 101211 8 11' II-7/8" AJS 10 SERIES H 1=I I�ST FLOOD MATED I AL LIST 101213 1 13' II-7/8' AJS 10 SERIES O BEAM HANGAR SCHEDULE 101216 28* 16' II-7/8" AJS 10 SERIES Q J NOTE *INCLUDES I (ONE) EXTRA 16' PIECE MARK QTY TYPE CODE MOUNT V) -- 6 HUSI.81/10 F1709M FACE n. — 901222 12* 22' II-7/8 BCI 900 SERIES I N NOTE *INCLUDES I (ONE) EXTRA 22' PIECE --- w II-7/8" RIM 15 12' PCS. II-7%8" RIM ---- B.F. O L.F. L.F. 11-7/8" BCI 900 BLOCKING PANEL w J Z c 0. O'- a° U < O z cn j � I �'ST �L002 MA.T��1 AL LIST a o T f2 M T A O DULB INCLUDE'S 5 WAS � F' C R GHQ _r I•-IANG� S F. MARK QTY TYPE CODE MOUNT IU 2.56/11.88 F1712T FACE © 50 S � U 'SCALE: 3/16 1 ' 0" DATE: 7_11 _03 DRAWN BY: RJMC CHK'D BY: FILE: 0306191 DWG 0306191N1 I SHEET: REV: 1 r i OF ^� 2 1 REV DATE BY 36'-0' 36-0' *'-0 221-01 5 91_v 2 3 4 111 "SIN(221) 5 _F 0-2XIO P.T. 4'-9 CANT NOTE: S01222 2xI0 P.T. ALL MEASUREMENTS c301222 RIM 5OARI:) TO BE VERIFIED IN . : u)-mv F.I. S01222 (22-ldO P.T. THE FIELD f A I (2)-2xlo Pt cAO1222 W1222 (2)-MO P.T, (2)-MO P.T, 1222 (2)-2xlO P.T. S01222 W1222 cAO1222 (2)- iv 2xlO P-L XI T c"I 251- 3- W-2xlO 1301222 Illks"42' (2)-2xla P.T. LvL(FL.)s - i _ W1222 -2xI0 101206 -A 101208 x1le Flf. O 101206 0 I >. I b 254- 2- L253- 2- 2xI0 EZ__ IlBxi' Ill,"xi, b b LVL(FL.) LVL FL.) 101210 to 101206 (2)- P.T. 10,1211 101206 J Ill'All RIM(131) 4 Q.r- -1.r -1 F -1 r -I F IF I F j 1. .1 1, -1 r -1 IF -I -I n 19 r 71 C4 —252 3- j x28' LVL (FL.) .?o 00 o' F-C'J Lu c) 0 oc Lwo acc NOTE: FORM 24"44"4" Q c c Q 12 IS Q Q IS IS Lj q CONC.FOOTING TO dj 11) rn SUPPORT POST tj < 0 m V) :zz 0 0 r7 m In 255- 2- 256- 2- 9l/2"XV '�1/211xv LVL (DR) lie LVL(DR.) 14"xll'LVL(FLJ II a"RIM(3(0') b. Y-4'1A V 1,16" 1,1611 Q) 2510- 2- \A E- 0 I I '10-C. Q) >'.�� c 14"xll' 36-0" 36'-0' (9-, LVL(FL.) CE M:3 _'c E 0 c c 5ECONE) FLOC StnCND FLOOR c V) t 0 0 o ,>, ,- Q) C C .2 c�c.2 3; . 5ARf NG LA�CUT 5 E Lo Q) 0 E L. 0 > 0 255- 2- 253- 2- > v) C:, > 14"x24' 141lx2l' C,a- c':a -E < LVL(FL.) LYL,tFL. 41 c C 7� ?o 251- 2- m -a LVL(DR.) \ \ o >' E W V) c'c Q) E -2 E 0 Q) t b. :3 _2�1 U) 6 Q) = C U; n E 0 .2,c 0 �5 'o:S Q) 0 :2 o Q) > c: V; C': 0 .2:, 6 o 6) cp:t 0) >1 1: C) 0 0 0 0 6 �c u 'o 0 - -Up E S (D 'o-< CO: -,Q,) Q .5 (0)..; o =, 0 Z) 0 U) M c: a) c: c: I U) L_ (D:t Q) Ln E c c _c c 0 0 -"S -6 0 F- :D 0 SECOND FLOOP;_> MATEP,>IAL LIST SECOND FLOOP;_:` MATE[Z-_) lAL LIST 1-,JOIST, RIM, AND BLOCKING PANEL BEAM SCHEDULE DESCRIPTION MARK QTY LENGTH DESCRIPTION 2x(o K.D. SECOND FLOOR MARK QTYI, LENGTH DESCQ V) EXTERIOR WALL 0 V) 101206 5 11-7/8* AJS 10 SERIES I 2131 3 22' 11-7/8" LVL BALCONY [DECK CONSTRUCTION — 101208 81 11-7/8* AJS 10 SERIES 2B2 3 28' 11-7/8" LVL MAHOGANY DECKING .16 2133 2 7' 11-7/8" LVL PAL) OUT WEB OF BCI '300 P.T. SLEEPERS 10.1210 2 10, 11-7/8" AJS 10 SERIES u Ld SERIES I-JOIST, TO PROVIDE NAILING TAPERED INSULATION 101211 '1 11-7/8" AJS 10 SERIES 0 2B4 2 7' 11-7/8" LVL FOR 515TERED (2)-2x10 P.T. J0115T5 E.P.D.M. MEMBRANE w '_j 91-1 z 2135 2 9' 9-1/2" LVL 101213 13 11-7/8" AJS 10 SERIES EXT. SHEATHIIN!cz M 5: P; cy- 31 <10;216 16' 11-7/8' AJS 10 SERIES v; 2136 2 91 9-1/2" LVL of 0 Lu U Ld EXTRA 16' PIECE i�)TE: INCLUDES I (ONE) INFILL BAYS WITH L5L RIM 50AFPD N m 17' 11-7/8" LVL 2137 2 4y AND 515TERED PIECE OF 5CI '2100 0 z (A uj cy- a 2B8 2 24' 14' LVL OF CORRESPONDING LENGTH 2xlO P.T. RIM JOIST 901222 )5 * 22' 11-7/8' E3Cl 900 SERIES 0 0 2B9 2 21' 14" LVL 0 21310 2 11' 14" LVL NOTE, *INCLUDES I (ONE) EXTRA 2Z PIECE _j ,,, I U 2BII 2 11' 14" LVL BACKSPAN NOT SHOWN TO ScIALE (2)-2xlO P.T. JOISTS 901420 '5 20' 14" BCI 900 SERIES CANTILEVERED 4'-CJ" 901421 8 21' 14" BCI 900 SERIES 4! BACK5PAN MUST BE (3) THREE F_4 ( Al TIMES LONGER THAN CANTILEVER6 BALCONY 901424 8 Im_I -) I 24' 14" SCI 900 SERIES Lli SECOND FLOOPZ' MATE P-<? IAL LIST NOTE1 *INCLUDES I (ONE) EXTRA 24' PIECE U BEAM HANGED SCHEDULE 2x(o K-0. FIRST FLOOR SCALE: EXTERIOR WALL 11-7/8' RIM 13 12' PCS. 11-7/8" RIM 3/16 —0 9 MA�_)K OTY TYPE CODE MOUNT 14' 121M 9 12' PCS. 14" 121M DATE: 6 HGUS412 F3512H FACE 7- 11 -03 OF I HUC1411.88TF- T3512C CONCEALED DRAWN BY: 4'-Y CANTILEVER RJMC-7-" ->IAL LIST CHK'D BY: SECOND F=L00Q MATEF, WANGER SCHEDULE INCLUDES 5% WASTE F=ACTOQ FILE: MARK CITY TYPE CODE MOUNT 0306191 DWG- 33 IUS2.56/11,88 F2512T FACE 0306191 Nl 13 MIU414 F17142 FACE DETA I L SHEET: REV; N2 T SCALE: 1 /2"=l '-O" OF P.T\ L r L r L r L r 2 - - -- -- - ' REVISIONS: NO. DATE DESC. ' 6;k' WF#17 — � al I, �1�I, � WF#16 � RIVER N 1100ko = ` 1u V I SALT MARSH WF#15 F5 NOR 6F i O S q l��pLl Iil, EDGE LOCUS BEOP CyR — all, EACH pF ���G• �1 1s N CRAIGV�LLE B -- I. P' w �• WF 4 01 w�fRR LOCUS MAP: NOT TO SCALE y. I 1 1, WF#12 WF#13 0 SPL1 MPRSN OF L EDGE F . MARSH . 5° 1, 11, O SALT o EXISTING 4 BEDROOM $ cR EI`GDA0. . N 4~ o AGNES H N/F LANCY & WOOD HOUSE No.38039 CAROLE H. & JAMES L. BOURKE 35 Wr#11 / ASSESSORS MAP 206 # � N/F TOF=6.89 IJ*M ROBERT BRADL Y PARCEL 41 TO BE DEMOLISHED A SESSORS MA'S 06 N/F PARM 31 M.C. CANAVAN & M.H. FITZGERALD CBNDDISK ASSESSORS MAP 206Mp,RS • . W10E� � •Q G�.�'�D,� PARCEL 40 SPL� 8 pC) �..-_ : • . �P PROFESSIONAL LAND SURVEYOR DATE • EDGE OF= F�AaIEMEi�l'f- - �.r\ osFF - . Q H RC AD . • • ! WAY o ` `C D RIGHT OF (�R g . • N. SH OHW UPL PLAN TO OHW ❑HW — OHW / /" ISSN CB/DIK ;i •I a - :� `EPONING • : D ' .... -: N ACCOMPANY /000' ERF O - B DISK w R N �' Z ..� - • �� S 835.6905 E\ . ��` BOARD OF , .-- / CB Is N/F APPEALS FILING o , `1 PHILIP C. GATEMAN TR. ASSESSORS MAP 206 PARCEL 45 AT ' I WATER \�•v #35 o / WATER GATE 9 00 SHE - METER SHORT BEACH ROAD H 100 SALT MARSH BUFFER FND ...- --- _� IN - \, ESV. N$8'10'45"W 43.45' --'� AREA _ NTER LE N/F N/F / Z O y� N/F ROBERT BRADLEY W P MP ROBERT BRADLEY MARGARET A. HINE TR. MASSAC H U S ETTS SORS ASSESSORS MAP 206 moo. I s TANK O ASSE-PARCEL�30 AP 206 ASSESSORS MAP 206 PARCEL 32 �,, PARCEL 46 6r , + o� P �NcE �•;•( (BARNSTABLE COUNTY) BENCHMARK: �•25 S \ !�'' TOP OF CONC. BOUND •+ �g,3 j 0" /8 -9��, UPL EL=6.01 (NGVD) "= -- 41 a r7R EXISTING CONDITIONS EXISTING TANK 'pSs, 50' SALT MARSH BUFFER �g'3°»E 43 MP TO BE ANDU REMOVED CHAMBER BG AND t N76 ` i �'Q I N F DEMOLITION PLAN N/F ��/ JANE M.N/F SHORT '"�)�NE M. WICKERS r ASSESSORS MAP 206 ASSESSORS MAP 206 n JUNE 5. 2003 �RFR EDWARD AFTELLIER ? PARCEL• 29 PARCEL 29 0 B �ACH w Z°0 R ASSESSORS MAP 206 �• �..6'� ` ' PARCEL 33 w w WF ROAD � MARSH BUFFER �` • • WF#1\ rn \4� WF#7 O CD WF#5 \ ' PREPARED FOR: GEORGE MAUTNER OCC DEVELOPMENT, INC FOB, '\ . 1287 OLD POST ROAD III, sq WF#2 �111, ' WF,: N/F ! MARSTONS MILLS, MA 02648 JOHN J. & ANN D. PENDERGAS CP .._5 ASSESSORS MAP 206 . sy o - SALT MARSH PARCEL 28 LOCUS U S INFORMATION O R M A TI O N � �i1i, SALT MARSH __-ED • • R UP WF 10 1, 11, WF#4 • . WF#9 # �111, WF#3 �111 r �111, CURRENT OWNER'S: ROBERT BRADLEY 657 Main Street, Unit 6 (5os) 420-2689 W. Yarmouth Massachusetts 1 TITLE REFERENCE: CERT. 167180 02673 1� 1 I, PLAN REFERENCE: L.C. 9288—V (PENDING) 5087788919 lu © 2003 The BSC Group, Inc. NOTE: �111. ASSESSORS MAP: 206 PARCELS: 30,31,32 BOARD OF HEALTH APPROVED MAY 16, 2003 FOR A p� �111, SCALE: 1'1 = 20' 4 BEDROOM SEPTIC SYSTEM AS SHOWN HEREON. ZONING DISTRICT: RD-1 (R.P.O.D.) 0 5 10 20 M Rs Q SETBACKS: FRONT 30' iiiia I ` SIDE 10' 0 10 20 40 FEu CONSERVATION COMMISSION APPROVAL ON 10 REAR 10' MAY 27, 2003 FOR BUFFER ZONE DISTURBANCE PROJ. MGR.: C. FIELD AS SHOWN HEREON. MINIMUM LOT SIZE: ?i7,120 S.F. FIELD: D. GAZZOLO /R. FITZPATRICK EXISTING TOTAL LOT AREA: 22,232f S.F. CALC./DESIGN: P. HAGIST FEMA FLOOD �� " DRAWN: P. HAGIST ONEZONE DISTRICT: ZONE "B" FROME FEMA MAP LEVATION CHECK: C. FIELD GROUNDWATER OVERLAY DISTRICT: AN: NOT A ZONE II FILE: 8504 EXC.D _ G [71YG. NO: 542303 ...._.,�._...� SHEET 1 OF 2 ----- ' JOB. 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' 90 vP� 11 ! >iL.i"���L L . 40 3 P w 2.5'xO.5' w a \ MAS SAC H U S ETTS ti o OPENING Z LA 0 (BARNSTABLE COUNTY) LE CHMARK: �! a�.25' 00. . �- OF CONC. BOUND 6.01 (NGVD) ,jr sy 3p 50 SALT MARSH BUFFER 43•00 6.19' •( OVFF�R \ \�06 N/F N/F R JANE M. WICKERS JANE M. WICKERS 20� N F ASSESSORS MAP 206 ASSESSORS MAP 206 AUGUST 8, 2006 EDWARD A TELLER ? PARCEL 29 PARCEL 29 . ASSESSORS MAP 206 �'• PARCEL 33 ? o WF#6 w QA o. 0 O s � 0. - <A MARSH BUFFER WF#1 rn WF#7 . LOCUS INFORMATION o WF#5 PREPARED MIKE NEDZEIKA 73 ={ Ai.T�" 4.!EAa , NA. j MAS Pr-E, V,A �`� 4 N WF#2 N �111, WF#8 N/F i CURRENT OWNER'S: GEORGETTE CLEMENTS FRAINE ' , � JOHN J. & ANN D. PENDEnGAS ' a TITLE REFERENCE: CERT. 17430g co ASSESSORS MAP 206 a � PARCEL 28 ., .1I1, SALT MARSH k , PLAN REFERENCE: L.C. 9288-V (PENDING) m ASSESSORS MAP: 206 WF#9 WF#10 ,111, 349 Main Street, Unit D r PARCELS: 30 \I I, #3 — �\I — — W. Yarmouth Massachusetts ZONING DISTRICT: RD-1 02673 SETBACKS: FRONT 30' 1� II, �i1i, 508 778 8919 SIDE 10 rREAR 10' IL �111, 0C, 2006 The BSC Group, Inc. M MINIMUM LOT SIZE: 87,120 S.F. — EXISTING TOTAL LOT AREA: 22232t S.F. SCALE: 1" = 20' Q \ �\I i 0 5 10 20 MEMRS FEM A FLOOD ZONE DISTRICT: ZONE "A-13" (EL. 11) I o 10 20 40 OVERLAY DISTRICT: ZONE II �0� PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO /, . MCC,A N 51 CALC./DESIGN: P. HAf�IST _......,.___ DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8504-AB.DWG _-- DWG. NO: 5423-04 _ - SHEET 1 OF JOB. NO: 4-8504.01 i MY.1MVi;1]uY',.FMMN k ..r!tz SFik}"�St.Mnl,TP-5Jb REVISIONS: Q p�' NO. DATE DESC. 5A E rn — D,•��'Z t� II. �1)1. WF#17 — N 6 — — ti I1, WF#16 • /�� N Ri�'ER N P — i SALT MARSH P�- WF#15. FS 0R 'roo lily ` EDGE C LOCUS 0 PPS Fgcy — � rII1� 0 R �t is R pF 0 G' 1 �tll, � cn 1RArGV1LLE BEACH --... • NOTE. � 1 1 f FACE OF WALL TO BE A MINIMUM OF 5' FROM THE PROPERTY LINES. • ' WF {4 Oi VFF� LOCUS MAP: NOT TO SCALE 1 � e WF#12 WF#13 • '� / 1 �-�, g` • , ���PRS,N tL .. . ;�LT � 50• SPHEDGE OF MARS 00 •' EXISTING 4 BEDROOM • - -4-- — O 1 1 0 / N/F 1 STORY \AN gss9 OF M r -_ , �• w AGNES H GLANCY & WOOD HOUSE0. WIF 11 1 CAROLE H. & JANiE S L. BOURKE #35 RENYYICK e. �yN # N/F - _ ASSESSORS MAP 206 TOF=6.89 d r" .r•-\F20BERT BRADIY�~ PARCEL. 41 TO BE DEMOLISHED S ASSESSORS A"f' 20, N/F PARCE �Y NEW H-10 FSr� G�� NAL M.C. CANAVAN & M.H. FITZGERALD 1 / 1500 GAL. CB/DISK vFFER ASSESSORS MAP 206 1 . • SEPTIC FN �SN DE� PARCEL 40 • . ��,\ TANK - SP°�� M ! g`1C 40' _ �pU PROFESSIONAL ENGINEER DATE • • ' ' Vt 1 _ :EDGE- OF PAVEMENT- ' . ROAD:** 00 0. AY `C -% 'T PA D RIGHfOF W o B :y . :: :. ow—a"— UPL PLAN TO SPA. •;: -•: 1,- `��:. —ram+--°f"`-�—'°''„ ..- •'': '" : . .: aF' gp °"'`�pn+ °""'°'� CB/DISKI . : '" ���:. •:I PROPOSED op � ��Q.. LIMITS OF N ACCOMPANY EXCAVATION /:•• / \=. B.=7.3 aF'c1 SEE NOTES: ONE !' -% • /rg S .. t N W6� A =9. ^.��' cs1 5 & 6 `�RFR S 84.29.05»� . • NOTICE OF INTENT 35.69' E 1 WROPOSED 0 C .UISK • , 11 BIT. -� . ! • • _�� --- DRIVE 1 9 °� I .. � 1. N/F z o ) M � `� A PHILIP C. GATEMAN TR. AT �r ASSESSORS MAP 206 PARCEL 45 �p,R / PROPOSED I 1 �, / t^ #35 /HAYBALE/SILT '� 1 'Q \ BUFFER ZONE SUMMARY \106 / FENCE (TYP) • .L WATER \-o :\ SHORT BEACH ROAD o _ � . • �� ,: � � t a , WAIEf� GATE � �, 50' BUFFER NONE o / t METERS , IN 100 A MARSH' SALT MA BUFFER • '�- • 4 � "t f p� � � ', 4,930f S.F. N88'10'45"W �>,,. N 100 BUFFER 1 43.45� 10• boo ; ` ,y �, 1�ARE CENTERVILLE t i)°•`" ,¢y of `��� y 1`a .!h �� • 1 !, \;: 41 N/F /3.i. ` 1 '7"�' 'y`f�+'lia`n1.&a� ,�� ���-+..y -\r,c"T oo q,,Dl Cv N,/F- ROBERT BRADLEY fy ,�r :qv: � •, ; :, ,��: SHED TO BE w• 1 f �� x `t� ., rF�., .�-���-•,� �•�t , O r \ � � ' � iV�AI'iV:-'�rL.f r�i. iii�i_ i��. � �•, „�+ "" �( -�� �� \ Y ti ASSESSORS MAP 206 MA'S z �,y e ;• _. G r :..� ASSESSORS MAP 206 RELOCATED 9 ��' ` ASSESSOR'S MAP 206 PARCEL 32 0_ ` f �. `PARCEL 30 PARCEL 46 : RIVERFRONT SUMMARY �� W O o-��t� N�- \-::_C'�' � (BARNSTABLE COUNTY) BENCHMARK: LO 4! '25 0,5� UPL\" r TOTAL RIVERFRONT 15,950f S.F. TOP OF CONC. BOUND „1930„E r 9��,• • EL=6.01 (NGVD) j?. EXISTING DISTURBED AREA 3 050t S.F, o= { i �� _�: PROPOSED CONDITIONS RIVERFRONT y6 4 71 f S.F. � 50' SALT MARSH BUFFER ~ • • �, 19'30 E `\ ` G'�� • PROPOSED DISTURBED AREA 5 N-6� N/F \ �'1'"-�� N/F GW SHORT ~ dANE M. WICK%NS`.., JANE M. WICKERS v ASSES sOR MAP 20t� ASSESSORS MAP 206 n APRIL 10, 2003 JE�FR A EDWARD IELLIER 1 7- PARCEL,29 . • PARCEL 29 0 �-J► ' . BEAC H ASSESSORS MAP 206 Z �• .►-� \\\ �6� 1y ` ' PARCEL 33 W 0./ F ' � ` ' •• ROAD � W � - 1 iA.- 0. MARSH BUFFER • - -- # WF07 1 • � 0 1. BREAKAWAY PANELS FOR CRAWL SPACE REQUIRED. \ WF#5 . • PREPARED FOR- GEORGE MAUTNER 2. ALL DOWNSPOUTS TO BE CONNECTED TO PROPOSED DRYWELLS. F. . 1- — --'" � • _ OCC DEVELOPMENT, INC 1287 OLD POST ROAD 3. MEAN ANNUAL HIGH WATER REFERENCE IS MADE TO DEP WATERWAYS LICENCE C ,\ NUMBER 8686. SqWF#2 yy 8 N/F LOCUS INFORMATION MARSTONS MILLS, MA 02648 JOHN J. & ANN D. PENDERGAST ' -- �-9 go ASSESSORS MAP 206 �s's`• o \� SALT MARSH PARCEL 28 ' • SALT HARSH "� -ED OF - CURRENT OWNER'S: ROBERT BRADLEY "_ D.-ICIC WF#4' WF#9 WF#10 TITLE REFERENCE: CERT. 1ci7180 ,tll, 657 Main Street, Unit 6 �tll, WF#3 PLAN REFERENCE: L.C. 9288-V (PENDING) W. Yarmouth Massachusetts �tlr� to ASSESSORS MAP: 206 02673 PARCELS: 30,31,32 508 778 8919 ZONING DISTRICT- RD-1 © 2003 The BSC Group, Inc. �t is SETBACKS: FRONT 30' SIDE 10' c� REAR 10' SCALE: 1" = 20' a kit, 0 5 10 20 MEMM �• MINIMUM LOT SIZE: 87,120 S.F. 0 10 20 40 Fm I E�eISTING TOTAL LOT AREA: 22232f S.F. FEMA FLOOD PROJ. MGR.: C.. FIELD ZONE DISTRICT: ZONE "A-13" (EL. 11) FIELD: D. GAZZOLO /R. FITZPATRICK �. OVERLAY DISTRICT. ZONE II CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD R ■■■111 FILE: 8504-EXC.DWG G DWG. NO: 5423-01 SHEET 2 OF 2 JOB. NO: 4-8504.00 r'CV IJI kjI m, - NO. DATE DESC. 5 WF#17 — R . 6� l ,III, all N WF#16 RIVER N \\I I, PRSN E V1L�E — i SALT MARSH M ENS WF#15 F l fill, �pGE ° LOCUS �1I 1, R O A fill, N CRAIGI LL BEACH _ ,fill, ,1 ,III, /� 111i UA WF 4 �- SN BVFE� LOCUS MAP: NOT TO SCALE WF#13 WF#1' 0 r P , ° S EDGE OF SALT MARSH ? 5 III, EXISTING o N F - F-_ RY -A /F AGNES H GLANCY & WOOD HOUSE 0.WF�f 1 \LMAWR7E6E S. HIRS & CARO E H. & JAMES L. BO)RKE #35 EL E. HIRSH - SSESSORS MAP 206 TOF=6.89 LAWRENCE CO PARCEL 41 TO BE DEMOLISHED A SESSORS MAP 06 NEW -20 N/F P RCEL �0,31 32 NEW1500 GAL. M.C. CANAVAN & M.H. FITZGERALD SEPT C CB/DISK !--`SN g�FFER ASSESSORS MAP 206 TAN MpR ODE) PARCEL 40 ~ 6� I �0° - 40 40 PROFESSIONAL LAND SURVEYOR DATE 01 '�• : : EDGE�OF. RAVEtJIEiJT o - — R'OA\D - F RIGH60F WAY o BE `PAVED �T ❑HW �� = ►�? SHUHW ❑HW UPL s� = oHW� pHW / PION TO PR P _ ❑HW 2 3g 30 ' %- .: _ 5 ACCOMPANY BUFFER IMPACT CB/DISK s. �;; x\ � �ND SK ; FNHEOHI�oLL o�0000 O � I •" :O m 50 BUFFER NONE S 8429,05" E'er•. 7 2.5 p n , o NOTICE OF INTENT - 35.69' ,l GRAVEL ; NG �' .0 pll 0 100' BUFFER 3,600f S.F. �—r * ''� 1 DRIVE EX1S�N1N� ,� O,� F D y 1� z AT 200' RIVERFRONT 6.100f S.F. FF�R �' I D ' \� OX Z to Z lz 0 SHED TO BE 9 O #35 REMOVED ° I '`°° o L ,- ROPO`.',ED � WATER �= � ER SHORT BEACH ROAD 4 . pC;�rvf METER Z� o` FtON-I BUFF CB D 1 HO SE \_ RF 10 ' _.._.._. / PRpP,oS D I o = ° R1vE I N 0 SALT MARSH BUFFER FND Gp AG - TOF' ; _� rn \ 2° i F�ROP3 DECK BUILDING C. OVERAGE Z 9 UMP _ VTANK MASSACHUSETTS 0 EXISTING LOT AREA 22,232f S.F. 100% 0 6 �;" � N\�p` N\1' \.. CA CA EXISTING DWELLING 1,130f S.F. 5.08% BENCHMARK: ��` `o Y-- P°� 2 (BARNSTABLE COUNTY) . 5 \-• T" PROPOSED DWELLING 1,859t S.F. 8.36% TOP OF CONC. BOUND .f� °' \g,3p" /8 sq�� UPL EL=6.01 (NGVD) r,� ��76' - 0 EXISTING CONDITIONS EXISTING TANK 9 sy { q3•0 AND PUMP CHAMBER 50' SALT MARSH BUF N�6�g'3°'E TO BE REMOVED �G�,c' `� i N/F -I, N/F . \J�RFRO F ASSESSORS MAP R206 ASSESSORS MAP 206 o ` FEBR 28, 2003 � N/ Z PARCEL,.29 PARCEL 29 s ORT BEACH EDWARD A TELLER W ASSESSORS MAP 206 n . PARCEL 33 ? WF#6 �. t ` ' o ✓ s ROAD MARSH BUFFER WF 1� 0) # { WF#7 O PREPARED FOR: LOCUS INFORMATION WF#5 O GEORGE MAUTNER O \II, OCC DEVELOPMENT, INC CURRENT OWNER'S: LAWRENCE S. HIRSH & cc�` — 1287 OLD POST ROAD MELVIN E. HIRSH & ,llr, S WF#2 WF �.�,,,,. N/F MARSTONS MILLS, MA 02648 LAWRENCE COOK A LA �� ,,,;� JOHN J. & ANN D. PENDERGAS ` I CP �., i ASSESSORS MAP 206 TITLE REFERENCE: CERT. 124445, CERT. 12935, BOOK 12935, PAGE 117 Sy C 1 SALT MARSH PARCEL 28 III, SALT MARSH 0 I "'-,--„�DG � T PLAN REFERENCE: L.C. 9288-V (PENDING) '' ASSESSORS MAP: 206 III J, WF#4 WF#9 WF#10 PARCELS: 30,31,32 `11i, WF#3 \�I, i` \III. 657 Malin StTeet9 Unk 5 / �1I1, W. Ya�®u� Massachuse= ZONING DISTRICT: RD-1 ®���� SETBACKS: FRONT 30' SIDE 10' REAR 10' �1�1, © 2003 The BSC Group, Inc. MINIMUM LOT SIZE: 87,120 S.F. 11 f EXISTING TOTAL LOT AREA: 22232f S.F. a W SCALE: 1" = 20' O 5 10 20 METERS FEMA FLOOD Q ZONE DISTRICT: ZONE "A-13" (EL. 11) I l NOTE: 0 10 20 40 FEET STRUCTURAL ENGINEER TO DESIGN OVERLAY DISTRICT: ZONE II I BREAKOUT PANELS AS REC\vjRED PROJ. MGR.. C. FIELD ell, R PRIOR TO CONSTRUCTION. FIELD: D. GAZZOLO /R. FITZPATRICK CALC./DESIGN: P. HAGIST \l' v V NOTE: DRAWN: P. HAGIST R (`UPI EXISTING 4 BEDROOM TITLE �� �• CHECK: C. FIELD SYSTEM TO REMAIN. REPLACE_ EXISTING SEPTIC TANK AND REPROVE FUPaP CHAMBER. FILE. 8504-EXC.DWG DWG. N0: 5423-01 SHEET 1 OF 1 JOB. NO: 4-8504.00 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL.. NOT TO SCALE LEACHING DETAIL. NOT TO SCALE REVISIONS SOIL TEST PIT DATA: MARCH 28, 2003 N0. DATE DESCRIPTION P-10454 NOT TO SCALE NO. OF OUTLETS : 5 37.5' 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE oc o 0 00 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 o 0 0 0 0 TEST PIT -#J NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 00 GRD. EL. 7.2 REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS 0 0 2.2 2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER NOTES' ° EST. HIGH GW. UNLESS UNDER PAVEMENT, DRIVES OR 5 UNITS o TRAVELED WAYS. WHEREIN H-20 LOADING y;,�„+,q;,�„v,�;. ...,;;,y,;,• 2» PW B 1. DIST. BOX TO WITHSTAND H-10 LOADING 4" PVC o° HIGH DENSITY o 50" 9' SHALL APPLY. -('- T UNLESS UNDER PAVEMENT. DRIVES 0R POLYETHYLENE INFILTRATOR 3050 A / 3. ALL PIPE CONNECTIONS AND CONCRETE T TRAVELED WAYS WHEREIN H-20 LOADING PIPE 00 CONSTRUCTION 51iALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES LOAMY SA D METAL HANDLES BROUGHT SHALL APPLY. o°o 0 0 00 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° l W/ ME 15• 0 00 0 0 0 0 0 000 00 0 0 7.5YR 5� 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 43.2' GENERAL NOTES: HIGH GROUNDWATER COMPUTATION MORTAR. 6" 5.5 OUTLETS • SLOPE OF PIPE EXCEETEE OR BAFFLE FT./FT OR 1. THIS PLAN IS FOR DESIGN AND EL = 6.0 14 BASED ON TIDE & NEARBY WELL) TEE TO BE UNDER 12» IN. PLAN VIEW - LEACHING CHAMBERS TOP OF WALL EL. _ 9.7 CONSTRUCTION OF THE SEWAGE M.H. OPENING C e ,e ee oe ° oe 7- IN PUMPED SYSTEM. OBSERVED HIGH TIDE 2.2 3*» LOAM & SEED DISTURBED AREAS DISPOSAL FACILITY ONLY. 1- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. VERSA-LOK MODULAR 2. ALL CONSTRUCTION METHODS AND OBSERVED WATER IN WELL 2.2 RAISE M.N W�.- 4 BOTTOM ON LEVEL » BOX TO BE LAID LEVEL CONCRETE WALL AS 101_60 ' STABLE BASE 6 MIN, 3 4 TO MATERIALS SHALL CONFORM TO MASS. SEWER BRICK e;. •o.e ::e •: •- 1 1/2" CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE " » SHOWN ON PLAN D.E.P TITLE 5 AND LOCAL BOARD 48" WELL SET AT #1010 CRAIGVILLE BEACH ROAD 10'-0" do MORTAR •d CROSS-SECTION STONE BASE 3 MAX. C MPACTED FILL 36 MAXIMUM 12 M{NIM M » HEIGHT OF WALL OF HEALTH REGULATIONS. NORMAL WATER LEVEL 12 CONSTRUCTION SHALL BE WATERTIGHT. 0 3 LAYER EL = 2.2 = 60" AND ELEVATIONS APPROVED BY THE B.O.H. o 0 0 000 0 0 0000 e ° o ° o ° o pOo ° o 0 0o MAXIMUM.TOWN,t - IN APRIL OF 2002. BASED ON THE HIGHEST .e 3 » 5. FILL ALL UNUSED KNOCKOUT'S WITH MORTAR. _ �_ PEASTONE 3. ALL PIPES LOCATED UNDER PAVEMENT SERVED READINGS 1N A MONTHLY CYCLE. PRECAST SEPTIC TANK "• 10" 14 " 0 8 DENSITY O O p HEIGHT RESTRICT. OR TRAVELED WAY SHALL BE SCHEDULE oe �T . O O Q 40 OR EQUAL EL = 1.2 = 72" INLET TEE 5-1 30 1/2 30 24 Q OO POLYETHYLENE " O O 4. THERE ARE NO KNOWN PRIVATE WELLS EFFEC. cb Q INFILTRATOR 3050 0 p LOCATED WITHIN 150 FT. OF THE 5'-2" 4'-6" 4'-0" MIN. OSED LEACHING FACILITY NOR Wq�1le�aTo ow ro 5'-8" 15 1/2" DEPTH �j0 0 LEACHING O p AN�K OWN WELLS PROPOSED WITHIN C - ? LIQUID DEPTH (a pM e• 1 O 0 CHAMBER 0 XIST GRADE 7.3 150' OF ANY KNOWN LEACHING FACILITY. MEDIUM SAND �/� 5'-8" PRECAST DIST. 2.5Y 6/2 •QT // �. BOX =1129" 3/4 H D STONE 5. WITHIN LIMIT OF EXCAVATION REMOVE INDICATES - iv �~ _ REMOVE "" - �oe''::;:e p'.::e -:: . ': "e:e'�•�ee'�' ':.i UNSUITABLE 29 50 ALL TOPSOIL, SUBSOIL AND OTHER EL = (-2.8) 120 v_ ESTIMATED HIGH 9 IMPERVIOUS MATERIAL ___ SEASONAL °a BOTTOM ON LEVEL STABLE BASE °a MATERIAL FOR PLAN VIEW _ � 7 t/2 � 19' 40ML POLYETHYLENE 6. ORPOTHER CLEAN GRANULAR SOILS D " DATE: GROUND WATER 6" MIN. 3 4" TO ` �' � 5 ALL AROUND - f• -10 MEMBRANE IMPERVIOUS / CROSS-SECTION VIEW PLAN VIEW CROSS SECTION OF CHAMUEQ BREAKOUT BARRIER (TYP) CONFORMING TO THE FOLLOWING 3/28/03 INDICATES 1 1/2" STONE �-...� SIEVE ANALYSIS: TEST BY: OBSERVED GE• 10% (MAX) BY WT. SMALL. THE BSC GROUP, INC. - GROUND WATER i1�, \I� EO PASS No. 50 SIEVE 1> I!/ <10 % OF No. 4 SIEVE SHALL WITNESSED BY: G ,, ,, �-- .� DESIGN CRITERIA: PASS No. 100 SAM WHITZ INDICATES / <5 % OF No. 4 SIEVE SHALL PERC. Q' �, J• �I�1. PERC. RATE: TEST R '` ti' �' DESIGN FLOW: PASS No. Zoo o O� i �I��i N UNIFORMITY COEFFICIENT ® No. 4 -2_MIN./INCH .�pP�, Ik NOTE: 4 BEDROOMS AT110G.P.B./D 440 G.P.D. SIEVE </=6.0 SOIL EVALUATOR INDICATES �C��w ,� .� �1I1. III FACE OF WALL TO BE A 7. EXISTING UTILITIES WHERE SHOWN CRAIG FIELD ® UNSUITABLE O��G 1•• IL o MINIMUM OF 5 FROM IN THE DRAWINGS ARE APPROXIMATE. MATERIAL P w THE PROPERTY LINES. _ SOIL CLASS: ' , WF 4 oY BUFF�� OF REQUIRED SEPTIC TANK: BLE CONTRACTOR PROPERLY LOCATING AND 1 '� WF#13 `" �'""5-"' �1 MPRSN 440 X 200% = 880 GAL. COORDINATING THE PROPOSED CON- 1I i WF12 0 SP CRAIG A. STRUCTION ACTIVITY WITH DIG-SAFE L.T.A.R. EDGE OF SALT MARSH 2 5 FIELD N SEPTIC TANK PROVIDED: = 1500 -GAL. AND THE APPLICABLE UTILITY 0.74 G.P.D. SQ.FT. ILL �''• cp EXISTING 4 BEDROOM No.38039 - COMPANY AND MAINTAINING THE / • / EXISTING UTILITY SYSTEM,IN SERVICE. �- --4-.._ -tT o, N/F 1 STORY '�6'ItS� ,�• DIG-SAFE SHALL BE NOTIFIED PER ul o AGNES H GLANCY & WOOD HOUSE ,"` SIZE OF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTS A M• S CAROLE H. & JAMES L. BOURKE 35 STATUTE CHAPTER 82, SECTION 409 DATUM: WF#11 $ /N/F # DESIGN PERC. RATE. <2 MIN./ INCH AT TEL. 1-888-344-7233. THE -_ ASSESSORS MAP 206 TOF=6.89 ENGINEER DOES NOT GUARANTEE VERTICAL DATUM: N.G.V.D. ROBERT BRADL Y PARCEL 41 TO BE DEMOLISHED LONG TERM APPL. RATE 0,74 G.P.D/S.F. THEIR ACCURACY OR THAT ALL BENCH MARK USED: RM-18 (7.19) CHISELED SQUARE A 5ESSORS M 06 G� UTILITIES PARCEL 31 NEW H-10 _ ARE SHOWN. LOCA110NSA AND STRUCTURES N F J" Z! d 440 GPD + 0,74 GPD/SF - 596 S.F. BENCH MARK SET: CONCRETE BOUND AT WESTERLY SIDE OF PROPERTY 6.01' M.C. CANAVAN &M.H. FITZGERALD 1500 GAL. CB/DISK OFFER / ELEVATIONS OF UNDERGROUND UTILITIES ASSESSORS MAP 206 / TANKC FND MPRc'N 6 .� : = �pE) CONTRACTOR SHALL VERIFY SIZE,TAKEN FROM RECORD PLANS. E PROFILE: NOT TO SCALE PARCEL 40 ...-----�" , sN0 _.--._ . = - IC �� SIZE OF LEACHING FACILITY PROVIDED: pV8` LOCATION AND INVERTS OF UTILITIES a. �`6� I 100 AND STRUCTURES AS REQUIRED PRIOR • �'' �` --- -"" EDGE FP RA'JEIaEiJ=T' USE HIGH DENSITY POLYETHYLENE TO THE START OF CONSTRUCTION. EL.=A FIRST PIPE LENGTH _• :-�" . • - • • 1..� LEACHING CHAMBERS(5 UNITS) 9'X2'X43,B' TOP FOUNDATION - - ROA CONCRETE COVERS TO WITHIN TO BE SET LEVEL c H 8. THIS SYSTEM IS NOT DESIGNED FOR EL.=11.25 " FOR MIN. 2' �.. 8 WAY O BEAC " / • GRINDER. 6 OF FINISHED GRADE. FINISH GRADE 5`�` PA D RIGHf�F T _ _ �• _ R /! ; p X SHOR SIDEWALL - 2(9'+43 2') X 2' =205 8 THE USE OF A GARBAGE E .14 _ , Et_t.. k 'C MP - .- =. IS NOT .O �,J OHW - OHW- �� UPL BOTTOM ��. � 43,�' =3S8,S RECOMMENDED DUEA GARBAGE TO RECOGNIZED 4" PVC SCH 4t3 ry _ - : , �, / 9 _w.. _ -._S _ _ .. _ . �, CIH OH 4 X ADVERSE IMPACTS TO THE LEACHING l " 7 a - :❑ w I PROP 597S.F.PROPOSED o: 4 PV 5 -/ , �l�:.°r CB DISK O FACILITY. SCFI 4b " 4 LEACHING CHAMBER < \ - �g� l �.. 4 PVC SCH - / • . EX /_ - \ LEP EXCAVATION _.�' r -X 0.74 - GPTD/SE, 442GP . 9..EXt1eNG INVERTS ARE_TO BE CHECKED !?Y �I=D i=G : .� B.=7.3 M SEE NOTES', r1� THE CONTRACTOR PRIOR TO CONSTRUCTiO'" H N '•� B DIS �" H WA M X - `Z� p 5 & 6 FzFR�, THE ENGINEER Is TO BE NOTIFIED OF }: = I=E �.,. a' 2•4 I 9• � O M ' R\ ANY FIELD CHANGES THAT MAY BE C 5 OUTLET I F w _x �" ~`'> F`D W 1 'L00 REQUIRED, AFTER NEW FOUNDATION IS SEPTIC TANK DIST. BOX a 5' SEPARATION =-�w Of S 84�29�05" E� O -c► p INSTALLED. a . -� 35.69' ROP SEU CB flIS _ o m m . BIT. FIQ EST. HIGH GROUNDWATER d - DRIVE N/F J zo / ^0 PHILIP C. BATEMAN TR. OVFF� �, ASSESSORS MAP 206 �S� PARCEL 45 LOCUS INFORMATION INVERT ELEVATIONS. �,'( 1 +•p CURRENT OWNER'S: ROBERT BRADLEY BSC G_ PDUP P 1�0 5 I n 1 WATER . WATER GATE �' TITLE REFERENCE: CERT. 124445, 657 Main Street, (RT.28)Unit 6 TOP OF FOUNDATION 12.0 A / o W.Yarmouth MassachuseM 10.04 B 100' l METE ' BOOK 12935 PAGE 117 73 4" INVERT AT BUILDING SALT MARSH BUFFER FNDDH 1 '� � .` ®� 4" INVERT AT SEPTIC TANK (IN) 9.82 C ESV.1 PLAN REFERENCE: L.C. 9288-V (PENDING) 5087788919 N88'10'45"W 43.45' , .'" ARE 4" INVERT AT SEPTIC TANK (OUT) 9.57 D 10, - " 9.41 E V- N F ASSESSORSPARCELS: 30 31,32 PROJECT TITLE: 4 INVERT AT DIST. BOX (IN) - N/F 4 INVERT AT DIST. BOX OUT 9.24 F ROBERT N/F SHED TO BE w, ROBERT BRADLEY " (OUT) � P M MARGARET A. NINE TR. ZONING DISTRICT: RD-1 �+ /•� ASSESSORS MAP 206 RELOCATED o TA 5 ASSE•PARCE SORSM30 AP 206 ASSESSORS MAP 206 SETBACKS: FRONT 30' SEWAGE DISPOSAL INVERTS AT LEACHING FACILITY: PARCEL 32 o EN PARCEL 46 SIDE 10 o , a cE �-...� REAR 10' SYSTEM DESIGN BENCHMARK: w ��'25 q . UPL\•-� MINIMUM LOT SIZE: 87,120 S.F. 4" INVERT AT BEGINNING TOP OF CONC. BOUND 6.�g 3 ��. EXIST. TOTAL LOT AREA: 22,232t S.F. OF LEACHING CHAMBER 9.2 G EL=6.01 (NGVD) � N? O o �7� EXISTING TANK �'QS FEMA FLOOD ELEVATION AT BOTTOM "E q3S) `~- ''� AND PUMP CHAMBER y�G ZONE DISTRICT. ZONE "A-13" (EL. 11) OF LEACHING CHAMBER 7.2 H 50 SALT MARSH BUFFER 19'3 TO BE REMOVED �,c. #35 ,\ N�6 � F� � OVERLAY DISTRICT: ZONE II ADJUSTED HIGH i r- (FIVILY• #23) GROUNDWATER HIGH TIDE 2.2 H N/F ` N/F G ' / ` R'S �� JANE M. WICKERS a' SHORT SHORT BEACH RD. OBSERVED ,� S E E M•SWMAP 206 ASSESSORS MAP 206 JH 0 1.2 J oN LOCUS PLAN N❑ SCALE GROUNDWATER FR N/F 2 PARCEL 9 PARCEL 29 BEACHCENTERVILLE � EDWARD A TELLIER w `� 10, ASSEPARCE SSORSM33 AP 206 2 0_ WF#6 \ '`-'' ,•-0 ` - M ASSACH U SETTS • � o. �� s \ ROAD N VARIANCES REQUESTED: � o � � <� MARSH BUFFEROF PREPARED FOR: WF#1� 4` WF#7 ^ GEORGE MAUTNER NONE: l.J pAVID J. '� � WF#5 �•,, � � RIVER OCC DEVELOPMENT, INC CRISPIN +� CIVIL ,111, �� ' 1287 OLD POST ROAD No.32112 - �1111-E 0 WELL G�N� OR B� MARSTONS MILLS, MA 02648 cell � • LOCUS S EPGN qCy o�S �#2 \ BROp,� Rp DATE: . MAY 21, 2003 `''I/ 8 JOHN J. & ANN/D. PENDERGAS COMP. DESIGN: K. HEALY LA f ASSESSORS MAP 206 CHECK: D. CRISPIN VIEW c o ` ED OF SALT MARSH PARCEL 28 GVILLE BEACH- P L A N VIEW 1 SALT MARSH DRAWN: P. HAGIST • CRA! FIELD: D. GAZZOLO/R. FITZPATRICK SCALE: 1' = 20 FEET �I_L WF#4 WF#9 WF#10 FILE NO. 8504-OPT.DWG �I I, WF#3 �111, ` DWG NO. 5423-02 0 10 20 40 FT. Wi �I, SHEET 1 OF 1 JOB N0. 4-8504.00 DO FKA o-9 pttWa9'Wit Du n"R o"t"c*i,earoea"9"TOM �. DE516N NOTE5: REVISIONS: BY: [0 1] NOTE TO FRAMER-PLEASE BE AWARE THE LAYOUT PROGRAM(BCFRAMER) 12/2 W7 EDJ USED TO GENERATETHI5 DRAWING WILL SOMETIMES OVERLAP STRUCTURAL 0 (,) MEMBER LABELS ON TOP OF EACH OTHER. IF YOU ARE UNABLE TO READ AND/OR UNDERSTAND A MEMBERS LABEL,PLEASE CALL NATIONAL LUMBERS ENGINEERING DEPT, AT(505)339-5020. �r.r err Flocr1Main Al 22 0" IL [021 THE FLOOR SYSTEM ON TH15 PLAN WAS ENGINEERED WITH THE STANDARD 11-718"BC16000s-1.8 SP DE51GN LOAD VALUES FROMTHE COMMONWEALTH OF MA55ACHU5075 16"OCS III start 16"ox.framing here STATE BUILDING CODE(760 CMR-7TH EDITION)OR A5 5HCWN WITHIN THE L48 PLANS. ANY ADDITIONAL LOADS(i.e. GRANITE CCUNTERTOP5,CERAMIC TILE, ETC...)THAT ARE NOT 5PECIFIED WITHIN THE ENGINEERING CALCULATIONS W T OR PLANS MAY REQUIRE RE-ENGINEERING OF STRUCTURAL MEMBER(5)BY ---- ,, ! NATIONAL LUMBER5 ENGINEERING DEPARTMENT. [03] NATIONAL LUMBER CO.WILL MEET OR EXCEED ANY STRUCTURAL MEMBERS (i.e.J015T5,BEAMS AND 5UPPORTING MEM5ER5)DE51GNED BY AN OUTSIDE ARCHITECT OR ENGINEER A5 5HOWN ON THE CONSTRUCTION DOCUMENTS. (041 REFERENCE ENGINEERED WOOD PRODUCTS(i.e.I-JOISTS, LVL5,RIM BOARDS, VER5A-LAM COWMN5,ETC...)MANUFACI"URE5 5PEQFIER GUIDE AND/OR INSTALLATION GUIDE(PROVIDED SYNATIONALLUMBER ATTiME OF DELIVERI� FOR ADDITIONAL INSTALLATION DETAILS,TABLE5 AND/OR RECOMMENDATIONS, m I I ' LOAD BEARING WALL ABOVE (PROVIDE I i V I ; j i III i} ��-� ��] IF ONE 15 NOT AVAILABLE PLEASE CALL NATIONAL LUMBER ENGINEERING WOOD , BLOCKING WITH OR WITHOUT WALL ABOVE) PRODUCTS DEPARTMENT AT(505)339-5020 FOR A COPY. ! I I I I-JOIST BLOCKING PANEL, USE I ! 3u (10d) NAILS AT 6' O.C. Of,A,4: I, e;- S BLOCKING PANEL (lbs/ft) } 1 j I I { I` 1! ; SPECIAL FR�4MIN6 NOTES. a� LA'NF..LNCE S. MAXIMUM VERTICAL LOAD , j I ;; I+' I f 1 f I I (O I] ALL 2 AND 3-PLYLVLBEAM5 SHALL BE NAILED TOGETHER-WITH 16d 51NK1 R �^ `rn I III .�%f •%/f�� TRANSFER I j j( I I i I I I { 1 I j { NAILS,UNLESS NOTED OTHERWISE C71J THE BEAMS ENGINEERING CALCULATION G Qr - I, 1! li JOIST DEPTH lbs/ft { t 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 11 DESIGN REPORT,SEE DESIGN REPORT FOR CONNECTION DIAGRAM. J'l4G 9 --- - -- -- --- -__---+ i I' I I! I" ii II i! !{ I II i / Sys s 1/2r 2200 1 l i 1 I I h i 11 7N 1900 13 [02] ALL 4-PLY LVL BEAMS SHALL BE SCREWED TOGETHER WITH 51MP50IJ 5D3UP 01`�CG STE��'�Z' 1/4 X 6 WOOD 5CREW5 r I( I I ( 1 {il' F� A5 SPECIFIED ON THE BEAMS ENGINEERING CALCULATION 5 r tar3 IBMI' I I: I i I S=ONAL I 11b" DE 1100 SIGN REPORT. ( i ! SE4RING WALL OR BEAM BELOW [031 JOISTS MAYBE MOVED UP TO 3"IN EITHER DIRECTION BUT 5HALL NOT EXCEED 01 THE SPECIFIED ON CENTER SPACING BY MORE THEN 3"BETWEEN ADJACENT NOTES I i 1 I( ( j I ! 1 i JOI5T5AND/CR5EAM5. a. Blocking panels are to be used in dry conditions only. 7'3-112" i j ��� l 1 8' " b. Blocking panels arc to be in full contact with upper floor and lower wall plates_ I I I 1041 SEE FOUNDATICN PLAN FOR LALLY COLUMN LOCATTON5, c. Blocking panels must be odeWotely des[gned to act as a load transfer point for P4;UP 13 _ gravity loads from floor and roof above. Cz�l\ I{g H6 H6 r T I�6 H6 H6 H6 r - !�B H6 H6 H6 H6 z d. Use 3' (10d) nails at 6' o-c- for blocking panels. --------- =s 4:UP 81 e. See table for maximum vertical load transfer per joist depth. i -;—,--- - - i W. ; ' - ... "� ] DE516N LIVE LOADS � to t f. PmWe a minimum 1 1/2' surface" baring. ; I6 �r—�r—�— _ M5. ......... H6 H6 Hs lf' FE T 1 1B1 1 hls H6 H6 H6 Q C� Q _ - NON SLEEPING ROOMS: 40 PSF BLOCKING PANELS AT INTERIOR BEARING j I 1:DN(8'] P1:DN(8' ', !i j !` SLEEPING ROOMS: ................. 30 PSF Q U— { { y, I 1 ,I I �\ ATTICS: .. ............................ 20 PSF }- DI N.T.S. ! I j I{ \ DECKS, BALCONIES, ETC.: ......60 PSI` (S) (S) ¢ (� a I! 1i �� �! �� ;I ❑ Q oC �I f 1 I U l� Q 6 6 6 6 6 6 6 6 d B 6 6tu 1 ;j �I li ii ll I� II II (I ) 7` \ 13 �.� P05TS AND COLUMNS � � � u6__I 1 � I P4,UP[2B2] P10:UP[2EM tu I I-2 I/2" 8d NAIL FOR EACH JOIST r2B P1:DN(8'] - - "- 8 ] P 1: 3 I J2" DIA. LALLY COLUMN (GONG. FILLED) _ FLANGE ( ) \ 1 B2 P1:DN(8} HB H6 H5 H6! H6 1 H6 H6 9 U 1- --�i. I r y I 13 _ P2: 4" DIA., 16GA LALLY COLUMN(GONG. FILLED) Z UJ lJ j i" _ ® i 10(2] i ® ! -- �� P3: 2-2"x 4"(#2+BTR) KD S-P-F P05T Q O m H6 HS 1!}16 M 1 H6 f-16 H6 H6 H6 }B I f-6 H6 H6 I 1 i ii I 1{ P4: 3 2"x 4"(#2+BTR) KD 5-P-F P05T D ❑ Q- �' P5: 4- 2"x 4"(#2+BTR) KD 5-P-F P05T Q ~ to NAIL EACH SIDE WITH i} {! I I I I I I } — } \tl:DN(W) ( { j l i 13 tLS z PG: 2-2"x 6"(#2+BTR)KD S-P-F POST CL (S) OC L I I-3 (lOd) NAIL ! }i 1 j P7: 3- 2"x G'(#2+BTR) KD 5-P-F POST 1— 1 7'3-112" 6 8' 6 8" 6'4-IQ" I 1 I III I} ( �I ] to Z i i { 1 I P8: 4- 2"x G'(#2+BTR) KD 5-P-F POST a Q P6:UP B4 1L4 f P9: 4"x 4"(5TD+BTR) DOUG FIR P05T Z ❑ LLS U d P 1 0: 4"x G"(#2+BTR)DOUG FIR P05T LLS -; MINIMUM 1 1/2" BEARINf. LENGTH AT I I ;I I ( 1 ! I I I ( I f j j !I IU ~ FLOOR AND ROOF DETAILS 11 I { f I 1 I !! i 1 I i, !( I ! ! I ;i I {i I �,- P I I: 6"x 6"(#2+BTR)DOUG FIR P05T ❑ Q T- ALL d + j I i P 1 2: 3 112"x 3 1/2'VERSA-LAM P05T } N_ j I s 1 f PIS: 3 IJ2"x 5 I14"VERSA-LAM P05T Q ❑ � p� D2 P14: 3 /2'x7'VERSA-LAM POST OL Q O Q CZ P 1 5: 5 1/4'x 5 1/4'VERSA-LAM P05T a Z P 16: 5 1/4"x 7"VERSA-LAM P05T to U-3 Z =J � z P 1 7: 3"SCH 40 PIPE STEEL C d _ � � z P 15: 3 112'SCH 40 PIPE STEEL (� NOTES. nails at least 1 1/ " from ends to avo� s lilt flaw. j 2 / i% (f� Lu O z { a. Start to s as 4 fr p ng au{e I 2 2 2 2 2 /� �f P 19: 4"SCH 40 PIPE STEEL Z 1i! Lis b Driven nails at an angle to prevent splitting of bearing plate. I}2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ! i /• �� P6:UP[2B4] C� �y }- ___ ..._: n; l i I l l I P20: 3"x 3"x 1 J4"TUBE STEEL Q }- I I' I. /f/ j�/ �/,r' ;., P21 : 3 I/2"x3 IJ2 x I/4"TUBE STEEL ❑ � � ❑ 12t2a f % z us oC { k E +; / P22: 4"x 4 x I J4"TUBE STEEL � � � � D2 JOIST ATTACHMENT AN ENDS I i{ I ` 11 } I I I ( ; I !{ I i I! i I I 4/ // / /' f O ❑ I -- S. I! ; I� ►� ,I '� �I 3 UJ o z Q o 1 MAXIMUM 4400 lbs/ft VERTICAL LOAF l 15t door Deck II i! 11 �! !� II � �! �: y I � 3' ! / ,% �` ;� � � � o j TRANSFER CAPACITY. j 1 I( (} } I { + l I I{ I 3/ / f�ti- _ �_ / Pramin Schedule - Nominallzed I ! it ' �/ �� i/' ..-P7: uP[2B7] `� I= Q z 0 s� P4:UP Ta Qt De5cr1 tlon Len th \4 I / g p P8:UP(3B1] / // 3 7 ' j r 11- lFs .a-1.8 SP .1R " Floorl Main A2 6 t ! 11-718"BCI 6000s-1.8 SP 13, / J+}S 1.$SP 1.;; ... /i 3'. - `;; 16"OCS►►r ' /� �/z1 ,f-P7.UP[3B4] r 1 a �1-2 1/2" (86) NAIL FOR EACH JOIST 1 L52 ji �, 13 ;� - '1- J�3`��. -1rs-1 8 `'P I 1 I i FLANS 4 1 11-7/8"BO11,60OOs-1.8 SP 10 w ! D3 i I TOE NAIL RIM BOARD TO PLATES WITH l FOUNDATION OR I n n 2 112 (8d) NAILS AT b O.C, OR WITH I STUD WALL 3 1/2" (16d) NAILS AT 12" O.C- = 1 €- /8" C I 6000s-1.$SP 8' 6 13 11-7/8"BGf F,6000s-1.8 SP ? 0, � p vs �„ i -0-P7:UP[384] 'a� 1 7/B"B I',r;'BI DDS-1.B SP ; NOTES_ I a- Dimension lumber is not suitable for use as a rim board in engexered .foist Q 8 2 11-718'"BC1�'' 6000s-1.8 SP 4'0" �.• mm floor SySt4'Y15, r� e_ b. Install rim board to fully bear on wall plate and toe nail to plates per detail c. Rim board is to be full height of joist P7:UP C1�7-�► ?1-7/8"'Bt ! 6t700s-1.8 SP -0" a d. Rim board is on integral part of the floor diaphragm rewired to resist wind p`� sLiz -- L...,.and seismic loads-_-__`- _ 10 2 1-3/4'x 11-7/8"VERSA-LAM®2.0 3100 SP 2T 0" -es RIM BOARD PERPENDICULAR TO JOISTS 11 2 1-3/4"x 11-7/8"VERSA-IAM(5 2.0 3100 SP 22'0" D3 N.T.S. 12 2 1-3/4"x 11-7/8"VE RSA-LAM®2.0 3100 SP 6'0" MAXIMUM 444n Tbs/ft VERTICAL LOAD !3 TL 1.118.:x 1 1 7'8 BC f�lf<"n, BOARDT'" 65B ;so I TRANSFER CAPACITY. ILhU UP I R 1----- INSTALL I-JOIST AGAINST RIM Q CR BOARD FOR PARALLEL WALLS I Sp�p k'. W ALL TOE NAIL RIM BOARD TO PLATES W/ � Q ALL I 2 I/2' (8d) NAILS AT 6" O.C, OR W/ L LL NOTES: 3 1/2' (16d) NAILS AT 12" O.C- i4.1 a. Dimension lumber is not suitable for use as a rim board in engineered Joist Z floor systems. j PT:UP[xe6j_ U 0 b. Install rim board to fully baw on wall plate aid toe nail to plates per detail. c. Rim board is to be full height of joist d. Rim board is an integral part of the floor diaphragm required to resist u!"�d j i and seismic loads I O .__.__.... ..__._.._.__...__..__... ..__..__. ._...__.__. .......__-_.__......._... _..._—._..___.__� L o � D4 RIM BOARD PARALLEL TO JOISTS Q] IL- N.T.S. _ - First Floor Framing Plan = _ Multiple Member Beams I I - } >n ! ��Il = 1-011 i I ( PROVIDE BLOCKING PANEL 15t floor hangers ! Side Loaded Connection - 1 3/4" Versa-Lem Nast Patton ! ! l l`, OVER BEAM TYPICAL 1 n (OTNER 5TAGGERED PATTERNS I I 12 o.c- 16d COMMON NAILS 3 PLIES - NAIL ; " AS APPROVED BY ENGINEER 15 j ' Acce55ory Schedule I ± REGOMMENpEp, / , ' SILL PLATES PER PLAN, ( ) TH SIDES TYPICAL ACCEPTABLE)' SET ON SILL SEALANT - --"-- _ 4" Tag Qty Manufacturer Product De5crlption Noihng Pattern SEE CT-TART ON BO , MMN. MINIMUM 1/2' AIR GAP i I i I i I ' e BETWEEN CONCRETE AND H6 61 Simpson Strong-Tie Inc. IUS2.37/11.88 Face Mount* Face Nail: 1010d;Joist Nail:2 teardrop I I I 11-1/2" mix., BEAM ALL SIDES r - ` : �- 2-1/2 MIN. y `'' s H8 3 Simpson Strong-Tie Inc. SUR13510/12 2-5(16 x 11-7/8 to 14 Skewed Right 45' Face Mount* (notes 1) Face Nail: 1410d;Joist Nail:6 10d x 1-1/2" ` l 2-1/2 MIN. L-� n 1-I/2' MIN. •. LVL BEAM PER STRUCTURAL _. PLANS NUMBER OF PLIES Notes: MAXIMUM UNIFORM LOAD 1 i _SPACNG_ SPACING END OF dERI�& MAT VART lbs. PER LINEAL FEET) --- xNf- Of ( ) I I SIMPSON HANGER 4p MIN. - 24' MAX. 4 MIN. - 24" MAX. MEMBER i 1 Y D�T �I VSEE NOTP G 1.Web stiffener required. BC FRAMER® E MEMBERS i 2-fa0Ws 3-ROWS _ ! i ���A�� ( SCALE: 1/4" = 1 '-0" 2 620 7W I i f V A 390 - -b85-i' I I NOT£5: j ! ; a. All bream pockets to be a minimum of 4 1/2' deep (u.o n.) i DATE: 9!I I/2007 NOTES` b. Provide a minimum 1/2' air gap around bean. a. Nail pattern for 3 - piece member must occur on both sides ! ( N I fb. Haul values be increased b IbX for snow - load roofs aid b 25� far ! c. Bean to sit on a 2 by pressure treated block a• 114 steel plate, cut to fit, BY: BW/EJ non-snow, roofs whore building code allows. y NOTES- I on a bed of high density concrete. 2 and 3 ply members use 114' x b" x b" c, Verify nail pattern ninth members engineering report, if different, engineering a, Verify screw pattern with members cngrroer ng report if different engineering steel plate 4 ply members use 1/4 x 6 x 8 steel plate report will supersede this detail. report will supersede this detail. d. Beams to have a minimum surface bearing of 4". FILE: 070901 8.bcf - -- -- - ._._. ... - - -._ MULTIPLE MEMBER CONNECTION NAILING PATTERN SIDE LOAD) SCREW SPACING REQUIREMENTS FOUNDATION BEAM POCKET IN5TALLATION SETDWG: N I S....SDS N.T.S. N D5 N.T.S. .T.S. SHEET: I / 3 ,[W-4141QUari rlt6i l l+oTp9n q[} \oin 3JeR07iaAB�F'ublic SubmissionslConstruction Documents\ELPN0709018 MA 12-2-08.pdf Do not mg pmt gpmt pi ge ao not c U.ks...°.ugs.ppmt D SIGN NOTES: REVISIONS: BY: D4 [Oil T PROGRAM(13CFRAMEP-) U55EED TO FRAMER -PLEANE BE AWARE H IJ TO ENEP ETHI5 DRAWING WILL50METI E5 OVERLAP STRUCTURAL 12/2007 EDJ O (� MEMBER LABEL5 ON TOP OF EACH OTHER. IF YOU ARE UNABLE TO READ AND/OR UNDERSTAND A MEMBERS LABEL,PLEASE CALL NATIONAL LUMBERS ENGINEERING DEPT. AT(505)339-5020, rroaso ---- - -- --- [021 THE FLOOR 5YSTEM ON THIS PLAN WA5 ENGINEERED WITH THE STANDARD 15-- DENGN LOAD VALUES FROM THE COMMONWEALTH OF MA55ACHU5ETT5 -- -- STATE BUILDING CODE(750 CMR-7rH EDMION)OR,A5 SHCWN WITHIN THE PLANS. ANY ADDITIONAL LOADS(i,e. GRANITE CCUNTERTOP5,CERAMIC TILE, start 16"ox.framing here ETC...)THAT ARE NOT SPECIFIED WITHIN THE ENGINEERING CALCULAT10N5 OR PLANS MAY REQUIRE RE-ENGINEERING OF 5TRUCTURAL MEM5ER(5)BY Floot2Main Al NATIONAL LUMBERS ENGINEERING DEPARTMENT. -- 95__ --11-7f8"BCl90s-2.0 Sir 16"OCS= [031 NATIONAL LUMBER CO.WILL MEET OR EXCEED ANY STRUCTURAL MEMBERS L53 (i.e.J015T5,BEAM5 AND 5UPPOKTING MEMBERS)DESIGNED BY AN OUTSIDE ARCHITECT OR ENGINEER A5 5HO6VN ON THE CON5TRUCTICN DOCUMENTS. 15 _0 _P7:DIN z a IIL [041 REFERENCE ENGINEERED WOOD PRODUCT5(i.e. I-JO5T5, LVL5,RIM BOARDS, 23 _ VER5A-LAM COWMN5,ETC...)MANUFACTURE5 5PEQFIER GUIDE ANDIOR ".S IN5TALLATION GUIDE(PROVIDED BY NATIONAL LUMBER AT TIME OF DELIVER1r) FOR ADDITIONAL IN5TALLATION DETAL5,TADLE5 AND/CR RECOMMENDATION5. _15- _ - -__ �7 IF ONE 15 NOT AVAILABLE PLEASE CALL NATIONAL LUMBER ENGINEERING WOOD LOAD BEARING WALL ABOVE (PROVIDE 1-Dropped{3}BLOCKING WITH OR WITHOUT WALL ABOVE) PRODUCTS DEPARTMENT AT(505)339-8020 FOR A COPY. 15 _ v I BLOCKING PANEL, USE ! le J 3" (10d) NAILS AT 6" O.C. 15 23 a p�r!Of 1,44S �. - ✓;� BLOCKING PANEL (lbs/ft) SPECIAL FRAMING NOTES off, LA'�u'1. NCE a MAXIMUM VERTICAL LOAD 15 +-� g \\ i ALL 2 AND 3 PLYLVLBEAMS SHALL BE NAILED TOGETHER WITH 16d SINKER m TRANSFER - O i] NAILS,UNLE55 NOTED OTHERWI5E ON THE BEAMS ENGINEERING CALCULATION S COT AL Vn JOIST DEPTH lbs/ft i ( Y DESIGN REPORT,NEE DENIGN REPORT FOR CONNECTION DIAGRAM.all �} 10000 � _ � [02] ALL 4-PLYLVLBEAMS SHALL BE SCR REWED TOGETHE WITH 51MPNGiJ 5D5 p �`G/,F�R``JN``4 14' Iwo 15 0 1/4 X 6 WOOD 5CREW5 AS SPECIFIED CN THE BEAMS ENGINEERING CALCULATION C`S!ONAL [: 16, 1100 6'3" 7'4" w DESIGN REPORT, F BEARING WALL OR BEAM BELOW j 15 W 01/ 8 [03] JO5T5 MAYBE MOVED UP TO 3"IN EITHER DIRECTION BUT SHALL NOT EXCEED - - ------- THE SPECIFIED ON CENTER SPACING BY MORE THEN 3"BETWEEN ADJACENT ----15- ------- _- --- � JO5T5 AND/OR BEAMS. NOTES: P4:DN-,.- -16(2) a. Blocking panels are to be used in dry conditions only. P4:DN� b. Blacking panels are to be in full contact with upper floor and lower wall plates Hs Hs Hs ,,HB I•HB H3 F15 [041 SEE FOUNDATION PLAN FOR LALLY COLUMN LOCATION5. c. Blocking panels must be adequately designed to act as a load transfer point for I I I gravity loads from floor and roof above. z i I I - I! C a d. Use 3" (10d) nails at 6" o_c_ for blocking panels. ` - - - e. See tab le for maximum vertical load transfer per joist depth. D I !I -� O LLS ! f^= _ ESIGN LIVE LOADS I V f. Provide a minimum 1 IJ2' surface erd bearing. I 19 D3 D2 Q O 7 ( i i! A3-1 il'::M __ _ 4 ._ _.__._ .. ___ `, NON-SLEEPING ROOMS: ......... 40 P5F ❑ Floar2Main A5 23 O LJ Q 2B8-!e 11-718"BC160Ws-1ASP SLEEPING ROOMS: 30 PSI` Q -, z BLOCKING PANELS AT INTERIOR BEARING ' !i H5 16"OCS= ATTICS: ............................... 20 P5F }- U_ DI ------_-__-�-_=--__ - _ ►1-5 (Sl N.T.S. 1: ----- L61 282 I; •�{1Q,}��]� �•��� DECKS, BALCONIES, EfC.: ......60 PSF � � � d ! �l P4:DIN P10:DIN{10'} � 283 ��. 88:DN __.._ __.___-- _-.__._.. ___ (H6 H6 H6 Hs His 2 UJ ❑ ❑ p/ P4:DN ---- �FD 17{3} ,, = i =-. 23--- _:! -�►� 19{2} -- - -- 11S I i i l Hs Hs Hs Hs Hs Hs Hs Hs Hs H6 l i POSTS AND COLUMNS Hs Hs Hs Hs Hs I-2 I/2" 8d NAIL FOR EACH JOIST i I i I ,, I Z � Q ! ( ) I I ( ! � P I: 3 I/2" DIA. LALLY COLUMN (GONG. FILLED) I I (S7 ! 23 I I � � � � I � 1- )-- FLANGE i ! ! { 1 �) �) I Z + U-3 (lC I � ''{ P2: 4" DIA., 16GA LALLY COLUMN (GONG. FILLED) Q rJ 11 P3. 2- 2"x 4"(#2+BTR) KID 5-P-F POST - a P&ON O I P4: 3- 2"x 4"(#2+BTR) KID 5-P-F POST ❑ P5: 4- 2"x 4'(#2+BTR)KID S-P-F P05T Q to NAIL FACIA SIDE WITH ! i I ~ " T ! ( Floor2Main A3 ! I 1' i i ! l 1 LL! z Q I 1-3 (10d) NAIL { ( I (I i 11 718"BC1 WWs-1.8 SP': I I I, i I i I i 'i I 1 I I �, 10 �. P6: 2- 2"x 6"(#2+BTR)KID S-P-F POST Q tS] 1 / [Ly 16"OCS III I I I I I ! (! ! / P7: 3- 2"x 6"(#2+BTR) KD 5-P-F POST O 1L ! P& 4- 2 x 6 (#2+BTR) KD 5-P-F P05T z Q ! L59 �� �I � � ! i I /` ;i � " � O oC ! i !r H4' \. P9: 4'x 4"(5TD+BTR) DOUG FIR P05T z 9. F P 10: 4'x 6'(#2+BTR) DOUG FIR POST LLS Q ❑ O 1 t } I ! I I i I I! %✓ r i - tu MINIMUM 1 1/2" 13EARING LENGTH AT j ( I i I I ! I I ; f I !` II i I ! Jl- rf,. 18{2} P I 1: 6"x G"(#2+BTR) DOUG FIR P05T ❑ a C] Q ! ALL FLOOR AND ROOF DE?AILS ! I I fI (! I I I I I, I i I I I I S" // % P 1 2: 3 1/2"x 3 112"VERSA-LAM POST > h_f I P 13: 3 1/2"x 5 1/4"VERSA-LAM POST O [� P14: 3 1/2'x7"VERSA-LAM P05T nC U Q O 1 1 1l 1 1i 11 1I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1( 1, ! f HI P6:ON " CL pI Q � _ P 1 5: 5 1/4 x 5 14'VERSA-LAM P05T I !} i i I j i t j! I j( I l I I t i l I I i !. / /✓ ✓ f % r J P 16: 5 1/4"x 7"VERSA-LAM POST � U z 1L z I I P 1 7:3 SCH 40 PIPE STEEL / / rN - / oOz I ! ! , 47 // P I B: 3 12'SCH 40 PIPE STEEL d - � � NQtES: � !� �l �S �, i j i � �' I � � �� I i ( � � II! f /� �- �\ I C� sL LtC a. Start resits at least 1 1/4 from ends to avoid splitting f ( I I # i I i ! I I I i °✓ / 7 ` u P 19: 4"5CH 40 PIPE STEEL z oC Lt! b. Driven nails at a, ar,a� to r splitting i i I I i �' c� LLs „ m Q ii I I P20: 3'x 3"x I/4"TUBE STEEL ------ _.. z ,� - P2 I : 3 I/2"x 3 I/2"x I/4'TUBE STEEL ❑ z O ❑ � ✓f / P22: 4 x 4 x I/4"TUBE STEEL to JOIST ATTACHMENT AT ENDS t {±{( I (( {{ I I / 3% / /// `� CL DP N.T.S. ! { I ( I I I ! i I I I 1 / i' i !`�� 2B7 �_P7:DIN ❑ `� i 3 ✓, /I H7 Q } 1- PC \ tu (z I MAXIMUM 4400 1bs/ft VERTICAL LOAD -1 H7' ,H7 2nd Floor Deck (Sj O = O 8 d- ❑ I- pC TRANSFER CAPACITY. PB:UPlON(�1 3 8 -tp \ Framing Schedule - Nominolized Z tt_ z Q (� 1 ~ start 16"ox.framing here \� ✓ � ~ O Q � � P7.�[3Ba] Tag Oty Description Length \ ` -7/8"BCt',F>600G� I_6 ._ 11-7/8"BCVii 6000s-1.8 1. Floor2Main A4 \ " ei --1-2 1/2" (8d) NAIL FOR EACH JOIST I 4 � ` 14 74 �� 11-7l8 BC 6000s-1.8 SP FLANGE 11.718"BCI 6000s-1.8 SP 1s"ocs m 11-7• "8C1 6000s-1.8 SP 10'0 L60 �ia I 2a 1a �,\ FOUNDATION OR TOE NAIL RIM BOARD TO PLATES WITH 20M 14 `�-P7:DN � 2 1/2 (8d) NAILS AT b O.G. OR WITH j 14 P7:lJP[3B4] 1 ' BCIt�',6000s-1.8 S 9101, 13 STUD WALL 3 1/2" (16d) NAILS AT 12" O.G. 13 \, i 11- 1 b 6000s-1.8 SP 8'0" p P7:DN_ft,: 13 I NOTES: 12 13 2 \ 7 11-7/8"BCI' 6000s 1.$SP 7'0" 41 ? a. Dimension lumber is not suitable for use as a rim board in engineered ,foist 12 13 O ' floor systems. 12 13 8 11-7/8"BCI�6000s-.1.8 SP 6101, b. Install rim board to fully bear an wall plate and toe nail to plates per detail. 12 13 v l c. Rim board is to be full height of joist 12 �` 9 i-7/8"BCKO 6000s-1.8 SIP 4'r'' 4 l d. Rim board is on integral part of the floor diaphragm reavired to resist wind \ `s and setsmwc toads P7:UP[3B31-; 12 10 1 11-718"BU 6000s-1.8 SP 3'0" 'sue ME �\ 1' 1 11-7/R"PCJX 600Q,s_l.8 SP 1`0" c D3 RIM BOARD PERPENDICULAR TO JOISTS ; Mn. N.T.S. 285 21 '12 7 14" BCIG,60s-2.0 SP 24'0" a`s MAXIMUM 4400 lbs/ft VERTICAL LOAD I \\ � TRANSFER CAPACITY. LAJ � 13 7 14" BUD 60s-2.0 SP 20 0" ! 14 5 14" BCI F 60s-2A SP 19,0" PT:UP[3B3]_� Floor2Main A2 14"18c1�s io SP 15 14 11-7/8"BUD 90S-2.0 SP 22'0" 1` �`\ ! L 16 2 1-3/4"x 11-7/8"VERSA LAM(D2.0 3100 SP 22'0" a 17 3 1-3/4"x 11-7/8"VERSA LAM(D 2.0 3100 SP 13'0" 18 2 1-3l4"x 11-7/8"VERSA-LAMS 2.0 3100 SP 12'0" =24 " " - INSTALL I-JOIST AGAINST RIM + 19 3 1-314 x 11-7/8 VERSA-LAMCi 2.0 3100 SP 7'0 D .... BOARD FOR PARALLEL WALLS " " Q OR qTl 20 2 1-3/4 x 14 VERSA-LAM®2.0 3100 SP 20 0" z PY:STup ►vA�l� TOE NAIL RIM BOARD TO PLATES W/ � l� 2 I/2" (8d) NAILS AT 6" O.C. OR W/ 21 3 1-314'x 14"VE RSA-LAM®2.0 3100 SP 17'0" i1 f NOTES: 3 1/2' (16d) NAILS AT 12' O.C. 24` U 22 2 1-314"x 14"VERSA-LAMED 2.0 3100 SP 6'0" z a. D•rnension lumber is not suitable for use os a rim board in engineered Joist floor systems- W��startl6"o-e.fnminylan 1-1/$"x 11-718" BC RIM BED.ARD`"' CSB U U b. Install rim board to fully bear on wall plate and toe nail to plates per detail, c. Rim boil is to be full height of joist 1-V8":x 14" BC RIM BOARD'"' zJSB � � � � d. Rim board is an ntegral part of the floor diaphragm required to resist mind aril seismic loads {� O L - - econd Floor framing Plan U_ m D4 RIM BOARD PARALLEL TO JOISTS N.T.S. 11 1 11 d !/� - 1 -Q 2nd Floor Hangers 0 z0 Multiple Member Beamsin Accessory Schedule Side Loaded Connection - 1 3/4" Versa-Lmn Nail Pattern PROVIDE BLOCKING PANEL 1 OVER BEAM, TYPICAL Tag Oty Manufacturer Product Description Nailing Pattern " ( (OTHER 5TAGGERED PATTERNS _.._12_°.c. 16d COMMON NAILS 3 PLIES - NAIL ! " AS APPROVED BY ENGINEER 15 I i. i I ± RECOMMENDED / SILL PLATES PER PLAN (SEE CHART) ON BOTH SIDES ; TYPICAL ACCEPTABLE) �s f SET ON SILL SEALANT , H2 1 Simpson Strong-Tie Inc. HHUS410 3-1/2 x 9-1/4 to 20 Face Mount* Face Nail:30 10d;Joist Nail: 10 10d 4' r--j �- f11N H3 2 Simpson Strong-Tie Inc. HUS1.81/10 1 3J4 x 9.1/2 to 20 Face Mount* Face Nail:30 10d;Joist Nail: 10 10d . = MINIMUM 1/2" AIR Cv4P 4 S Inc. 2 37/11 88 F Nail: F BETWEEN CONCRETE AND Simpson Strong-Tie drop BEAM ALL SIDES H 8 S n tr nc. 1 ace ai•2 10d•T Nail:410d•Joist Nail: 2 tear 2-1/2 MIN. t * ". !---------r- i 1 I- - 2-t/2' MIN- H5 5 Simpson Strong-Tie Inc. IUS2.37/11.88 Face Mount Face Nail:1010dx 1-1/2 , Jost Nail2 tear drop _ I r - �� LVL BEAM PER STRUCTURAL - 1-I/2" MIN.' --__-- I }: PLANS, NUMBER OF PLIES H6 25 Simpson Strom Tie Inc. IUS2.37/11.88 Face Mount* Face Nail: 10 10d;Joist Nail: 2 teardrop( --_ l MAXIMUM UNIFORM LOAD I SPAGNG r SPACING END OF ! I �!(�� MAY VARY Strong BC FRAMER{ G -- 51MPSON HANGERMIN. -24 T1AX. A MIN. - 2A" MAX. MEMBER I Y �I SEE NOTE 'C' NUMBER OF (lbs, PER LINEAL FEET) H7 5 Simpson Strong-Tie Inc. IUS2.37/14 Face Mount* Face Nail: 12 10d;Joist Nail: 2 teardrop L MEMBERS I 2-R1IMS a 3-R6W I AT " - e _T__ ___-._ _ I �t0 SCALE: t/4 - I -0" Notes: NOTES: DATE: 9/1 1/2007 j a. All beam pockets to be a minimum of 4 1/2" deep (u.on.) 1.Web stiffener required. NOTES. I b. Provide ra minimum 112' err gap around beam. a. Nail pattern for 3 - piece member must occur on both sides l i p c. Beam to sit on a 2 by pressure treated block or 1/4" steel plate, cut to fit, BY: BW/E.J I b- Na+l values may be increased by 15% for snow - lad roofs and by 25% for I " r „ I non-snow rioofs where building code allows. NOTES: on a bad of tigh density concrete- 2 and 3 ply members use 1/4 x 5 x b c. Verify nail pattern with members engineering report, if different, engineering a. Verify screw pattern with members engineering report if different engineering i steel plate d ply members use 1/4" x 6" x 8' steel plate FILE: 0709018.bcf I report will supersede this detail. report will supersede this detail. ( d. Beams to have a minimum surface bearing of 4". ; MULTIPLE MEMBER CONNECTION NAILING PATTERN (SIDE LOAD) IN5TALLAT1014 5ET DWG: N2 D5 D6 SDS SCREW SPACING REQUIREMENTS D7 FOUNDATION BEAM POCKET N.T.S. N.T.S. N.T.S. SHEET: 213 AcW-AMUnei nmw111tvn\nr"nn\oin_-nkA07A%A3\Pubhc Submissions\Construction Documents\ELP\0709018 MA 12-2-08.pdf DESIGN NOTE5: REMSIONS: BY: [Oil NOTE TO FRAMER-PLEASE 15E AWARE THE LAYOUT PROGRAM(BCFRAMER) U5ED TO GENERATETHIS DRAWING WILL 50MEnME5 OVERLAP STRUCTURAL 1 2/2G)07 EDJ MEMBER LABELS ON TOP OF EACH OTHER. IF YOU ARE UNABLETO READ Donor la,ya"tnymp aye -- AND/OR UNDERSTAND A MEMBERS LABEL,PLEASE CALL NATIONAL LUMBERS a r,eG. 0o not atld"S i—beang"ippwt ENGINEERING DEPT. AT(505)339-8020. I [O21 THE FLOOR TH15 PLAN WAS ENGINEERED O DE5!GNLOAD VAWE5 FROMT E COMMONWEALTH CF MA55ACHU5E75 5TATE BUILDING CODE(750 CMR-7TH EDITION)OR AS SHOWN WITHIN THE PLANS. ANY ADDITIONAL LOAD5(i.e. GRANITE COUNTERTOP5,CERAMIC TILE, ETC...)THAT ARE NOT5PECIFIED WITHIN THE ENGINEERING CALCULATIONS OR PLAN5 MAY REQUIRE RE-ENGINEERING OF STRUCTURAL MEM5ER(5)BY NATIONAL LUMBERS ENGINEERING DEPARTMENT. [031 NATIONAL LUMBER CO.WILL MEET OR EXCEED ANY5TRUCTURAL MEMBERS (i.e.JOISTS,5EAM5 AND SUPPORTING MEMBERS)DE51G14ED BY AN OUTSIDE ARCHITECT OR ENGINEER A5 5HOWN ON THE CONSTRUCTION DOCUMENT5. 1041 REFERENCE ENGINEERED WOOD PRODUCT5(,.e.I-JOI5T5, LVL5,RIM BOARDS, VERSA-LAM COWMN5,ETC...)MANUFACTURES SPECIFIER GUIDE AND/OR INSTALLATION GUIDE(PROVIDED 15YNATIONAL LUMBER ATTIME OF DELIVERY) FOR ADDITION AL INSTALLATION DETAIL5,TABLE5 AND/OR RECOMMENDATIONS. IF ONE 15 NOT AVAILABLE PLEASE CALL NATIONAL LUMBER ENGINEERING WOOD I LOAD BEARING WALL ABOVE (PROVIDE I PRODUCTS DEPARTMENT AT(508)339-5020 FOR A COPY. BLOCKINIG WITH OR WITHOUT WALL ABOVE) I-JOIST BLOCKING PANEL, USE I It 1! 3" (10d) NAILS AT 6" O.C. OF i'4,ySs SPECIAL FRAMING NOTES: BLOCKING PANEL (lbs/ft) ch' 'T J • : [O I] ALL 2 AND 3-PLYLVLBEAM5 SHALL BE NAILED TOGETHER WITH 16d SINKER LAWR�NCL S. MAXIMUM VERTICAL LOAD TRANSFER NAIL5,UNLE55 NOTED OTHERWI5E ON THE BEAM5 ENGINEERING CALCULATION O S OJT j At m ( i DESIGN REPORT,SEE DESIGN REPORT FOR CONNECTION DIAGRAM.JOIST DEPTH I, Ibs/Ft._"_. ! J,,146 47 Ili 7/8 - -- 2 i [0211/�X 6 WOODLSCRENS A5 SPECIFIED ON THE WITH 51 NEERINGCIALCULATION �GtST4�G cr 9 ON " 1900 o"SS!O ( 14' 1300 I DESNGN REPORT. NAn E 1100 BEARING MALL OR BEAM BELOW j [031 J0I5T5 MAYBE MOVED UP TO 3"IN EITHER DIRECTION BUT 5HALL NOT EXCEED 01/ " THE 5PECIFIED ON CENTER SPACING BY MORE THEN 3"BETWEEN ADJACENT JOISTS AND/OR 5EAM5. 1 NOTES: i a. Blocking panels are to be used in dry conditions only. b_ Blocking panels arc to be in full contact with upper floor and lower wall plates. j c. $locking panels must be adeay an ately designed to act as a load transfer point 'For I [04] SEE FOUNDATION PLAN FOR LALLY COLUMN LOCATIONS. gravi an ty foods from floor d roof above. d. Use 3" (10d) nails at 6" o.c. for blocking panels. e• See table for maximum vertical toad transfer per joist depth. f. Provide a minimum I In" surface crd bowing. � DES( N LIVE LOADS DIN NON-SLEEPING ROOMS: ......... 40 PSF SLEEPING ROOMS: ................. 30 PSF BLOCKING PANELS AT INTERIOR BEARING . ......................... ..... DI N.T.S. - = 2(2) --- DECKS, BALCONIES, ETC.: ......GO P51' H1 O }- i 3B2 C POSTS AND COLUMNS I-2 1/2 (ed) NAIL FOR EACH JOIST P I: 3 I J2" DIA. LALLY COLUMN (GONG. FILLED) Q 1L Z Z FLANGE P2: 4" DIA., I GGA LALLY COW MN(GONG. FILLED) (S7 D_ � (S) ------- i--, P3: 2- 2"x 4"(#2+BTR) KIDS-P-F P05T Z Q (S) Cz Q D (" P4: 3- 2"x 4"(#2+BTR) KD S-P-1` POST PG: 2- 2"x G`(#2+BTR KID S-P-F P05T O = NAIL EACH SIDE WITH ) P5: 4- 2"x 4"(#2+BTR) KID5-P-F POST = LLS Q ) z m I I-3" (10d) NAIL P7: 3- 2"x G"(#2+BTR) KIDO UJ S-P-F POST � P8: 4- 2'x G"(#2+BTR) KD 5-P-F P05T UJ = (S) Q 81 [- I P9: 4 x 4"(STD+BTR) DOUG FIR P05T LL! U � ~ � � i 1 C) P 1 0: 4"x G (#2+BTR)DOUG FIR POST MINIMUM 1 1/2" BEARING LENGTH AT I P 1 1: G"x G"(#2+13TR)DOUG FIR P05T ❑ ALL FLOOR AND ROOF DETAILS 1(3) P 1 2: 3 1/2'x 3 1/2°VERSA-LAM POST U' Q to i ( P 1 3: 3 I/2"x 5 I/4"VERSA-LAM POST Q LS] UJ 00 i P 1 4: 3 1/2"x 7"VER5A-LAM POST 1- -! 1- tl- P 1 5: 5 1/4"x 5 1/4"VERSA-LAM P05T Lu Lu t Z Z ! ( P I G: 5 1/4"x 7"VERSA-LAM POST z P 1 7: 3"5CH 40 PIPE STEEL � 0 ( Q tu NOTES. I /�% P 1(5: 3 112"SCH 40 PIPE STEEL ❑ Q z �) splitting flange.id I 1 b. Driven nails at an angle to prevatt splitting of bearing plate. �/ P 1 9: 4"SCH PIPE STEEL 0 0 0 }- � fV a. Start rails at least 1 114' from ends to avo P20: 3°x 3"x 1 I/4"TUBE STEEL O a� O > � p� — � P22: 4"x 4 x I J4"TUBE STEEL Q- � � � O _____ ......_________.. / \ BE STEEL OC tf 4 U P 21 : 3 1/2"x 3 1 J2"x 1/4'TU f- D2 JOIST ATTACHMENT AT ENDS v // UJ Z O U_ z N.T.S. �///Pe:DN % �� U (S) f- MAXIMUM 4400 tbs/ft VERTICAL LOAD ! 3rd Floor Deck TRANSFER CAPACITY. i / Framing Schedule - Nominahzed Z C � Q Q F- `^. 1 -Dropped(3) Tag Qty De5crlptlon Length Q Q O 0 Q O LU L us Us l- 1 UJ 3B4:DROPPED 1 3 1-3/4"x l l-7/8"VERSA-LAMD 2.0 3100 SP 16'0" us -I z ((ABOVE CIRCLE 1LS 1- Q 4 <L O avlNDow) 2 1-3/4"x 11-718"VERSA-LAM R)2.0 3100 SP 7'0" �¢P7:ON 3 3 1-3/4"x 18"VERSA-LAMCF)2.0 3100 SP 26'0" f- O Q oL tt 1-2 1/2" (Bd) NAIL FOR EACH JOIST I FLANGE ( RBI[RIDGE BEANQ j i -TOE NAIL RIM BOARD TO PLATES WITH � FOUNDATION OR 2 1/2" (bd) NAILS AT 6" D.G. OR WITH I \ STUD WALL 3 VV (16d) NAILS AT 12" O.C. I 3(3) 0 ¢ i NOTES: sa a. Dimension lumber is not suitable for use as a rim board in "mired Joist floor systems. —N- po b. Install rim board to fully bear on wall plate and toe not to plates per detail c. Rim board is to be Full height of joist d. Rim board is an integral part of the floor diaphragm reopred to resist wind �pp - Or nn i w j and seismic toads 3B3:DROPPEJ (ABOVE CIRCLE D lAIINDOW) RIM BOARD PERPENDICULAR TO JOISTS 1-Dropped(3} ©3 N.T.S. >c I MAXIMUM 4400 lbs/ft VERTICAL LOAD TRANSFER CAPACITY. i F ~' INSTALL I-JOIST AGAINST RIM (�y Q OR STU1i� BOARD FOR PARALLEL WALLS fly WAL�TOE NAIL RIM BOARD TO PLATES W/ ALL 2 1/2" (8d) NAILS AT 6" O.C. OR W/ L p- NOTES: 3 1/2" (16d) NAILS AT 12" O.C. q) 0 A` a. Dimension lumber is not suita for use as a rim board in engineered Joist ble floor systems. (] U b. Install rim board to fully bear on wall plate aid toe nail to plates per detail. c. Rim board is to be full height of joist 3rd Floor Dropped BeamS d. Rim board is an integral part of the floor diaphragm rec[uired to resist wind p d - axl seismic loads Framing Schedule - Nominolized110 -1 D4 RIM BOARD PARALLEL TO JOISTS Tag Qty De5crlption Length m u- N.T.S. p __._______-__._ _-____-----_�_.__� ----•-----. — _--------..__ ___--._—.______.___--_...-___._, ___---.------.-.-_ - . --_--.__ _-------.__--` Third Floor Era m I nq Plan Dropped 8 1-314"x 7 1/4"VERSA-LAMS)2.0 3100 SP 6'0 j Multiple Member Beams Side Loaded Connection - 1 3/4" Versa-Lan Nail Pattern j PROVIDE BLOCKING PANEL G 1 /4 = ! I-ELL I I � � i m JJ ! 12" o_c. i (OTHER STAGGERED PATTERNS OVER BEAM TYPICAL � � j ! `� I lbd COMMON NAILS 3 PLIES - NAIL i I" + RECOMMENDED AS APPROVED BY ENGINEER IS SILL PLATES PER PLAN 1 ` (5EE CHART) ON BOTH SIDES - TYPICAL ACCEPTABLE) " J � �� /// 4- i SET ON SILL SEALANT 3rd Floor Hangers '� " Acce55or Schedule L MIN. i MINIMUM 1/2 AIR GAP y i i I 1-t/2" MIN. - -----___— -1 ! (• BETWEEN CONCRETE AND 2-1/2' MIN % BEAM ALL SIDES Tag Qty Manufacturer Product De5criptlon Nailing Pattern 1 2 1/2 MIN. {a' - •, ,• ., ��_ LVL BEAM PER STRUCTURAL " l ! �: H1 1 Simpson Strong-Tie Inc. HGUS5.50110 5-1/4 x 9 1/4 to 20 Face Mount* Face Nail:46 10d;Joist Nail: 1610d 1-1I2 MIN, I ! PLAN �NU ER OF PLIES I I I�� ERA I i MAXIMUM UNIFORM LOAD ! SPACNG SPACING END OF MAY VART I I ✓ W FRAMER® SIMP50N HANGER ---__ --------_.�,� MEMBER �p'( Notes: ^Y�_ NUMBER OF (tbs. PER LINEAL F£ET) ' 4' MIN. - ?4' MAX. 4' MIN. - 24' MAX. i ; 17Y' } l SEE NOTE C MEMBERS i 2 52 3- i I., j f�� �� rWeb stiffener required. SCALE: 1/4" = I'-Op - + VIA 390 sm NOTES= DATE: 9/1112007 ! a. All beam pockets to be a minimum of 4 1/2' deep (ux.n.) BY: BW/EJ NOTES' I b. Provide a minimum 1/2" air gap around beam. a. Noel pattern for 3 - piece member must occur on both sides j b. Mal values may be increased by 15% for &now - load roofs and by 25Z for c. Beam to sit on a 2 by pressure treated block or 1/4" steel plate cut to fit non-snow roofs where building axle allows. 1 I NOTES on a bad of high density concrete. 2 and3 ply members use 1/4n x 5' x 5 C. Verify nail pattern with members engineering report if different, engneering ! a. Verify screw pattern with members sngineerinq report, if different, vVirnoer-M I steel plate, 4 ply members use 114 x b" x 8 steel plate- FILE: 070901 B.brf report will supersede this detail. report will supersede this detail. d. Beams to have a minimum surface bearing of 4. INSTALLATION SET DWG- N 3 D5 MULTIPLE MEMBER CONNECTION NAILING PATTERN (SIDE LOAD) O....SDS D7 SCREW SPACING REQUIREMENTS FOUNDATION BEAM POCKET N.T.S. N.T.S. N.T.S. SHEET: 3 / 3 4POW, fq ryd4w.l i1t ofal}U'P> 10in-.39�R07MABWublic SubmissionslConstruction DocumentslELP10709018 MA 12-2-08.pdf