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0116 BAY SHORE ROAD
i L Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X282222 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Paul Capasso Name of Applicant 116 Bay Shore Road Lewis Bay , Hyannis Project street address Waterway City/Town Description of use or change in use: The proposed activity is to replace three pilings,add two additional pilings, and extend a float to an existing(Chapter 91 licensed) pier. 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." Printed Name of Municipal Official Date Signature of Municipal i ial Title City/Town CH91 App.doc•Rev.03/17 Page 6 of 13 r 116 Bay Shore Road, Hyannis Chapter 91 License Waterways Application Department of Environmental Protection Waterways Review January 2019 Prepared for: Paul Capasso 58 Nobscot Road Weston,MA 02493 BSC Job#49779.01 Prepared by: BSC GROUP 349 Route 28,Unit D W. Yarmouth,Massachusetts 02673 BSC Transportation.Energy■Land Development r 349 Main Street (Route 28), Unit D January 17,2019 West Yarmouth MA o2673 Department of Environmental Protection Tel: 508-778-8919 Waterways Department 20 Riverside Drive Boo z88 8i23 Lakeville,MA 02347 Attn: Chapter 91 Reviewer www.bscgroup.com RE: Chapter 91 Waterways License Application,Former DEP Chapter 91 License No. 6321, 116 Bay Shore Road,Hyannis,Massachusetts Dear Chapter 91 Reviewer: BSC Group,Inc. (BSC) is pleased to submit this Chapter 91 License Application on behalf of our Client,Paul Capasso for the property located at 116 Bay Shore Road,Hyannis, Massachusetts(the Site). The proposed activity is to replace three existing pilings,add two additional pilings, and extend a permitted float on the existing licensed pier,ramp and float system. The existing structure is currently licensed under Chapter 91 License#4929 issued in 1965 which includes an amendment for additional floats(Chapter 91 License#6321, issued 1975). This application is for a new Chapter 91 License which would cover the existing pier,ramp, and floats and permit a larger float,the two additional pilings,and the replacement pilings. For more information please refer to the attached Chapter 91 License Application and accompanying materials. This application is being submitted in accordance with the Massachusetts Wetlands Protection Act and the Town of Barnstable Wetlands Protection By-law. If you have any questions or require additional information,please contact me at (508)778-8919. Please do not hesitate to contact our office with any inquiries you may have. Very truly yours, BSC Group,Inc. Engineers Matthew Creig on,PWS,MVP Environmental Senior Associate/Coastal Scientist Scientists Custom Software Developers Cc : Paul Capasso, 58 Nobscot Road,Weston,MA 02493 Landscape Architects Planners Surveyors TABLE OF CONTENTS Item Attachment Chapter 91 Application Form 1 DEP Transmittal Form&Check 2 Project Description 3 USGS Site Locus Map 4 NHESP Priority&Estimated Habitat Map 5 FEMA Map 6 Town of Barnstable Order of Conditions SE3-5635 7 DEP Chapter 91 License No.6321 8 Abutter Information 9 Site Plans 10 Massachusetts Department of Environmental Protection P 'X282222 Bureau of Resource Protection -Waterways Regulation Program 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) on the computer, NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing use only the tab P P � � PP� 9 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- VQ General(A-H) ® Residential with<4 units $215.00 BRP WW01a ❑Other $330.00 BRP WW01b 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-DEPENDENT- Full(A-H) ❑ Residential with <4 units $665.00. BRP WW15a El Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c Partial(A-H) ❑ Residential with <4 units $665.00 BRP WW 14a ❑ 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 WW 16a ❑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 CH91 App.doc•Rev.03/17 Page 1 of 13 r 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X282222 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: Paul and Janet Capasso Name E-mail Address 58 Nobscot Road Mailing Address _ Note:Please refer Weston MA 02493 to the"Instructions Citylrown State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): Matthew Creighton MCreighton@BSCGroup.com Name E-mail Address 349 Route 28, Unit D Mailing Address West Yarmouth MA 02673 Citylrown State Zip Code 617-896-4591 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) 325, 79 41.645145 -70.276763 Tax Assessor's Map and Parcel Numbers Latitude Longitude 116 Bay Shore Road Hyannis 02601 Street Address and City/Town State Zip Code 2. Registered Land ® Yes ❑ No 3. Name of the water body where the project site is located: Lewis Bay 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 CH91 App.doc•Rev.03/17 Page 2 of 13 f .. Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program' X282222 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" The proposed activities include the addition of two new pilings and the replacement of three existing pilings associated with an exisiting licensed pier, ramp,and float system. Additionally one float is proposed to be enlarged. 6. What is the estimated total cost of proposed work(including materials&labor)? $7500 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. Carson Theresa 27 Clinton Ave, Maplewood, NJ,07040 Name Address Davis Turner 108 Bay Shore Road, Hyannis, MA 02601 Name Address Paul Grover PO Box 1150,Osterville, MA 02655 Name Address 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 3-5635 File Number ❑Jurisdictional Determination JD- File Number ❑ MEPA File Number El EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91 App.doc•Rev.03/17 Page 3 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x282222 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 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." Applicants signature Date Property Owner's signature(if different than applicant) Date Agents signature(if applicable) Date CH91 App.doc•Rev.03/17 Page 4 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program �8���a Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 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." Appl nature icant's sig Date c Property Owner's signature(if differ than applicant) Date n s gnature(if applicabl Date CH91 App.doc-Rev.03117 Page 4 of 13 I J Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x282222 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Paul Capasso Applicant: Name of Applicant Section H should 116 Bay Shore Road Lewis Bay Hyannis be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. The proposed activity is to replace three pilings, add two additional pilings, and extend a float to an existing (Chapter 91 licensed) pier. 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." Printed Name of Municipal Official Date 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. CH91 App.doc•Rev.03/17 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x282222 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 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 81/2 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 3mil 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* ❑ 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. CH91 App.doc•Rev.03/17 Page 8 of 13 v Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x282222 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. CHMpp.doc•Rev.03/17 Page of 13.. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x282222 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 3 co 31 t2 i n c h e 5 inches Locus Map First Sheet Only CD a 1 „ �-2114 inche CD Sample Plan 91/2 inches P.E. or RIS scamp --3 3/4 inch e Plan accompanying Petition of... DEP Stamp First Sheet Only 3/4 "Border CH91App.doc•Rev.03/17 Page 10 of.13 J Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X282222 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: 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 particular features 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. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure (for projects lowering waters of Great Ponds). CH91 App.doc•Rev.03/17 Page 11 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x282222 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 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 must 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 15th and 301h of each month. CH91 App.doc•Rev.03/17 Page 12 of 13 J Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X282222 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. 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 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. CH91 App.doc•Rev.03/17 Page 13 of 13 Enter your transmittal number ♦ X282222 Transmittal Number Your unique Transmittal Number can be accessed online: http://www.mass.gov/eea/agencies/massdep/service/approvals/transmittal-form-for-payment.html Ll l Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WW01a Chapter 91 License must be completed 1.Permit Code:4 to 7 character code from permit instructions 2.Name of Permit Category for each permit Water Dependend - Pier with floats application. 3.Type of Project or Activity 2. Make your check payable to B, Applicant Information - Firm or Individual the Commonwealth of Massachusetts and mail it with a 1.Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: Capasso Paul MassDEP,P.O. Box 4062,Boston, 2•Last Name of Individual 3.First Name of Individual 4.MI MA 02211. 58 Nobscot Road 5.Street Address 3. Three copies of Weston MA 02493 this form will be 6.Cityrrown 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. BSC Group, Inc. (See below) Copy 1 -the 11.Contact Person 12.e-mail address original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your fee payment. 1.Name of Facility,Site Or individual Copy 3 should be retained for your 2.Street Address records 4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal for,to: D. Application Prepared by(if different from Section B)* MassDEP BSC Group, Inca P.O.Box 4062 Boston,MA 1.Name of Firm Or Individual 02211 349 Route 28, Unit D 2.Address West Yarmouth MA 02673 508-778-8919 'Note: 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits, Matthew Creighton enter the LSP. g 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ®no If yes,enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑ Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ®Homeowner(according to 310 CMR 4.02). Reviewer. 316 $215.00 12/29/2018 Check Number Dollar Amount Date Chap91_Transmittal_Form.doc•rev. 12/17 Page 1 of 1 f ` PAUL E CAPASSO t S 316 JANET E CAPASSO ,Z J 53-447/113 59 N08SCOT RD 473 WESTON,MA 02493 a &'m lmn OkkT of_ Dollars ROCKLANDTRUST "i'=v 4f( A? i:O L 1304478i: 147 30 1976 211' 03 L6 Document Path:IlbscboslyarlProjects-YARW9779011EnvironmentallGISIOutpufWapsWDIReporthlapsILOCUS.mxd Date Saved:11/8/2018 9:21:08 AM 70"17'0"W R � ' It w MR 7— „ e 4 !� fi i ka « w a v �y7 R c r *JSy M1 r� - ' Site Location . n c , < ' r I a t i r A y � ir s a r f f L � ' <.. 1, C 9h ©2QL-1Natlon IGeog aphlc S ty 1 cubetl 70'1To"W Scale:. Source:2013 1 inch=833feet 116 BAY SHORE ROAD HYANNIS BARNSTABLE National Geographic Society,i-cubed 0 440 880 Feet USGS Site Locus Map OBSC GROUP THIS DOCUMENT IS INTENDED FOR GENERAL PLANNING 8 INFORMATION PURPOSES ONLY.ALL MEASUREMENTS B LOCA77ONS ARE APPROXIMATE v National Flood Hazard Layer FIRMette 44. FEMA g 41°38'55.81"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base FOR Elevatlon(BFE) awl. ,`. , 4. a ,, y M ,,,� r { Zone A.V.A99 *' t c '. _ " , ! With BFE or Depth Zone AE,AO,AN,,VE,AR i °." w EL�13 fe + f f .,_..' '* SPECIAL FLOOD .. '+ �qg j ' .- e•� HAZARD AREAS Regulatory Floodway ' vr1�i"A ��, + iff 4 tj + � �., ,� '+r,->,..• v�lZe�r�Gr�E C"`1 (EL 11 Feet' 0.2%Annual Chance Flood Hazard,Are. 4 1 �. . �_ �R * ' ■ l"�$ 'J - of 1%annual chance flood with average �� r , � � F ` ❑ depth less than one foot or with dralnal areas of less than one square mile zone A#� y r d, c� �f 7LneAF Future Conditions 1%Annual ceFloodHazardn* Channu r1" • EL 12 Feet�t ':" �� . 1 J� • 4a,, �',� ( Area with Reduced Flood Risk due to OTHER AREAS OF 1 Levee.See Notes.zone x " _ !' arY'"F U 1;1-r Y FLOOD HAZARD �Q0 Area with Flood Risk due to Leveezone c w 1 s xps � „� NO SCREEN Area of Minimal Flood Hazard zone x Effective LOMRs s" + _ •� „ `'' OTHER AREAS Area of Undetermined Flood Hazard zo, E % GENERAL -— - Channel,Culvert,or Storm Sewer ,.g ' " ,. '• �^' t f,EL 12Feet•) ? . c.. STRUCTURES IIIIIII Levee,Dike,or Floodwall x� � ' e �' C* .a 31 3 A� . . '� ee +-T•s- Cross Sections w ith 1%An nual Chance11(E Water Surface Elevation Coastal Transact a • 1 Base Flood Elevation Line(BFE) TC)1k'N 1pf B.�RNS BLB Lim ItofStudy '. • t, _ •�?�� 1 x �. . -+r' a Jurisdiction Boundary Coastal Transect Baseline OTHER _ __ Profile Baseline . Ar FEATURES Hydrographic Feature ` r t4x -, + 1 $ ❑ - Digital Data Available DIDigi tal g 1 Data Available MAP PANELS ® Unmapped The pin displayed on the map is an approximal t selected ndd point selecte y the user a does not repres + E ��. 1 *� �,y � �, r Y an authoritative property location. ,.= s This map complies with FEMA's standards for the use of t,EL '12 Feet) t 1' + � •►� C01�St8 arPier FesC1UFC�'S SySiCt17 k r digital flood maps If it Is not void as described below. L4 � ' The basemap shown complies with FEMA's basemap I accuracy standards The flood hazard information Is derived directly from the �,•. „ # �� rr �'� ZLar1�a authoritative NFHL web services provided by FEMA.This map ♦� `` EL 13 F pt tj was exported on 11/8/2018 at 10:41:33 AM and does not G�7f1 ti �� reflect changes or amendments subsequent to this date and �� �ti' '�- � 1 F sett `'"may� ��� - time.The NFHL and effective Information may change or rnbecome superseded by new data over time. t � ' %, �� `►� go This map Image is void If the one or more of the following map elements do not appear.basemap Imagery,flood zone labels, a f • .,, �... ° 1 ° , legend,scale bar,map creation date,community identifiers, FIRM panel number,and FIRM effective date.Map Images for Feet 1:6,000 41°38'28.92"N unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Document Path:IlbscboslyarlProjects- ARW9 90f nnronmenta utpu aps epo aps .mx Date Saved:111812018 10:38:29 AM j N41 _ : +�♦�♦♦+�♦ _, �:� 28 �►♦�i ♦+♦+♦+♦ ++i4►+,+♦wow, t ♦+♦++i +♦++♦++♦i+♦WE + ♦+♦ � Site Locus ♦��� + a, i i r* , ti i s , f Legend NHESP Estimated Habitats of Rare Wildlife ® NHESP Priority Habitats of Rare Species Scale: 1:1,500 Source: USGS zone-loos 1 inch = 125 feet 116 BAY SHORE RD, HYANNIS, BARNSTABLE ESRIWordImagery ESRI World Topo 0 60 120 NHESP MAP 1 BSC GUI' Feet THIS DOCUMENT IS INTENDED FOR GENERAL PLANNING 8 INFORMATION PURPOSES ONLY.ALL MEASUREMENTS 8 LOCATIONS ARE APPROXIMATE 194264 ��d1 C1�•a16S(Q License Na..._.-__•_--•— , DEpARTUENT OF PUBLIC WORKS ` vffj Dam .......... .... A V m-G Ts j � , i 1 I i i Form WD 54 �—{1-6i-916710 71 1 M-UIM11 UDCH191 pf AaaOUhr—MMIll 6321 S i i�uerraa. -Peter A. Consiglio -•------------------ ---------•-------------- a I f j of Barnstable ------- , in the County of Barnstable --------- and Commonwealth f aforesaid, ha a applied to the Department of Public Works for license to maintain Misting pier, romp and fixed floats in Lewis Bay at his property in the town { ............. ----• ---•- ofBarnstable, --------------- -----------------•. - t I and has submitted plans of the same; and whereas due notice of said application, and of the time and place fixed for a hearing thereon, has been given, as requited by law, to the I Selectmen ---------- ------of the Town --------- of Barnstable --------- D:aw said Department, having heard all parties desiring to be heard. and having fully i considered said application. hereby, subject to the approval of the Governor, authorizes and licenses the said Peter A. Consiglio a 7C/f - -•--•--- subject to the provisions of the ninety- ------ - first chapter of the General Laws, and of all laws which are or may be 1n force applicable thereto,to maintain existing pier, ramp and fixed fir-ate in Lewis Bay at his property in the town of Barnstable, in conformity with the accompanying plan no. 6321. r A pile and timber pier, previously licensed under Department of Public Works number 4929 but not constructed in conformity to the plans of said axtandiag into the bey is a northeasterly license, stay be maintained as built, direction for a distance of approximately 137 feet from the mean high water line with a width of 4 feet in the location shown on said plan (license no. 5321), approximately 16 feet northerly of the southerly property Lfee of the licaseee and in accordance with the details there indicated. i i 3 toT 9L i h*170 PI A '7615 t3 Peter A. Consiglio page Tvm License No. 6321 January lb, 1975 A float, reached by a 4 foot by 16 foot ramp, may be maintained extending 22 feet further into said bay from said pier, raving a width of 16 feet, in the location shown on said plan. (License No. 6321) Two finger floats, held by piles way be maintained as placed, one at the . southwesterly corner and one at the northwesterly corner of said main float, extending shoreward for a distance of approximately 12 feet with widths of 4 feet, as indicated on said plan. (License No. 6321) This license is granted under the express condition that if the additional length of cold pier of approximately 24 feet and the two additional finger floats proves to be detrimental to the area and to navigation the Department of Public Works, or its successors after a public hearing, may order the removal of said additional length and floats and restore it to the original design authorized under said license number 4929, at the expense of the licensee, his successors or assigns, 'without comipensstion from the Commonwealth. Noticing in this license shall be construed as authorizing encroachment ` on property not amed or controlled by the licensee, except with the consent of the owner or owners thereof. Acceptance of this license shall constitute an agreement by the licensee to -conform to all terms and conditions herein stated. This license is granted subject to all applicable Federal, Stater County and Municipal laws, ordinances and regulations, and upon the express condition that use by boats or otherwise of the structures hereby licensed shall involve no discharge of .sawage or other polluting scatter into the adjacent tidewaters except in strict conformity with the requirements of ttie local and State health Depairtmente and theDivision of Voter Pollution Control, and upon the further express condition that any other authorizations necessitated due to the pro- visions hereof shall be secured prior to the commencement. of any work under this license. +. r __ •, Zl page Three This license is granted uron the further express condition tet the authorisation contained herein may be modified or may be revoked in whole or t in the event of the licensee, his successors in par and assigns, failitig to comply with said authorisation or any provisio ns of the license or failing ing to maintain all aut horized structures and installations in good condition, to Public Works or its successors. This of � the satisfaction of the Department . � condition permitting modification or revocation of the license shall &too apply in the event of failure of the licensee, his successors and assigns, to secure approval under all other applicable laws, ordinances or regulations or failure to adhere to the conditions of such approvals upon receipt of evidence of such failure provided by an agency having jurisdiction. Revocation or modification of this license as provided he shall be without liability to the Qoeaton- Wealth for compensation by the licensee, its successors and assigns.-------- said i -6 3 2 1------------- is on file In the The plan of wort`,numbered `---"-- ' office of said Department,and duplicate of said plan accompanies this License. and Is to be referred to as a part hereof. e the by said Department, and eompenea ton acid �� intl allurs, BY MR Mtn ft emmnen'"dth cents for each cubic a amount hereby assessed by Nethitig in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompa4yi119 plan are recorded within one year from the date hereof, in the Registry -- --- of Deeds for the -------- 8ietrietvMhe County of Barnstable. 3a 1111taton Motrruf. said Department of Public Works have hereunto set their hands this sixteenth -------------------day of January ---------------------- In the year nineteen hundred and seventy-five. Departiaeae of Public Works THE COMMONWEALTH OF 19ASSACHUSETTS This license is approved in consideration of the payment into the treasury of the Com- monwealth by the said Peter A. Consiglio ----------------------------------- of the further sum of four hundred eight dollars ($408.00)-------------------- the amount determined by the Governor as a just and equitable charge for rights and privileges hereby granted to land of the Commonwealth. BOSTON, -_ 2-4-75 Approved by the Governor. error sr s0004 Mn' !a4rr(� •rf'-+M+r�ar s sAys�. •'�f+n'+M�� N d v � totvr•� �,� f�RoF/L� a!W/S SAY JCwtE a ItY MAP 4CALi.: /iN•s S000 /rT. itQ•YA)•IONS A*,- /N I�irT. O.O'RlPlrtS � I�lYA".VAS QlAAORAN6t6 7» q PLAN! O/ MA'AM LOW $VATS'*' V S.6. S(JRVEY 6""b"'. IJ' Nrl7tlt A.'•;b"/• Th1 di*R C& OSOTApO. p&cks SA.GT�TRtwTiD. I+ARD�/R%�E 6•atyANLY�Q Pip 31�IqIV v A" �lY.fw vqy>RQ� y"44A'• po, of aZo A. CoMV4Of PANSC07 r SrWCRCZ$TIR �7AS CERr _P105% tl.C.179 ( ter.■ -2.1 .ei .nr• ` rs7/FJ� lotb?uC..EIS=! 11 L07 !6 rt� -a.o -t.i �� Ae/eEto vtDO/vi ar aK• ir. 0 ` dsVLH srPltr b� SNretNsavaYf MAYS. b • war• - PLAN I t •v 'v SCALP ///J r CO or. C CRAPUS - NEWCOMB ' SCALE 1/.V• �►i l�f. 4 vA.aa To ,accoMAdAfr PEr/T/0-v P,'7'E,R A. CoNS/GL/o "moo rn %MrMEW OF WOW OF ry MA/NrA/^r.Ex/S7hvig P/iR, TRdirAl /i 117r RAN'* awP Pvxeg) �oAT.f /N y I oo L9#W/S AA � • an. 1 N�uc MOM�i SA/raSr 5.44r MASS. Jcw[t!J AJ NoraO /ri7aJtvw,tr /9N CN.,RLitJ ws � N. 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CR MIA" 4L*w WA7W*V- <J S,Br. S(lRVEr picafs cw&dsordpo,^/IN1Mf/M !d'SlJn 6"PDI.vT. At'PiNlTAAr-'GAf. WAIRRA CRI+►AROW Pt: BALD E.a7E0• s v,�E�4 y�e��D♦r4x. �s. " lcp•�T'"ss. ? a t Q pETCR .f- Cd.S+J/6t/o 8S P,liSCOTT Sr , m wORcdSTSR, AIAdf• ilk• /►, C&Rr,iME105-4 t.CA 1ut'p _..• -t.r -a -'" `l i�JTI�N6~if 4C.�I=2� W 2 --'J L� _a-i- _�s /Rd _ __O'.it•F[OArJ LOT �( I�.` ,•`+ OL I�'R.aN/ �� 4 r17• -� -i c -IFJ yrr O LOT!S AuOC40 Ptt70at E7 ux- � Q� Q y J3 elL Al STRW&T • SxRetvsau�r, r`,wss. �4 i � !�—'"—�'+ i PGA i , .. ....� SCwit //.V . GO PT. NfWC SA 1 �'c, ♦ S�CTJO Al SCALE I,wf_ *a FT Ist,gsf TP AGCVHA4-vr PETITIONtavett or PrETFA A. COMS1 GL 1 o AMytWEo Oar o tiUa of PAW MOAT{ OF r0 MA/KTA/N LAX/ST/Nti PlfR. T/NVi'4Dy /��ITT!' ANp I-,(peep RLOATd /N - LEAVIS AA a .uwc too j6ARNSTABLe, JNASS. JcA t!'1 AS rvar.00 A-WONVARr 197� CHAsIeLES N• S.�4YE'RY JNC. �u'd"� �esrtLtT'e�so - 0�+ ,i/rAN�I/S MA1 d. u � S�fl01551W1nt0 nis�ow'tv,� ��nio� , �.u� 055b SbOAan�sns S�'3'3rt«n� ..--, � � �3Zl3JS19111 '�b W 'd10\1iSNbbA �S�Ntvti�.li) �aB wh-An 961'12 -itt3dd s hi ewva a astiw Lma"%t,aw%s wv-w -d-A d oAt 7t f td.d0 J�N3 ti'v'daQ 1.0 aA0 _d1� is-W"i.. vV my x^�� 4 ar�Y aninv oL ; b a6-b�• Kv 7 Ot V\aP1C'� •b b�3.�d , . . '' f0 _acsrrdv�o�-`t�'tari , . �ntr+) tio1].vbaahaa A%-Z% ss@ 9 Y qnv smote c3sosoa�s� s salm ao � °�:;�a�sbi SN21�1�[ b�tslxa arc .i -s.�• .�, � V o'er Now h 9'T-d�' ;6 8 �1--4---��--- •---•mil a�I ..."���. ',a_g.,. of S ra4 ;of SAow tla..6. Z� 71�06,43xC3 ,0Q' ``• ��� 'FDA �•nlv0 �S rk '.�ti?;ti•f. �rm�,,sYO Void 0q►`4w •y4 o.��c�d d Cog NOe • • �'�' � 'caVty � A o� SIAAn Ala Hayso� `b O Q � l\r ` '�111rtW�N 'i �1oa1MN S1w%vNN S9%'OK .i11v1W A3NslYi �i3ooiVs i iwoo wobi caavtii N Not SAW ,H1 3`14D0 a dVW �3}! �•�. Mx�c f 1•toe�.1eg �-� r JA sdd� eY4 .ate e��M / C�'1oC•�r��% '` • caYe,.sx.i.4 z�c r �= booUhll �Ntx�7Q 9w�2 S�v Town of Barnstable Building Department - 200 M1 in Street sARNSTS. # Hyannis, MA 02601 y MASS. 16 . F (508) 862-4038 Certificate of Occupancy Application Number: 201401928 CO Number: 20150106 .Parcel ID: 325079 CO Issue Date: 06/04/15 Location: 116 BAY SHORE ROAD Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: NORTHSIDE HOME IMPROVEMENT Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: A/ Building Department Signature Date Signed TOWN OF BARNSTABLE Building Sf�e �' "�: . 201401928 * BARNSTABLE, + Issue Date: 05/02/14 Permit 9 MASS. 16 9. A�� Applicant: Permit Number: B 20140997 Proposed Use: SINGLE FAMILY HOME Expiration Date: 10/30/14 Location 116 BAY SHORE ROAD Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 325079 Permit Fee$ 1,688.10 Contractor NORTHSIDE HOME IMPROVEMENT Village HYANNIS App Fee$ 1,00.00 License Num 91653 Est Construction Cost$ 331,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY 4 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BOURNIVAL,SHEILA M&LAURA E TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 651 MAIN STREET INSPECTION HAS BEEN MADE. WEST BARNSTABLE,MA 02668-1127 Application Entered by: PF Building Permit Issued By: �. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY;ANY STREET,ALLEY OR SIDEWALK'OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,'ENCROACHMENTS 04,01 PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE:APPROVED BY THE JURISDICTION,::STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF KJBLIC,SEWERS MAYBE i OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF.TmS PERMIT DOES NOT,RELEASE THE APPLICANT FROM THE CONDITIONS OF.ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.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.I42A).. US r. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 - 5,1 1 L�I¢- l 2 2 01 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health �� ��'z �.._ 1�. .,�: U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMEt•2"GENCY MANAGEMENT AGENCY OMB No. '1660-0008 Nationel Flood Insurance Program Important:Read theinstructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION. FOR INSUr"CECOMPANY USE Al. Building Owner's Name PAUL&JANET CAPASSO PoIicy,Nbmber _ A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O..Route and Box No. Company NAIL Number �. 116 BAY SHORE ROAD T £: `City HYANNIS State MA ZIP Code 02601 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description;etc:) ASSESSORS MAP 325,PARCEL 079.,TITLE IN CERTIFICATE 201275: A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.41-38-46.7 Long.-70-16-36.1 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. A7. Building Diagram Number 9 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). 1,386. sq ft a).Square footage of attached garage 500 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent.flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade.: "7 within 1.0.foot above adjacent grade 3 c) Total net area of flood openings in A8.b. 1400 sq in "c) Total net area of flood openings in A9.b "600 sq in d) Engineered flood openings? ❑'Yes ❑.No d) 'Engineered flood openings? ®.Yes ❑ No SECTION B-FLOOD.INSURANCE:RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 62..County Name 13 State BARNSTABLE2500010006. BARNSTABLE MASSACHUSETTS 134.Map/Panel Number B5.Suffix 66:.FIRM Index Date B7.FIRM Panel B8.Flood ." B9.Base Flood Elevation(s)(Zone 250001 0006 D 7/2/1992 Effective/Revised Date Zone(s) AO",use base floo d depth) 7/2/1992 ' A9 10 B10. Indicate the source of the Base Flood Elevation.(BFE)data or base flood-depth entered in Item B9. ❑ FIS Profile 59 FIRM ❑. Community Determined .. ❑ Other/Source: B11. indicate elevation datum used for BFE:in Item B9:, ® NGVD.1929 ❑ NAVD 1988 ❑ Other/Sources B12. Is the building located in Coastal Barrier Resources-System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ®..No ' Designation Date: ❑ CBRS ❑ OPA SECTION_'C BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Const ruction Drawings". _ ❑ Building Under Construction ® Finished.Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. El evations=Zones Al-A30,AE,AH,A(with BFE),VE,"V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO:Complete Item s:C2.a-h . below according to the building diagram specified in Item_ A7._In Puerto Rico only,enter meters. Benchmark Utilized:BARNSTABLE ROAD BOUND Vertical Datum NGVD 1929 Indicate elevation datum used for the elevations in items'a)through h)below. ®NGVD 1029.0 NAVD 1988 ❑Other/Source Datum used for building elevations must be the same as that used for the BFE... Check the measurement used: a)Top of bottom floor(including basement;crawlspace,:or enclosurefloor) 9 6 ®.feet El meters b)Top of the next higher floor 13:7 ®feet ❑meters " c) Bottom of the lowest horizontal stnictural member.(V Zones only) N.A 1Z feet ❑meters d)Attached garage(top of slab) 9.2 ®feet ❑meters - e)Lowest elevation of machinery or equipmentservicing.the.building 10.9 ®feet ❑"meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(.LAG) 10.3: . ®feet ameters g)Highest adjacent(finished)grade next to building(HAG).. 10 4 ®feet ❑meters hj Lowest adjacentgrade.at lowest elevation of deck or stairs,including structural 8.7 ®feet ❑meters 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.t certify that the information on this Certificate represents my best efforts to interpret the data available. , t understand that any false statement maybe punishable by fine or imprisonment under 18 U.$ Code,Section 1001 OF ® Check here if comments are provided on back.of form Were latitude and longitude in Section A provided by ❑ Check here.if attachments: licensed laid surveyor? ® Yes ❑ .No z. ~A Certifier's Name CRAIG A FIELD,PLS License Number 38039 Title SURVEY MANAGER., Company Name THE BSC GROUP;INC. r.'. Address 349 ROUTE 28,UNIT D City WEST YARMOUTH State MA ZIP Code 02673 + ' Signature ate 6 3 2015 Telephone 508-778-8919 r FEMA Form 0864-33(7/12) ,. See reverse side forcoritinuation. Replaces all previous editions., ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address.(including Apt.,Unit,Suite,and/ Bldg:No or P.O.:Route and Box No. Policy Numbed 116 BAY-SHORE ROAD City HYANNIS State MA ZIP Code 02601 Company NAIC 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 THE BUILDING PERMIT FOR THIS DWELLING WAS ISSUED PRIOR TO THE UPDATED FLOOD MAPS ON JULY.16,.2014.AS A RESULT ALL NUMBERS AND REFERENCES ON THIS DOCUMENT ARE TO NGVD-1929.THE LOWEST ADJACENT GRADE.IN SECTION C-2-f I.S-TO.THE MAIN DWELLING.THE LOWEST ADJACENT GRADE.OF.THE.GARAGE IS-ELEVATION 9.1..THE LOWEST UTILITY IN SECTION C-2-e IS TO THE DUCT WORK IN THE CRAWL SPACE. Signature Date 6-3.2015 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A:(WITHOUT BFE), . For Zones AO and A(without BFE),.complete liems E1-E5.If the.Certificate is intend ed.to support 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. E1: Provide elevation information for the following and check the appropriate bones 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 El 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.Section A Items 8 and/or 9(see pages 8-9 of.lnstructions),the nexthigher floor (elevationC2.b in the diagrams)of the building is ❑feet ❑meters ❑above-or ❑below the HAG E3. Attached garage(top of slab)is ❑'feet ❑meters ❑above or ❑below the HAG. i 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 .❑ 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 FEMA-issued.or community-issued 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 Owners 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 or ordinance to administer the.community's floodplain management ordinance can complete Sections A,B,C. (or El.and G of this Elevation Certificate.Complete the applicable item(s).and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,.enter meters.. :. 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 bylaw 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(I tems.G4-G1 0.)is.pro vide d for community floodplain management purposes. G4:Permit Number G5. Date Permit issued. : TG6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: D New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum 09. BFE or(in Zone.AO)depth of flooding at the building site: ❑feet ❑meters Datum := 610.Community s designflood elevation: ❑feet ❑meters.. Datum. Local Official's Name Title Community Name Telephone Signature Date . Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12). Replaces all previous_editions. r ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for-item A6. IMPORTANT: In these spaces,:copy the corresponding information from Section A. FOR.INSURANCE COMPANY.USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P,.O:Route and Box No. Policy Number 116 BAY SHORE ROAD City HYANNIS State:MA ZIP Code 02601 Company NAIL Number If using the Elevation Certificate to obtain NFIP flood insurance;affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood :openings or Vents,'as indicated in Section A8.If submitting more photographs than will fit.on this page,use the Continuation Page. FRONT VIEW e,"�+i< sm +ix awe .. `T � '� � �• '"�'` � �� �� � °°� n W.o- � �Af.n'."+i�.�.�-!M.' +. sv'pfN°E��'�n.aa'�kv - _ n ,. - .�. 2 yN �b.ec.2.w, . bri aw ... r- _.._ ,(r w.,-lx• a#.T�'+ :. s !$ a - L } t x "x 1P y+ •t� N S •`f to m � " "fig '9 R .r � asd FA s y is 17: ® • . a i+ FEMA Form 086-0-31(7112) Replaces 411 previous editions. f ELEVATION CERTIFICATE, page 4 Building Photographs •'` Continuation Page IMPORTANT: In these spaces,copy the corresponding.information from Section A. FOR INSURANCE COMPANY USE- Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 116 BAY SHORE ROAD City HYANNIS -,State MA ZIP Code 02601 Company NAIC Number If submitting more photographs than will fit_on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View'; and, if required, "Right Side View" and "Left Side .View:" When applicable, photographs must show the foundation with representative examples of the lood_openings or vents,as indicated in Section A8. REAR VIEW 77 ji T. a y a v yr, .«srry2'x""'°"' r< ,,ayirP.1., x [ y ` q, 'Yl*rvr•rr 9�i^" r rzz^•.k„ b s FEMA Form 086-0-33(7/12) Replaces all previous editions. 116 BAY SHORE ROAD, HYANNIS, MA 02601 MECHANICAL VENT = 7 IN MAIN HOUSE AND 3 MORE IN ATTACHED GARAGE: - I I t r X t P e ' l• y t � ,� � �d eS' �1g i d mac' as r _ 3 r-'Myy - � �3. '��ti�a� `'^ P �. f• f t"r _c�� d9 ~ ? �_ t..v ' »-.d .:*vS^S• fit'ss-a S ,.�z,sa- gL ..� ��`�.«. .l" $G '�+�! ..,.7 y �}.; .+ do�'�+ t:a�+ 12n�r:��dr� w s( �• `i! "ty;� �.:s f •Sj uI'm a ri a 4 `.r ��� .,v t X' '�" � ''� vc.t: �sy"re.� I �$•r'.T�"����. _ {���� :lick��',+� ��Y9n»yfµ.,•�.p...-�,� A ; .} A.� '• X.•" Syr,.,' 4e-' Aj,/6. ` ca LA / TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `� Parcel YpopIicatio Health Division Date Issued 5 Conservation Division V K S E17 -.5I,0 ' ohy Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis X Project Street Address C --SVtQrC_ NN.-71- Village (� */' -Owner34,1so 4ddress6Co }�Telephone C.C.t( 61 —312' ®33 2- a�T� Permit Request v 'e 3t(W r'AO e Buds V fJ ktrmle inn) ft-3 9 taoc Square feet: 1 st floor: existing ro osed g 2nd floor: existing ro osed�.�y 7 Total new q 9—proposed> � g p p Zoning District Flood Plain Groundwater Overlay Project Val on Construction Type Res;Jev)aP .&,e1CA) C°nS�✓ v�� Lot Size`��IS3 �/�`�"v;e Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Alter! Historic House: ❑Yes ,6NNo On Old King's Highway: ❑Yes j&Io Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Al Basement Unfinished Area (sq.ft) _-At Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existin _new Total Room Count (not including bathe): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No A� . Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size ti Attached garage: ❑ existing Xew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # a v'<�-oQ rf Recorded c� Commercial ❑Yes )&No If yes, site plan review # R I Current Use Proposed Use ��sti✓� N�'+ APPLICANT INFORMATION_ (BUILDER OR HOMEOWNER) Name WQ. Telephone Number `✓��e ���7 Address L/d � ati��i �/ V License # C 5 -0 9'1&S 3 �/Q r�lo ��f %a• o�(,,�.S" Home Improvement Contractor# 0 / Worker's Compensation # rC-��0,5'0/%?7 �2�13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �/:v" ` DATE Ll -vh �� a _ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: p _=FO.U_NDATION FRAME F INSULATION F FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r -DATE CLOSED OUT ASSOCIATION PLAN NO. e - Vie-Commonwealth-Of-M4wrsachusdts Doarhnent of Industrial Accidents Office of Investigations. 600 Washington Street. Boston,MA 02111 www.mass.goy/dia , Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciam/Plumbers Applicant Information /PBlease •Tint Legibly Name (Businesstorganizaiionadividuap:&&//�./� "If?Al /��dl'IAJi 4 //fM e Address: 70 City/State/Zip: Phone Are you an employ r?Check the.appropriate box: a Type of project(required): 4. I am a general contractor and I t J.,�I am a employer with_ �-- ❑ g 6. 3ew construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. .❑Remodeling ship and have no,employees. These sub-contractors have g , Demolition workingfor me in capacity.. employees and have workers' �Y P rtY 9. ❑Building addition [No workers'comp.insurance comp. m��nce.t required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work of have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.]. *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contmotors*must submit a new,affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'camp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. n r Insurance Company Name: JSS d cl a.{Fri! C �� ,(/5 7, '-5 Policy#or Self ins.Lic.#: �CC � � 7 l/_2 Expiration Date: Job Site Address:/* gay�t'] / � City/State/Zip: 11Yr1/V115 we_ 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 fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DLk for insurance coverage verification. I do hereby c fy under a ains and an of perjury that the information provided above iss true and correct, L SSi ature: - -Date: Phone Official use only.'Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: • Irfornrati�ori Instructi - Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this•statute,.an employee is defined as"...everyperson in the service of another under any contract of hire, express or implied,oral or written." An employer is defined.as"an individuals partnership,association,corporation or other legal entity,or arry two or more of the foregoing engaged in a job enterprise,and including the legal representatives of a deceased employer,or the i receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." MGL chapter 152, §25C(6)also states that"every state or.Iocal licensing agency shall withhold the issuance or renewal of a-license or permit to operate a.business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with.the insurance .requirements of this chapter have been.presented to the contacting authority." i AppIica.nts Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contactors)name(s), address(es)and phone number(s)along with their certificate(s)•of iimmce. .Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required.. Be.advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of. IndustrialAccidents. Should you have any questions regarding the law or if you are required to obtain a workers'.. compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line.. City or Town Officials Please be sure that the'affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city of town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and fax number The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington.Street Boston,MA 02111 Tel.#617-727-4900 ext406 or 1-877-MA.SSAFE Fax#617'727-7749 wised 4-24-07 www.mass.gov/dia f Client#: 39680 2NORTHSIDEHO ACORDTM CERTIFICATE OF-LIABILITY INSURANCE °ATE(MM/DDIYYYY) 04/01/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INS URER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A s{atement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAM CONTACTE: _ Dowling&O'Neil PHONE 508 775-1620' FAX 5087781218 A/C,No,Ext: A/C,No Insurance Agency E-MAIL i ADDRESS: 973 lyannough Rd., PO BOX 1990 j INSURER(S)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Safety Indemnity _ INSURED INSURER B:Associated Employers Insurance Walter Warren DBA 'INSURER C: Northside Home Improvement INSURER D: a 40 Alexander Drive Yarmouthport, MA 02675 = INSURER E: -INSURER F: _ COVERAGES CERTIFICATE NUMBER: - ( REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTIOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN-IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A- GENERAL LIABILITY BMA0020465 O9/04/201'3 09/04/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $100,000 CLAIMS-MADE F x�OCCUR MED EXP(Any one person) $10,000 X PD Ded:250 t PERSONAL&ADV INJURY $1,600,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- - LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED i BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS f Per accident $ $ UMBRELLA LIAB OCCUR l EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE' $ DED RETENTION$ $ B WORKERS AND EMPLOYERS' LIABILITY IONILIT WCC50050124112013A 9/01/2013 09/01/201 X WC STATu- OTH- AND EMPLOYERS'LIABILITY YIN ORY LI ITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L:EACH ACCIDENT $500,000 r OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) j . E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Walter Warren is excluded from the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions, other limitationsLnd endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the { coverage provided by the policy provisions. ' a f CERTIFICATE HOLDER CANCELLATION x Paul&Janet Capasso SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION�DATE THEREOF, NOTICE WILL BE DELIVERED IN 116 Bay Shore Road ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 a AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S128270/M128269 i LS1 �1WEE Town of Barnstable Regulatory Services snarls ARY, r muss. Richard Richard V.Scali,Interim Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usin-a A Builder I, Ca0� 5 d ,as Owner of the subject property hereby authorize NCR l r`�� (�l/���'� y to act on my behalf, in all matters relative to work authorized by this building permit. u, S �U<< l stirs (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. LA Signature of CWher Signature of Ap cant Ck -Print Name Print Name L, Date Q:F0RMS:0WNERPEkMISSI0NP00LS 10/13 Town of Barnstable Regulatory Services dtrjHE Richard V.Scali,Interim Director Building Division • i Perry,Build Commissi oner Building Com Per •nxrtsTnac.e, Tom g aL+M 163% 200 Main Street, Hyannis,MA 02601 Ah`n www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB.LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occgpied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic.feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from,the provisions of this section(Section 109.1.1 Licensing of construction Supervisors);provided that.if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the Tpermit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page -„of-this issue is a form currently used by several towns. You may`care t amend and.adopt such a form/certification for use in your community.. Q:\WPFILE.S\FORMS\building permit forms\EXPRESS.doC _ Revised 061313 n y HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS..026U1 HAROLD S.BRUNELLE,CHIEF FIRE PREVENTION BUREAU Lt.John Cosmo Lt. Norman Sylvester Inspector Inspector DUMPSTERS AND RUBBISH CONTAINERS Application Date: Map/Parcel: PERMIT TYPE: Dumpster/ ubbish Permit#: 4 - - Location Name: Phone: - 2 6 7-,S 70 Location Address:-//,/,, c-re ROO CP Contact: In accordance with Mass General Law Chapter 148- Section 10-to wit: 527 CMR 34.00, I request permission to: (circle) INSTALL/MODIFY/REPARUREMOVE/STORE/USE the following: DUMPSTER Describe work:. Repslclve e,<jr17A16 11wiry� � Applicant's Name: Q ffz Address: �10 Phone#; _ S71!�-3(� 7- o 7c� Fax#: /wR License Type: License#: Expires: Print Name: Signature: Note: Paid: Ck#: RESTRICTIONS REQUIREMENTS- Attach a drawing that shows locatipn of dumpster in relation to the building 34.03:Permits Required The owner,lessee or refuse generator of any premises shall obtain a permit from the head of the fire department for rubbish containers, which are emptied by mechanical assistance,of six cubic yards or more in the aggregate of compacted or uncompacted combustible rubbish.Permits shall state container location(s)and the name and telephone number of the company,or person who can be reached in an emergency.No permit shall be required for containers which are delivered to a location and removed in the course of a single business day. Granting Fire Official: Permit granted on: Expires: O 1 - N!1tI G THIS APPLICATION IS DEEMED TO BE A VALID PERMIT ONLY WHEN SIGNED BY THE GRANTING OFFICIAL AND STA�NT� qjmbw. Hyannis Fire De ��EVEND�O RTI Pd: $ Cash[]' Check ]# A vE FP� � S 1 1400L'9L1 tIYA�t11�Y�r1lS,� Rev 4/14• Tel. 508-775-1300 Fax 508-778-6448 'Emergencies 9-1-1 i F ✓� 0 0 i n u ° u nn � ° ° Effective Date: April 2nd, 2014 a n u Western Surety Company u n ° LICENSE AND PERMIT BOND ° u KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 61988009 e ° n u p u p That we,Walter R. Warren, Jr. dba Northside Home Improvement u u n ° of Yarmouth Port , State of Massachusetts , as Principal, o n and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ° Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee, in the penal sum of Five Thousand and 00/100 DOLLARS ($5,000.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until April 2nd 2n1 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thi Al ,31ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh0' H�� expo .16 lieved from any liability for any acts or omissions of the Principal subsequent to said dp �•;�the number of years this bond shall continue in force, the number of claims made !is bbo & the number of premiums which shall be payable or paid, the Surety's a total limit of ]n.; i snail note M1hulative from year to year or period to period, and in no event shall the Surety's total liU hyZb ) mlt—exceed the amount set forth above. Any revision of the bond amount shall not be ° u cui4b, we. :�1`�.�« n ° Da tea MAI; 2nd day of April 2019 n ° 0 ° p No hsid Ho a Im rovement n ° Principal n e n ° n ° o Principal WESTE SUR T COMPANY n u n ° n B u n y n Paul T.Bruflat,S&dor Vice President a Forth 532-12-2011 ° n u n ° u ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 2nd day of April 2014 ,before me,the undersigned officer, personally appeared Paul T. Bruf lat ,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 instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }4Ybbbb4444444Y4Y4bb444bb} S. PETRIK i g pL NOTARY PUBLIC S y s SOUTH DAKOTAB ry Public—South Dakota }4444444444444Y4444b4444} My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of ,before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) as COUNTY OF On this day of ,before me personally appeared who acknowledged himself/herself to be the of ,a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himselgherself as such officer. My commission expires Notary Public C fd E q U o w a C o b w z b a a y b o o n w ¢ b Western Surety Company POWER OF ATTORNEY 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 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, 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 South Dakota its regularly elected 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,the following bond: One Street Opening Town of Barnstable bond with bond number 61988009 for Walter R. Warren Jr dba Northside Home Improvement as Principal in the penalty amount not to exceed: $ 5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now In force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary,any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-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 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. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 2nd day of April 2014 ATTEST WESTE N U R E T COMPANY yl , By L.Nelson,Assistant Secretary Paul T ruflat,Vice President too r STATE OF SOUTH DAKOTA ss *, $C AV,*," COUNTY OF MINNEHAHA r�'�,;r0(j......•... . O1�,. On this 2nd day of April 2014 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 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. }cooaoti4titi4ti�otiA4tihtitiehbtiti4y d S. PETRIK NOTARY PUBLICS a a SOUTH DAKOTA iti44ya4ti4titi4tiaatiaatiti44ti4 Notary Public My Commission Expires August 11,2016 Form F1975-1-2012 REScheck Software Version 4.4.4 Compliance Certificate Project Title: New Costruction Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 1,310 ft2 Glazing Area Percentage: 24% Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 116 Bay Shore Rd. Paul Capa'sso Rob Warren Hyannis,MA 02601 116 Bay Shore Rd. 40 Alexander Dr. Hyannis,MA 02601 Yarmouthport,MA 02675 Compliance: Compliance: 4.5%Better Than Code Maximum UA: 484 Your UA:462 The%Better or Worse Than code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies AssemblyGross Glazing . Door ILIA Ceiling 1:Flat Ceiling or Scissor Truss 1,560 38.0 0.0 47 Ceiling 2:Cathedral Ceiling 400 . 30.0 0.0 14 Wall 1:Wood Frame, 16"o.c. 2,730 21.0 0.0 115 Window 1:Vinyl Frame:Double Pane with Low-E 564 0.320 180 SHGC:0.00 Door 1:Solid 40 0.270 11 Door 2:Glass 105 0.310 33 SHGC:0.00 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space. 1,890 30.0 0.0 62 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in.the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Costruction Report date: 04/08/14 Data filename: Untitled.rck Page 1 of 7 Commonwealth of Massachusetts Sheet Metal Perm - Map OCT 2 ® 20It : . � .9s J 'Estimafed-Job.Cost:.$. 9,5,' a®D• 00 - 0`2014 OCT.2 Peimrt Fee:$ Plans Snbmittea YES No HIV®F:BqR P Reviewed:'YES .�� .No NS B E Biisiuess License Applicaiit License# 1 ,204 Business Information Property Owner/Job.Locati'on InforMon:. MGt*w 67akon s -Name: . '' Qom4 o v(-`. Name: ��wl (' sSa` (�o✓k�5cle �-�er FcM�rotre+►�e„� Street: P 0. 13 oc &3 el Street: 114; 50-a S 60-0. Dr-;ve, CIty�Town: ��yl -e -ya f(P 2(03�� ; City�£dwn: -t'!!d Yl1�S • '.... „ Telephone:- 501b' -Z y I 034,S Telephone: 5 08 361 5®"70 Photo ID.required 1 Copy of Photo LD. attached: , YES. NO Staff inifial J-1/6-�L1IIFestrictpd license i 1 /M-2-rest cted to dwellings 3-stories or less and commercial up to 10;000 sq. I!2-stories or less - i Residential: 1-2 family i✓ Mniti-family Condo/Townhouses Other y Commercial:, Office Retail Industrial _Educational Fire Dept.Approval Institutional_ Other, i Square Footage:. under 10,000 sq.fL overk10,009sq.ft. Number-of;;tortes: Sheet metal work to be completed. New Work: ✓ Renovation: HVAC V. Metal Watershed Roofing Kitchen Exbanst System Metal Chimney/Vey AirBalancing Provide detailed description of work to be done: 1 t rn L at a' a � i 4 W _. -, i • ..Sys \'.. tv. . .•-0.. .,.�;. , �+ t .INSURANCE COVERAGE: �' I'Ciave a earrent j li ginsarance'poilcy or its equivalentwfiich meets-the requirements of M.ML•Ch.III Yes E(Na❑ I If you:Maus-chpciced'X.&,Mdicate the typd'vf:coverage by checking the appropriate.box below:"+ I A IiaiAty into rande.pdticy [ _-Othertype of indemnity ❑ Bond El OWNER'S INSURANCE WAIVER:I am aware that the licensee does not-have the insurance coverage required by Chapter 112 of the l'ca'on' -this requirement Massachusetts General Laws,and that my signature on this pennrt app r 6 waives _ 'Check Dne:Oniy - Owner ❑ Agent Fr Sig re.of Owner or Ownefs Agent # ' By checking thEs.bo> ,.I.hereby certify tfiat all of the details and information I have stilirritfbed(or errter [egardmg this appgcatlon.are Eve and accurate to.the best of`rn'knoWledge and that all shdet-ftietal workarid-instaliations performed under the permit-issued1br this apprication will tie' in compliance with-all perti ieritprovisiori of the Massachusetts BrSlding Code and Chapter-112 of the General Laws. --Dudinspection required.prior to.insulation installation:YES' NO _ Pro> s hasnections Date Comments- Final InEgection ~ Date - Comments Type.of License: 3y [Master ride ❑Master-Restricted A ;if)rlTown E3JoUmeyperson ignature of licensee ` I . '❑J.oumeyperson-Restricted i License Number. `204 =ee S _ Check-at www.massmovldnl nspectorSignatuie:ofPer ulApproval - �TME 'own. of Barn-stable Regulator.Services • e- r MAM Thomas iF.Gelder,Director 16J9. ©�' Building Division Tom Perry,Building:Commbsioner. 200 Main Street;Hyannis;MA 02601 wovw.town.barnstable taa.ns Office: 508-862-4038 Fax: 508-790-6230 {: Property Owner Must Complete and.Sign This.Section If Vsing.ABuilder PI, oo ,as Owner of the subject propext7 a hereby authorize to act on my behalf, in all matters relative to work.authorized by tliis building permit e K 3� (Address o Job) **Pool fences and alarms are the responsibility of the applicant. Pools � are not to be filled before-fence is:installed and pools are�not to be u 'zed until all final inspections are performed and accepted. Signature of O r Si atur ofApplicant i �` �Glfit I��E.U�fi1 Print Name Prat Name ate Q:FORMS;OWNERFERMISSIONPOOLS ` The Commonwealth of Mass a chusetts Department of Industrial Accidents a Office of Investigations ' r a I Congress Street, Suite 100 Boston,ALL 02114-20117 s� www mass.gov/dia 1 Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legji L Name (Business/OrganizatiorAndividual): Matthew Eaton / DBA/ C1ape Comfort Solutions Address: 168 Stoney Cliff Road, P.O. Box 637 I City/State/Zip:Centerville, MA 02632 Phone#:5018-771-0365 Are you an employer? Check the appropriate box: 1 4. I am a general contractor and I TywNew oject(required): 1.0 I am a employer with ❑ g employees (full and/or part-time).* have hired the sub-contractors 6. construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling shipand have no employees These sub-contractors have , 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance. , required.] 5. ❑ We are a corporation and itis 10.❑ Electrical repairs or additions 3.ElI 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.n Roof repairs insurance required.] t c. 152, §1(4),and we have no .HVAC employees. [No workers' 13.■❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my e yloyees Below is the policy and job site information. i Insurance Company Name:Associated Employers Insurance Policy#or Self-ins. Lic. #:WCC50050112782014A Expiration Date:08/22/2015 Job Site Address: 116 Bay Shore Drive City/State/Zip: Hyannis, MA 02601, 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 welfas civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. { I do hereby c rti u (she pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 10/20/2015 Phone#: 50 0365 Official use only. Do not,write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): , 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other I Contact Person: Phone#: Client#:36684 2CAPEC08 ��ACORD,. CERTIFICATE OF LIABILITY INSURANCE D 0/172014 ) THIS CFERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONE A/C No E:t:508 775-1620 ac No: 5087781218 Insurance Agency E-MAIL ADDRESS: Hyannisnis,,,MA 02601 973 ugh Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Safety Indemnity INSURED INSURER B:Associated Employers.Insurance Matthew Eaton DBA - INSURER C:Citation Insurance Company t Cape Comfort Solutions 168 Stoney Cliff'Road INSURER D: INSURER E 'Centerville'MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE NSRLSUB WVD J POLICY NUMBER MMIDDY EFF POLICY FxP LIMITS A GENERAL LIABILITY BMA0015491 8/22/2014 08/22/2015 EACH OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY PR n ISES EaEoNTc ante $100 000 CLAIMS-MADE 5XI OCCUR MED EXP(Any one person) $10,000 X PD Ded:250 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY jE 4 LOC $ C AUTOMOBILE LIABILITY 13MMBBWC78 11/18/201311/18/201 aeDnt)SINGLELIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED X AUTOS BODILY INJURY(Per accident) $ . X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS i Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC500501`12782014A 8722/2014 08/27/201 'X WC STATU oTH- AND EMPLOYERS'LIABILITY Y f N - �Y E ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $5OO OOO OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES(Attach ACORD 101,Additional Rema*s Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIgD REPRESENTATNE G c�,--�- ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S139568/M139567 LS1 nU jP EN NUMBER 531744195 * ' '�'� ,�„' � •�. � *r' � gym"Y CLASS REST' RGT - EAI�Qf�l�'� MATT Wf'j f ,& 168 STONEY,CUFF CENTERUILLE,MA `� a 0(2�6322837 ° H �"""^�•":^:-ram COMMONWEALTH OF Mh SAtkUSETTS h s o o • o o SHEEN METAL: WORKERS TISSUES THE'.-yFOLLOW .G' L{CEIVSE ' } iz AS �4 MASTER UNRESTR I CTED j t i� MATTHEW�J� E'ATON r 1 b8 STONEY >CL I E F' R� , `#W CETERVI LLE' tAt o2632 2837�, ; 1 .Er 202203fi s I i I _ I r 4 THE STRUCTURE IS LOCATED IN ZONE A9, EL 10 \ AS SHOWN ON FIRM COMMUNITY PANEL \ 250001 0006 D, EFFECTIVE DATE: 7/2/92 STAIRS TO / WATER. / LOT 97 LOT 96 8.853t S.F. / � 1 � #108 �Pti 'o // �,e� IN.y 16\ / .0. TOA \ O op I \ / O,o NEW FOUNDATION / u TOP OF WALL �60, // 2 a "s ELEV. 12.3 �o. o� NGVD 1929 1 eG oK LOT 95 so, I 6 1 co qc�\ te. V \� \9? .06 \ '�/` / . �I• ,ems 0. V \ #132wi N) Y ®CATCH . ' A�p, BASIN \ L= 0.91 ���F _ ■A�r' R=418.06 e O 4. CATCH \ )9 st•0 C BASIN I HEREBY CERTIFY TO THE BEST OF k THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, \3HOF&4q 349 MAIN STREET WEST YARMOUTH MA. INFORMATION AND BELIEF THAT. THE LOT CORNERS, DIMENSIONS AND o�' �'S SETBACKS TO THE STRUCTURE AS ,off CRAIG A. If FOUNDATION SCALE: 1"=20 DETERMINED BY INSTRUMENT SURVEYFIELD AND CORRECT.ASSHOWN ON THIS .PLAN ARE " Na38039 E AS-BUILT PLAN DATE: 6/25/14 1 #1 16 . BSC# 49779.00 LLAND BAY SHORE ROAD - RAIG A. FIELD, PLS DATE FOR THE BSC GROUP, INC. HYANNIS, MASS SHEET 1 OF 1 i REScheck Software Version 4.4.4, Inspection Checklist Requirements: 10 0% were addressed directly in the,REScheck software Text in'the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,orthat an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Plans'Verified Fieltl Verified 2009 IECC Pre-InspectionlPlan'Review Gampl�es? ` CornmentslAssumpisons,. Value „ Value• _ - R Construction drawl �103.2 drawings and >; '❑Com lies [PR1]� documentation demonstrate energy ❑Does Not Comply:A° code compliance for the building envelope. ❑Not Observable } ❑Not Applicable 103.2, Construction drawings and lip, ' ❑Coinplies� 403.7 documentation demonstrate energy x 5 []Does Not Comply [PR3]' code compliance for lighting and ❑Not Observable mechanical systems.Systems serving _ Er `❑Not Applicable :multiple dwelling units must, F , demonstrate compliance with the ' commercial code. 4g3.6`, ry Heating and cooling equipment is Heating: Heating: ` ❑Complies [PR2]1 sized per ACCA Manual S based on B1, 1tu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other E Cooling: Cooling: ❑Not Observable 4 approved methods. Btu/hr. Btu/hr ❑Not Applicable t F ' Additional Comments/Assumptions: , CVJ • 1 High Impact(Tier 1) ?,*]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Costruction Report date: 04/08/14 Data filename: Untitled.rck Page 2 of 7 2009 iECC, Foundation Inspection Complies? _ aComentsfAssu p m mtaorts . ,�, �,,. . . , 303:2'1 A protective covering is installed to :❑Complies jF01112 =protect exposed exterior insulation El Does Not Comply and extends a minimum of 6 in.below ❑Not Observable grade. ❑Not Applicable r 403:8 Snow-and ice-melting system ' ❑Complies' (F01'2]z controls installed. `<❑Does Not Comply ' x € ;❑Not Observable o ❑Not Applicable Additional Comments/Assumptions: ' t PIN High Impact(Tier 1) �W i2 Medium Impact(Tier 2) 3Ti Lovv Impact(Tier 3) Project Title: New Costruction Report date: 04/08/14 Data filename: Untitled.rck I.Page 3 of 7 Plans Uer�fied Field Verified 2409:IECC Framing 1 Rough In Inspection Value;: Value Comphes� � Comments/Assumptions 402.1.1 Door U-factor. U- Y U- ❑Complies See the Envelope Assemblies table for 402.3.4 E ❑Does Not Comply:values. [FR1]1 ❑Not Observable . ❑Not'Applicable 402.1.1, Glazing U-factor(area-weighted U- U ❑Complies See the Envelope Assemblies table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, ❑ 402.5 Not Observable [FR2]' 1. ❑Not Applicable : 303.1.3 U-factors of fenestration products are ❑Complies [FR4]1 determined in accordance with the . ❑Does Not Com I NFRC test procedure or,taken from ply the default table. ❑Not Observable „a _=u.. ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned',, U- ` U ❑Complies [FR8]' :space have a maximum fenestration ;❑Does Not Comply -; U-factor of 0.50 in Climate Zones 4-8: F IF Observable New glazing separating the sunroom from conditioned space must meet ❑Not Applicable code requirements. 402.3.5 Sunrooms enclosing conditioned ; •U= , U- ❑Complies [FR9]' space have a maximum skylight Um _. I❑Does Not Comply: factor of 0.75 in Climate Zones 4-8. £ ; ❑Not Observable ❑_Not Applicable 402.4.4 Fenestration that is not site built is ❑Complies [FR20]' listed and labeled as meeting , � � []Does Not Comply , AAMA/WDMA/CSA 101/I:S.2/A440 or AV , [-]Not Observable has infiltration rates per NFRC 400 .that do not exceed code limits. []Not Applicable 402 4.5 IC-rated recessed lighting fixtures : �:❑Complies [FR16] sealed at housing/interior finish and o El Does Not Comply labeled to indicate 2.0 cfm leakage at 75 Pa. ;❑Not Observable ❑_Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies [FR12]' R-8.All other ducts in unconditioned R- R- ❑Does Not Comply spaces or outside the building ❑Not Observable envelope are insulated to R-6. ❑Not Applicable rice' �• .._._...._._...._...._._........_..._.._._...__ ......_ 403.2.2 All joints and seams of air ducts,air []Complies [FR13]' handlers,filter boxes,and building s ❑Does Not Comply z 4_1cavities used as return ducts area ❑Not Observable sealed. w ..,. � ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. "❑ Does Not Comply z r _ ❑Not Observable ,..�; ° '" ❑Not Applicable _ 403 3 HVAC piping conveying fluids above R R- ❑Complies [FR17]2 105 T or chilled fluids below 55 IF ❑Does Not Comply are insulated to R-3. ,< ❑Not Observable y . ❑Not Applicable 403 4,% Circulating service hot water pipes are; R- R- ❑Complies [FR18]2 insulated to R-2. ❑Does Not Comply:. Not Observable ys _ ❑Not Applicable 403 5 ` Automatic or gravity dampers are i ; �.❑Complies 5[F�R19]z installed on all outdoor air intakes and ❑Does.Not Comply Z.jWj exhausts. �� `. ❑Not Observable x:,✓,,.�jsi,,,,,� ��,�.,.' �� .: �� ,"`" , ❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 ;Medium Impact(TieG2) 3'i Low Impact(Tier 3) Project Title: New Costruction . Report date: 04/08/14 Data filename:. Untitled.rck Page 4 of 7- i Plans Ueried Field yenf�ed 2009IECC Insulation�Inspectfon Cpmpltes� CommentslAss49 umpt[ons , Value` Value 303 1Z All installed insulation is labeled or the i ❑Complies Requirement will be met. [IN13] i rnstalled R-values provided. , z ❑Does Not Comply, x Q '❑Not Observable �> El Not Applicable 402.1.1 Floor insulation R-value. R- R- ❑Complies See the envelope Assemblies table for 402.2.5, ❑ Wood ❑ Wood ODoes Not Comply values.r 402.2.E ❑ Steel ❑ Steel ❑Not Observable [IN1]' ❑Not Applicable 303.2, Floor insulation installed per ' ❑Complies Requirement will be met.` 402.2.6 manufacturer's instructions,and in q ❑Does Not Comply [IN2]1 substantial contact with the underside `❑Not Observable of the subfloor. s ❑NotApplicable- 402.1.1 Wall insulation R-value.If this is.a R- R- ❑Complies See the Envelope-Assemblies table for 402.2.4, mass wall with at least'%of the wall ❑ Wood ❑ Wood ❑Does Not Comply`values. 402.2.5 insulation on the wall exterior,the [IN3]' exterior insulation requirement i El Mass ❑ Mass ❑Not Observable applies. ❑ Steel ❑.Steel ❑Not Applicable 1 303.2 i Wall insulation is installed per x ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. $ ❑Does Not Comply / \ -,,,-[]Not Observable _ ... ,N ;❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]' minimum R-value of R-13.New walls El Does Not Comply separating the sunroom from ❑Not Observable !conditioned space must meet code requirements. ❑Not Applicable 303.2 Sunroom wall insulation installed per - ❑Complies [IN9]' manufacturer's Instructions. <❑Does Not Comply 3 y� � � � � F� �" �❑Not Observable 402.2.11 ;Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]1 R-value of R-19 in Climate Zones 1-4, ❑Does Not Comply. and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is installed v w❑Complies [IN11]' ;per manufacturer's instructions. ` ❑Does Not Comply [ ❑Not Observable ... _ ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)• 3 Low Impact(Tier 3) Project Title: New Costruction Report date:, 04/08/14 Data filename: Untitled.rck Page 5 of 7 Plans UerEfied Feld Uertfied ! T 2449IECC Final'Inspection Provisions Value, Value Complies' Comments/Assumptions 402.1.1, Ceiling insulation R-value.Where>R R- 'R- ❑Complies See the Envelope Assemblies table for 402.2.1, .30 is required,R-30 can be used if ❑`Wood Wood `❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves.; Steel Steel T❑Not Observable [FI1]' R-30 may be used for 500 ft2 or 20% ° £ , (whichever is less)where sufficient .b ❑Not Applicable space is not available. — ..__..._... _..._..._ ...... _...�. 303.1.1.1 Ceiling insulation installed per z z� ❑complies Requirement will be met. 303.2 manufacturer's instructions.Blown ' ❑Does Not Comply; 4 [FI2]' insulation marked every 300 ft2. �QNot Observable ❑Not Applicable - 402.2.3 Attic access hatch and door insulation ; R- R ';❑Complies [FI3]1 R-value of the adjacent assembly. ❑Does Not Comply;; Observable :[]Not . ❑Not Applicable 402.4.2, Building envelope tightness verified E ACH_50= ACH 50 ❑Complies 402.4.2.1 by blower door test result of<7 ACH ❑Does Not Comply [FI17]' at 50 Pa.This requirement may ❑Not Observable instead be met via visual inspection, ' in which case verification may need to ❑Not Applicable occur durin. 4024.3 4 Wood-burning fireplaces have El Co [FI8]zti gasketed doors and outdoors ❑Does Not Com I combustion air. z N P Y of Observable ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies . [FI4]' result of 8 cfm to outdoors,or 12 cfm ❑Does Not Comply across systems.Or,rough-in test ❑Not Observable result of 6 cfm across systems or 4 cfm without air handler.Rough-in test ❑Not Applicable verification may need to occur during Framing Inspection. 403 1.1 �;Programmable thermostats installed ❑Complies [FI9]2< on forced air furnaces. ... ❑Does Not Comply ❑Not Not Observable l cab e �. .. r ,. ❑ Pp _ 40312 S Heat pump thermostat installed on -a ` ,A ❑Complies — [FI10]2" r heat pumps. € `` " ❑Does Not Comply ' iA t.� . • ),'�� �� � � ❑Not Observable . ❑Not Applicable 403,4 Circulating service hot water systems ' ' ❑Complies [FI11]2 `have automatic or accessible manual IYR ❑Does Not Comply { ^controls. ❑Not Observable Not Applicable 4019.1 Readily accessible switch on heaters .: ❑Complies [FI12]3 i for swimming pools. ❑Does Not Comply []Not Observable ❑Not Applicable 403.9 2 Timer switches on pool heaters and ------___._.._._.._... _.. _ ...._. p , ,� ❑Complies. [FI19]3 pumps are present. ❑Does Not Comply . � - ❑Not Observable []Not Applicable 403 9:3 ?Heated swimming pools have a cover ❑Complies [FI20]3 Covers on pools heated over 90°F" ❑Does Not Comply: are insulated to R-12. ' ... � ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent fixtures r 'OComplies [FI6]' are high efficacy lamps. []Does Not Comply ❑Not Observable .. ._x, a . .' W MDNot Applicable 1 High Impact(Tier 1) 12 Medium,impact(Tier 2) 3, Low Impact(Tier 3) . Project Title: New Costruction Report date: 04/08/14 Data filename: Untitled.rck Page 6 of 7 Ae ��` PlansUeiifled Field.,Vedfied, 2009�IECC Final Inspection Provisions Value: �lalue x Complles'., Co mmentslAssumpfi©ns z z _ 401 3 4 Compliance certificate posted. p zp❑Complies. jFl7] . ❑Does Not Comply ❑Not Observable x��` " •,�- `❑Not Applicable 303.3 Manufacturer manuals for mechanical - ;� g ❑Complies [FI18]3 and water heating equipment have ❑Does Not Comply;' been provided. Al -,--`"[]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 !:Medium Impact(Tier`2) 3 , Low Impact(Tier 3) Projectlitle: New Costruction Report date: 04/08/14 Data filename: Untitled.rck Page 7 of 7 f 2009 IECC Energy ea Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Boa a a Window 0.32 ' Door 0.31 Heating System: Cooling System: Water Heater: ,Name: Date: Comments: . 1 A 300 First Ave., Suite 100 No��hWa� Needham, MA 02494 Tel: (781)431-2500 INSURANCE SERVICES, INC. Fax: (781)431-6134 www,nsins,com April 2,2014 Walter R. Warren,Jr. dba Northside Home Improvement 40 Alexander Drive Yarmouth Port,MA 02675 Re: Street Opening Bond #61988009 Effective 04/02/14 to 04/02/15 Dear Mr. Warren: Enclosed please find your new Street Opening Bond issued for the Town of Barnstable in the amount of $5,000. We would like to take this opportunity to thank you for your business. Should you have any questions, please do not hesitate to contact us. Sincerely, Lori Palmer Account Manager LP/kl f Paul E. Capasso 59 Nobscot Road Weston, MA 02493 Cell 617-312-0332 Home 781-891-3036 ._ To all who are concerned: 'I, Paul E. Capasso, the owner of property at 116 Bay Shore Road 'in the Village of Hyannis,.Ma 02601 appoint Walter R. War'ren,JR. principal of NorthSide Home Improvement 40 Alexander Drive Yarmouthport, MA 02675 508-367-5070 as contractor to Demo existing house and to build a new home forme on this property. Please allow Walter Warren/HomeSide Home Improvement to apply for all required building and other permits that the Town of Barnstable requests., Thank You; J Paul E. Capasso Commonwealth of Massachusetts Middlesex, ss: On this ''1" day of .12014,-before me the undersigned.notary public; personally. appeared before me proved to me through. satisfactory evidence of ch is that he personally known to me, to be-the person whose name is signed above. He acknowledged to m that.he" ; signed it voluntarily for its stated purpose. My commission expir S. r Office of Consumer Affairs & Business Regulation- Mass.Gov Page 1 of I' The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR), Consumer Affairs and Business Regulation Home Consumer Home Improvement Contracting HIC Registration ' e r w '• . Sir Registration# 17650.5 Home Improvement Contractor Registrant NORTHSIDE HOME IMPROVEMENT Registration Home Page ' Name. WALTER WARREN ` Address 40 ALEXANDER DRIVE • City, State Zip YARMOUTHP.,ORT, MA 02675 ` Expiration Date 08/27/2015 Complaints Details 'No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search .; ©2012 Commonwealth of Massachusetts. * .+ e Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. e ' r : Massachusetts -Department of Public Sa`ety +i k Board of Building Reguiaficris and Standards Construction Supeniscr , License. CS-091653 a - _. . ``mil• �'!� a . • WALTER R WARREN_JR"' •`,,� 40 ALEXANDER llR ' YARMOUTH PORT MA' 0267s Expiration Commissioner *` 09/30/2014 htti):Hservices.oca.state.ma.us/hic/liedetails.aspx?txtSearchLN=78420 12/10/2013 Amneeseo Mereuri Doc=1 .229 s 497 08-27-2013 11:56 . AttorneyAt Law Ct f=°201275 BAR.NSTABLE LAND COURT REGISTRY 73 Lexington Street Newton,MA 02466 QUITCLAIM DEED We, SHEILA BOURNIVAeand LAURA EMILY BOURNIV4 Trustees of the SM)Ei REALTY o TRUST, under Declaration of Trust dated September 27,2011 and registered with the Barnstable Registry District as Document No. 1176553,both of West Barnstable,Massachusetts *being unmarried h for consideration paid of Nine Hundred Fifty Thousand($950,000.00)Dollars grant to PAUL CAPASSO and JANET CAPASSO,husband and wife, as tenants by the entirety, B both of 59 Nobsoot Road,Weston,Massachusetts 02493 with QUITCLAIM COVENANTS The land,together with the a buildings thereon,in Barnstable(Hyannis),Barnstable County, Massachusetts,bounded and described as follow'V 0 SOUTHWESTERLY by Bay Shore Road,ninety-two and 5110(92.5)feet; r. f NORTHWESTERLY by Lot 97,about one hundred twenty(120)feet; H g «� NORTHEASTERLY by Lewis Bay,about sixty-two and 5/10(62.5)feet; Ca SOUTHEASTERLY by Lot 95,about one.hundred twenty(120)feet. A d All of said boundaries,except the water lines,are determined by the Court to be located as shown on subdivision plan 7615-B dated April 1926,drawn by A.C.Peters,Civil Engineer and filed in Cthe Land Registration Office at Boston,a copy of which is filed in the Barnstable County Registry of Deeds in Land Registration Book 6,Page 1 I with Certificate of Title No. 1261 and +y said land is shown thereon as I,OT 96, L Sheila Bournival,individually and as Trustee of said Trust,hereby release all my right,title and homestead interest in and to said premises. I,Laura Emily Bournival,individually and as Trustee of said Trust,hereby release all my right, title and homestead interest in and to said premises. For title,see Land,Court Document No. 1176554,Barnstable County Registry of Deeds and Land Court:Certificate of Title No 195521,Barnstable.County.Registry of Deeds. t_ Witness our hands and seals this'day of August,2013. SMF Realty Trust Sheila Bourffival,Trustee Laura Emily Bournival,Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On Us zz-day of August,2013 before me,tbe'undersigned notary publio,personally appeared Sheila Bournival and Laura Emily Bournival,Trustees,SMF Realty Trust,proved to me through satisfactory evidence of identification,which was photographic identification with signature issued by a federal or state governmental agency,[j oath or affirmation of a credible witness,❑ personal knowledge of the undersigned, to be the persons whose names are signal on the preceding or attached document,and acknowledged to me that they signed it voluntarily for its stated purpose. i I f • i No&y Public My Commission Expires: ERIC M.IAMI MAS Molary Public coenr�ar:we�xHort anAss�cNusEns i a!y ComMla:lon Expires octofisr 14.2016 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 08-27-2013 D 11:$6ae CUA: M Doc`:: 1229497 Fee;. :$3r249.00 Cons: `$950t000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRYt Date: 02-27-2013 a 11:56aa ctlT: 59$ - Dom: 1229497 Fee'. 52►565.00 Cons: $950,000.00 f ' Town of Barnstable Department of Public Works 382 Falmouth Road; Hyannis MA 02601 M"S& www.engineering@town.barnstable.ma.us R Office: 508—862 -4090 Fax : 508 862 4711 April 9 , 2014 Subject : Disconnection from municipal sewer of 116 Bay Shore. Road ; Hyannis village Map & Parcel' 325 - 79 Dear Sirs ; This is to notify you that the property at 116 Bay Shore Road ( Map &Parcel 3.25 - 79 ) , in Hyannis village, MA was disconnected from municipal sewer on April 9 , 2014. The disconnection was inspected and accepted by the-Construction Projects Inspector from the Town of Barnstable DPW—Admin &Tech Support. A sewer compliance record and a record drawing Will be completed and filed in the Admin &Tech Support office. If you have any questions, or need additional information,..please call Dave Anderson at 508-790 - 6244. Sincerely ; David ] nderson Construction Projects Inspector . Town of Barnstable DPW - Admin & Tech Support �ATYarmouth Rd. IME r, Department of Public WorksP�.Box 3 Water Supply DivisionXa A. # {Q26d.�-326 * BARNSTABLE, • TEL:i6 3 MASS. g 3 1639• .m Hyannis.Water System Operations FAX:508- ArFD MP'�A f April 10, 2014 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 RE: 116 Bay Shore Road—ACCT# 6061.03 Dear Sir: Please be advised that,the above water service was shut off and the meter# 88504358 removed. The. water service at the above address was cut and capped by Ricker Construction on.4/9/14. The owner has informed us that the building is going to be.demolished. If you have any questions,please call the office at(508) 775-0063. Sincerely, 0-t Jayne Starck� Hyannis Water System i i ADr. 1C. 2i14 7:47AM NSTAR-SUNS Na. 0098 P. 1 IWAROne NSTAR Way EL FCTA/C WahmA Massaftsans o2a90 &AS April 10,2014 Paul E. Capasso RE: 116 Bay Shore Road, Hyannis Dear Paul E. Capasso: At NSTAR,we're committed to delivering great service. This letter serves as confirmation that,as of April 10; 2014, the electric service to 118 Bay Shore Road, Hyannis, has been removed. Based on this Information,there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at(888) 633-3797. Sincerely, Mary' Mundell New Customer Connects rationalIUM ". . April !7, 2014 F Attn: Pau! Capasso RE: 116 Ray Shore-Rd.yHyannis, MA w This letter is to notify you that the gas service located at 116 Bay Shore Rd, Hyannis, MA, was`cut and,, CePPed on the.property on.4/17/14. If you have any questions, please feel free to contact me @ 508 760-7463. Thank You; v Sarah.Bnllant. Gas Customer Fulfillment " National Grid ; 2,�Whites.Path S. Yarmouth MA:02664 Tel #:508 760-7463 Fax# 5,08 394-5019 ; , �tNE� Town of Barnstable Conservation Commission BARNSUBU& 200 Main Street ���' .. Hyannis Massachusetts 02601 Office: 508-862-4093 FAX: 508-778-2412 J �3 ..SlSU Permit No. Statement of Al;pljc5...:nt/A.!iplicant's Agent upon Obtaining a BulldWi.11 T c t wit Apf.- cation Signoff from this Bkn.fts�i.l. C,lvsc,6,i€an Division i I fully understand that althot}.€h I hav,-obtained a s),7xv. &,_,, '. ? .,o f V c;.-,I,9,t Application for m project site work may not 1 �PP YPe J_ y utader the.Order of Condiaorts.ulltil tl:i-t.b1lowing,f (I ,.tcbi ,v.1` of the Order of Conditions)have been met i Fiat i, ea !'Jet l:. �TltllL'4'7 oil.-Joo ,e.i'�t Ca�.3i%F `� t€,Pf l� (hd ra t n f a Gmm-e:.ncemerit o.w y work ap -0 /',_ CJCr➢t.F'el 4 t JS t'_,.`Id r�, _:S� a .,�y ° f�".�L lcahar a!>t�.,? ^�f �r ` Ir_!i C plied with. rtwi, r 2 I �IKlrL`>`1.S6. Ou ;� iLsd'111.e pI'UJ£Ct CODtraCtUTS t0 eDSrSt s- i Wild,ld Kyf—is Of tl9E` R, dv,, c� t�CM-op) d e i , 1.1,y, r s ,:a;:. ;iC1C'copies of the Order of CGlxdit+an � " if4�ctnrs Fngr to the start®fwork. Bat R a", i CSJn4tp.Z'�<t?rla1.. �0�asu .,.A sj GTXI.IS l` ror;'1 �r,nA C a " c -idIl f11iDCd tO the COYnmISStU_I1 PIlOI t0 t1Yf iiPs t work f ._ . i �t•/1 [,._.� 3. Getteral Condition 9 ou mate 3 1 f i _ 4. Ile Conservation Crp wDission sh,I,F,. ! l .;t u in.advance of the start of work • j �] 5. The work limit line sbo wwon the a,I',I,re,'✓c st l lf.; a it b ! :' cid in tho,:field by the project surveyor/engineer. i 6. Staked straw.bales backed by trencbc d:i-;�a, be set along the approved work limit line. Effective sediment controls shall remain until thc'sil:e is stabi)izcd wiCct vegetation. 7. A sequence of color photographs showing the undisturbed buffer lone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground(or bottom of the photographs.. Applicant or Applicant's Agent S* a Date t Company Name Phone# 1-7 Print Name t: q:forms:bldsignoff '. ; . Massachusetts Department of Environmental Protection Provided`by MassDEP.: Bureau of Resource•Protection=Wetlands: s`Es-515o MassDEP File# WPA Form 5 - Order,of"Conditions Massachusetts Wetlands`Protection,Act M,G.L. c.. 131, §40. eDEP Transaction# Barnstable- Cityrrown E. Signatures ' Important: _ .` ? ,. .. .. •. � r'. ,. f - This Order is valid for three years, unless otherwise specified as a special .. , JAN 1 3 .2014 When filling out condition.pursuant•to General Conditions#4 from the date of issuance. 1..Date of'Issuance " farms on the - computer,:use Please,indicate the number of members who will sign this form. . only.the itab key` This_0rder.must be signed by:a majority of the Conservation Commission::'- 2.Number:of Signers, to moveyour - " cursor-'do not The Order must be mailed by certified mail (return receipt requested).-or hand delivered to' use the.retum. the applicant.A copy must be mailed,.hand.'delivere, filed electron ically'at the same . key time with the approprike MassDEP Regional Off ice: • :Signatures. •= V, Y. ® by certified mail,retum:receipt Elby hand delivery on requested,on JAN 13 2014 Date : • .. Date F.,Appeals The.applicant;...the owner,.:any person aggrieved by this Order, any owher.ofland abutting: :the.land.subject:to this Order, or any ten residents of the city or town:.in which suchwand is.` located, are hereby notified of their right to request`-the appropriate MassDEP Regional Office to issue a:Superseding'Order of.Conditions. Tlie request must be made-by'certified mail or hand deliveryto,the`Department,.with:the appropriate filing fee'_and acompleted Request of Departmental Action,Fee Transmittal Form'' as-provided in 31`0 CMR 10.03(7) within,ten business days from the date of.issuance of'this-Order.A copy of the request shall of the same time be sent'by-certified mail or hand.delivery to the Conservation Commission and to the.applicant, if he/she.is not th'e.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'Co.mm,ission,prior to the.close of the public hearing:, re,que.sting.a "Superseding.Order, or providing--written information to the Department prior to issuance of r - a Superseding. Order:' The request shall state clearly and conclsely'the objections to the Order which is being appealed and.how the,Order does.not contribute to th:e•protection of.•the interests identified inthe Massachusetts Wetlands Protection Act(M G.L. c.,131; §:40.), and:is inconsistent" with the wetlands regufatlons;(310 CMR.10:00) To th'e extemt that the Order•is based on a municipal ordinance:or`byl8w, and`n:ot on.the Massachusetts Wefl:a ldS Protection)Act or" . regulations,the'Department has no appellate-junsdicfion. wpa5slgs.doc.•r ev.02125/2010 t Page!/of I _ L r Massachusetts Department of Environmental Protection Provided by MassDEP: ' Bureau of Resource Protection-Wetlands Mas0EP File 4:003-5150 1- WPA Form S- Order of Conditions eDEP Transaction#:622745 1 City/Town:BARNSTABLE (t Massachusetts Wetlands Protection Act M.G.-L.c. 131:,§40 G. Recording Information 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 tothe Conservation Commission-listed below. BARNSTABLE Conservation Commission,, Detach on dotted ke,.have stamped by the Registry,of Deeds and submit to:the Conservation Commission ...... ...... ......... ....7.. To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 116.SHORE BAY ROAD;HYANNIS 003-5150 Project Location MmDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for. a Property,Owner PAUL&JANET CAPASSO' 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:. 1 r 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 Rm'aiiizoio ,i Page 9 of 9*ELECTRONIC COPY. ' Tad; Town of Barnstable Conservation Commi-ssion,- MASS- �,200 Main Street Hyannis Massachusetts 02601, - Office: 508-862-4693 FAX.508-778-2412 `. Enclosurestd be returned to the . Conservation Commission' 200 Main.Street - t Hyannis,.114A 02061 Dear-Applicant Please find attached.Forms A and B referenced in the Special.Conditions Section:of your, enclosed Order of-Conditions Forms A and B must be fully executed and retained to the Conservation Commission prior to - the start of work Thank you for your attention to this detail,and for your anticipated compliance with your.Order of Conditions. Please call us with any questions._, sincerely, Rob Gatewood. Conservation Administrator Q:ICON MVMRF=IFORWiFORMRET.doc revised8J012009 Message Page 1 of 1 Jenkins, Elizabeth From: Jenkins, Elizabeth Sent: Wednesday, April 30, 2014 9:43 AM To: Franey, Patrick Subject: Consistency with ZBA Decision -Capasso Patrick: The proposed figures for building/deck/patio area, lot coverage/building footprint, and habitable floor area shown on the plans submitted to your office dated 2/24/14 (plot plan) and 4/17/2014 (floor plans and elevations - date stamped received) are consistent with the.plans approved by the Zoning Board of Appeals. The plans are also consistent with the requirements of Condition No. 9: Best, Elizabeth Elizabeth S.Jenkins,AICP Principal Planner Town of Barnstable I Growth Management Department 200 Main Street I Hyannis, Massachusetts 102601 508-862-47361 elizabeth.ienkins()town.barnstable.ma.us Town Website I Business Barnstable(HyArts Barnstable iForum Barnstable is listening! Visit our virtual town hall and share your ideas to help improve our town: . I 4/30/2014 V l Iv 1� V V 4�9 ERr ARCHITECTS,INC APPROVED 2"W ITIM PAM td(506)58T-866S (506)760-2600 S ,1, I. 566)760-5600 L.I L 1 I ` _ _ _ - - - - - NEW RESIDENCE FOR: PAUL&JAN - CAPASSO BEDROOM r T al ^� I r7T AT 1116 BAY SHORE RD ir.. I!_tHYANNIS,MA GERA 6. 6..H.H. ��- BEDROOM BEDROOM O "b b MASTER BATH isle 1 1 1 1 1 -R o. PRo.�ECT 42DB13.A. Ls_f DATE.swe0 El o- b j HALL a b � J SITTING L A C p A A.4 .4 _ PR- SE ..-._.._ ..--.--._. .._.—. PROGRESS SET -------- PRIM SET 6 - PROGRESS SET PROPOSED ROOF PLAN DR ASS S..ALL BE——.GD�R+ED H — a .nP. EN PROPOSED PROPOSED SECOND FLOOR PLAN wR"SEEsME OR:rF MRD �"'E1.A`OND w.+Ean'Ri�R.'im. n"uws .ea sF s,oR.ee REcsmnna+ RECEIVES uNiEss oTHERvnsE NaTEO. SHEET NO. ! AR 2 8 Z014 A.2 TO—NUMBER OF SHEETS q,/(yy� SET: ' �� �1a/y M.�T NS T"SS SHEET vnuD �i(� T�I Nl LVll U"LE S,C DMPnNiFD By a IMP— IN SET OF " C DRA.NGS ' = Page 1 of I Jenkins, Elizabeth From: Erik Tolley [erik@ertarchitects.com] Sent: Friday, March 28, 2014 1:04 PM To: Jenkins, Elizabeth Cc: PTARDIF@TARDIFLAW.COM; Paul Capasso Subject: Capasso, 116 bay Shore Road, Hyannis, MA Elizabeth, Please see attached revised second floor plan per the Zoning Board's comments(storage area has been elevated 2 steps above the rest of the second floor). Please call if you have any questions. Best, Erik Robert Tolley, RA, LEED AP Architect/Principal ERT Architects, Inc 299 White's Path South Yarmouth, MA 02664 www. ERTArchitects.com tel. 508.362.8883 fax. 508 .760.58000Q` 4 4/28/2014 Town of:Bamstable Zoning Board of Appeals_Decision and Notice° Special Permit No.2014-001—Capasso space. The Petitioner, Mr. Tolley, antl th'e..Board discussed strategies for ensuring the space would not be converted to habitable.space in the future: I In response to request for public comment, Jay,Matasali spoke in favor of the requesting, indicating the,conformance with side,yard setback requirements would improve his water.views. Findings of Fact At the hearing;ornFebruary 26,.201,4, the-;Board unanimously made the following findings of fact for Appeal No. 2014-001, a request fora "special permit.filed.by Paul and Janet`Capasso to demolish and rebuild a dwelling at 116 Bay Shore Road; Hyannis: 1. Paul and Janet Capasso-have petitioned fora Special Permit to demolish an existing dwelling ; and rebuild,a rebuild a two-story,2,787 square foot, four;bedroom dwelling on a.lot that contains less than 1-0,0,OO.;square feet.,, 2. The property is located a,, 11,6`Bay Shore Road, Hyannis as-.shoWn on Assessor's Map_325.as; Parce1,079. .it is in the Residence:B Zoning District: € 3. The-application.falls,within a:category specifically excepted,in the%ordina'nce for a igrant of a. special permit. "Secti-on 240-,91(H)(3)allows for the'completedemolition and rebuilding of a residence on.a<nonconforming"lot'on"a lot containing less�than 10,000 square_feet of contiguous upland by Special Permit:` t family.residentiai.dwellings.4. Site Plan Reviewis noq gle= 5. "After anevaluation of all the evidence presented; the proposal,fulfills the spirit and intent of the Zoning Ordinance an, would not represent'a substantial detrirnent'to the.public good or the neighborhood affected - " r 6. The dwelling is proposed in compliance with all setback requirements of the RR District. 7., The proposed lot coverage shall not,0kceed ZOJa or the existing.lot coverage.,,whichever is, greater. The existinglot coverage is 25% The,proposed lot coverage, inclusive of covered porches and decks, is 24.7%. 8. The floor area ratio shall,not.exceed 0;30 or the existing floor area ratio of the structure being demolished and rebuilt, whichever is, seater. The proposed FAR:is 28 3%. -9. The building height, in feet, 'shall not:exceed 30.feet to the highest'plate and'shall contain no more than 2'/2 stones ,.The proposed- is 20' 10'%" to the highest;plate, 1O..The proposed new dwelling would not`be substantially mare,,detrimental to the neighborhood than the e'xisting.dweIling" . The vote to accept the findings was AYE: Craig G.,Larson, Alex`M `Rodolakis;;=George T. Zevitas, Herbert K:.Bodensiek' NAY: None Decision Based on the findings of fact,.a.motion.was duly;;made and seconded to grant Special Permit No. 2014-001 subject to the following:condition's: 1. Special.Permit No 2014-001 is;grarited to Paul and Janet Capa'sso for the demolition of an existing dwelling and rebuilding;of a 2;787 square foot dwelling,af 116 Bay Shore Road, yannis: 2. he dwelling,shall be constructed in substantial conformance with:the site plan entitled "Plan Of' Land 4116-Bay"Shore"Road in>Hyannis Barnstable, Massachusetts—Proposed Condtionsn dated November 6, 2013, drawn and stamped by'Craig A. Field,,PLS of BSC Group; and the elevations'and floor plans entitled "New Residence:for Paul &Jan Capasso a1116'Bay Shore Rd', Hyannis, MA dated°'Novertiber 1$;,2013, drawn'and stamped by,Erik R. Tolley, RA of ERT' Architects; Inc; two sheets. 2 NNtAbu 6�� � cl��a Town of Barnstable Zoning Board of Appeals=Decision and'Notice Special Pe 1rdt,No.201"a Capasso a 3. The lot coverage of the dwelling shall not exceed 24:7 percentof'the lot area.and the floor area ratio shall not exceed 28.3 percent: 4. Prior to issuance of a certificate of occupancy, a certified as-built plan prepared, by an independent party shall be submitted to the Building°Commissioner to confirm that the lof: coverage and floor area:ratio of the dwelling.conforms to the ordinance and the conditions of this decision, 5. The Applicant shall demonstrate that stormwater runoff shall be contained on:sito and that.the proposed,construction and any>associated.site work shall.not exacerbate:flooding on adjacent properties.: _ 6. The proposed redevelopment shall represent full build out of the lot. Further expansion,of the dwelling or construction of additional accessory structures is prohibited without prior approval' from the Board. _ 7. Any conversion of:space,,currently determined to-be uninhagitable,nto habitable,space is prohibited; 8. All mechanical equipment associated with the dwelling (air,conditioners,electric generators, etc.')-shall be located so,as to conform''to the required.setbacks for,the district and screened from neighboring homes and'the public right-of-way. . (9-:Prior_toTissuanceiof axbuiid nng,perrnit,-the Applicant-shall submit-rev!sed ,blans_for review-and; capproval-by thg�:-Growth-Managembnt Department'-Director'that show-the,second floor::storage carea ith clearance not to�exceed 6:"6'` -The1he�ght shall�be{i te►m d bywra sing the garage ceif w ng� othe--storage'areq is above the°second floorievgl,Tas�c pposed_to lowering the roof framing 10.The decision shall:be recorded atthe'Barnstable County Registry of Deeds and copies of the; recorded decision:shall be submitted to the Zoning:Board of App.e:als Office and the Building Division.prior to.issuance,building permit. The rights authorized byth{s special permit must be exercised within two yearsunless,exten, ed. M The vote was: , AYE: Craig G..Larson Alex M. .Rodolakis.George T. ZevitaS, Herbert K. Bodensiek NAY: None Ordered Special Permit No. 20.14- to demolish and rebuild a dwelling,at 196 Bay Shore Road has been granted subject to conditions. This decision must be recorded at the tarnstable Registry of Deeds for it to be in effect and notice of'that recording submitted to the Zoning Board of Appeals.Office. The relief authorized by this decision must'.be exercised within two'years unless extended': 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 d e-cp1lon,;a copy of which rnustbe filed in the:.q id of the ..Barnstable Town Clerl� : CraigG. Larson, Chair Date Signed 1,Ann Quirk, Clerk of the Town of B'arnstatle,,Barnst"able County, Massachusetts, hereby'certify that twenty(20)days Have elapsed'since the Zoning Board of Appeals filed th{s decision and that=no appeal:of the decision has been filed in the.office of the Town:Clerk. Signed:and.sealed this _,day off . under the pains and penalties of Perjury m Ann_Quirk,Town Clerk `i. : r Dom 1::243s TOW11Of'.Bd 1 �16 'eGE LAh1© COURT REGIS:YY t I s ZonrnLL Board of`A . eals Decision;and,'Notf -e . Special Permit No. 2014'=00i - Capc sso §240-91(H)(3)-Demolifiion &!Rebuilding:on NonconformingLots 16 demolish 8�rebutlda single-fgrnly;dwelling on a lot containing less than 10000 sgff. Summary: Granted with Conditions; Petitioner. Paul:Cdpasso&Janet Capasso, 59 Nobscot.Rd,'Weston,MA Property Address: 116 Bray Shore Road,Hyannis Assessor's Map/Parcel• 325/079 Zoning: Resiclence`RB District Headng Date: February.26 2014 Recording Informafion: , Deed:Certificate:No .2Q1275 nt ,1p1- f '� y` Plan:;Land.Court Plan,76.15-B,(Lot 96J Background' 1n Appeal-2014=001 i;Paul and Janet Capasso sought a special perrrtt pursuant ao §240-91(H}(3)fcr r the demolition:and rebuilding of a single=family duelling on a. of containing'less.than Q;000 square; feet. The subject.property~.had 9,853 sq ft of upland, he.rear of the aot was def ned'by.a rock revetment at the mean high water mark _The property:was.improved wath`a 2,634 g s f:, four bedroom silb ngle-family dwelling, constructed in 1961 It was a one-sto"ry,.Cape-style dwelling`with a, . rear deck. The house did.not conform.to the 10.foot side.line:setback requirements;on eitheraide; existing side setbacks were:7.0 ft.and 9 5',ft T.he-lot-was seNed'by publicwater.,and sewer. The owners.maintained a; ier, ranip and float on"Lewis Bay The Petitioners are proposing to completely demolish the existing f,structure and`rebuild::a new 2,787' sq.ft, two-story;four'bedroom, sink a family;dwelling with aone-carattached"garage: The,dwelling was proposed in conformance with=the setback requirements of the'RB District. Procedural Hearing Surrmary Special Permit No..201,4001 to allow demolition and.rebuilding on a lot less than.10,0Q0 square feet was filed atahe Town Clerk's office and office"of the Zoning:Board of Appeals on.Deeernber 20: 3. A public hearing bef..ore the,Zoning-'Board'of Appeals was Auly:adve.rtised and notice sent to all:abutters and interested,parties in accordance with MGL Chapter 40A for January 22 2014; on,: account of inclement weather, that meeting was:.Ancelled The.public hearing was re-advertised and notices re-sent for February 26, 2014 The hearing was_.opened.on February 26, 2014 afiwhich: time the:Boardfound.to grant the special permitaub�ect to conditions Board Members:deciding this .appealwere Craig G.-Larson, A[ex`M �Rodolakis., George T <Zevitas and Herbert K Bodensiek Attorney`Paul Tardiff representedrthe Petitioners before the Board. Kieran Healy, BSC;Grou.p, Erik: Tolley,architect, and the Capasso`s were.also.present: Attorney Tardiff provided an overview of, existing conditions and the proposed project Ne re"viewed:the proposal's;compliance:with the criteria for.setbacks,:lot coverage;:floor area ratio and;:heigfit He stated;the project wou[tl be.an.. improvement gthe:neighborhood and would correctahe current'nonconforming, ide setbacks; Inresponse to questions from the Board,;Mr Healy confirmed thaf the figures.provided on.the site; plan.use the current datum(WG, D;29) and explained.the changes.:pending adoption of the new flood;maps.: Mr:Tolley explained how proposetl:cons#ruction`would comply.with;the current floodplain requirements, but-indicated it would only b- in compliance with-the current maps Board Chair�Larson expressed c incernthatahe.second floor'storage are ' did not meet;the;spiht: and intent of the FAR requirement,,,indicating.the intent was.to limit''.massing,on lots less.tfian 10,000 square: The Applicants discussed the headerheight;and'that the space would not be: habitable.. The Boar&expressed concemIhat the storage>space could be converted into habiitablo, Town of.Bamstabie Zoning Board.of Appeals Decision andNottce.:; Special Permit No.2014-001—Capasso space.. The Refitioner, Mr.Tolley,.and the,B.oard:discussed strategies for ensuring thespace=would not.be converted to habitable space in the future In response to request for:public,comment, Jay"Matasali spoke m favor of the,requesting, Vindicating; the conformance withside yard setback requirements would=improve his water views. r - Findings,of fact At the hearing on February 26, 201`.4, theBoard unaninouslymade the following findings of fact for`: Appeal.No. 2014=001, a.request for a special permit,filed by Paul and Ja_iaet Capasso to'demolish 4 and�rebuild a4wellh. at'l ll' Bay$hore.;Road,:H.,annis 1 Pauhand.Janet Cap asso?.have:,petitioned fora Special Permit to.dernolish an ewstirng dwelling and rebuilds rebuild a two 'story,"2,7$;7 square foot,four bedroom dwelling,on a lot:; hat contains less.than.10,000 square feet:: 2 The property is located at 116,Bay Shore Road, Hyannis,'as shown on-Assessor Map 325 as Parce1079.°`It-is:in'.the Residence B Zonmg District 3: They application falls within a.categoryspecifically.excepted in"the ordinance for'a grant of a. .' special permit. Section 240 91'(H)(3)'allowsfor the;coft-1 I, e:demolition and,rebuilding of a residence,on.a,nonconformingi of on a lot:containing less;than 10, G square:feetof contiguous , upland by Special Permit: , 4 "Site Plan Review is not required for single-family.residential,dwellings 5 After an evaluation of all the evidence presented,;the proposal fulfills the spirit and intent of;the Zoning Ordinance:and would,not represent a.substaritiaP detrirrlent-to:the.public good or the t neighborhood affected , 6:; The.dwelling is.proposedr m compliance with:all setback requirements;of the"RB Distnct 7.: The pr..oposed lot coverage shall not exceed 20% oe the..existing. ot,co erage,whichever greater. The existing lot"coverage is,25% The.proposed"lot.coverage; inclusive of.covered. porches and decks, is 24.7% :8. The floor area ratio shall:not exceed 0°.30 or;the existing floor area ratio of the structure being demolished and re.built,.whictiever is greate� .Tfie proposetl FAR is 283%. 9; The building height, i feet,.shall not exceed:30`feet to the highest plate and.shall contain,no more`than 2-Y2 stories The:pro,posed height is 20' 10'/"ao the highest_plate:` y 10.The proposed new dwelling wou(tl notbe substantially more detrimental to the neighborhood than the,existing:dwelling: 3 The vote'to accept the;findings was: AYE: Craig G. Larson,'Alex M Rod.olakis George T..Zevitas, Herbert K Bodensiek NAY: None Decision Based on the findings of fact; a motion was duly made'and seconded to grant Sp_eciaL PermitNo 2011"0.1 Subject la the followmg,.condifions . . 1 ';Special Permit No.2014001 is+:granted to`.Paul and'Janet<Capasso forathe demolition of an existing dwelling and rebuilding::of a 2787 square foot dwelling,at 116 Bay Shore`Road, `�`Hyanni8 2 ':The dwelling shall`6e constructed k-substantial conformance with the site plan entitled "Plan of Land;— u T B,Ba S hone:Roa d in H annis:Barnsta be. . ,Y Y , ._, Massachusetts—Proposed Conditions . : . dated;-:November 6 2013 drawn and stamped by Craig A Field,;PLS:of.BSC'Group;'and the FE elevations and floor plans entitled New Residence for Paul &Jan..Cap "asso at 1"16"Bay Shore Rd, Hyannis, MA",'dated'NPvemb0 18, 2013, drawn and;stamped by:Enk R::ToI(ey,.RA of ERT Architects; Inc, two sheets. 1 own or na=Eame c onmg noarct of Appeals,—Ueosion and Notice Spedtd Terndt No.2014-001-Capasso 3: Th e-lot coverage 4of the;dwelling shall not excee-d.24 7.,percent:of the;lot area and the loor,area, t ratio;shall not exceed 28 3. percent 4. Prior to issuance:of a certificate:of occupancy, a certified as built;plan prepared by an' independent party hall be.submitted,to the Building:Comrnissioner to.hfirm:;thaf°the lot coverage.and floor;:area:ratio of he dwelling:conforrns'to the ordinance:'andahe conditions-of this.decision: 5: The Applicant shall demonstrate.that stormwater, runoff,shall be'contained on ite and,that the,, proposed constriction and anyasso fated site work shall:not exacerbate flooding on:adjacent, properties. 6, Ther proposed redevelopment shall represent full bwild-out of the ot. Further expansion of.ahe dwelling=or construction of additional accessory;structures;is:-prohibited>witho.ut prior.approval from the Board. 7. Any.conversion of space currently determined to be=uninhabitable into habitable space is prohibited: • 8. All mechanical equipmenf associated,with the,dwelling (aVconditioners electric generators; . etc.)'shall be located so as to conform.'to the required setbacks forth, distrct:and. Greened > from neighboring homes:and the public nght=of=way: 9: Prior o issuance..of a building permit, the Applicant shall submit revised plans#or review:and approval by the:Growth Management Department Director:that show the second floor storage area,with clearance not to, 6'6": Theheightshall,be 6mifed by raising:the garage ceiling so the storage area is above the second floor;level;.as.opposed to lower ng'tte'roof'framing 10.The.decision shall tie recorded at the Bamstable County Registry of Deeds and copies of the recorded.decision shall be submitted to the Zoning>Board of Appeals Of face.and.the Bwlding Division prior,to issuance building permit. The rghts authonzetl by this special perrr%t must'be. exercised within two years, unless exfended .' The vote was: t AYE: Crag.G..:Larson,;Alex M Rodolakis, George T.;Zevitas,:Herbert K Bodensiek NAY: None 'Ordered Special Rermit`No 2014-001 to demolish and rebuild a.dwelling at 1:16 Bay:Shore Roatl;has been., grantedsubject to conditions,' This.decision must be:recorded'at the=;Barnstable Registry of Deeds for it to be in effect and notice.of that recording submitted,to.the'Zoning Board of Appeals Office The relief'authorized by this decision must be exercised withintwo,years unless,extende�. Appeals : of this.decision,.if any_. all be made pursuant to:'MGL Chapter 40A,;Section 17, within twenty(20)` .; days after: he date of the filing of this decision;:a copy of which mustbe filed in the office of the Barnstable Town Clem $ Craig 6.:Larson; Chair ,;x Date Si red: g' , ]' Ann Quirk, 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 appear of the decision;has been filed m the--offi e.of the Town Clerk Signed and sealed this day of (nfL under the pains and penalties of er u p j ry ; Ann.Qu 'TownClerk .3 i 1'ovvn of l3 rn table'` t '"a"�, Assessing Division, t639• 367+Main-Street,Hyannis, A.02601 www town barnstabte ri us Of lice: SO& 62,4022 Jeffery A Rudziak,MAA FAX: 50&862-4722'. Director•of,Assessing A"BUTlERS'LIST CERTIFIt:ATlON , February 6; 2014.` . F " r ' 'RE: Adjacent Abutters List For Parcel(s) .-325 079< 116.;Bay Shore Rd ;,' T Hyannis, -MA' 02601 As requested,'I hereby certify the names and addresses as submctted on the attached sf eet(s)`as required u -der Chapter 40A, Section 11 of'fihe Massachusetts.General'Laws for the above referenced parcels asthey appear . on the most recent tax list with mailing a' tlresses;supplied. t. Board'of Assessors. 1 Town>of Barnstable At ,' ?v -. i 01 Zoning; Boartl of Appeals'-(ZBA)' Abutter List for Map & Parcel(s): 3250TV Parties of.interest are those directly apposite-subject lot,'on any,public qr private.street ar way and abutters to. abutters.Notification of-ail properties,wltiain 300;feet ring.of.the subject Total Count: 29 ( !� Close. Miling Map:&parcel Owneri Qwner2 Addressi Address 2 a Country Deed - CIt}istateZ 1p. DELLE FEMINE;' HYANNIS,MA 325063 29 RIPPLE COVE RD C177359..' ROBERT7 02601 MANOLOULES RIPPLE'COVE ROAD : 3 WELLESLEY NATICK,MA 325064 IRENE&TREEON`8 C193752 DEBORAH Tli; REALTY TRUST AVENUE 017,60 t MILFORD,"MA 325065 MOHAN,MARILYN J. 46 PURCHASE ST C182374 01757 CQNNIE S CONSfAN 1NE HYANNIS,MA.,. 325066 C0 STANTINE 87 BAY SHORE RD C149938 ; CONNIE S TR..., 02601 . NOMINEE TRUST HADDLETON,•. .%DUBIN,RICHARDS GILIN REALTY 1645 FALMO,UTH CENTERVILLE, 325074 C119458 RUSSELLETR TR? TRUST; RD;;STE"46A' MA:92632. BARNSTABLE,-'.. HYANNIS,AMA 325075 , 367 MAIN STREET 809/179 TOWN OF(LAG) 026,01 NANTU EVER ' r WAYGREEN CK 325076 GOYACK, ET,`MAr C149459B 0254 WALTER J . 41 GOODMAN ;-- 325077. GOODMAN ELUOT CRANSTON .)I ' , BARNSTABLE REALTY '4 AMHERST RD C163845 R Bi NORMA -TRS: 02920 TRUST +: .. TURNER DAVID& ti° +_- 108 BAY SHORE HYANNIS MA 325078 #01185484; UNDERWOOD,'-NARY x. ; ROAD 02601 CAPASSO,PAUL& 1NESTON,MA 325,079 '_ a 59 NQBSCOT ROAD C201275 JANET: ;.. ., 02493 TRUST AGREEMENT• GREGORY, ,OSTERVILLE,"MA 325080 OF WINTON W PO,BOX 237 C199974 ` NATHANIEL A TR„ ... MARS-AL02656 134 0H2ANS, ABOTELLO,PAULR&325081 60 .BARBARA C181363,. RO,CHARLES F JR k SAU.GUS,MA.; 325082' 4 RANDELL RD 01906 ! C18335T JACQUELINE A' EYCENBERG, 26 SWALLOW :• HOLLIS,NH 325098 COLEY REALTY TRUST• C201516 LESLEY J TR; i>,.DRIVE;. 03g49 DONAHUE,STEVEN 146 ALGONQUIN ASHLAND,Mq C191615.; 325099 P&PAULA ITRAIL, 01721 GRAHAM,GARY P& HOPKINTON,MA 325100 51 CEDAR ST EXT C196026 SUSAN E 01748 3218' PERK HOWARD K& 21 LOOKOUT LANE HYANNIS,MA 325103 PO BOX 68, C180558' ELIZABETH L TRS ;REALTY;.TRUST >° 02601 WORCESTER;MA 325104, LVSARDI,HENRY.I t 370 MAIN ST 01608 C70575 CONSTANTINE' 131`-BAY SHORE HYANNIS .MA 325105 ADC REALTY TRUST r GY23705T. .. _ CONSTANCE]TR ROAD' 02601 ISAKSON,TA1?VNYA ) HYANNIS MA 325106 BOX 2274 C176700'' MENESALErJAY ?.. 02601 , 325107 SEXENY,NARY 44ISLAND VIEW HYANNIS,MA = C158413 •:EL.LEN RD OZ601 BARNSTABLE'' HYANNIS MA` 325108 ' 367 MAIN ST ' C125924 `r i ,TOWN OF.(ML1N). ; .":' 02601 MORAN,LINDA RICCIARI)I REAL` 53 ISLAND VIEW" HYANNIS,MA 325111 C1222B2 RICCIARDI.TR ESTATE TR, RD. A2601 325112 C144433: htfn:•Nrr 901 n; :�h�a.r�;m�/ann�e�ann/AbutterReport.aspx?nrpe-ZBA Zl5/2014 MORAN;:LINDA- 53ISLAND.VIEW HYANNIS,MFc - R3CCI4RDI TR RD, . 02b01 GOODMAN,ELLIOT GOODMAN= 325113 BARNSTABLE REALTY 45 AMHERST RD CRIINSTON,RI R&;NORMA B''TRS. .'TRUST- - C363845 029Y0 32S114 SHEA,WALTER E:& 2005'NW 56TH OCALA,FL SHEAMILYTRUST WE S;TRS. FA RRA . law 34482 C178243; 1965 S;W 325115 TENNEY,.AGNES D HUNTINGTON, FORTLAND OR C128434 AVENUE 9Z2Z5 a P. r. ! „ a ' f i k` r ! - . .. ,.. : a .._... .. .. l S a • http://F6.203.95.236/arc ms/appgeoapp/AbutterReport.aspx�type=ZBA 2/5/.2014 325177 AMES,STEPHEN"ET 44 RIPPLE DOVE HYANNIS,MA #D1125432 ' Al r ROAD: 02601 ', 325178 FALLON,3OHN 39 HU6SON ST; SOMERVILLE,;MA 9074 02143 This Ust bg ItsW does NOT bon0itute a ceifified Ust of ab*is`and`Is, rovided.o p my as'en ald to the detertrrination of abutters'Ifs certified listof abutter :Is,required;:contact the:Assessing Dlvislon tofiave,tli13 list certified'The owner'and address data;on Uti s list is:' from the.Tow:naf Bamstable Assessor's datebase:as;of { .. f .. ... n n 7 _ } http://66.203:.95.236/arcims/4ppgeoapp/AhutterRepcirt 45px'?type=ZBA 2/5/2014. a. Town of Bamstable Geographic Information System °. s2so7o ' 325044 :February 5 201• #27s 325 65 t fc 5 s25oss I t. 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S25t63 3m(m . 7 r p 325058� #fib 0 3251d3 'r:/�� `#�165 S f76 Qy 325092 3250RA #22 25059 # #185 325058•: #12. -. #30' , y #360 325i01 q Q-A 7 #*104:. 8 C a r.�°o!'.` s261os 325095 � 6 •�#287 #10 325102 '#160 32S F 5002 #120 5 325137' $25166 925168 #183 32512013 326170 1'25 325119. '#15B DI3CL4IMERSi.This map is'for planning purposes gnry It rs not adequataTor'regai Map 325,'. Parcel 079 ZOnln•g t3oard Of App0a1S ZBA - boundary detern6atron or re - -� gulatory tnterpretapon Fnlaigements beyond a scale of i4butter,List Type-,Patties of interest are those 1=100'may not meet estabBshed tnap amuracy standards.The parcal,tines on thig map`; directly opposite subs l t lot on ' Selected Parcel Q bauPre naari9es pnic BP�sentattens of,a4se9sors taut parcels They are.rrot bee property- any public or private sfreet or way and abutters'to:abuttets: M61:16 do o { •,ti and do not represent accurate re.2 cnshrps to physiear features on the n f 811 AbUtterS r.� such es bu8duug rocatrons._ _ properties within 300 feet ring of the subject`lot Buffer ,... NOTICELEGAL TOWN OF BARNSTABLE kLEGAL NOTICE ZONING BOARD OFAPPEALS t� '� TOWN OF dARFtSTABLE NOTICE OF PtjB B.E;HEARINGS(JNDER THE ZONING t ZONING BpA OFAPpEAIS¢ s+ aP 'ORDINANCE r,n rr -g t NOTOFPUBL►G HEADS UND€i�Tt�f*�LO(IMG' #EBRUARY26,2014: , +,,• t �„ 5 at „ r, d- r p, } r r A'D(tDINANCE i To•a0 persons interestdd in or affected by the ac0ona of the 7aNng Board of:..ppeals you are hereby noti0ed prtrsvant' r >, rr to Section 11 of•Cfuspler 40A:'ot the General J13ws;o61he a tic FE8itt1ARY 2� 2014 x Comrtiom4ealth of Massachusetts and all amandmerd4lheteto To persons interested In;or aflected;t>y i oe gr%ons of the that a public'head-`.' on the following appeals wUl be heid an t_ ' ZonTng`Eoard of RpP eals jrau are hereby potill pursuant Wednesdbif6mary26 2014 at the Ume lndld ld ter I lo Ser4fidrr�lT of,Ch- :% 40A,of the General-laws of the =i 7:90PMAppgaiNo 20t4-0O1.-Anew }``' Capasso r: ��of Massachusegs and alf!arF}eepdments Iheteto Paui and Janet'Capass67have peti0oneil far a Special Ifennit P +ghat a:' ub0c hearing pbnthe{following appeals Wfl ba held nn•; pursuant to Section?§240 91(FI)to darpgU§h p orte story+t 694 ! Wednesday Fetuaary 26 2014;ai the Ume Indicated square foot,four bedrdom'dWpOing arid'rabuild a twoatocy 2 787,' 7.00;PM Appcal:N4 2014-001 Anew Capasso I square foot four bedroom dwellit d on a lot that wntafn'711 than Paul'and Janet Ca.— Ca have pegUoned for a;Special Pennit 10 000-`square feel The properly tsf iq'cateiF aC;1'ti 9aY'Shgre" pursuenil fo 4OU00§240 91 jFl)to demolish a one story 1,594 jtoad tfyanrns as shown-0n Assessat's 325 ah Parce107g Itf : square;toot four 5edrbom dwel0ng And retiu6da tw$story 2,787 l4 to ft'Rdsklehce 825 'rst Distiicky` � „ nn'�; ,Ti;F 10 Via•5�uareu fe dr hedro IGng on a lot that canianis IAss than }T O7 P,M 1lppeal;No>'2014-0g4 *pKear:: Gdberloweg fi Q P party is bated at118'ea Sho1e `•Trustee of the Road Hya SevatitySe4en Trust �2 x�y� �ri} - , nnis as shown onAssessor s t lap 32r5 as Parma 079 It GObed PoweO„pas-bastes of_Ihe"rSeveniySeverraTNs�tr hAs is imthe Residence 8 Zoning Dis`trld , q r pebUonedforaSpecialPermh�ptfisuahjttl§241194(A}Changegf4M 702 PMSAptteat No,20141 Ahew 4t�GUbe��PoweR, noneonidnning useitd anothef)totficdnfdrming use h@r(aetUforul Trustee of the Sa'vonfy Seveg Tnrst s> h t seetis!toYdrange aft existir ltse of gha Sub(e t pfgpettyirom aX etE PoweO as TnuteQ"of the Sgyenty$eveq:Trust tia5 r �wntractors tocold e'use�pr oats�Tha rlyyl pebhoiledtoraSpedalPetmilpursu ttd§24Q94(A)Gthangeofai• is iodated let e2 Oslerv0le West llemstab a Road rOs rn a rwnwhfomting use taarwlher•nantnntonr}bh9 useRThe petitioner MA as shown on Assessors Map 120 as Parcel 005 1(,TS in the seeks•:to ,ge 3n existing use,Q the subject property kdrht 8'+1 Residence'C`Z6tilngb+sbicf Resource rotecOonOveriayD�stnCC`+ Contractar"s yard;tQ a raid stofaga use;tdr boat§:yTtie propetiy and Wellhead Ptotectlon Ovdday'D'IOct , 1 ` is located at 1$2 �sfervWeNVest Barnstable Road Oslern7le, 7.03 Pall Appeal No 2014.008= TapUan C MA es:9hown3aq Asse�oYs Map q20 as Parce1005 It Is in the Teresa;TagOente,':as Trustee bf the Teresa)'aplierife 2011 Residence C Zonidd District,Resource Protection Overlay DlstfieG 2016(lga0fiid Personal Residence Tntst aril astnistee of the and Wellhead Protection Overlay Distnd.•' r v i Tares@ TagOenle 20112021 tlhialified Personal Resideiicb Trust 7.03;PM Appeal No 2014-008 t` s F;TagBente has applied•tD revile„or.amend Vsri 6_e,No 197t1 3 The Teresa TagOente,as Trustee of the 1ereSa Taggente 2011 vaflance;alloiared far.the cruhstrucg6n of an'uccess�yswcture 2018;SivaOfted Persona►Reskierhce Trustand es Trustee of now consisting of foundation wags xdihm Uie requUed'front and h:` TeresaTagOente�2Q11 2021'iluai+fied Per3ogai Residence�Ttust side yard;setback.;The app0cantseaks toenclose 123 sq:tt of thp�+' has apptied t4 Yeytse at,amend Variance Nor 997¢63 ,The r existing:336'sg.ft structure and:,place the rerthaining portlorls with variance a0owed f Cr 4fttre tbnslnµ ort pf aP acce0so'strudgf8:. r ryr a pergola Apo other-unwvered,decbreUve gutdoof,features?Zhe; n gof(ougQabon vratis'wijhin thQirequGed fronCand: r propedyis'located at 1$5 Bay Birdie Road,Hyannlg MAas shown"h side yard setback The applicant seeks(d ndpse t23 Sq ftbf the on Assessors Map 325 lid,Parcel 092 It rs(n fhe Residence B e>ns(ir g 336 sg qt structure and! pro' the temalning podiorts`ufriih. Zoning Distihct n a pergola and other unwvered dawratrve putdoorfeature?<`The •7:04 PM Appeat No,2014410, , Crory ProPetfY rs looated`af 185 Bay 5hbrd Road;Nyalhnls IvtA as shoht4l, Robert and'l ahuen Crory have applied;for a Special Pertnit on Assessor3 Map 325 as Parcel 012 it is fh the Residence g. i pursuant to§240131A(D)(2),lo renovate;and expapd,a single Zoning:D+stdct r a� , t"r :+ familydwelQ in the GralgvUlo Beach Dhsttict,She expansions w�( 7:04 PI1 Appea6No 2014-010 Crory wrisisl of a second floor, rrner Utst 0wr endosed•pol�h,and Robed and Layfen Crory fiave appled jor a Spam pemu'E + lower fev A adNtion.The property Is located at 117 Lake;©I&Wh pursuant to§24¢1314(D)(2):to renovate"and expand a single Dft'CentervNerMA as shoi�vn on asIi S Map 226 as Pafcel 4;: tamliy dwd0inp in.the Craigwj0:Beactt Distr&d Ttla expansions vniC consist of a secuiid dotriier Ors(Door enclosed. "053.11 fa.iri the Craigwlle Beach;'Zorurig Oistrtcf-rCraigYilid BeAdh� �f portlh„andy NaighboAhood lower,level addition The prrFpe_rly Is IdCated at 117 Lake Efaabeth n 7 05 PM Appeal No.2014-009; +l Weli�ngtor4i , ^'r Drive,;CentefvUle MA as shhown on Assessor s Map 226 as Parcel' e 0 Wellington has peti#6 e�Tor SPede (�erqut i 053 it'isln the,Cra+g l6 Beach�onkhg District Craigvige Beach t s.we h Neigthborhood pursuant to,§240 44 Accoasory Usbs,RefmtRed w(Ili Spedal T 05'-M Ap{Se41 No 2014 009 y`Wetlurgton ? r Permit:Thepeg0anerGkseekingtb•wrtsttuciapier ihdpoardAralkX;: Charfesk0 W00ufgton'ties pe6lwned:for a,Sppdal Permit"'A. With.slaits ramp.;;ind'.float'on a lot$miiiediatoly gpposde arhds: Pursuant Eo§24044 Acce$sory Uses,Permiited wigi Spedal across a road f fom.Uhe lot on which the pdndpel,use;.(a'residential Permit'The petitwner Is seeking to cdnstnW a pier and board"-k`; dwe0khg)0 serves'is located T(le`proPerlyts locatetl of 0 Seapuit with•stairs,ramp and float on a lot tiniTlediategr bppo;lte and Road;Osterrtlle,'(M as strovm;or5 Assessor s Map 095 as parceju; aaoss a road j dirt the tit onwhhih the prtndpalrrrse(atesidengal �� 003.It is In the Residence 17416hipg Distric ' dvreAir g)ft selves,:is 16&ed The prpPetiy Is located at 0 Seapu!t,E These Public Headngs.w0i be held et•the Barhstabte Town Road,,�stervAle;;MA as shown on Assessor's Map 095•as parcel Hall.387 Main Street Ftyannis MA Heartihg Room,Y2nd Lloor, 003;It is jn the Residence F-j_Zoning:Distriq, , Wednesday.February 26, 2014 Plan§carrel applications may ` These Public^Hearings,x01 be held tat rho Barnstable be reviewed at'the Zoning Board of Appeals Office GroWUi Hall 367 Main Street Hyatinis MA Hearing Room 2qd Floor. Management Department Town Offices, 200 Main Street t Wp.4esday �ebrilary 26�2014 'lans:and`appikabons may, t HyanNs MA be`ievlewed aF:!Ili �onmg`:Board of.`Ap`peals:t dice,Growth': Craig G Larson Chair! Management Department Town Otflces 200 Mom 8beet Zoning Board of APP A', a H�anrt(p,MA X a' +r t„r 'F h, ra t ;' r'"+e d k ;%r i X. The Bamstabla Patriot , D e gQ to �r Chair'+ February 7 and February 14"•2014 P ping oatd peals +A Y M n JY Ap f hg Bamsfable Patriot a ,ti' February 7 and February 44,2014 `r N .� , - - x f LAW OFFICES OF PAUL R. TARDIF, ESQ., P.C. 490 MAIN STREET YARMOUTH PORT,MA 02675 (508)362-7799 (508)362-7199 fax Paul R Tardif,Esq. Melissa G.MacLeod,Esq. ptardi&tardiflaw.com www.tardiflaw.com mehssa@)tardiflaw.com REFER TO FILE NO. August 22, 2013 Carol Puckett Barnstable Zoning Board of Appeals 200 Main Street Hyannis, MA 02601 RE: Zoning Appeal— 116 Bay Shore Road, Hyannis Paul Capasso and Janet Capasso—Case Number 2014-001 Dear Ms. Puckett: Enclosed please find a copy of the Board of Appeals Decision for a Special Permit which was recorded for the above referenced matter on April 3, 2014 in the Land Court Division of the Barnstable County Registry of Deeds as Document 1243172. Please note that a copy of the recorded document has been forwarded to the Building Department for its records. I thank you for your assistance in this matter. Ver T y Yours, R. Ta dif enc cc: Paul Capasso and Janet Capasso Thomas Perry_, Building Department 4 Doc C 1 s 243 s 172 04-03-2014 1 -' 10 Town of B&"88PBLE LAID COURT REGISTRY Zoning Board of Appeals Decision and Notice Special Permit No. 2014-001 - Capasso § 240-91(H)(3)— Demolition & Rebuilding on Nonconforming Lots To demolish & rebuild a single-family dwelling on a lot containing less than 10,000 sq.ft Summary: Granted with Conditions Petitioner: Paul Capasso & Janet Capasso 59 Nobscot Rd, Weston, MA Property Address: 116 Bay Shore Road; Hyannis Assessor's Map/Parcel:. 325/079 Zoning: Residence RB District Hearing Date: February 26, 2014 Recording Information: Deed: Certificate No.201275 - Plan: Land Court Plan 7615-B (Lot 96) Background In Appeal 2014-001, Paul and Janet Capasso sought a special permit pursuant to §240-91(H)(3) for the demolition and rebuilding of a single-family dwelling on a lot containing less than 10,000 square feet. The subject property had 9,853 sq.ft of upland; the rear of the lot was defined by a rock revetment at the mean high water mark. The property was improved with a 2,634 g.s.f., four- bedroom single-family dwelling, constructed in 1961. It was a one-story, Cape-style dwelling with a rear deck. The house did not conform to the 10 foot side line setback requirements on either side; existing side setbacks were 7.0 ft and 9.5 ft. The lot was served by public water and sewer. The owners maintained a pier, ramp and float on Lewis Bay. The Petitioners are proposing to completely demolish the existing structure and rebuild a new 2,787 sq.ft, two-story; four bedroom, single-family dwelling with a one-car attached garage. The dwelling was proposed in conformance with the setback requirements of the RB District. Procedural & Hearing Summary Special Permit No. 2014-001 to allow demolition and rebuilding on a lot less than 10,000 square feet was filed at the Town Clerk's office and office.of the Zoning Board of Appeals on December 3, 2013. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A for January 22, 2014; on account of inclement weather, that meeting was cancelled. The public hearing was re-advertised and notices re-sent for February 26, 2014. The hearing was opened on February 26, 2014 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this .appeal:were Craig G. Larson,-Alex M. Rodolakis, George T. Zevitas.and Herbert K. Bodensiek. Attorney Paul Tardiff represented the Petitioners before the Board. Kieran Healy, BSC Group, Erik Tolley, architect, and the Capasso's were also present. Attorney Tardiff provided an overview of existing conditions and the proposed project. He reviewed the proposal's compliance with the criteria for setbacks,.lot coverage, floor-area ratio and height. He stated the project would be an improvement to the neighborhood and would correct the current nonconforming side setbacks. In response to questions from the Board, Mr. Healy confirmed that the figures provided on the site plan use the current datum (NVGD 29) and explained the changes pending adoption of the new flood maps. Mr. Tolley explained how proposed construction would comply with the current floodplain requirements, but indicated it would only be in compliance with the current maps. Board Chair Larson expressed concern that the second-floor storage area did not meet the spirit and intent of the FAR requirement, indicating the intent was to limit massing on lots less than 10,000 square. The Applicants discussed the header height and that the space would not be habitable. The Board expressed concern that the storage space could be converted into habitable Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-001—Capasso space. The Petitioner, Mr. Tolley, and the Board discussed strategies for ensuring the space would not be converted to habitable space in the future. In response to request for public comment, Jay Matasali spoke in favor of the requesting, indicating the conformance with side yard setback requirements would improve his water views. Findings of Fact At the hearing on February 26, 2014, the Board unanimously made the following findings of fact for Appeal No. 2014-001, a request for special permit filed by Paul and Janet Capasso to demolish and rebuild a dwelling at 116 Bay Shore Road, Hyannis: 1. Paul and Janet Capasso have petitioned for a Special Permit to demolish an existing dwelling and rebuild a rebuild a two-story, 2,787 square foot, four bedroom dwelling on a lot that contains less than 10,000 square feet. 2. The property is located at 116 Bay Shore Road, Hyannis as shown on Assessor's Map 325 as Parcel 079. It is in the Residence B Zoning District. 3. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-91(H)(3) allows for the complete demolition and rebuilding of a residence on a nonconforming lot on a lot containing less than 10,000 square feet of contiguous upland by Special Permit. 4. Site Plan Review is not required for single-family residential dwellings. 5. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 6. The dwelling is proposed in compliance with all setback requirements of the RB District. 7. The proposed lot coverage shall not exceed 20% or the existing lot coverage, whichever is greater. The existing lot coverage is 25%. The proposed.lot coverage, inclusive of covered porches and decks, is 24.7%. 8. The floor area ratio shall not exceed 0.30 or the existing floor area ratio of the structure being demolished and rebuilt, whichever is greater. The proposed FAR is 28.3%. 9. The building height, in feet, shall not exceed 30 feet to the highest plate and shall contain no more than 2 Y2 stories. The proposed height is 20' 10'/2" to the highest plate. 10. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The vote to accept the findings was: AYE: Craig G. Larson, Alex M..Rodolakis, George T. Zevitas, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special.Permit No. 2014-001 subject to the following conditions: I. Special Permit No. 2014-001 is granted to Paul and Janet Capasso for the demolition of an existing dwelling and rebuilding of a 2,787 square foot dwelling at 116 Bay Shore Road, Hyannis. 2. The dwelling shall be constructed in substantial conformance with the site plan entitled "Plan of Land — 116 Bay Shore Road in Hyannis Barnstable, Massachusetts — Proposed Conditions" dated November 6, 2013, drawn and stamped by Craig A. Field, PLS of. BSC Group; and the elevations and floor plans entitled "New Residence for Paul & Jan Capasso at 116 Bay Shore Rd; Hyannis, MA", dated November 18, 2013, drawn and stamped by Erik R. Tolley, RA of ERT Architects, Inc, two sheets. 2 L Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-001—Capasso 3. The lot coverage of the dwelling shall not exceed 24.7 percent of the lot area and the floor area ratio shall not exceed 28.3 percent. 4. Prior to issuance of a certificate of occupancy, a certified as-built plan prepared by an independent party shall be submitted to the Building Commissioner to confirm that the lot coverage and floor area ratio of the dwelling conforms to the ordinance and the conditions of this decision. 5. The Applicant shall demonstrate that stormwater runoff shall be contained on site and that the proposed construction and any associated site work shall not exacerbate flooding on adjacent properties. 6. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. 7. Any conversion of space currently determined to be uninhabitable into habitable space is prohibited. 8. All mechanical equipment associated with.the dwelling (air conditioners., electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 9. Prior to issuance of a building permit, the Applicant shall submit revised plans for review and approval by the Growth Management Department Director that show the second floor storage area with clearance not to exceed 6' 6". The height shall be limited by raising the garage ceiling so the storage area is above the second-floor level, as opposed to lowering the roof framing. 10. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Craig G. Larson, Alex M. Rodolakis, George T. Zevitas, Herbert K. Bodensiek NAY: None Ordered Special Permit No. 2014-001 to demolish and rebuild a dwelling at 116 Bay Shore Road has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by.this decision must be exercised within two years unless extended. 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 Barnstable Town Clerk, Craig G. Larson, Chair Date Signed I, Ann Quirk, 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 been filed in the offi e of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. a Ann Quirk, Town Clerk 3 i I THE Tp� 01 Mown of Barnstable MASTA SS. Assessing Division i639• �� ArEo3,.�a 367 Main�Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION February 6, 2014 RE: Adjacent Abutters List For Parcel(s) : 325-079 116 Bay Shore Rd. Hyannis, MA 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses,supplied. a� Board of Assessors Town of Barnstable Attachment AVk.LLLVll\V1./VLL _ _ u- _. Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '325079' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 29 Close Map&Parcel Owners Owner2 Addressi Address 2 Mailing Country Deed CityStateZip 325063 DELLE FEMINE, 29 RIPPLE COVE RD HYANNIS, MA C177359 ROBERT J 02601 MANOLOULES, RIPPLE COVE ROAD 3 WELLESLEY NATICK MA 325064 IRENE&TREFON& REALTY TRUST AVENUE. 01760 C193752 DEBORAH TR 325065 MOHAN, MARILYN] 46 PURCHASE ST MILFORD, MA C182374 01757 CONSTANTINE CONNIE S HYANNIS MA 325066 CONNIE S TR CONSTANTINE 87 BAY SHORE RD 02601 C149938 NOMINEE TRUST 325074 HADDLETON, %DUBIN,RICHARD S GILIN REALTY 1645 FALMOUTH CENTERVILLE, C119458 RUSSELL E TR TR TRUST RD,STE 46A MA 02632 325075 BARNSTABLE; 367 MAIN STREET HYANNIS, MA 809/179 TOWN OF(LDG) 02601 325076 GLOWACKI, PO BOX 28 19 EVERGREEN NANTUCKET, MA C199459 WALTER J WAY 02554 . GOODMAN ELLIOT GOODMAN- CRANSTON, RI 325077 R&NORMA B TRS BARNSTABLE REALTY 45 AMHERST RD 02920 C163845 TRUST 325078 TURNER, DAVID& 108 BAY SHORE HYANNIS, MA #D1185484 UNDERWOOD, MARY ROAD 02601 325079 CAPASSO, PAUL& 59 NOBSCOT ROAD WESTON, MA C201275 JANET 02493 GREGORY, TRUST AGREEMENT OSTERVILLE MA 325080 NATHANIEL A TR OF WINTON W PO BOX 237 02655 C199974 MARSHALL 325081 BOTELLO, PAUL R& 134 BAY SHORE RD HYANNIS, MA C181363 BARBARA 02601 325082 RO,CHARLES F JR& 4 RANDELL RD SAUGUS, MA C183352 JACQUELINE A 01906 325098 EYDENBERG, COLBY REALTY TRUST 26 SWALLOW HOLLIS, NH C201516 LESLEY]TR DRIVE 03049 325099 DONAHUE,STEVEN 146 ALGONQUIN ASHLAND, MA C191615 P&PAULA J TRAIL 01721 325100 GRAHAM,GARY P& 51 CEDAR ST EXT HOPKINTON, MA C96026 SUSAN E 01748-3218 325103 PENN,HOWARD K& 21 LOOKOUT LANE PO BOX 68 HYANNIS, MA C180558 ELIZABETH L TRS REALTY TRUST 02601 325104 LUSARDI,HENRY R 370 MAIN ST WORCESTER, MA01608 C70575 325105 CONSTANTINE, ADC REALTY TRUST 131 BAY SHORE HYANNIS, MA C1237057 CONSTANCEJTR ROAD 02601 325106 ISAKSON,TAWNYA BOX 2274 HYANNIS, MA C176700 &MENESALE,JAY 02601 325107 SEXENY, MARY 44 ISLAND VIEW HYANNIS, MA C158413 ELLEN RD 02601 BARNSTABLE HYANNIS MA 325108 TOWN OF(MUN) 367 MAIN ST 02601 C125924 325111 MORAN, LINDA RICCIARDI REAL 53 ISLAND VIEW HYANNIS, MA C122282 RICCIARDI TR ESTATE TR RD 02601 325112 C144433 kt(-n•//F6 mi Qi ?.16/arcim-/a.nngeoa ? � =nn/AbutterReport.aspx.n pe ZBA 2/5/2014 i MORAN, LINDA 53 ISLAND VIEW HYANNIS, MA RICCIARDITR RD 02601 325113 GOODMAN,ELLIOT GOODMAN- CRANSTON, RI R&NO.RMA B TRS BARNSTABLE REALTY 45 AMHERST RD C163845 TRUST 02920 325114 SHEA,WALTER E& SHEA FAMILY TRUST 2005 NW 56TH OCALA, FL C178243 JACQUELINE S TRS TERRACE 34482 1965 S W 325115 TENNEY,AGNES D HUNTINGTON PORTLAND,OR C128434 AVENUE 97225 http://66.203.95.236/a.rcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/5/2014 i 325177 AMES,STEPHEN ET 44 RIPPLE COVE HYANNIS, MA AL ROAD 02601 #D1125432 325178 FALLON,JOHN 39 HUDSON ST SOMERVILLE, MA 02143 C69074 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on thi s list is from the Town of Barnstable Assessor's database as of 2/5/2014. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/5/2014 Town of Barnstable Geographic Information System 325043 February 5,2014 325070 325044 #266 #6 #276 325068 0<0 #5 32506916 325073 2 0 3 325139 #67 #30 325172 'QQs # �50 O+Q ...........4ev__.•:: .,. r.:.?;r:ri,::'/i'%ir,� i%:i;:,,. �?Q 325074,E?'y%; '% :% ;:%;;•%%%:%iii i/iii !. 325046 •325045 #292MM ✓fr.r(,r<1 % a>%iii/i.v,!:{{ii/.:%:iii/r',i.- 325171 .:.� .., '- rr:.%. ',7:r, %r;:i�•/,•r,--%%i//iii %i. J#288 #56 325067 ;;•�-r'�32507.5%i�:'`<% ' i '/i..'%v.,/,:..%i.%i!/i%:.:%/i: #64- •., %:%iri.%-;'-i �;:�ii%�/%i%%r%i/.ii%%.i//.//i ;C1,_'•'3�i:�#B5;�°�i:;: „%i/%r:.rr,.:.ri/%r%/i!�!<//!;v,;i/'r. 325047 325049 325066 #20 '% ti%%v' ` ,.y; _ !/iii.%;; ;%%/ii ;rrr/•'%ir,/i/ // 325050 # ,'� :LyF: •. �'% :%%!i;:�j%%.,"-v,%,,;r ,: %.;/%iii%%,i.i.i!rir//i`'-'•'_ t':r i�. '• .'rX:'' 325.076:?r.;•. > ; ;i%; //,:/iric'/i:/i r•r�r/!/',iir%ii,.�• /i i r% .._: .,•.. .'iv::.:'i:^�ji/ii,%%i. . '#9QJ:i,i;,:% //'i'!.!'/-%/i./i.7.'/,!i�i:'!:i'i //,i!!;7; 325065:[:`.:.-: %: ir//;%iii;✓"'>/ /iv' ;v iii,/i/. ;i/ /. 325048 !�%//.;%;<%">�:1 �ty�%�":.:.;%•:%:: / %%'S,::r;i i,. ////iirryi/:, 4294 /i:/i/,•/6:%i, :;i%:L :i' rii%;a/r7i/ii,.'.!iii-'/-'�% /,!!i%%;/i/i,�iYr%ii! 325051 c� •� r�4',=: � ..;:i �z%'':w'i'i%% :a !;; i #302 t4_r•r ,/./,/!.-',irru. 325077✓%:f"fir :>: ''% i%/,/i,///i /!r/.•i/;,i/.!/%%il�/i%iii/,iiii./,' •:fr.;' Q-/,•%✓'r��i��; %r!.; .� :r' /i t J' /i,i.t/iiii/.�yj/./i!/i/ / % /%i%ii,7% i#25 -!t%>' /! %�✓f::��,�,:%/% '�- - -�//,/,%r,ii7!::�;/nr::;/�!7/,i7/'%:%ji,"iii%ii%ii.//,/i' ../:'J•i ''%'J,Yiir'rlrr•.;f.,./��,":.� ir,,,ii/%i%/j,,�%/iii!,/;�/i,,i/iii/Yi 7i' 325052002 /.'./ :•:ram',=: ii%%iv%i:%i,:%ii.;// /.,:iii• /i/iii///i i/ ® - it:f0:i ,i.,,, •325Q78%:':%i" .:fir::. r!/iii�i,,iii.:/. //.i/rr/,i i. ./ r,i. .`.:325063•. .%%..r_::,; �: .:r�;.::-%Yri;. ,. ..f ./:r:r•-r; /';./'. . /. ../.. i. . .%/i%:."'< ///ii////i /;iii,;/i�.i .�i%•�, 325052001 #310 %%: r',i;r: rriY,,_._%'.% % �c1;ibt':f•: �X.�=fr;r.r,: %.�iii::/i/,/%7i i�/j/�//i:/: �:i;#26/i/ % 3251.fZ-/L:"�/-r,,;- •i%:_ '•�.' /r,/i.,. �/ iii •,�//ii/,•,./ / /%,/.'.:: 325053002 325062MV �"`;//ir;G,::,'iy%'1• .1i;..,;./xy�. 'i; r:,1,?%% /.//�.i'�'/,// ///r; #320 #37 :? .:Fr. .. ,e /_,T.. r:: a:-':i %%, •` ; 13 :,;-:,»' %ir,' ..,.iii /i//,///,i;!ii/i ® -/3251)$ ' !r / J,;,%i.': •.: ' / /ir:. ''r // %:,:'..i�./iii/;�;///!ir./i r / i./., '` /yr' ref /i•-%: :!�//,%,� . •i:•. -• - _••.+.!� -l^''- •> - ,' r/..' /iii%i:. iay` ;#.Yr;: ✓ r:�r s.,%�r,,.;� 'trr�:i=:� 'r 'b` :i;:,crfr:c r' ✓,,: -7i;,%;,, /� 325053001 '-:'%ssl% :`flit.;'•% 'r/r,�f - •i i,'YFt,,:.: :G• ' /, :.�;1:. `✓.>=!?%h'c / 325061 %rzr., r:325177.y! /F <;r .:,,'" Y_• Yti %/,r`,rr. l;%... YJj;f /;i .;. r•1;�' /'-?br^::::i i:;, #%75, 1:%;:irfs: %"% 'r,'i.,/i;:!:;:;.•.,'' :13't l%'i /i.•j//ir/i :�%.'r;:.,%Sr 325082 !.,•• r/, :r'i; ,;:,_:cF ."�->✓;_'� =:,•1f ' . 325085 326r,1,'],.8•,, .�!- ,:../r-.. r. /- 325083 325084 #188 325054 :' .. %'i''. +S. :fii,.r'r=%'., / %ii /i:` i;'-: v, iii 1 �/. _ '•.; %% :' y, •i% ;i'//,' ;,.:":;c!.. ® r#174 #338 %•,�:!.¢.y%i•. !r%:325i.07. ::' ./ / 1_::.. #i66' � 325176 ':=::� n- :ii% #�r1- `•v��5164-. ,� �v�j.,-"/1ii,/i,• 'X -•. {�� .�•,� is':��',�;�fit:t y%.% ,//,✓ lr�/l.::i� 'rr4..i• •V:%r::,� i.�'Y 1}' �j,:frr '.^1-jr'r:jr: � Q /-,l,;J ;?{,. .y yr,:%/i:%_ "//.• �.rr,:325Q98.-;• T. � a-.::;=7:,�Wiz:•-.. :;,�:%:, - -i 'r i is >.fr::.'y ��'53 � q 325060 �5'1:Ob; ;;, : •: �f► q 325055 #63 325179 325108 `. 1; {r:i.'' 325163 O 325175 '{:#32$i;::':`'5: %r::i. `#,165 #1756 325092 325058 #66 G 3251 03:;:':' ` 325057 #22 325059 q :=::'#21 O #185 325056 #12'� #30 y 325097 TA t O HBO �' ::'•: .. 325101 #11 70 N q 325174- #0104 Z #436 3'1 7 3#10 325102 #160 325138 #120 325180 a 325 F 5002 # 325120 325170 #183 #32 5 3 325166 325168 #125 325119 #156 #32 #90 #11 #137 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:325 Parcel:079 Zoning Board of Appeals(ZBA) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on are only graphic representations of Assessors tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot.such as building locations. f j Buffer LEGAL NOTICE LEGAL NOTICE TOWN OF BARNSTABLE ZONING BOARD OF APPEALS - ;TOWN OF 8ARNSTABLE NOTICE OF PUBLIC HEARINGS UNDER THE ZONING ZONING BOARD OFAP.PEALSJC H ": ORDINANCE NOTICE OF PUB1FJ1RItIGS UNDER THEZONING FEBRUARY 26 2014 , ORDINANCE To all persons interested in or affected by the actions of the :� 17, .Zoning Board of Appeals ,you.are hereby,notified `pursuant Ito Section 11 of;Chapter 40A,of the General Laws of the ::( FEBRUARY26 2U44 Commonwealth of Massachusetts and Al;amendments thereto 'I To all persons interested,in or affected by the actions of the that a public heanng'on the following appeals will be held on Zoning Board,of Appeals, you are,hereby notified pursuant Wednesday.February 26 2014,-at the time indlcatetl "- .to.Section 11,`of Chapter_46A of,the' General-Laws,of:the 7:00 PM Appeal No.2014-001-Anew ._ Capasso Cornmonwealth:of Massachusetts and all amendments thereto .I Paul and Janet`Capasso have petitionetl.fora Special Permit that a public hearing on the following appeals will be'held on l pursuant to Section.§240-91(H)to demolish a one story 1,594 i Wednesday February 26;:2014 at the time indicated; square foot,four bedroom dwelling and rebuild a two=story 2,787 7:00 PM Appeal II 2014.001 Anew Capasso i square foot four bedroom dwelling on a lot that contains1ess than Paul and Janet Capasso'have petitioned for a'Special.Perrin 10,000 square feet The property is loceted'at,116 Bay Shore pursuant to Section§240-91(H)to demolish a one story 1;594 Road,;Hyannis asshowaon AssessorsMap325 as Parcel 079 It square footrfourbedroom dwelling and-rebind a lwo story,2,787 is inthe,Residence B.Zonmg Distnck square foot,four bedroom dwelling on a lot that contains less than ' 7 02 FM Appeal No 201".i Anew GilbeA"Po.T it 10,000 square feet The properly is located at 116.Bay;Shore Trustee'of the Seventy5even'Trust ? Road,Hyannis as shown on Assessors Map 325 as`Parcel 079.It Gilbert:Powell as'eTrustee of,the Seventy Seven Trust has is in the Residence B Zoning Distnct ; petitioned:foraSpecialPenndpursuantto§24094(A)Cliangeofa-' 7:02 PM Appeal No;2014-004 Anew Gilbert Powell nonconforming use to another nonconforming use The_:.petitioner's. Trustee of the S64""even Trust seeks to;change anjexisting use of the subject property from a,. Gilbert Powell;as Trustee of the SeventySeven Trust, has contractor's yard to.a.cold.storage use for boats The({property a petitioned for a Special Perriit pursuant to§240-94(A)Ghangebf a ! .1s:'lo'cated at 182rOstervdlelWest Barnstable Road;;Osterviile nonconforning use to another nonconforming use iThe petitioner -I MA as shown on Assessors Map 120 as`Parcel 005..It s in the seeks to changean existing use of the subject property from;a Residence C Zoning District1.,Resource Prote'ctjori 0yerla'y Distnct, contractor s yard to a`cold storage use for boats":The property and Wellhead Protection Overiay:Distnct is located at 182 OstervillelWest Bamstable Road Ostervlie 7r03 PM Appeal No 2014-008 Jagliente; MA as shown on Assessor's Map 120 as Parce1.005 It Is ih the 'I Teresa.Tagliente, as`Trustee of the:Teresa Tagliente 2011 Residence C Zoning District;Resource Protection OVertay District 2016 Qualifietl,Personal Residence Trushand as Trustee of the` and Wellhead Protection Overlay District. Teresa Taghenie.201.1 2021 Quabfied.Personal Residence Triist 7:03 PM Appeal No 2014-008 Tagliente has applied to.revise or•amend Variance: No 1970=63 The: Teresa Tagliente as Trustee of the;Teresa'Tagliente_2011 variance allowed for the construction ofAn.accessory'stiudure.<i 2016 Qualifietl Personal Residence`Trust and as-,rustee of the:.. now consisting of foundation walls,:within the required::front and Teresa Taghenle20112021'Quahfied`Personal Residence Trust '< side yard setback.The applicant seeks to enclose 123 sq ft of the;; has applied to.;revise o"r.amend Uanance No '1970 63 The existing:336 sq.ft structure and replace the remaining portions With.. variance allowed far the construction•of an accessory stiuctue a penjola'and;other uncovereddecorative outdoor features The,f now consisting`of foundation walls within the required front and property is166ted at 185 Bay Shore Road,Hyannis MA as shown i side yard setback The applicant seeks to enclose=123 sq ft d....e on Assessor's Map 325 a&Parcel 092 It.is in the Residence B existing$36 sq'.ftstiucture ondreplace the remaining portions with Zoning District. a pergola and 6ther..uncovered decorative outdoor..eatwes'The v' 7:04 PM Appeal No.2014-010 Crary property is located at f H Bay Shore Road Hyannis'WA as shown Robert and Lauren Crory have applied for a Special Permit: on Assessors Map 325 as:Parcel 092 It is in the'.Residence.. pursuant to§240-131.4(0)(2),to renovate and expand a single Zoning Distnct' family dwelling in the Craigville Beach District,The expansions will: 7:04 PM Appeal Nor2014.-016 Crory consisfibf a second-floordormer,first-floor.enclosed,porch,and-, Robert and Lauren.'Crory have applied far a Special Permit lower level addition.The property is located at 117 Lake;Elizabeth pursuant to§240 1314(D)(2)to renovate and.ezpand a single Drive,Centerville;MA asshown on Assessors:Map 226 as Parcel family dwelling in;the Craigville Beach Distnct Tlie'expansions will 053.It is'in'the Craigville Beach'Zomng District Craigville Beach consist of i secontl-floor dormer first=floor enclosed porch,;and:q' Neighborhood lower level addition The property is located at 117 Lake Elizabeth 7:05 PM Appeal No 2014-009` Wel.lrngforr .' s Drive,Centerville MA as shown on Assessor s Map 226 as Parcel Charles 0.Wellington Eras pettioned_for a Spe6 Permit 053.It ism the Craigville Beach Zoning Distnct Graigville Beach ' Neighborhood = pursuant to§240 44 Accessory Uses tPermitted with Specials; 7:05 PM Appeal No.2014.009 Wellington Perriit;The petifoner is'-seeking to constrict a pier and boardwalk. Charles 0 Wellington has petitioned for a,Special Permit with stairs ramp'.and float:on a lot immediately,:opposite and�: pursuant;to.§240-04.=Accessory;Uses Permitted with;Special across a road.from.the lot.on which the principal use(a residential Permit.The petitioner is seeking to construct a pier:and boardwalk dwelling)itserves is,located.T%property,is located at 0 Seapuit with:stairs,.:ramp and float:on.a lot.immediately opposite and{ Road,Osternlle,MA as shown on Assessor's'Map 095 as.parcel;. across a roatl from the'lot on which the principal use(a residential 003.1t is m the Residence'F-1 Zoning District dwelling}it serves is located The property is located at 0 Seapuit?, These Public Hearings will be held at the Barnstable-Town Road Ostervilla;II.s shown on Assessors Map`095 as parcel Hall,367 Main Street Hyannis MA, Hearing Room,'2nd Floor, 003.It is in the Residence F-1 Zoning Distnct Wednesday,.February 26 ,2014 Plans and applications ma These Pubho Heanngs�.wili be at the Bamstaba Town be reviewed.at the Zoning;:BoA;of Appeals:Office Growth;'p Hall,367 Main.`Street Hyannis MA;Hearing Room.2nd Floor Management Department, Town�Offices 200:;Main Street,:,t Wednesday,'February 26 2014. Plans and;.apphcations--may Hyannis,MA > , be,reviewed.at the Zoning Board of Appeals;:Office; Growth - Craig G.Larson,Chair Management ,Deparirient,-Town-Offices 200 -Main'Street Zoning Board of Appeals:: Hyannis MA The Bamstable.Patriot : Craig G Larson,Chair February 7 and February 14;,2014 'Zoning Board of Appeals �! 1'he,Bamstable Pathot Feotuary 7 and February 14 2014 Engineering Dtpt. (3rd floor) Map 1J 5 Parcel ©. Permit# House#,' A--/ `-`fDate Issued ✓A ' Board of Health(3rd floor)(8:15 -9:30/:1:00-4-0#) 71 Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) - ^R-� NSTR� oN DI".21 HPA. uLiSche&Admip_�. De—Timid ng — 19 `" ' • BARNSTARLE, MA rFn 39. TOWN OYBARNSTABLE Building Permit Application Project Street Address R Ste. DLL i Village Owner Address � Pl << �� V�y0V �� Telephone ` — l r - S5 Permit Request 0-0�� OPL400, JJy—7rec �h0) �19 v 14 ax ��� 9 0 3 u �� OF BARNSTABLE ' BUILDING DEPT. First Floor q's are feet Second Floor square feet Construction Type D E B 7 Estimated Project Cost $ �J Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes N0 On Old King's Highway ❑Yes ❑No Basement Type: ❑Full [Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: as ❑Oil ❑Electric ❑Other Central Air es ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) Attached(size) 2 c,( - ❑Barn(size) ❑None ❑Shed(size) Q,dther(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use "Builder Information Name (�(y��Q�,. Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTI DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE J DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) .. .J N � ice - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. • .. ( 'xl � i t .P ,'.+ a ' - .' 2• ' - � c. ADDRESS z. t VILLAGE{ i fR OWNER ' - _ � .. . � - _ i •. � � `:ter DATE OFINSPECTION: ' - = • �' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL;,' ROUGH FINAL PLUMB IG ROUGH FINALS GAS: ��. .,s. ROUGH FINALca �•"•� 3T3 ' } - -. FINAUBUO-ING h �- • ,. DATE CLOSED OUT r t + ASSOCIATION PLAN NO. ¢ ON Tile C11111111(11111-Culill If:Jtas.TaCJJ rsctLs Dep11rt»tcllt Of 1"d1J1trial Accidellts OfffcPallmrowgallons 600 11 ashitJgtu11 Street _ �, .• i' B!/SIUJ1.Mast. #Z111 Workcrs' Compensation Insurance Affidavit _ _ - aF�T inf firm inn• -- _PI ._ P . _...._. _ nr i n• V01 •1�. \ him•e �� �✓� �i�l C I am a homeowner performing all work mvself. 1_am a sole proprietor and have no one working in any capacity 1 am an empiover providing workers compensation for my employees working on this job. cnmirini• n•rmr- 'uirlrrcc• City" - nhnnt•�' incur-mrr rn. lice•!! I am a soic proprietor. general contractor. or ameati�• (circle vne) and have hired the contractors listed befow who the �oilo%vin_ workers' compensation police:: Mmnnm• nnrnr- 9tirlrree• Cir•• nhnnc 0• incnr^nrr rn emmnnnc narm•- adrlrrcc- tin nhnnc tl• incor^nre rn nniic�• _ Attach additional sheet if nectsiary_ • -- ».: :..�::::�' ....- ...•-.-.,_-.,......w..�..-r.: a"�•ue;_--..w..��: Fmiurc in secure can•crncc as required under tectton—"'A of AIGI.153 can lead to the imposition of criminal penalties of a line up to S1.500.U0 andiur uric cars' imprisonment a. %.ell as ci%-il penaities in the form of a STOP WORN ORDER and a fine of3100.00 a day against me. I understand that copy of tins,uttcnrcat mad be urn•arcicd to the OlTce of Investigations of the DIA for coverare verification. I uo iterent c•rr i tattier rite its attd pen t'• o rjurt•that the information prorided above it true artd correct. Si^^aturr Date (Tint name "tt Liz LPhone ' atTicial u c nnl� do no�wrttc �111i, rea to be completed by city ar town oRciai - ttt F rerntiUlicense is r'ttluilding Department cite or ttrn•n• �Lict:rtsing Board [. check irimrncdiatc respunse is required Scicctmcn'x Ufficr t" t. °[tIicaith Department contact rcrsnn: phone it• r'tUtlter Information and Instructions MaS5aCf1USCIIS General Laws chapter 152 section 25 requires ail emploven to pmvide workers' cttiitPellsaticttt erllnlo 'ecs. As quoted tic m the -law-. an cmpluree is defined as every person in the sen'ice of :11lother under:a;. cottraci of hire, cypress or implied. oral or«•riven. An eiy plt rcr is defined as an individual. partnership. association. corporation or other legal entity. or airy two or : the Core-ping engaged in a joint enterprise. and including' the le`_al representatives of a deceased employer. or ttc rccci%•er or inistee of an individual . partnership. association-or other lecal entity, employing' employees. Ho%vevc: rn"•ner of a divellin__ house having not more than three apartments and who resides therein. or the occupant of the dwelling house of another who employs persons to do maintenance;construction or repair work on such dweIlin__ or oil the __rounds or building appurtenant thereto shalt not because of such employment be deemed to be an MGL chapter !5? section _'5 also states that c'%'cn• state or local licensing a12 gencyshall withhold the issuance or _ti�al ofa license or hermit to operate a business or to construct buildings in the commonwealth for any leant who Tins not Produced acceptable evidence of compliance with the insurhnce coverage required. ACIL;.Jollally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the pcfivrnlz::cc of public work until acceptable evidence of compliance with the insurance requirements of this chap:z he= prescated to the contracting authorin,. a{�{ilic�nts Ple2se 'ill in vile workers' compensation affidavit completely, by checking the box that applies to ;your situation a:.. suerivin`� company naives. address and phone numbers as all affidavits may be submitted to the Department of 'ildustrial .-accidents Forcontirination of insurance coverage. Also be sure to sign and date the affidal'it• The should be returtled to the city or town that the application for the permit or license is being' requested. r :he Depar talent of Industrial ,-accidents. Should you have any questions regarding the "taw" or if you are recur- :o obtzin a workers' compensation polic}. please call the Department at the number listed below. Ci tti• �►r Tu,�•ns . Please ,)e ;urc that tile �ffldayit is complete and printed legibly. The Department has provided a space at the 5orort the for ou to fill out in the event the Office of Investi-ations has to contact you regarding the applicant. P be _ : to fill in tite permit/license number which will be used as a reference number. The affidavits may be returne ';le Department by mail or FAX unless other arrangements have been made. Tile Office of Iilyesti=:1tioils would like to thank you in advance for you cooperation and should you have any quest: please do not hesitate ro __ive us a ca11. Tile Depar ment`s address. teiepilone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents -•• Office of Investigations 600 Washington Street Boston, Ma. 02111 fax (6177) 727-7749 nilunc =. '6 i'1 -'' 406. 409 or--=900 car. %' The Town ®f Barnstable Department of Health Safety and Environmental Services "96 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Cmsse." Building Comm Ls: Fax: 508-790-6230 For office use Only Permit no. Date AFFIDAVIT HOME 1MPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repa ir, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements P 4�Q. Type of Work: �tp0 Est.Cost 9 0 of Work: Address Owner's Name. Date of Permit Application: [hereby certify that: Registration is not required for the following reason(s): Work excluded by law _Job under S1,000. ilding not owner-occupied Owner pulling own permit Notice is hereby given that:THEIR OWN PERM[T OR _ OWNERS PUI,I.INGR API.ICABI.E HOME nVIPROM WORK DORNOT HAR CONTRACTORS FO ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c- 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit a agen the Owner. <or Registration No. Date Contractor Name f e atm LLJ e rc z m C _ o- 0 .� o _ a _ a - d N 4 - f CzNa> a LLi Lu El OQ co CD , - . j , i , y a d _ n - W J O r � 6` . .. , o'. N - 011k O, =. O - - C' 4 ;: �:. f o � uN C�J �� o r� ,i cr �', �' �� �l � � � �'T �3 G� ]�. X. � 2 ,,� �-°•� �,. �( .�1 ° . �. ,. �� RESIDENTIAL PROPERTY MAP NX-5. LOT NO. FIRE DISTRICT �+ STREET 116 Bay Shore Rd, Hyannis SUMMARY 325 79 - H 'i LAND 0) BLDGS. w do w OWNER r'�,� .�; /��.!f.F TOTAL (o S Uc7L% LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: LC 7615-B ,L o r 9� � BLDGS. .-Consiglio,....Peter_A.,__ . 10/l/57 tf 21056 B TOTAL ... . .. a .23a LAND Parker Realty Corporation 12-29-78 Ctfe 76848 (less rn BLDGS. TOTAL LAND BLDGS. 01 TOTAL LAND BLDGS. OI TOTAL LAND 0) BLDGS. TOTAL LAND BLDGS. 0I TOTAL LAND INTERIOR INSPECTED: /'/l ` ✓'� BLDGS. TOTAL DATE: LAND iAml� ACREAGE COMPUTATIONS rn BLDGS. D TYPE # O ACRES PRICE TOTAL DEPR. VALUE TOTAL HOUSE LOT `�� %'' 07 = =' '- " =r� -y-�-=3 LAND CLEARED FRONT = G _� % , -�' r".�. , `� ., BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR 0) BLDGS. WASTE FRONT TOTAL REAR LAND O) BLDGS. TOTAL LAND 3 BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL �1'_ LOW DIRT RD. LAND LAND COST ic.Walls Fin. Bsmt.Area Bath Room Base J i L BLDG. COST /J 3nD u.Blk.Walls Bsmt.Rec. Room St. Shower Bath •l• Bsmt. /.Y 7 0 PORCH. DATE /yG/ ,c. Slab Bsmt.Garage St. Shower Ext. Walls PORCH. PRICE. ck Walls Attic FI. &Stairs Toilet Room Roof RENT no Walls Fin.Attic Two Fixt. Bath Floors rs INTERIOR FINISH Lavatory Extra nt. F (� '1 2 3 Sink Attic r/= 1/4Plaster Water Clo. Extra :XTERIOR WALLS Knotty Pine Water Only Me Siding Plywood No Plumbing Bsmt. Fin. gle Siding Plasterboard Int. Fin. VFp Shingles ✓ ;✓ S. TILING GUI Ilc.Blk. G P Bath FL Heat ,a Brk.On Int.Layout Bath .&Wains. y U 5 �� j Auto Ht.Unit 4— Veneer Int.Cond. Bath FI. &Walls Fireplace , .7g n.Brk.On HEATING Toilet Rm. FI. 7 5 !� Plumbing _ lid Com.Brk. Hot Air Toilet Rm.FI. &Wains. 7 Tiling 4— Steam .Toilet Rm. FI.&Walls / z nket Ins. Hot Water Ll r I ✓ St. Shower f Ins. Air Cond. Tub Area Total Floor Furn. ZZ ROOFING An i v5 COMPUTATIONS : A. Shingle Pipeless Furn. /2 S.F. a .2•7 U od Shingle No Heat S.F. y A-/G s. Shingle Oil Burner S. F. I 10 �•c�I Ci to Coal Stoker S.F ZZ . Gas ^. J I OUTBUILDINGS ROOF, TYPE Electric S. F. /. le ✓ Flat S. F. 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 MEASURED Mansard FIREPLACES S.F. Pier Found. Floor %/,, mbrel Fireplace Stack I I Wall Found. 0. H. Door LISTED FLO RS Fireplace I I Sgle.Sdg. Roll Roofing C. LIGHTING _ _ _ Dble.Sdg. Shingle Roof ch No Elect. DATE Shingle Walls Plumbing dwood Cement Blk. Electric yv ROOMS h.Tile Bsmt. 1st TOTAL a Brick Int. Finish PIW.D l gle 2nd 3rd FACTOR REPLACEMENT OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep• ACTUAL VAL. LG. /'K =•/�;" =r' /9Gl Cr- Z :ZG1037 - Z� V 2 3 J 4 5 6 7 8 9 O TOTAL I R325 079 . P P R A I S A L D A T KEY 238718 PARKER REALTY CORP LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RB 195, 600 27, 800 99, 700 1 A-COST 323 , 100 B-MKT 251, 100 BY 00/ BY ML 7/88 C-INCOME PCA=1011 PCS=00 SIZE= 1630 JUST-VAL 323 , 100 LEV=400 CONST-C 0 ----COMPARISON TO CONTROL AREA 69WC -- TREND EXCEEDS STANDARD NEIGHBORHOOD 69WC HYANNIS PARCEL CONTROL AREA TREND STANDARD 151 15 LAND-TYPE 1956001 LAND-MEAN +Oo 3231001 210000 IMPROVED-MEAN' -530-. 250 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 10001 LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADJS/SB/FEAT STR] STRUCTURE ARR] AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [000] DATA- [ ] XMT [?] � :.. . . �_ �I ... PROPERTY ADDRESS I ZONING I DISTRICT CODE SP-DISTS.I GATE PRINTED I CSTATE LASS I PCS I NBHD k KEY NO. 0116 BAY H A .rall) A91jr LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T S vP UNIT ADJ'D.UNIT ACRES/UNITS VALUE Description P A R K E R R E A L T Y C O R P M A P- Lano By/Dale sae Dimenaon LOCJYR.SPEC.CLASS ADJ. COND. PRICE PRICE CD. FF-0e th/Acres E #LAN D 1 19 5,6 0 0 CARDS IN ACCOUNT - L 15 1WATERFNT 1 X` .2 =10C 270 314999.94 850499.91 .23 195600 #SLDG(S)-CARD-1 1 99,700 01 OF 01 A #OTHER FEATURE 1 27,800 COST N BATHS 2.0 U x C= 100 7000.0 7000.0 1.00 7000 B #PL 116 BAY SHORE RD HY MARKET 251100 D - NO BSMT S X C= 100 6.3c 6.3 1252 7900-8 #DL LOT 96 INCOME FIREPLACE U x C= 100 3100.0 3100.0 1.00 31OU B #RR 0090 0093 - USE A D RD3 ST DOCK S 4 X 128 197 C= 80 1.0c 54.2 512 27300 F APPRAISED VALUE D J A 323,100 A U PARCEL SUMMARY T g LAND 195600 A T BLDGS 99700 M 0-IMPS 27800 F E TOTAL 323100 N CNST E N DEED REFERENCE Type �TE ReCIXOa PRIOR YEAR VALUE A T Bpp Page Ina,. sale,Prfp. LAND 195600 U 4S �_ C768480 , BLDGS 127500 TOTAL 323100 R E BUILDING PERMIT ***DOCK CHG 'FROM S "mbar Date Type A-. R D 2 TO R D 3 8 8 f Y„ LAND, LAND-ADJ - INC ME SE SP-BLDS FEATURES BLD-ADDS UNITS ............... 195600 2780 2200 Cnnst. Total Vear Built Norm. Ob- Ciess Units Units Base Rate Atli.Rate A4� 119 Age Dep, C-dO CND. I Loc. 9b R.G. Repl.Cosl New Atli.Repl.Value Stories Height Rooms Rms Baths ♦Fla. P.---II F-c. 101C+ - 000 110 110 60.50 66.55 61 80 14 87 100 87 114580 99700 1.0 8 4: 2.0 7.0 S rDescription Rate Square Feet Repl.Cost MKT.INDEX: 1-00 IMP.By/DATE: ML 7/88 SCALE: 1100.65 ELEMENTS CODE CONSTRUCTION DETAIL BAS - 100 66.55 1252 83321 GROSS AREA 1630 SINGLE FAMILY;D.WELLING CNST GP:00 T IFMP 55 5.50 252 1386 *---1. *----- - 4--- 18 -* STYLE------ -- -03RANCH--------------0.0 FOP 35 23.29 21 489 R � � ! ! DESIGN ADJM_T 020E5IGN ADJUST___1_0._ U I fSf 90 59.90 378 22642 14 14 i4 EXTER.WALLS -11W666 SHINGLES -0. -------------- -- ------------------ --- C FEP 65 43.26 105 4542 ! ! ' FMP ! *---14---* EAT/AC TYPE 08GAS H W-ZONED 0. - -------------- --- ---------------------- T ! ! ! ! ! IN7ER.FINISH 04DRYWALL 0. 18--30*-------* 1 .. � --- -------- -R------------ U �-* *T-'-- _ iNTER.LAYOUT _12A_VER./NORMAL ___0._ R *-7-* • ! _ INTER.OUALTY. (12SAME_AS 'EXT_E_R_.-__0. A BASE !FEP! ' ! FLOOR STRUCT DI WOOD JOIST 0-0 L D p W! ! 27 27EFLOOR COVER-- -O4CARPET -------------- Total Areas Aux= 378 Base= - E 1630 22 22 15 ! ROOF TYPE 01GABLE-ASPH SH D- er, BUILDING DIMENSIONS 1 1 1 1 --------------- --- -----------------._____ _ ELECTRICAL 01AVERAGE 0-0 --------------- --- ----------------- ---- S W48 N22 E04 N14 E14 S14 FMP ! ! ! ' ! FOUNDATION 02CONCRETE BLOCK 99. ------- ----- --- ----------------------_ . ... :,8 N14.-W18 S14 .. BAS'E30 S22 1 *-7-* F'SF 1 ' --- --------------- ' FOP E07 FSf E14 N27> W14 S27 *--------------4g-------------XFOP*---14=-- --------------- * 69WC HYANNIS LI.- FOP ------- NEIGHBORHOOD NO3_ fEP N15 W07 S15 E07 LAND TOTAL MARKET .. FOP• W07 S03 .. PARCEL 195600 323100 AREA 70000 VARIANCE +0 +362 STANDARD 25' t kJt t ..1J � fit, I i I I k S E DEETECJORS REVIEWED R BARNSTABLE.BUILOING 6EPT. DATE ARCHITECTS,INC 299 WHITE'S PATH SOUTH YARMOUTH. FIRE DEPARTMENT DATE MASSACHUSETTS, 02664 BOTH 51W TURFS ARE REQUIRED FOR PEAMITING tel _ '(508) 382 8883 (508) 760-2800 fax(508) 760-5800 i_ - NNW.EATAACWT:CT CDM If Tr 1 I „ !1 IJ_1 , -�� NEW RESIDENCE , ' - FOR I. L., L . .. Jill 1 1 PAUL&JAN I I CAPAS SO. _ _ .. .. AT . . 11 .116 BAY SHORE RD I I I I I 1• 1 ' ..1 HYANMS,A4A Jill Ill[ q Q AN NOT TO BE USED u 1. PURPOSES UNLESS STAMPED hTON AN MMA,. CHTECTS /(- STAND AND St LANK h MARNEO L II AS•PET111T SET'OR"CONSIRUCTON SET': I. J11LILL ©z. 01I MT ANCHMECIS,INc TIE 0RAtt91G5 AND ALL Oi TIE IDEAS ARRANIiMETT%OMCN%ANO NOIC TEO TKREON OR REPRE TED TIER LEY,ARE OYMEO BY ANO REMAIN THE PROPERW Y l OF ENT APCHITECIS,INC.NO PART TKREOP 91A I A Mu LM BY MIY PER56V.FWAI:OR COPPORATON . I ••I ...I I ) - 'FOR PERMISSNIN aC N NNM FAT ARLHIIECIS.G N I _ 7 L PROJECT$420813 I .DATE ISSUED: . REVISIONS:- _ • PERMIT SET - LIST OF DRAWINGS. PRICING PROGRESS SET SET - .. - PROGRESS SET" CUSTOM*RESIDENCE. E.0 :ENGINEERING/SEPTIC R A.1 FIRST FLOOR,PLAN PAUL & JAN CAPASSO . A.3. ELEVATION OOR & ROOF PLANS 116 BAY SHOREROAD . A.4 SECTIONS A.5. DETAILS . '��T - " A.5 NOTES . . REGISTRATION. �YA1�1�12-9 S—100 STRUCTURAL NOTES ARCFH 1�C 1 $5 INC.* M S-200 FOUNDATION PLAN SOALe,n=r S-201 FIRST FLOOR FRAMING PLAN ARCffiTECTS•INTERIOR DESIGNE[tS•"sT�D$xs. S-202' SECOND FLOOR FRAMING PLAN 2 . S-203 ROOF FRAMING PLAN S-300 STRUCTURAL DETAILS UNLESS OTHERWISE NOTED. S-301 FRAMING. SECTIONS SHEET N0. C.O. TOTAL NUMBER OF SHEETS - .. - .. IN SET:ir . - .. .. THIS SHEET-INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS R J. \ ARCHITE AHCE0H411.1[flffiW8➢B9I�suuMW 299 WHITE'S PATH: SOUTH YARMOUTH.. 16- 6-0• 6'-o MASSACHUSETTS.,02864. a s" tel (508),362'8883- _ . _. 9•_6• _6 5-7 1 z (508) 760--2800,. . .. fax(508):780-5800 .. .. B' .. - WWYFATMQIITECiS.COM . _ A.4 NEW FOR:: PAUI:&!AN 0 CAPAS SO 1 p= —— - — — _ AT MASTER - 2s7o.. ED OM Q 6'BAY SHORE RD UTILITY. 11 HYANIVIS,"MA n 0 Ell m. .. I - .. 20. . - _ N •I MESE P T ANE Nowt VON .. z GRE'AlT ROOM 507o Bozo. . .- ... - ��TMs��m�T�flo'Y�,- LL � N 3068 _ - . -: �3�II�HNHINfNNNNIf�NH4IIIIIIfHH�lfn- �Y°" e - AOE�FRT AR091ECR.WC�N%NPflEYNN 1NEE PRQF ATY -. .. a . .. .. ,�. 1 FK YntRED BY ANY PERSON:FWY,OH CMibAAA ON OF E EX4FTIlU_ 1 T SPEOIFlO..AAIQI / a PFA 54R1 111E FlRN EAT -- - INQ - 'PROJECT o 4208i3: ao. .. .. - 2670 3 4" T 03 t MBATHR 2670 - + 2X � DATE ISSUED- PROVIDE .. .. - _ - . : slorwa I -----' m m.REVI 2670SGWB �SIONS ' CON TYPE W%LIVING SPACE ' ® GARAGE " - -',wc. . , z67o DINING'.. KITCHEN a0 PlTcTOWARDSLAB DOORS FT ----------------- O.. r 670'•U I . . tERMIP SET R i' �-307 I .. - DROOM ' o I c' IPR PRICING W ND Y �. THERtlAlRO_NSOL�lE� I' I A 2870 3070:- BERGL'AS OOO�Wt- ..0 SET ;4 o _ A- INTEG@6TE0 IOF11Gkirs-- I I C _ /PROGRESS - -- v A.4 . , 0070 GARAGE'DOOR I. } To APION B . ,REGISTRATION . 7'-1 1 4• _.9•-1 1 2. ._q. q._ - .SO LF:1/4-V-W' .. UNLESS.OTHER WISE-NOTED. SHEET'NO . - PROPOSED FIRST FLOOR PLAN' /� 1 1.887'SF BUILDING FOOTPRINT .. SCALE: 1/4'•w-1'—O"' •, 1.440 SF LIVING AREA .. - ... 117.SF.COVERED PORCH CALLED'' TOTAL,NUMBER OF SHEETS-_ ' .. -. 430 SF,DECK N NORTi IN SET: EXISTING LOT AREA. 9.853 SF- 1 EXISTING BLDG/DECK. AREA (LOT COVERAGE) 2,443 SF (257.) THIS SHEET INVALID .. - PROPOSED BLDG/DECK AREA (LOT COVERAGE). 2.434 ,SF (24.77).' - UNLESS SHEACCET INVALID NIED Y_ . HABITABLE FLOOR AREA, 2;7 .,SF PROPOSED < 2,956 SF ALLOWABLE ('307), A COMPLETE SET OF: WORKING DRAWINGS i R _. ARCHITE CTS,INC ARC= .gTiRR[p@T R�@RR R.R11RaW _ 299 1NHITE'S PATH S0UTH.YARMOU7H,. A.4 `MASSACHUSERS; 02884 tel (508) 382 8863 . (508),780-2800` fax(508).780-5800 . WWW.ERTARWITECTS.COM s6' o" — — — — — z-6 W UEL NE CE 6 5 sso, BEDROOM. ` — p. —p Q l� 116 BAY SHORE RD - s�.� ANNIS,MA, I _M • HY _ STORAGE Q Q ---- .. .. - - BEDROOM BEDROOM q a.; ::-I � 11ESE PLANS a11E NOT TD RE USEO .. .. N FOR PERIITIING OR C�ONSiRUp 3 ' 4' 7'3 4 4 . - - - - P. wVl AN ORIONAL n WITECTS: . y. I 2668 AMP AND SIWAIURE h MMI�D .. AS'PERIIR 4T'.OR"CONSRiUGRUN SEP'., .. - - - ©: MASTS BATH aofia � I 4014QtT ARWITECIS.'ING THE OMNYICS AND '4068 :ALL OF 1HE IDEAS.PARANGEMpITS,UESIWS,'ANR •PV:NS uro1CATEp TIFAEON oR REPRESENIFD`- . F M ME UNNEO-WM NO REMAIN 111E PROPERtt — . .. .. .. _ 2' 7 3 OF ERT ARQINECTS.ING NO PART INEREOF.SHALL xv�PURPUSE EN.. wTNM•SPEtl N ATfFNN PERNL59W.0i lHE FlRM ERi ARWITECIS.IN4 ON 668 2 668266 ..PROJECT s420813..: .. _ •186 DATE ISSUED: HALL. REVISIONS 2668.. LI - t• o6N68 - .I I MASTER" ` SITTING . 0 4 A.4 A :4 N wnu _ : , - .. - ._.. • PERMIT ET T .. - - .. PROGRESS SE - - PRICING SET 6 .. PROGRESS"SET 11• 0" 3•.O" PROPOSED ROOF PLAN : ALL ROOFS OF 4:12 PITCH OR LESS SHALL BE COMPLETELY COVERED " SCALE: 3/16"=1'-O' - - - W/9 LAYER OF GRACE ICE AND WATER BARRIER.TYP. ALL EAVES'AND RAKES SHALL HAVE 1 36'CONTINUOUS COURSE OF GRACE ICE&WATER WATER BARRIER,.TYP. .. .. _. ALL HIPS AND VALLEYS TO BE COVERED W/1 36'CONTINUOUS - - PROPOSED O P 7 SF HO S E D. -G AREASCALE: 1/4 1—O" COURSE OF GRACE ICE AND WATER BARRIER;TYP.. - • - ... SECOND FLOOR PLAN. . : 490 SF ST ORAGE:E _ I T� � REG S RATION - - _ ... .. UNLESS OTHERWISE NOTED.'. .. SHEET NO. .. .. SET. S.. _ CALLED TOTAL NUMBER OFSHEET IN THIS SHEET INVALID UNLESS ACCOMPANIED BY ' .. .. - . .. - .. .. .. A COMPLETE SET OF WORKING DRAWINGS . I jI®j jli®ii� ■uu •pool _ �m■mlmm � SOUTH YARMOUTH. . ai:uulf=!'■non._ .: :, :,, ainnou■f; 'aunue'■1i l �1.1e1■elleel■Il■In.,n■nni■111■111"I■IIniI,. �r1e■WrW �t�W!IILIn'!'t■I'1■'In'IIUO W I■r'I"/Illr,ls� __�1��. .iiime�iiliti■oiuiiG'ii!iiiliiini'niislinniili�ilii•miniInn ��■e 1�■ n■� !■� , m'llen1l ■u 'l■momuu■nnum's'nsnum■ul■■uleunu■u5uu'1 ,� n l u ■u n1 n._ ■nm a mono amunnnnnouuunnnnnnnn°°°°°■e■lr■°■°°°■a nen'�� ■ ° ■■ ' n "■. e■onnn■'■e■INN w■nnnnm■■I■III,UNMI •••!■■l,lel'nel■■1■le'/'l1111, M'1'■' ,�1 �IIY1W,■l • ■1 1 'Ir - �In muuu■n■w'■e unn■nwuu■uuuun�. �^=�nuuuunm■m'nnnuu ._..�_ .•• ml ! ._.a..�-.e.-., .:.: ._.- ._. ., ,tlll■I11■elnlnnlllnl■■ell:-• 6'nounnunnn°°/°e■° , IP141Yi1 �Q d ,uOie ■ ■ I�I I�Inll.nu'nuen■unu�l �• ' �e�,l i�;l : t n , �Iiii I II l�l�i�iiri I�II��101 ■ai' �1 I�I� ILaI ��i� ° �. I'e■� 1 . 1� unn■uu'■■■°■'■"e■■1 �. ■ in._. - I I m ■I■n ' 1 �� l ®I riniiii oiii:liiii uiinr,� hlini■'niiienleiu` Ipl,� '�I�I °� ;1e1� ®, h °� �, I-•�� I®I n't� filing nunnnWnnl Inuuuu181111 In■■p1��® ■ ■' n■ �l■�1���1 n�ti el■ I�I®I I�I ('I'�I�� r IIl eilln'■l11'■I'1■rlrle'■I11��®I�I�■1°I°■°ll\■1■1■I°■eF'amTn uunuu■Innuuunnl■ulnl �nunuu■Ilueluun■nl■ulni� , u roe°■ , iini�./el■nlurlllnl/nl'1■111/'In,tv.nu-_•--_.�: 'In1111■Illnln'lel■Illn'■nl■,s 'I r■r■11� �. �■For-.-.__:ain�nl■nl '°arvi ai■ i-°:---• a■Itl■i wemummnnnnw■e■un■unenn■leiumue■uugnl nuln■n■,■!` Il■e e■ _I'I lu■ umu'u!nn°■!unl■■ q----•----••--_� I n■li'�siil�n�!m n�n�iW�iL I��I�i� ■ I'I— —I�I unn GI■I el • - 11■I vuu,a.ni■•■uuu,u•■v v 1 •--:—_ •_•■ele■■ _ _■1 1 ■■■to I [ 1 ■1 ,■ ■ Il-'■`I ■ ' lll■■■Ie■nl'Iln■I'n■Illl■■■n�■lell■ ■■n■1'11■■■IOl/1111■OI,/a■1■11■■elnm■Ileln■I'■e■lell■■■I - :. •, - -_ - ■ y�■/IIj�■�■■■,■le I■�.■■1■III■■1'1'le■e11■■UIe11■ell\■let'n■ell■■1■I,II■,11■■mlll■lll■■Ill,n■ell■■Itlln■°ll■■1°I°tnelli le� 1 ' '�I■■1:1'1,■eCl■■IIIWLIIIIe■1 mmunn■loan■eneleu■nunnunuumn■munmoum■1Wooun■t■nun\'■° ■° IOI I®I� ICI■ i�� .� �� FEN �i� iliri■iii'iliri:li�laieii!iiiliiieiitiiii�aulr,sliiiioll muliiiri:iiN'r= =��="\■'■'II'■'lo°■u - - - e - - -� - -- - - I /1■■■�l'.1.'s i�:::,ii':r:rl iAT nnnnnnWwnummmnunnorllmi 1 11rmm�nonunun■ow 1°re uiir�:ili'r:i1�i — • ��■ I��'' I®®_� � ° '- 1�'1/uu m'■Iy�l■1ria�r0`imnnln■umuuneunn■nn■!lnn■u■mu■u■nn■uml■nn■11� �loo!■lo mlouul '■I a M'. ■ I���;� — - ■n■n■ ■nummmeununwo■nsmmnu■u'lenm■°■°°■■■Il■° ■noon mnu■ nI n . • ' nuslne■enl■■■Iomuinsoll unuouuln■!nnnno■Inonn un■u■1Wnn■ ■111 ■ inni■lonWil■e■ ■ul■■leten■'n■■uun■nu■uun■womne■nl■■lllnl■lll■■mnw ■umrunnnnu !� I I '■l■u■,■■'nwnun'nnnuuuuuntm,\uin moil in] in mm ■ - - 1II111pf �, 1 ■ one■1■t ■■ I�IL II'I 'IuJI'I■1 -'I� nnlWnon■nnnnummuummnmlo,el■Wunn'm■IWuon �unne■u a °.-. _ !-., - �1 �� w■n e ■� m'..F r S1i 1 one auumnmuununnnum■en'lnunuwennnununelnmWul°°I°II �-•- nunuuunm°l■ I nuul I n 1 7 ;;��1 1 I ■ �WOI j11111I111111 ! ml ln■unsonn■lu■Wnn■nnnnnmmouul'mlml■nuu■mnnw �o■nnnoonn■uw II���IIIIIIII�IIII��IJIII� u■lio. itnti ' 1 YTil:i i7'•.ec11.71:1ieal�t17iC176:'1O11BC176:e:;11:7a7I:aIC11:7i17':e\i1�7eia� a':a1Ca.7e.76:a1. __ ■ 1- - - - - �IIiIII��I�Illr.l l��l - •I� IIII�IL � n ••i �� i"1""li ��i�il■� Vnm I oil n■n■nnnne■um■■■u■' nunr■l■nu■■■■'■ ■'nemu°\n' • e 1 a fvl a a id Ill INN nn■u/nuu■■� r■�'i�ii:1iL - _ _� jr • �I� Awiws�iiii `■5■rl�t�■nn: �ii s :e.�`.�'� �I�� ��p , �Yi Inl�° lnl6i i� il�s1: e1usnwwul� e, '■uu■unn■ms■um,nn■■aunueolsennmonuue'n■n°1°1° ■ulenuu°■°n■ Wall w\ � � n � �� ��' urM 1'■1■n■■■°°m.l■Wnw■WI■ilnl■1■■'nWIW■'■rrnlW■°!■l, 1�������, � W --� AIIE NOT TO BE USE) PROJECT .420813 nuemuinnle - n .,;.]IN 1 Ge I I■ 11. a 11 t ani��■II■.''■ I lep■�ul■■■III■milli of'■"1''1n MINI all1■I� /ll■nitn/I,IIO■Ie■, ,■nl'e■one■l'II■1 5 �\� 1 1���� I■■'1� ■■ ma .l■ MIT SET. ell■■lelele■■ll■■l'1: ' C JO■tell■■ ■ II ■' 'n■■ , I■tnell■111■■I'1'n■■1. ,,_ ... , I■Illnnell 11 I I ■ 1 Il■ a I■ell■ .-- nPROGRESS SET. nnnnnu■m■nn eunumnn,W'n■• ■elt� nnu■n ' ■ ■ ' , 1 1 le■teln■lt■■1■1■II■nl■■t Oel■I , ,nn,lr .�� . 0 ■ --,nnl� 1°Iii°i - ._.__.._ an �-- -.._-_-- uu p l■n■I L:— �°r•� �� !�' °�Law, nl■Iln,i'nl■-- - 1■I'1Iran ■In,■lee■1 :. Ilrlrin 'I■le■I 1,■el■Ilel■ , i 1 ! 4I _ °Ne:son. uuuu ■e■Inln. L -l -_ 1 IIl11e■t. nl'1'■ill - � -fenn■n 'Wnn i nnnnWm ' � !�iIlneIO � e l IIff,U-■■I!'i E� l! 1 : ■1■ Irll■1 OI■11■nl I,I■In,■1■I' 3In■IU■el■. Emilio Inlee■e■l !Inl■■Ilt 'lel■III:--: ler III. -- I •- •-- III/111\ 1 — om1■■I, '50■n I 11,, 1 in■5i Iji■ ' ' li■' i\m. r�iinnnn► ..a'�Irr'� nnmw■_--:—.lu■uuu/, ! ■w■unonunn.'■eunnl■un°■■■11■°■°1° nln■nen uunr■n sr.,!■■■u■ .. ----- ------ ----_ - 1>.uw>.o_■�■!n!�un■r�l_n�im�muogeg�!r�n �nlulu■nreWnnr!�nnnu■n■�n� r - — 1■ill■rul,lREGISTRATION tm will uii: iil�l ------ - ■i Miii lurl n.■n .__..., -..__ Vim!■ .- - -�.-, ■u■/ ^••��lo,l�■■11,,■■■'a =? I�-. ._ �-. nes nl/■ uo■ J■nWnt�Sar■IW.-� ', I ` -- r 'i nl onus u1,ml I■■�el - I�■li ■1 --- ■ii■'a�ui■�.�1 naa..,. .'.1� 1':r: `::: S: ��::: �.,el. 1.1,1. a 1,1■r,l. I®II®I 1.1.1'...1■.r:l l ,lilrmnirn it ®®..IIiui ' ! em !i ■ul mel' i_ _ ®'Y 11 ■■ '\ , t ■In/e■ll■ 1'■ -- -.i 1'I■ ■I■11 ®®i n■l �11■l■' �® ®® J. l,,l■ , 1 ner al�li'��I��I■ -_ _--- -. r■I I� N I+ II � 'I/'■ '■'I, 1 ! 111 1 1 ■�'u:ni'r:iliiiru C I■I' 1 e■I �'■I" enl.e.:,—_----, ':p-. .''n --._ I\m■wnlnl 1 °® 14 ioe� ilu' ei�i li ° ` ililli ■ :i is i i�ii■!n.�e lijomg■tl�i l Emillnnne\n Gu■w■■.■ ,ur _ ■loco wm JJ n mes Inu■■uso,un■In - l■nnunul■I■u5elnm■m:ll nu l'rl�rioum'r■'n■noIN Is Il■■n I un I}}��tw ouuuum 1 ell■.�" III - -""i`. � nnuwlmnon mu n '�in ■'- a ti: n uuuuuo . NOTED.. I 1 .y-.� 'l 1 l nl n ■ rueu - I uunueunun:u■n:w mm-iJtiTe e e ■ l trnuel� ■m■nl,llm■Innrue■a uunm 1 unn l ■n n■le,iinnm a�r liiri�lWmennmelnnulnnuuul' �II I�IIIIII IIII III��IIII Ii�I IIiIIlII11111�.�I. n/'1'1■Itl■el■■eI11■III■II■■Ill■III■W■In�■I� •__ tt.. 1■!, i111 �LI I�IiliL1�IIIIILIIII I��II�II�I�IIII lllllllll111 `r! - - III 1■el■■nela 1■elll n11n'1■ '1'1■IO■�1 1 ' ■I tlli■ rnunl■uml'uu rslneu■u m■ • , ° IG-�:"��: _W�___•_-'-.-,-__._--___•..__,__________,._•_-_.___ Ilee'elseee!el!eeene■[!e!ee�n•■t!•�lee�e• r u�wllullln��IIII�I�I�I'III : S'1 . ,. • - - - -��•���• •��� nn■nmom■,■el - - - v ° - - - _ -- _i e!uee,e'e�e911 al�eee[!ee one el_e i e!eee!e e n�t!elte,eu�ee r u�■n■nnnnl�i'Le _��: �i ,■ulueLnum�i.Leupn,'eTin'�:�nlL�l� : Lm 0 [nlmm�u■Basin lm r ��� - ■■� - ':uuli�' l ' laiu' lii ' Sii:'iuimLlin,iiiiir■ ie tr! ° Lifr\ 'fi'�i!i'i:'iiie,iiiiriiniiiri�r. ��imn�g��nt'mu��■m--_����u■Inm W■et', W n mnn I m 1�iAmiga 1■m11'■■1■■/ • • , IN SET: THIS*SHEET INVALID UNLESS ACCOMPANIED WORKING4.COMPUETE SET OF DRAWINGS R , ARCHITE CTS;.INC .. _ DE RID RAFTER .: �: � � AACIIIffif.'LB.IIll�roanaBf@a018.9Oa.1ffitB� 12 12 PROM GE STRAPS®EVERY 2 12 ATTI C. SOUTH YA MOUTH sF— —1s .. 299 s r �s 5 r , �s ®a��oK o c eT+nx,BAYS MASSACHUSETfS..02864 \ -STORAGE H.H ''--J tel (508) 382 8883 ' 12 2 1z 12 2 —— -———— fax'(508).780=5B00 %. . 23 ' ' .. ° \ '\ 3 ... _ 23 - WNN.ERTMCNITEOTS.CCtI' 23 MASTER : �; I x �\ BEDROOM' STORAGE PROVIDE UPLIFT STRAPS ,I SITTING. zN BETWEEN 15T AND D STORY WALLS _ .. ., ..- :. •:, I .'. STORAGE - .... /�SECOND FLOOR i_I 4 '.. ., .. .. _O-.------- - DEL 23' _-.-.. I' - _--FLOOR _ .. .. EL S23oN8 . i, - . 1. .. NEW RESIDENCE: , ... '.. ... - PROVIDE PLATE UPLIFT STRAPS .. I .{. .'. .. ._N .�� "AROUND NEW WINDOW- ' - AS REQUIRE TYP• : LAUNDR' MU.DROOM' 8. : N �"t A A (1�1 GREAT R.00M. CAPASSO . .. :. BLOCK FIRST 2 BAYS ` ALL-NEW:WALLS SHALL BE SHEATHED ,. 0 4'-O"O:C.MAX,.:TYP: W 4'X8`.SHEETS OF'1/2"PLYWOOD . _ - A:5 . ORIENTED°VERTICALLY.PER TABLES 10.:. - - • GARAGE ` FIRST FLOOR'-_- _ .. i .. -. .. --:--_.-.-- u - _ - --- - -- - . �EL...13 76 -- .._. ------ _-, -.-- -- -- ----_ - - - _. .. _ R CRAWL SPACE CRAWL SPACE FIRST FLOOR� AT .EL. 13 6 ` 116 BAY SHORE RD HvYANNIS,MA ARAGE SLABS 1FOR PER Im ARE C 10 BE Po�SSA1 OPoGIma N L MCMIE 5� -.-..:P - _ _ --„- .�.-_ _ ..--_-.. _ _.-. _ ,. _ - - �..: ... v ...AS'PEPEYT SET'ON•CONSiRUC110N -,_-- -SECTION`@ -WEST.-WLNG. 'SE.OTION �- �. � ----- - „ ,@' MAIN BODY. OF STRUCTURE: . _ " SECTION :@ EAST WING A B - - •' .'. .. - .. � .. _ .�..: ��:..: C' ©ZB,C.ERI'AROYlEm4;NiC 1HE DRAWXC$AlIU .. �vuxs-CATEDixEREON..' REREF AND .TFUREBY.ME OtNFEO BY AND RE" AIN-FIE PPOPERIY OR BFOR My PMPOSE.EXCEPT N1R1'�ECI�RTIH�FIC'YMITiExOF— . - - .. .. W ARCWIECM INC � PFAMI590N OF TfE NRx EAT PROJECT :420813. TYPICAL ALL NOTES DATE ISSUED: DETAIL DIAGRAM -MODEL 1540.510- ` 'SMART VENT DUAL FUNCTION FLOOD AND VENTILATION.VEM CRAWL SPACE':.' . —SMART'VENT - wwwsmartventcom 18 1/4'R.O. �PERMIT SET ':PROGRESS-. _ .. . 'PROGRESS.SET _ - PRICING .' .. - - a'..: o. o PROGRESS SET . .. ,..,._ .. _ .. :-• 4 C.SLAB ,.. .. � STRAP SLOTS USE TWO TOP AND . TWO BOTTOM BEHIND THE RODENT SCREEN..'' CON ,. LOUVERS AUTOMATICALLY OPEN- - . AND CLOSE WITH TEMPERATURE' . .. . v NO ELEC1RIgTY IS:NEEDED. POURED RED FDN WALL o . AULK CATION. II l, } s FlANGE) I`` , I I 1 f. t'Y'�'�i _ .: .. FLOAT SLOTS t'19�515"1;1tI;.ar rg. g;�l II _ I , . .. - FIGURE I'I� U�lu-7 - . - I W II u IIJI ��llll�"�IL II�I ll _ REGISTRATION y I .. .. _ - ``777777LLLLLL`��� III -11�11 T.I�I�- :. STRAPS'INSTAU.ED 2 ON TOP � � r�� . . : :, •- .- . �u�l - T_ I _ I scatE:1/4'=T'-o' TWO ON BOTTOM-] �II II . :. VENT DOOR 4 � � 1-1 _ m°� Am- THIS VENT FRAMEII-L I .15FIGURE 2 - STRAPS _ -1 I I. � I 111=W11J1I UNLESS OTHERWISE.NOTED.O fill, __.. ._II II r0� uSTRAPD L1FIMAX G DE .ILyI51I�--Ilill N .. �11 M-I W--w1l !�IItiO O.' SHEETNO. BEND ppp��77 90 FOR "TEETN'MUST SPRING BACK FIGURE3 , - Aq'.T RE SEC _ _ _ �ur�u - - - • COCK W 71GH 10 INSU URE-INSTALLATION �ITII !IILO- Iul lilI- � TOTAL NUMBER OF SHEETS SET:V SSHEET INVAD .. SMART _NOT TO SCAIZ SCALE - . T ENT DETAIL SivIAR;T VENT O . UNLESS�ACCOMPANIED BY. g. . .FND: .THRIJ �. A`COMPLETE SET OF ''WORKING DRAWINGS: 1X3 TRIM.PTD.. - ASPHALT ROOF SHINGLES ffR iXB TRIM.PTD. .. HA GEC 15 FELT.PAPER VA . 12 .. ASPHALT RID AP - 8"COX PLYWOOD _/(PITCHES VARY) IN 5 ASPHALT ROOF.SHINGLES 2xIO RAFTERS. ARCHITECTSJNC . - - ROLL - H2.5 -�-� ..� ,-� r �� : 1X4 AIIC�Vl.1B.aRER(pRn�aN�.-ewuama; . .. TE®16 . . t 299'WHITE'S PATH VENT RAF7ERN IE@1 OC �' 1 BLOCKING /l\ / BLOCKING- . RIDGE BOARD ". \ \ \ .(®16 G.CEI NG fi'7s I _souTH YaRMouiH; SIZES 1X FASCIA )(MATY VARY) SI _ ., - 4 FA I IX8 FASCIA,PTD. ASPHALT ROOF SHINGLES /� : MASSACHUSETTS; 02664:' 1X8 FASCIA _ ^� tel (508) m--8883 . .. SEAMLESS ALUM. - . .. GUTTER 150 FELT PAPER - /;, .. .. (rJ08)-760-2600 . : 5/8"COX PLYWOOD 1X8 SOFFIT l /�''� - . RAFTER VENT .. ..:fG%(J08) 780"J800. . 1X8 SOFFIT,PTD. _ - : 1X10 FRIEZE BRD. _ ..- 1X STRAPPING®16"OC . WwN.ERTARQBiECISCON .. IX5,1X6 CORNER BRDS.. B C I' J .. :. 2x10RAFTERS .. - - i .. S . 1/2"'GWP BOARD FILING, I � TYP.WALL,NOTE I 'W.C.SHINGLESWALL NOTES l/� I� R 38 FBGL�NSULATION- I � � NEW RESIDENCE.... F ALL NEW TRIM TO MATCH EXISTING... - . .-. l PAUL&TANd . ' TYPICAL EAVE 1 O MATCH EXISTING a �/ SHED' ROOF @ '2 N D FLOOR 1 SCALE 1-1/2•-,•-a• .. ... : O RIDGE SCALE r _ _. TYP_.wAuE 1-.1/2e -RAKE ENTDETAIL KE .DETAIL O o • � .SCALE,�1/2'_ •_•.� .. CAP .FINISH FLOOR - .. ... - - .. - AT. . 3 4"T&G SUSFLOOR .. - - _ _ - CUT .. GLUED&NAILED - - - Use every other nail hole - .116�BAY SHORE RD ' ' ., • in a row to proNde the LENGTH BEAM SIZES VARY' _ - code-required minimum END HYANHIS,.MA ., .. _ t PAD BEAM - : _ en - - - . HOLD JOISTS 1/4 ABOVE TOP - .. ... - - 'spacng fo I .. , OF STEEL ALLOW NO SUBFLOOR. - center LENGTH SEAMS LY/IN 24".OF BEAM. .. ... : _ - .. _ E E - , 3/8 WEB STIFFENER ONE SIDE—-. LB AM VAR 9LOCKING: -SIDING.(SEE.FENS.) , STEEL SIZES Y:' r nai s PER MANUFACTURER'S .. -. "TYVEK"FiOUSEWRAP' , " - "' -mESE F,Ans au xor.m ee usm . IN SPECS. '. . - - R PaUAmNc.oR consmurnox . .... ,' 1¢2�.COX PLYWOOD + .. -CLEAR - PUPPBSEs uNtESS TA.Ea a SCIED . - .. , . . - / vn,N AN oRlaxu AR.—IS ARICED ��� - _ - TTEPN,P7 SET'oR Ns RuCi1 NaN s 6 O.C. - .. _. - 2X-®16' + g • ` R-21 FBGLS INSUL /g Fll1E - ©� N - ALL AROUND Tl'P 1 1.1.Exr ARam[cs wc.na aRA....6 'SPAN TE o `O - :. I ,- .. - .., - Au OF rxe meal.araxAxr�e,Lx,s.oescNs,Axo . g((1/2 CAPP 4f�OP/Y4JETD 3 LE 5 _ 2 MIL POLY VAPOR BARRIER - I BOLT TOP PLATE TO FLANGE' W 2®1 2"DIAM.A325 BOLTSFwxs aaolaTEv 1xexEm,oR.resRE,[N>Ea. / / - TIEIR�Y,ARE ONNm BY'ANa.REYNN.BIE.PRaPEAIY 1/2"GYP.BOARD - _ EACH.SIDE OF ERT ARamEcrs,we No—T„mncaP sNAu.. . BE ullu'Ea BY ANY""M MY.OR caRP "T O.. a • i s 1NEUD.CO AND PLLUM ATENT TO O BEAM _ - .. - . ` 1- - END- P n, n FAT.asoc .. I. .. ... \ FORm�mori Exar wn„sPEc�a,cc I.C. LATE Provide minimum 'LENGTH T# 4 FACE MOUNT HANGER' - - - 75'COL s PROJECT 20813 end dista DATE BOLT 2X'PAOOING THROUGH STEEL BEAM, 1/2"DIAM A325 :. -.' - _Equal.numtier BOLTS�2-0'. O.C.,HORIZ. .. _ - RE SIONS:EO 'STAGGERED TOP&BOTTOM - .: .. .. : ... specified nails'. STRAPPINGeachend Simpson Strong Tile in 1/2'cWB' CS Coiled Strop. JOIST TO.. STEEL. CONNECTION 11 n,E,_„�_,•_a- g EXTERIOR WALL 5 . BEAM' TO COL. CONNECTION 2 FLOOR TO FLOOR TLE O 'SwF,-,jt a,•-m.. - _ _ .O scalE,,/s•a r.-o•: _ - .. .. O _ .PERMIT SET' . . ., PROGRESS SET PRICING SET - - - PROGRESS SET TYPICAL WALL NOTES . . 6 MIL POLY VAPOR BARRIER - 4 xmc romem auu evam,muvamP . - 6".COMPACTED FILL COORD,DIY:'W/ .. 5/6'DIAM.12"GALV.ANCHO 20AR I.I DOOR LOCATION- 6"AFRO®DOORTHICK_,CrOPEN TOING BOLT®4'-0"O.C. - .' I. .. .. .. EN GARAGE DOOR DBL 2X6 P.T.SI a. 4"CONG SLAB-, '. .. .. T-0' I I : 1 1/2"X1 1/2"X�4' SILL SEALER - _ N.T.S.. I .GALV.ANGLE W ANCHORS®3'-0" . FINISH GRADE::FILL' ' TAMP FOR 1-/FT.SLOPE,5'AROUND (lt .t 1 r �• - I .. - REGISTRATION.. . FOUNDATION: a�. F.O.F. 'SCALE:1/4•=V-0•' + f - - . . .4 (. i. 1•. 1RKET,-WRY- .. . . _ t. 2: _4 _ 6.. 2X4 KEYWAY - A f = '* ^'3+••->s`" __ _;-: .. UNLESS OTHERWISE NOTED. t � ss 30#5 CONE BAR -a yc ,. - "--- - aT G In_ In"11 �('. i SHEET NO.,. BOT.OF FOODNG 4'BELOW GRADE MINIMUM. d - 4 r� ..r:'"':r`i='::.4:•y. _ - _ .. _ TOTAL NUMBER OF SHEETS IN"SET: IV O12 GARAGE SILL DETAIL GARAGE APRON ' DETAIL THIS SHEET INVALID. . scalE.,-t/z•-,'-a• .. .. .O scALE,-,/z-_,•-a• _ UNLESS ACCOMPANIED BY A COMPLETE SET.OF WORKING DRAWINGS TABLE 2 GENERAL NAILING SCHEDULE JOINT:OESCRIPTION" T: a_ v: n s_ r) NUTABE(i OP NUMBER OF 1 ,' .. : _ : .. .. •+-� ..• .. IECC2009 RESIDENTIAL ENERGY EFFICIENT.DETAILS ,.' BLOCKING TO RAFTER(TOE-NAILED) -, 2=8D 2-,OD EACH END _. _ - RIM BOARD TO RAFTER(END-NAILED). .. 2-160 ..3-160 EACH END .. CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK.CALCULATION ARCHITECTS,INC PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS TABLE 402.1.1 MINIMUM PRESCRI �,�.Dr��t�tatV�s.eQ1LDIDN ' FENESIRAnON SNYUGHT CEIUNC WOOD FRAMER WALL F100R BASEMENT WALL BASEMENT STAB CRAtM.SPACE WALL TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-160 AT JOINTS -- U-(ACTOR U-FpCTOR'R-NACU ft-VALUE R-VALUE R-VALUE R-VALUE R-VALUE STUD TO STUD.(FACE NAILW) '2-,6D 2-16D 24 O.C. - 299 VIHITE'S PATH HEADER TO HEADER(FACE-NAILED) 160 16D .16'0 C. ALONG EDGES - oas o.60 38 20 30- la/13 10(2 FT.DEEP) ID/13 - FLOOR NOTES souTH.YartMouTH;. MASSACHUSETTS, 02884' JOIST TO SILL.,TOP PLATE OR GIRDER(TOE-NAILED). 4-8D� 4-10D- � PER.JOIST � - � - � - 1.R-VALUES ARE MINIMUMS a U-FACTORS ME M"MUMS tel 508 .382-8683 . .BLOCKING TO JOIST i(TOE-NAILFJ�1' 2-80. ` 2-10D. EACH END ) BLOCKING TO SILL OR TOP PLAIL((TOE-NAILED) 3-i6D 4-160' EACH BLOCK 2 10,3 MEANS R-10-CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR' LEDGER STRIP TO BEAM OR GIRDFJT(FACE-NAILED): 3-16D 4-160. EACH JOIST of THE HouE DR R-13 CAVITY INsuunoN AT THE INTERIOR of THE BASEMENT WAIL _ (508)*7BO-2EOO . JOIST ON LEDGER TO BEAM(TOE-NAILED) ..3-80 3-,OD PER JOIST 3..REFER 70 IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY.REQUIREMENTS fax(508) 760-5800 BAND JOIST TO JOIST END-NAILED 3-16D. 4-16D - - PER JOIST - 4 STING EXTERIOR W BE INSULATED PER tOt 4 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-160 -3-16D' PER FOOT ' .EXISTING AILS TO INSULA :.3 _ - ... - wwwmTARaITEeTs.eoM - . WOOD STRUCTURAL PANELS' - RAFTERS OR TRUSSES SPACED UP TO 16"O.C. BD tOD 6'EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8D 10D 4"EDGE/.e FIELD - GABLE END RAKE OR RAKE TRUSS W/O'GABLE OVERHANG ..Bp 10D:' "6'EDGE/6 FIELD' - - GABLE E14DWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS 10D 6"EDGE/6 FIELD, GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 813 .10D 4"EDGE/4''FIELD. - - '- CEILING.:SHEATHING . OVER ' O CONCRETE OR MASONRY BLOCK FOUNDATION. , GYPSUM WALLBOARD, 5D COOLERS - 7"EDGE/10"FIELD " .. - Outside Elevation . 1vEw xEsiDErrCE FOR WALLi"'.SHEATHING . a II Extent of header(two braced wall segments) ' Side Elevation .... WOOD STRUCTURAL PANELS .. - .. ' M1n.1000Ib ent of h PAUL&.7AN STUDS SPACED UP TO 24 0-C. 8D' ' ,OO 6'EDGE/12'FIELD - - �eader(one braced wall segment). tension strap; /^� ,� T A ['�['� . -1/2"AND 25/32"FIBERBOARD PANELS. 8D7 - 3'EDGE/6'FIELD .Strap Shall be: ■ Ll F+AS\.O Pony. centered at ��J/ll 11LLt 111 11/J►J 1/2"GYPSUM WALLBOARD .. ..• 50 COOLERS' - 7"EDGE 110 -FIELD .. .. : wall bottom of. hei_ght ° header. WOOD STRUCTURAL PANELS 1°OR:LESS - BD IOD 6'EDGE L 12"FIELD- ... X - ea er > 16 B ORE . e Min. 11114"neth d Sheathing AT ' GREATER THAN Y;` � � - -IOD. 160 6"EDGE s'FEE] � - - filler if needed; � .�1. AY SH �RD . 12' Header shall be Top plate.. 16d sinker CORROSION.RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE'PERMITTED,.CHECK IBC FOR ADDITIONAL_ REQUIREMENTS : Max. O fastened to the continuity IS HYANNIS.MA _ tY nails in 2 rows. NAILS-UNLESS OTHERWISE'STATED,SIZES GIVEN FOR•NAILS ARE.COMMON WIRE SIZES...BOX AND PNEUMATIC NAILS OF EQUIVALENT - total - king Stud With - required per @ 3"O.C.DIAMETER AND EQUAL.OR GREATER.LENGTH-TO THE-SPECIFIED COMMON'NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. 16D Sm - .. _ _ - _ Wall 6 sinker nails . R602.3.2 .'TABLE TAKEN FROM:.AMERICAN FOREST&PAPER ASSOCIATION AMERICAN WOOD COUNCIL 110, - - T M. Of -GUIDE TO WOOD CONSTRUCTION IN HIGH'WIND AREAS, 110-MPH EXPOSURE B.WIND ZONE, ".f tj2' \ 1,�' height ° C� _ WOOd StR1CtUral. TABLE 2, GENERAL NAILING SCHEDULE i -® N MlnlrnUm 1000 lb header-t0= jack-stud strap shall be centered panel must be - Q a/a'x6 K,2' in. 1 P continuous from 10' at bottom of header and installed �PONE SS No ra BE DEED. _ I - MTIHP�N ONPNAL Wflh�C15 b Of Wall to PURPOSES UNLESS STAMPED k SIG11E0 z r on backside as shown n _;N..-TORE h�NAW® side elevation ... Max bottom if waall, G" 3/4•.BASE height �. or from op f FOR OFFOUNDATI - . wall topermitted. `Ir p R_1/4 LEVELING y' \ 2'to,18:(finish ed'width) r ALL of m�EAS..EAR`n.GDAE.s o su+s AA. $plice�a ea: PIANs wDICATry 1HENEDH.oR REPPESIXTED - . SHOP-WELD.3/16"FILLET ® - - - THEREDY.'-OWNEO BY AND RENAw IRE'PROP RTY'. ALL AROUND T,P. Br'aced wall line with 11 E.ARCMITECTE.LNG ND PART 1HEItEOF SHALL . • - BE UlU21D SY ANY PEREDN,FIRM:B CMR AVON Full-length.. FOR ANY PURPOSE.E C RTN SPECIFIC WRR'IEN : Min.number of 9 continuous sheathing,'n_ ... . .1 con o s hea hl ,. 9 t.. IssaN of TH FRY a8cw c wG PERM E FAT >E studs shown> - king studs d No.of Jack Studs .PROJECT# 420813. . kI uds- Full=length per R502.5(1&2) 3/8"'min. • ASTM A307 ALL THREAD ROD kin .Stud . k P thic Hess wood DATE ISSUED' + - 3/4"X2'-O'W/DOUBLE NUT&WASHER - - - - _structural panel REVISIONS: L sheathing' TABLE 9. WALL OPENINGS'-HEADERS IN LOADBEARING WALLS&NON LOADBEARING WALLS. ry 2 Anchor bolts per R403.1:6 required Foundation per code Not to scale .:.REQUIREMENTS'.AT EACH.i ENO.OR yFAOER MINI MUMHEADER -- - - - - HEADER SPAN(FL) SIZE NUMBER OF UPLIFT(LB.)LATERAL.(LB.) - FULL-HEIGHT STUDS ., _ t1 common nails I -I a a +s . :. HEA.f)ERS IN LOAQBEARING WAILS ... ..; :. - Fasten sheathing to header 8d mm n 3 n.grid pattern s shown and 3 in o c In all fr min9 ' (studs and SIIIS)typ. • PERMIT SET . •2 2-2x4 , 277 132 - TYP. BASE. PLATE DETAILS PROGRESS SET. . 3 2-2X4 2 416 198 2 Q _ Q'For a panel splice(if needed),panel edges shall occur over and be nailed to common blocking'and occur PRICING SET scnEi-;n �, D g g q p g PRocREss.sET 4 2-2X4 2 554 zsa within the middle in.of wall height One row of 3 in.o.c.nailing is required at each panel edge. 5 2-2X4 3 693 330 s z-zxs 3 631 39s O Min.length based on 6:1 height-to-width ratio.For example:16 in.min,for 8 ft.height. 2-2X6 3 97o 462 FRAMING NOTES.` a. 2-2X72 3� "1,108 528 ,1. ALL FRAMING LUMBER SHALL BE HEM-FIR'GRADE NO:2 OR S.P.F.(SPRUCE-PINE-FIR)GRADE NO.1 AND 2 9. 3-2XIO 3' 1,247 594 .OR APPROVED EQUAL(UNLESS OTHERWISE'SPECIFIED)AND SHALL MEET:THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION,THE MINIMUM ALLOWABLE BENDING STRESS(Fb)SHALL - 10 3-2X72 4, 1,385 660 BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION-STRESS(Fc)SHALL BE 400 P.S.I.THE MINIMUM TABLE S. WALL'CONNECTIONS FOR ENDWALL ASSEMBLIES 11 4-2XIO 4 1 524 726 ALLOWABLE:MODULUS OF ELASTICITY(E)SHAL BE 1.400.000 P.S.I. - - 2. ALL.LVL'S TO BE BOISE CASCADE OR I-LEVEL WEYERHAUSER VERSA-LAM 31OOFB OR APPROVED EQUAL .WALL�..HEIGHT(FT:) ,HEADER$�IN NON LOADBEARING WALLS AND N1N170W SILO F!FATEST _'< THE MINIMUM ALLOWABLE BENDING STRESS(Fb)-SHALL BE 3100 P.S.I.ALL LVL POSTS TO.BE VERSALAM UPLIFT 8 .. 10 12 14 16 18 20 - • 2 1-2X4(FLAT) 1 60 132 1.7 2650 FB;1.8E PARALLAM PSL OR APPROVED EOUALNSTALL LVCS.IN ACCORDANCE WITH THE C' (LB.) PLATE TO.STUD. 'NO.CF.:'7fiD COMMON NAILS .(ENONAILEO):y REGISTRATION TUD SPACIN 3 1-2X4(FLAT) 2� 90 .198 MANUFACTURER'S INSTRUCTIONS - 12"O C 127 2 2 2 2 2 2 2 4 1-2X4(FLAT) 2 120 264 3:. USE 3/4-TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING,5/8'EXTERIOR. ` - $ 7-2X4 FLAT 3 120 264• STRUCTURAL GRADE FIR(C.D.X.)PLYWOOD ROOF'SHEATHING,AND 1/2'EXTERIOR STRUCTURAL GRADE 16"O.0 169. 2 2 .2.. 2 2 : (FLAT) FIR(C.D.X.)AT WALLS ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS: 24"O.0 253 2' 2. 2 3 3 3... 4 SCALE 1/4--1'-0- 6 - 1-2X6(FLAT) 3 180 396 4. PROVIDE.SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH - - " . .. .7 1-2X6(FLIT) 3 210 462 PARTITION. °. '. ... - *T TAKEN M-AMERICAN WOOD COUNCIL.R1 ASSOCIATION0. 'e 1 2 ABLE FRO •_ 8 1-2X6(FLAT) - 3 240 528 5. USE FULLY NAILED,METAL CONNECTORS.(TECO,SIMPSON,.OR EQUAL),JOIST;OR BEAM HANGERS WHEN 6. TO P SPLICE GUIDE TO WOOD CONSTRUCTION.IN HIGH WIND AREAS TABLE P LATE S LCE B 110 MP EX POSURE 8 WIND ZONE ALL OR BEAMS FRAME INTO OTHER JOI BASES FOR H STS.OR BEAMS.PROVIDE A AND BA ., 'UNLESS OTHERWISE NOTED.' P E METAL POST CAPS , 9 ': 2-2X6(FLAT)' 3 270 594.. _ALL POSTS.. - `. _ _ "BUILDING'(71MENSIQN QF WALL'CONTAINING TOP<:RILATE,SPUCE+(FT.)':: LE 8. WALL FOR ENDWALL ASSEMBLIES:: TAB. .. � : ._ ... . ... 10 2-2X6(FLAT) 4 300 660 6. FOR LVL BEAMS OR HEADERS PROVIDE'SOLID'4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND SPLICE LENGTH 12 16 20 24. 28 32 36 40 50 60 70 80 SHEET.NO. 11 2-2X6(FLAT) 4. 330- 726 SOLID 4X6 OR 6X6 LVL MINIMUM POSTS.FOR TRIPLE BEAMS OR HEADERS,OR AS OTHERWISE (�) - - - . ON THE PLAN. 12 2-2x6'(FLAT) 5 - 3BO 7921 - A `h/■ . 1 : _ .: 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED To SUPPORTING WOOD FRAMING MEMBERS USING : i +� v NUMB ER�_OF'.160 COMMON NAILS.PE40 1 50S10 17 SPLICE 2 4 6 8 8 IN NP NP NP NP NP NP NP FOR NON-LOADING BEARING WALLS AND WINDOWSILL PLATES.. 4 4 6 7 8 10 ,2 14 16. NP NP NP NP .. AMERICAN PLYWOOD ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH;INC: - 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6(FLAT)- PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUALfi 46. 7 8 10 12 14 16 20 24 NP NP - TOTAL NUMBER OF SHEETS' +TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION - e. 4 6 7 8r 10. 12 14 16 20. 24 28 32 IN SET: AMERICAN WOOD COUNCIL- 110 � 8. BUILT-UP BEAMS- PLY AILS A-1 USING CONVENTIONAL FRAMING LUMBER SHALL 8E FULLY SPIKED � : - GUIDE TO WOOD CONSTRUCTION IN HIGH-WMD AREAS, TOGETHER WITHTER 2-10D NAILS AT-12!ALE LVL BEAMS: 4 PLY MAXIMUM)TO 8E BOUTBOLTED WITH 1/2' 110 MPH EXPOSURE B WIND ZONE, ( NP=NOT PERMUTED ' INCH DIAMETER THRU-BOLTS OR EQUIVALENT SCREWS STAGGERED.TOP'AND BOTTOM AT 16.' - TABLE 9:WALL OPENINGS-HEADERS IN LOADBEARING'WALLS& t O.C.OR AS OTHERWISE REQUIRED.BY'THE MANUFACTURER. TABLE.TAKEN AMERICAN WOOD COUNCIL.11 ASSOCIATION FROM NON-LOADINGBEARING WALLS - THIS SHEET INVALID 9. ALL MANUFACTURERED FLOOR 1-JOISTS TO BE DESIGNED BY.THE SUPPUER ANUFACTURER.SUBMIT GUIDE TO WOOD CONSTRUCTION HIGH WIND AREAS. UNLESS'AC COMP ANIED BY 110 MPH EXPOSURE B WINO 20NE, A COMPLETE SET OF SHOP DRAWINGS AND CALWLATIONS TO THE ENGINEER PRIOR'TO FABRICATION.. _ .TABLE 6: TOP PLATE SPLICE - WORKING DRAWINGS f GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING SPECIFICATIONS 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD ffR( LATEST EDITION),.UNLESS OTHERWISE NOTED. CONSTRUCTION",AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT INCLUDING THE FOLLOWING GOVERNING STANDARDS: SHALL BE 19%. A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER AGENCIES 2.CONCRETE MATERIALS SHALL BE:.TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL HAVING JURISDICTION. BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE ACCORDANCE WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-4,000 PSI. PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA B.AISC"SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST EDITION. C3. ARCHITECTS r INC 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE O THE MAXIMUM 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE AaCETEc -INTmu0xD691@R�R9•flUDD8R9 C.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND DECK TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. SLABS.ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). 290 WHITE'S PATH D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS Dl.1) 4,ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE - 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED SOUTH YARMOUTH, E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. - HOT DIPPED GALVANIZED OR STAINLESS STEEL. MASSACHUSETTS,02664 S.NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO OR - 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE tel (506)362-8863 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND ADJACENT GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. (506)760-2600 PROPERTY AS PROJECT CONDITIONS REQUIRE. FLOODING. fax 508 760-5600 ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 265E AS MANUFACTURED CASCADE.VERSA STUDS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb= 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN 6.ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,00E P51.THE ED BY BOISE SIVE S E -U _ 2,65E F S AND MINIMUM AXIAL COMPRESSIVE STRENGTH Ft 3 000 PSI;AND MINIMUM MODULUS OF ELASTICITY E-1,700 000 PSI.SIZE OF STUDS PER www.ERTAnanEcrs.mM i MAXIMUM APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES ' STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE SHALL BE ll/Z". PLAN SPECIFICATIONS. STATUTORY CODE REQUIREMENTS. 7,REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT WHERE NOTED. ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE -6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, ALLOWED FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. - S.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY DISCREPANCY 8.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 7•THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIEDUSE.ALL LUMBER SHALL BE BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN AND CURRENT CRSI SPECIFICATIONS;LATEST EDITIONS.- ::GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: NEW RESIDENCE FOR: WRITING BEFORE PROCEEDING WITH ANY WORK. DIMENSIONAL LUMBER FOR NON-EXPOSED MEMBERS' ('DESIGN VALUES ADJUSTED ONLY BY CM) 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS;REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR MINIMUM CONCRETE COVER: PAUL&MN SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND BOTTOM OF FOOTINGS T' -FLOOR JOISTS&BEAMS:#2 SPRUCE PINE FIR: FB=875 PSI,E=1.4E6 PSI REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL FORMED SIDES OF FOOTINGS 2" --STUDS:#2 SPRUCE PINE FIR:FC=1150 PSI,E=1.4E6 PSI OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHTTO THE ENGINEER'S FOUNDATION WALLS ly., -TIMBERS AND POSTS:#2 SPRUCE PINE FIR(5X5&LARGER): FC=500 PSI,E=1.OE6 PSI CAPAS S O IMMEDIATE ATTENTION FOR REVIEW. SLAB ON GRADE 2"BELOW TOP SURFACE S.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED.ALL SPECIFIED WOLMANIZED 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: 10.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN.ALL COLUMN ANCHOR! PSL SHALL BE BY WEYERHAUESER"PARALLAM PLUS PSL BEAMS",SERVICE LEVEL SL-2,E-MOD=1.34x10A6 PSI,Fb=1,827 PSI,Fv=197PS1. A.GRAVITY LOADS: BOLTS SHALL BE SET BY TEMPLATE. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS IN HANDLING AND CONSTRUCTION. -GROUND SNOW:30 PSF,SLOPED ROOF SNOW:21 PSF;DRIFT SNOW SURCHARGE MAX.AT LOW ROOF:30 PSF 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM -BEDROOM LIVE LOAD=30 PSF 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE AT -OTHER ROOMS=40 PSF PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL-`- ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF -EXTERIOR DECK LIVE LOAD=40 PSF CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL LVUS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.REFER TO 116 BAY SHORE RD B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-05): - FRAMING PLANS FOR HIGHER STRENGTH LVL MEMBERS,IF NOTED,WITH ALLOWABLE BENDING STRESS(Fb)OF 3,100 PSI,AND MODULUS -WIND SPEED=110 MPH; 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER .OF ELASTICITY(E)OF 2,000,000 PSI(VERSA-LAM BY BOISE CASCADE). -EXPOSURE"C" NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. HYANNIS,MA -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND OF THE NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECTTHE STRUCTURAL ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. - DESIGN. 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC 14.ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116.SITE MIXING IS NOT CORPORATION OR APPROVED EQUAL. 9.THE FOUNDATION HAS BEEN DESIGNED FOR A FLOOD ZONE"AT'ELEVATION 10 UNDER THE CURRENT FEMA MAPS,DATED JULY 2, ALLOWED. 12.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 1/4" TM�PIANSA�HmroBEUSED 1992.(NGVD 1929 DATUM),AS SHOWN ON THE SITE PLAN BY BSC GROUP,YARMOUTH,MA,REV.2,DATED 02-24-2014. PoBPERMOHNG ORtONARUCTION 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL 15 TO BE PROVIDED.REINFORCING CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. IESSSTWKDBSIGNED W IIH AN ORIGINAL MOIITEM SUPPORTS SHALL BE OF PROPER HEIGHT,LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK,WOOD, STAMPANDSIGNATUREBMAnxED OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. AS'P ITSWOR•CON9RUR NG . PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE FOUNDATION NOTES ENGINEER. m 2DMEREMORDECTS,RRCTHEDMW IISSAND ALLOFTHE IDEAS,ARRANGEMENTS,DESIGNS,AND _ PIANSINDIGTEDTHEMONORREPRESENTED 1.ALL FOOTINGS SHALL BEAR LEVEL ON COMPACTED CRUSHED STONE ATOP UNDISTURBED OR PROOFROLLED,ACCEPTABLE SOIL OR 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. THEREBY,AME EDeYANDRErnaNTNEFROPEM COMPACTED STRUCTURAL FILL,HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE STRUCTURAL STEEL NOTES GFERTAROITECrS ING NOPARTTHEREOFSHAN BE IM=D BYANY PERSON,RRM,OR CORPOMTION MATERIALS ARE CONSIDERED TO BE PROOF ROLLED EXISTING GRANULAR FILL. 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. FORANYPURPDSE,ExtEPrwDHSPEUFIC WRDTEN 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS: PERMIssI0N0FTNERRMEATM EC$INC 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL.ALL SILT,FILL,TOPSOIL,AND OTHER 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. PROJECT M TMC-S-U-14.09 UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND SLAB-ON-GRADE ASTM A36 ALL ANGLES,CHANNELS,PLATES AND MISC.FRAMING MEMBERS, LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. UNLESS OTHERWISE NOTED,(MINIMUM YIELD STRENGTH FY=36,000 PSI). 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: DATE ISSUED: 04-03-2014 INTERIOR WALLS-(2)2X10 EXTERIOR WALLS-(3)2X10 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 2,000 LB PER ASTM A307 GR."A" ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE. SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AS 18.UNLESS OTHERWISE NOTED,AT THE ENDS OF ALL BEAMS,HEADERS,AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"AT THE INTERIOR WALLS AND 6" ° TURNING MII.L AT THE EXTERIOR WALLS. CONSULTANTS,INC. 4.DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING&FLOOR SHEATHING.FDN WALLS DO NOT ASTM A500 GR."B" ALL HSS TUBE STEEL COLUMNS(MINIMUM YIELD STRENGTH FY=46,000 PSI). DEVELOPERS,ENGINEERS AND CONSTRUCTION MANAGERS WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. - 19.USE 3 "THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING,Y."THICK"EXTERIOR GRADE" PLYWOOD ASTM A572 OR A992 ALL W-SHAPE BEAMS(MINIMUM YIELD STRENGTH FY=50,000 PSI). 4R I+ y 5.ALL FOOTINGS SHALL BE PLACED ON A 6"LAYER OF COMPACTED CRUSHED STONE ATOP PROOFROLLED ACCEPTABLE SOILS OR ROOF SHEATHING,AND Y�""EXTERIOR GRADE"PLYWOOD AT ALL WALLS,UNLESS OTHERWISE SHOWN ON PLANS.ALLJOINTS SHALL BE COMPACTED STRUCTURAL FILL.COMPACTED TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS. ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR - BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. BACKFILL UNDER ANY PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR STAINLESS STEEL. DENSITY. 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH JOIST FOR CONSTRUCTION 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM SHALL BE FULL DEPTH BLOCKED AT THE SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS 6.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS.CONTACT THE E.O.R. COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM SHOWN ON DRAWINGS.BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C.SPACING. PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL CONDITIONS,OR ENGAGE A LICENSED APPLICATION THICKNESS OF THE GROUT SHALL BE 1Y2 INCHES. .21.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME -(VA OF GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. e �- M 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR 7.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED IN SUCH SPECIFICATIONS FOR DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. TYPES. CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR CONTRACTTIME ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD S EXTENSION. 4.ALL WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(A.W.S.).ALL SHOP 22. LARS JENSEN G AND FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS. ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR m a B.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR SHALL PROVIDE - APPROVED EQUAL. _ O "STRUCTIIR ALL SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE PLACED-AS SPECIFIED. S.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 70).ALL WELDS NOT SHOWN No• fjaCO�T 1I ` SHALL BE AWS MINIMUM.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED U CO 0 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT OR FLOOD LOADING CONDITIONS. AT EACH END AND/OR TO THE EXTERIOR WALLS. -011 1p - 6.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED. 0,�- G/STETS �Q- 10.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS MATERIAL AND 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2XVS WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST CONCRETE SHALL- CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY, BE.PRESSURE-TREATED. 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 81NCHES FOR VIBRATORY PLATE COMPACTORS.STRUCTURAL FILL TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF n 25..BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS SHALL BE PLACED WITHIN THE FOOTING-BEARING(1H:1V)ZONE AND BELOW ALL SLABS. CONNECTIONS,STEEL FRAMES,SHEAR WALLS AND FLOORS. OF 10d ANNULAR RING NAILS AND LVUS WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE NOTED - C 1/�l SIEVE SIZE STRUCTURAL FILL'(PERCENT PASSING BY WEIGHT) 8.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE 'ON THE DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. 8" 100 LATERAL LOAD RESISTING ELEMENTS IN THE BUILDING.THE STABILITY OF THE FRAME DURING ERECTION IS THE 0 1 2 4 8 3" 70-100 CONTRACTOR'S RESPONSIBILITY. 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND 3/4" 45-95 - FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. UNLESS OTHERWISE NOTED. NO.4 30-90 9.ALL STEEL SHALL RECEIVE TWO COATINGS OF SHOP APPLIED PRIMER PAINT.TOUCH UP ALL WELDS,SCRATCHES OR NO.10 - SCRAPES N PAINT AFTER T COATING ERECTION. GENERAL FOR ALL WEATHER F STEEL OR SHALL SELECT HOT DIP GALV.OR APPROPRIATE CORROSION 27.ALL ROOF RAFTERS SHALL BE FASTENED WITH MANUFACTURER'S NAILS. TO TOP WALL PLATES WITH SIMPSON H-1,H-10,(OR DRAWING DESIGNATED)TIES,FULLY SHEET NO, N40 10- PROTECTIVE I 0-12 -NOTES:NO.20THREE INCH MAXIMUM ARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. 10.TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED,NO EXCEPTIONS. 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.FASTENERS SHALL BE S- 00 Rd COMMON SIZE,ANNULAR RING NAILS WITH A MINIMUM 1-%"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER, 11.CRUSHED STONE SHALL BE 7'a"ANGULAR,WASHED STONE(NO FINES)OF LIMESTONE OR GRANITE QUARRY,COMPACTED TO ACHIEVE BEAM ETC.).PANEL PERIMETER FASTENING SHALL BE 4"OR 5"ON CENTER STAGGERED(REFER TO SHEAR WALL TYPE.OR.ROOF OR FLOOR TOTAL NUMBER OF SHEETS AN EQUIVALENT OF 95%MODIFIED PROCTOR DENSITY COMPACTION, DIAPHRAGM NAILING NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON CENTER(OR AS OTHERWISE IN SET: SHOWN ON DRAWINGS).JOINTS IN ALL SHEATHING SHALL BE STAGGERED,EACH DIRECTION. `N 7 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE THIS SHEET INVALID IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. UNLESS ACCOMPANIED BY A COMPLETE SET OF 30.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR WORKING DRAWINGS - OTHERWISE MODIFIED WITHOUTTHE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. l ' f ]ERr -0 ARCHITECTS,INC : ATIGlQIBC'19•pTTFB[OR DB410ND19=BUQ.D®1.9 (6)wP' -'0 299 WHITE'S PATH � v SOUTH YARMOUTH, 6" B B• B 6" 0'-0• '-0 MASSACHUSETTS,02664 / / tel (508)362-8883 (508)760-2800 -- �14'SONOT ----` fax(508)T6O-5800 .O.CONC.SONOTUBES T ELEV '8' UBE, - www.ERTARCHREC13.00M AND 24'DIA.BIG FOOT FFG..(6)rrv. - . T.O.CONC.WALL = ELEV.=1T-3- • T.O.CONC.WALL \ T.O.CFG. \ - REV.12'-3" 3 ldm. 14im. / /_ ELEV.6'-0"-- / - N J\El°v s BELEVC62a3WAlL § NEW RESIDENCE NP p3 11 5 �T I r----------- HP-p3 r— — T.O.LONG WALL PAVL&JAN ------ ------- -- ---------- -------J T.O.SlAO IOW POINT I ELEV-]2'-3° IN CRAWLSPA<E CAPJASSO I ,:. I I I ELEv.�'a• I I/--EiE T.O. I I e•/FT PITCH = I 3'ID• w I I T.O. 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PROPOSED NEW GRACE ELEVATION AROUND THE BUILDING G9.0FT. _ SC :1 -1.0R TYP. FLOOD VENT,E.G.SMART VENT,SERVICING 200SQFT OF CRAWLSPACE AREA,INSTALL BOTTOM 2. SET ALL ANCHOR BOLTS BY TEMPLATE,TYP. , SLOE MAx lraeovE T.o.GRADE 0 1 2 4 B CR T.O.DUST SLAB,TYP.(UNLESS NOTED OTHERWISE ON FDN PLAN) FOLLOW ALL MANUFACTURERS INSTALLATION REQUIREMENTS,SEE TYPICAL CONCRETE DETAILS FOR ADDITIONAL REBAR REQUIRED AROUND OPENINGS. UNLESS OTHERWISE NOTED- SIMPSON'HDTB'HOLD DOWN,CON NE_ VW%•UW.ASTM A30T,GR•A'(H.D.G.)ANCHOR BOLT WITH W/ HO- HIX.HEAD AND 18"EMBEDMENT DEPFHINFO CONCRETE F°UNDATIONWALL.TYP. SHEET NO. PROVIDE 4°EDGE DISTANCE FROM ALL CONCRETE FDN WALL FDGFS TOP HWD GOWN ANCHOR BOLTS,FYP. SHEAR WALL SEG MENT EDGEMFMBFRSHALREA(3-lx6POST,SEE TYPICAL CETAILS TOR CONNERION OF C /�/ sl PLIES.FULLY Do" HOLDDOWNTHRUA MINIMUM OF(3F2x6 PLIES(COUNTERSINK HEAD,IFNEEDEDIN J—L 00 YCC ADDITIONAL-W/(3}X-CIA AST.A30T,OR.-THRU BOLTS,—PER MANUFACTURER'S REQUIREMENTS.REFER TO THE FIRST FLOOR FMMLNG PLAN FOR LENGTHS OF SHEAR WALL SEGMENTS, SEE-P.HOLD DOWN CONNECTION DETAIL'ON 5-300 FOR FURTHER INFORMATION. HP-P3 ADDITIONAL P3 HAIRPIN REINFORCING,SEE—HOLD DOWN CONNECTION OFTAIV ON S-300 FOR FURTHER INFORMATION. b _ TOTAL NUMBER OF SHEETS ".d 1 1 0 N 10 xX-THK STL BASE PLATE.PflOVIDE(4I I a•OIa.ANCHOR BOLT HOLES W/3"EWE DISTANCE - .IN SET: F OM CONCRETE ECGES( GSIDEOF STL PLATE'AND2.ONSHORT F DANFSTLVLPTE CONNECTTOFON - , 7 WALL VIA%CIA AST V) R."A•(HOG,ANCHORS°LTS W/HE%.LA ANDPROVDEBM N.PgOVIGE 2" H D G WASHERS AND NUTS SNUG TIGHTEN ALL ANCHOR BOLTS SET ALL AN BOLTS BY TEMPLATE,TYP THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS i - r - R CAW. 7'-8' 7•-0. 7- 1•-6' (6)m Q RAILINGBYOTHE0.5,SEE ARCHITECTS,INC -JOD FRAMING PLAN NOTES#3 P.T.Iz}Ldl ARLI➢]lY.l9•IIl1EMBIORIEB9@T®Ly•HTIIIDHRR \ 299 WHITE'S PATH § P. M3 O P.T.(3 T.(31 _ SOUTH YARMOUTH, MASSACHUSETTS,02664 C?f tel (508)362-8883 aEOV.13'-0" 1B' 3•.D° 3•-0•• - (508)760-2800 AN yT8® 10'O" . P f) CANT fax(508)760-5800 W Ww.EUMICHITIECMDOM I 1 I I DECKS G, -- - - - - P.T.(2}2v6 ' �3.-0.T 5-300 �3.-0•. C SEE CH, ltlm. P. - 3Z ,T.T =IEFF ® PLit NEW RESIDENCE P.T. l0 L WER,EE IE END OTF#, _ F%CE iION:RAG ER LA SCP T 0'O.. FOR: 01 I a I sa I D PAUL&JAN S I n I I CAPASSO I a g I a AT k STAIR B i 116 BAY SHORE RD - Qp I A • A' OTHERS Y ® HYANNIS,MA _... .............. .... - .__... IS B Y vim. ELREETSUB FLooa ELEV.=13'fi' B- u I I THESE PIN6ME NOFTO BE USED 1 0I I /l FORPEBM ONGOROMNED&SIGON 1 I I I B L PUW-ANOR-Wll ARCMFECF'S ED -wo I I 2tlR. A LLCO 1B vEj GARAGE STAB, I STAMPIS—OR ATURE®CEIONS _ I S AS'PFAMRSEE'OR'CONSIRUCTION SEi'. S mm.b ©M14 ERTARDIFIECR,ING THE ORAWINGSAND A F—),IDEAS,ARRANGEMENTS,PRESENT AND S PLANS INOIGTFDTHEREON OR PEPRESENTED THEREBY,ARE OWNED STAND REMNN THE PILOPFRIY I � 5 OF ERTARCHITECI$ING NO PARTTNEREOF SHALL ^�. I I I BE VTIL�DBYANTPERSON,TTIEW OD.POMTION FOFLAMY PURPOSE,HE FLtT ERT RCP1 CTS PEN HNC PE0.MLSLON OFTHE FlRM ERTARCHFT£CSS,HNC - PROJECT#:TMC-S-LJ-14.09 DATE ISSUED: 04-03-2014 (z1-1%G P.T. (2)--P.T. D EKIN T.D. ECK g 5 n TURNING NIII L s ® EABc. ELEV.13•-0•' I CONSULTANTS,INC. DaN_ P.T.(zEza P.T.(z1-zre P.T.lz}zrs DEVELDPM,ENGUURS AND ® ® ® T T T T T ® ® CONST'RUCDON MANAGEMS BBIUFPEli RCAO.UNRJ • � 3-0' 3 S' _ � TFl(�+iBPNnpmDlaeAble#mn e e S]00 (l)rvP. e e e _ FOR CONSTRUCTION telm. s-aoD FIRST FLOOR FRAMING PLAN OF MqS ^(z LARS JENSEN U) - LEGEND: NEW FLOOR FRAMING NOTES: z STRUCTURAL 1. SHEATH NEWFLOORW/K'THK.APA RATED,TBG,11—OODSHEATHING,NAIL W/8d ®®COLUMN BELOW O WALL BELOW ANNULAR RING NAILS @6.O.C.AT ALL PANEL EWES AND IN FIELD,TYP.,PROVIDE 8d No. 50602 �.®COLUMNABOVE OWALL ABOVE H ANNULAR RING NAILS@4"O.C.ALONGFLOOROIAPHRAGMEWE,PROVIDECON6RUCTION Q ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. ----FULL DEPTH SOLID BLOC%ING@8--.-o,C.(MAX.SPACING)W/P.T.SAWN LUMBER 2. FOLLOW'DCAG-Prescriptive-id-G.)Peck C—t-110.G.—FOR DECK RAILING A� �FGISTEREO (��¢ y CONSTRUCTION AND RAILING POST ATTACHMENT,TYP. In BEAM POCKET n SIMPSON'LUIIISS'@16"D.C.,NAIL W/141-1Od@FACE,AND(3)-10d AT1OIR T y7 rn SIMPSON'H2.SSS'@16'O.G,ALTERNATE SIDES ALONG SUPPORTINGBEAM, 1ST STORY SHEAR WALL NOTES: SC .I $ r(yl CONNECT P.T.z.LEDGERVW%'DIA.%6'LONEHOTOIPGALVANDED(HD.G.)IAGSCRE , — ® SHEAR WALL—'A':SHEATHWALLWROCi-HK.APAaATM PLYIVOOD SHEATHING,NAIL W/ STAGGERED@ E. O.C.TORIMIOIST.PROVIDE K"GAPBRVNLEDGERANDSHEATHINGVU, Bd ANNULI.COMMON 0.INGNAILS@4'O.G ATALL PANEL E.ES.AND W O.C.IN FIELD,PROVIDE D 2 4 B H.D.G.WASHERS,TYP. BLOCKING AT ALL PANEL E W ES.OR USE FULL HEIGHT SHEATHING PANELS ({� !NSTALIHANGENSUPSIOEAOWN:SIMPSON'LUS36SS@16'O.G, — ® _ SHEAR WALL TYPE'B':SHEATH WALL WITH K•THICAPAPATMILYWOODSHFATHING,NAILW/ed UNLESS OTHERWISE NOTED. NLW(4)-lOd@FACE,AND(31']Od ATIOIST ANNULAR COMMON 0.ING NAl15@3'O.G AT All PANELEWES,AND6'O.C.IN FIELD,PROVIDE n SK'16K'VE0.5A-TAM l.T(3650)MST)ABOVE) BLOCKING AT ALL PANELEW ESOR USE FULL NEIGW SHEATHING PANELS. SHEET NO. OOO fin"' HS53Kx3K r K STEEL COLUMN FOUNDATION FROM ABOVE NO_ SIMPSOA AND''EMBEDWN,CONNECT VU ONIIA,ASTM A3ATON WALL..G.)ANCHOR BOLT WITH W/ (R—�O r ) NIX.HEAD AND 18'EMBEDME W DEPTH 1 WO CONC0.ETE GAT ON WALL. J PROW OE 4'EDGE D6TANCE FROM ALL CONOLEFE FON WALL EW ES FOR HOLD DOWN ANCHOR BOLTS,TYP. PSIMPSON-HUC28-V CONCEALED FACE MOUNT HANGER,STAINLESS STEEL.NAIL W/(IoWd SHEAR WALL SEGMENT EWE MEMBER SHALL BE A(3)-2 GPOST,SEE PICAL DE AI FOR CONNERIONOF T FACE AND(4)-10d AT HOIST. PLIES.FULLY BOLT HOLDDOWN THRU A MINIMUM OF(3Y.G PLIES(COUNTERSINK HEAD.IF NEEDED IN ADDITIONAL PLY)W/(3}K'DIA.ASTM A307,ER.-THRU BOLTS,IYP.PER MANUFACTURER'S - - REQUIREMENTS. TOTAL NUMBER OF SHEETS IN SET: 2 7 4 I INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ]ERr ARCHITECTS,INC AFE®'IEC]9•IIlIP m DESETHERS.ITJDDm 299 WHITE'S PATH ' SOUTH YARMOUTH, MASSACHUSETTS,02664 tel (508)362-8883 (508)760-2800 �SEEISTFLOOR FRAMING fax(506)760-5600 . SEE 1ST FLOOR FRAMING PLAN WWW.ERTARCHRECTS.COM s-Alt 5-A11 . r — --,I}1�•.7yI—L ISPAN{DNT. — — -rn-IKE — — — NEW RESIDENCE FOR: ZxTY.'LVL_T N-1Wxlh•LV r,x,v.LVL I PAUL&JAN - - CAPASSO S6 I I I -, AT I I I I 116 BAY SHORE RD A I A wtwrr T..2zD UG FIL O I _ ' Ill-ly,• 11%"LVL(HIGH) I y HYANNIS MA EL I � pB 5 ;]2 x 11 SEE OTE IX6 .-. S-A11 Iu I^ 6 R=I3. ,O. LELE.='2 •) I b s B I STA S Y I I® 1H6E PUV6APE NITTTOBEUSED 0 FO i n $� R INGDRCONS N i I B ti PURPOSESOSESU N &SIGN RRINALAROIRECTS ED AN. I 16 I STAMI'mosI6NATURE&MARKED ON 3-3 'x31:('•LVL l W I AS'PERMITSET'OR'DONSTRUCTDNSEI-. AND B 1 I I OAOF'HE IDEAS,ARN MENIS,DESIGNS, LL ME ,AND • I O I T.O.INOSUBFL—' THEREBY,ARE OWN UBYANONREMNNTNE ORREPRESERITTIO IY @ STORAGE AREA OF ERTAROIITECIS,INC NO PARTTHEREOF SHALL I i I E =I3'ay' I BE LTTTEiFD BY ANY PERSON,ARM,OR OCRROPATON MR PNY PURPOSE.EICEPT WR I SPECP1C WRDTEN PERMLSSION OF THE ARM ERT ARGHRECTS,INC I PROJECT M TMC-S-LJ-14.09 I21]r.°x y"L L I)-1y,xly'LVL )-1y,•x,y,•LVL I z-lyx11y"LVL Low I - DATE ISSUED: 04-03-2014 _ I —__Q____Ix}_1___•—"vl_a"L__V L...-. ..... ._—'L.V_L____ I®] 3 %6 ®] I,x�l A ] 2% ® ®. 13)-lF;"xll/•LVL JI - . m TURNING OD,MILL BI LL CONSULTANTS,INC. DB�DP�9.@OIIAND (3 2K6 (3) CONSTRUCION MANAGERS RI-1� POBOIItHIB � 111(�-)eeBdee9-FAX(608)BBBa2b B-A t S _ 5-301 5-A11 . FOR CONSTRU T O 10 OF MgSS SECOND FLOOR FRAMING PLAN y LE:I,p•-,,-0• ° CARS JENSEN SCA G 4 o STRUCTURAL a LEGEND: NEW FLOOR FRAMING NOTES: No.50602 a a 1. SHEATH FLOORW/%-THK.APARATED,T&G,PLYWOOD SHEATHING,NAIL W/Ed ANNULAR \ ®®COLUMN BELOW C�WALL BELOW RING NAILS@6"O.C.AT ALL PANEL EWES AND IN FIELD,TYP.,PROVIDE Ed ANNULAR RING NAILS@A"O.C.ALONG ROOF DIAPHRAGM EDGE AND AT INTERIOR SHEAR WALLS.PROVIDE LAB C-Si J 1 ®�COLUMN ABOVE O WALOVE CONSTRUCT ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE �� O��C� ^/cT y ----FULL DEPTH SOLID BLOCKING @8--0"O.C(MA%.SPACING)W/ENGINEERED LUMBER,E.- 2. CONNECTALL BUILT-UPCOLUMNSATWINDOWHEADITS WITHIN NEW EMERIOR WALL VIA VSI(]AIAL. `" `•1 (� I-JOIST,LSL,ETC. (2)SIMPSON H2.SA CLIPS(OPPOSITE FACES OF COLUMN(AT TOP AND BOTTOM TO ADJACENT IS'PFYA FI v n SIMPSON"HHU-1",NAIL W/Ill)-1.1 NAILS AT FACE ANDNH-lOd NAILS AT JOIST FRAMINGFOR WIND UPLIFT RESISTANCE. / - 3. PROVIDE FULL DEPTH SOLID BLOCKING B1WNlOISTS AT ALL BEARING—SUPPORTS. n SIMPSON'ISSU28',NAIL W/(9)10d NAILS AT FACE NAIlS AT 1015T A SCALE:1/4'=1r-0" FOLLOW'OCA6 Prescriptive Residential Deck Comtrucdon Guide'FOR FMERIOR DECK RAILING CONSTRUCTION AND RAILING POST ATTACHMENT AT BALCONY,TYP. COLUMN CAPSOER TO 6x6 P.T.POSTS BELOW.VIA SIMPSON'CCO/E<CO6GSDS2.5'(NDG.) I WLONG • 0 1 2 4 B S. SECURE ALL CONNECTIONS WHERE TO TOE PARE HEARING ON LVL BEAMS CA2 y DRIVER FROSCREWS'MBE LIEDSIM.TO TOE NAILS W/2•MIN.EW E DISTANCE AT SIDES, n PROVIDE SIMPSON"H2.SA'HURRICANE TIES @]6"O.C.,TYP. DRIVER FROM TOP MEMBER). UNLESS OTHERWISE NOTED. ASS IX-3%.)S r EL COLUMN(BELOW),CONNECTVW H•THK.CAPPIATEAND(AF3/<DIA 6. FULLY PACK OUT EA.SIDE OF W-FLANGEBFAM WEB W/IKK AND THRU BOLTW/ Y,•DA ST ..TEKU BOLTS TO BOTTOM FLANGE OF SUPPORTED W-FLANGE BEAM.CAP PUTF ASTMATOT,GP'A•BOLTS,STAGGEREDATI2'O.C,WP SHEET NO. SHALL MATCH FLANGE WIDTH AND BE 30•LONG.SHOP WELD CAP&BASE FLATS'VIA yu• I�/ FILLET WELD All AROUND TO ASS COLUMN.- 2ND STORY SHEAR WALL NOTES: C O L C CBl SIMPSON'IU53.3T/11.88'FACE MOUNT HANGER,NAIL FACE W/(30}lOd — — SHEAR WALL TYPE'A':SHEATH WALL WITH 3'TH CAPARATEDPLYWOOD SHEATHING,NAILW/ J F@ �' SHEAR COMMON PINGNARS@0'O.C.ATALLPANELEDGES,ANO B'O.0 INFIELD,PROVIDE BLOCKING AT All PANEL EDGES,OR USE FULL HEIGM SHEATHING PANELS.SEE SECTIONS FOR NAIL SPACING AT SHEAR WALL PERIMETERS,AND SPLICE CONNECTIONS. TOTAL NUMBER OF SHEETS IN SET: 7 - THIS SHEET INVALID - - - UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ]ERf ARCHITECTS,INC ATIL>fl]M-10PIffi[O8 DISMEMBER•SUIIDH,B 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS,02664 tel (508)362-8883 (508)760-2800 J z fax(508)760-5800 B z ' e s-Jo, 5-30f S- I S J0, 5-JO1 5_JO, S-301 www.TmARarTEcismM wpp0 .131-1y,'xTY.•LVL 131 3Y."xTY.'LVL lee { \ NEW RESIDENCE ENCE o , L7 { { 131L"I 1'LVL W CAPASSO sl p d CUP u v 3 W \ 6 AT V�` 116 BAY SHORE RD RIJE ECIARD1b� a� o� HYANNIS,MA W 2 THESE PIANSARE NOTro BE USED FOR PERMITTING DR CONSTRUrnON PURPOSES UNIESS STAMPED B SIGNED WDH AN ORIGINALRE[HDECT STAMPAND SIGNATURE&MARKE D L G ' 2 ' AS'PERMRSET-OR=NSTNUCTKINSET-. 9 ' ©MMERTARCHITECR.INCTHEDRAWINGSAND ALL PIANSINDICATEDTHEREO ORREPRESENTED OFTHE IDEAS,ARRANGEMENTS,DESIGNS,AND f 4 { ' { ♦ "� N THEREBY.ARE OWNED BY AND REMAIN THE MPERTY BEOF ERTAROIITECI%INCNDPARTTHEREOFSHALL UI11fIED 8Y ANY PERSON.FlRM.OR CORPOMTION 5. tLb 2 2%6 2 2%B ' 2 0 WERMISMOPOFTHEFEPTWIFAROR FlCIS.INC ' O � b Nj 1 PERMLSSIONO FTHE FlRM FMMCM,fECT;ING PROJECT#: TMC-S-LJ-14.09 s DATE ISSUED: 04-03-2014 S z 2%1B L SEE 2N0 FLOOR FRAMING PLAN FOR S-JO1 D I' LOWER ROOF FRAMING - t6 TURNING MILL J 3 J J edm CONSULTANTS,INC. BNm BELOW DORMEfl BELOW OORMEP S-J01 J DHVMOPPRS.@IGII'7HHFS AND SIDE V/DO SIDE WALL CONSTRUCTION MANAGERS BBTLI—BCAD.-3 FID BOX 1Im.BANDWII:H.MA 02588 - - lfl(�B)BBB.19B9� �RBRiRi9 ROOF FRAMING PLAN SCALE:1/6'=1'-0' •• - FOR CONSTRUCTION LEGEND: ROOFFRAMINGNOTES: ALLROOF FRAMING MEMBERS SHALL BE SECURED W/THE SPECIFIED HURRICANE TIES TO WALLS BELOW,REFER TOSECTIONS O �I� �q�, ®®COLUMN BELOW WALL BELOW - 1 BLEGEND KEYS. • OF ®®COLUMN ABOVE• O WALL ABOVE 2, SECURE OVERFRAMED ROOF AREAS W/TIMBERLOK SCREWS OR SIM.TO MAIN ROOF STRUCTURE AGAINST UPLIFT LOADING. S /� FULL DEPTH SOLID BLOCKING @A'0"O.C.(MM.SPACING)W/SAWN LUMBER 3. ALL ROOF SHEATHNG SHALL BE "THK.APA RATED SHEATHING,NAILED W/]Od COMMON,ANNULAR RING NAILS @A-O.C. AT BOTH PANEL EMB ANO N FIELM J'V✓( i„' ROOF AREAS ATDOAMERS WITH APPRO%5:12SLOPE O 4, ROOF DIAPHRAGM EWE NAILING SHALL BE10d ANNULAR RING NALS@3"O.C.,TYP. cLARSJENSEN m C 4� ROOF AREAS WITH STEEPANGLEDGAMBBEL SIDE WALLS - 5 NA I L ALL 2.COIURTES ON EA.ENDW/(5)-10d NAILS,TYP - Q STRUCTURAL a 6. CONNECT ALL GAMB0.ELL FRAMING RARER ENDS AND AT LVL BEAM SUPPORTS W/SIMPSON H2.SA HURRICANE TIES TO ®OVERFMMEDAREA SUPPORTING BEAMS OR TOP PIATES,TYP. - U No. 50602 m C BEAM ECCCESSSMZS COLUMN CAP.E.1(26S0)POST BELOW Q � VIA.SIMPSON A'Pp CONNECT LVL BEAM BELOW TO S Y.-Y,'VERSA-LAM 1.7(2650)POST ABOVE VW SIMPSON 'ECC066SOS2.5-COLUMN CAP. ,y,a 1zDTlAyti"Y n CONNECT LVL BEAM VIA(2)SIMPSON H2.SA CLIPS TO BUILT-UP POST BELOW.INSTALL ON �'. • e '�AIVhiL OPPOSITE MCES,TYP. C41 PROVIDE SIMPSON'MI"FACE MOUNT HANGERNAILW/(8}W,ATFACEAND(4}10d AT _ SCAL :1 ��1•-U� PROM 0 8 n PROVIDE SIMPSON'H2.SA-HURRICANE TIES@16-O.L,TYP. 1 2 4 UNLESS OTHERWISE NOTED. E RW A e SHEET NO. S-203 - - TOTAL NUMBER OF SHEETS IN SET: c 7 t THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS n F AFTERFUtI COW.CURE,FILL VEE-NOTCH - '� 2'-0ERI W/MULTI-COMPONENT URETHANE PROVIDE VEE-NOTCH ALI SIDES.FILLSAME 40 MR DIA LAP (IYPICAI) 5EALANT(AS SPECIFIED) AS EO0.COWROL IOIMS EKTEND 30-OF HORIZ WALL REINF. (TYPICAL) ARCHITECTS INC CONCRETE WALL CONCRETE WALL THRU CONST.IOIW CENTEREDBAR N WACH SIDE OFOLENING f •a+, -, •- - J y-• CENTERED ory WAIL h AHCH[IECl9•DgT13xIORD13S@28t49♦Bl11ID®IS _ 1-PS LONG AT EACH 299 WHITE'S PATH a Q4 •„J 'i p. ♦'d. ♦a 4•A,4w" • 'A CORNER"TM'DFSLAB SOUTH YARMOUTH, .:.. 4 .®: .• `. �• e. ?.:. OF SLAB 40 BAR DIA• ♦ S 2'(1YP) MASSACHUSETTS,02664 2.0 CONT.FORMEDVERTICALKEY ALLL5T0 MATCH AIL HORIDMATCH 12•MAX }'DEEP FORMED--NOTCH,EACH SIDE (TYPICAL) ♦ LH00.1Z.0.EINF: LgEINF. 12-MAX DIA.OR tel (508)362-8883 AND TOP OF WALL. WAY - g DIA.OR SW ARE CONTROL JOINT CONSTRUCTION Jalxr d SQUARE 3°BAR DIA.MI"' 508 760-2800 MSPACING=40 FT 0.C.AND NOT !3, - $ ( ) IMA%IMUMTSPACING•13 RO.C.) IMA% U •ab� fax IWRHIN]O Fi OFANYCOPNEPI k 2'-0'#'-0"CORNER fl1P5 TOMATCN NOTE: ,M(5OS)76O-SHOO HORD.WALL REINF. A,• Alt HOlE55HALL BE FORMED OR COREO.IF d CORED,ALL CORNERS OF SQUARE b, W W W,ERTARCNOECTS.COM TYP. CONCRETE WALL JOINT DETAILS WALLS 6AW CUTTING.O ERCUTSARENPENINGSSH U.BE CORED SOTE ORE B -. -.�..:!....... ALLOWED _ SCALE:N.T.S(SCHEMATIC GAI - NOTE: CORNER VERTICAL REBAR NOT SHOWN FOR CLARITY INTERSECTION ' TYP. CONCRETE WALL REINFORCING DETAILS TYP. REINFORCING AT PENETRATIONS SCALE:N.T.S(SCHEMATIC aan - SCALE 3/4'=1'-0' NEW RESIDENCE FOR: PAUL&JA//''N�� r • - - . ODDOWN,ANCHOR BOLTS R lv.` '� A SSO REFER TO PLAN NOTES FOR HOLD DOWN TYPE,FASTENER AND LHi • FORMED 45 DEG BEE CHAMFER@ _ `IL'H L ANCHORREQUIREMENTSTOFRANINGANDFOUNDATION Y,'STEP - f1r�Tl P-RO DEG.ANGLERARS • CRACK CONTROL JOINT,FILL COW.W/ 2'-0'LEG LENGTHS@ 12'O.C.,TYP,LAP W/ I ^ FLEXIBLESTALAW WALL REIN FORCING AT K4 NOR OOW ELS K 1'b'LONG @ 12'O.C., CENTER ON JOINT&APRON SLAB THICKNESS WIRE WELDED MESH FOR SLAB REINFORCI NG,SEE 116 BAY SHORE RD DRIVEWAY ELEV. ' X/'DIA,HOLDDOWN ANCHOR ROLT WITH HEX HEADANDW/ NNIS MA ^ f • J 8"MIN.EMBEDMENT DEPTH INTO CONCRETE FDN WALL HYANNI f 1 0HAIRPINTIIE W/Y-D'LONG LEGS IN ADDITION TOTYP.FUN CLOSE ONE QONHAL WAL .......�\/\\/\ 6'(MIN.)OF�'CRUSHED,COMPACTED - � v ♦ I BRSLAT TOP OF FORW"ALL PLACE ADJACENT TO HOLD DOWN 6 REIN "THK.APRON SLAB,SEE ARCH FOq ANGUlARS v ~ ANCHOR BOLT AT ALL LOCATIONS INDICATED ON THE FDN //�/ �j/ TONE ON PA,CTEARLE PROOF / I ♦ PLAN W/THE TEXT NOTE"HP43".N OTE:THEADDITIONALL3 LENGTH&WIDTH DIMENSIONS \ �\\ STRUCTURAL OR COMPARED / STRUCTURAL FILL \ I HAI SPECIFN TIE IS ALLYIDETIFIED ON THE FOUNDATION DOWN LOCATION,NOT FOR WALL SEE PLAN SPECIFICALLY IDENTIfIEDONTHE FOUNDATION ELAN. THESE MUTTIN RE MOTTO BE USED FOR SESU UES ORCONSTRUCTION WALL RCING(TEFONWALLREFER DETAIL 3OOFORTYPICAL PUR_ANCIFSSSTAMPEDR51GNE0 CLR?MI". WALL REINFORCING(NOT SHOWNIN THIS DETAIL FOR CLARITY) ♦ - WRHANORIGINAIUFUE& AUBKE FDN SECTION @ GARAGE ENTRY �� sERMPANDSIGNATDRE&MARRED Ab'PERMRSFT OR'CONSTRUCTIONSETU'. SCALE:3/4'=I'-0' •. ZOIO ERTAROHf1EC15.INC.THE DRAWNGS AND _ 30, ALL OF THE IDEA;ARRANGEMENTS,DEIGNS,AND FDN WALL I_�-I PLNLS INDICATEDTHERFON OR REPRESENIID �I THEREBY,APE OWNED BYAND REMAN THE RLOPERTY OF ERTARCHITECTS,INC NO PARTTHEREOF SHALL or UTUE ED BY ANY PERSON,FlRM,OR CORPORATION FOR ANY PURPOSE,EXCEPT WITH SPECIFIC WIUTTEN PERMLSSION OF THE FlRM ENTAROIDECTS,INC TYP. HOLD DOWN CONNECTION DETAIL PROJECTM TMC-S-U-14.09 SCALE:N4.4--0. FULL DEPTH SOLID P.T. P.T.FLOOR JOISTS,SEE PLAN DATE ISSUED: 04-03-2014 S COT,BASE PLATE,FTG. BLOCKING,NP. STL COLUMN,SEE PLAN,PROVIDE _ AT JOIST BEARING FULL DEPT—P.T. CORROSION PROTECTIVE COATING FOR ALL - SUPFORTS / T.O SITS FLOOR.ELEV. NOTE: BLOCKING BETWEEN JORSTS COLUMN ELEMENTS,TYP. ! SEE PLAN°B ■ TURNINGMIIJL ANpcoxxfrnoxSNOTIHOWN, Poa CONSULTANTS INC. SIMPSON H2.5(55)STAINLCSSSTEEL SfELPIAN NOTESFOR REFERENCE OVER SUP V'0-4'-3'.%-THK.STL PLATE,TYPTHIS f NUflflICANETIE AT EACH 1015T P.T.DECK JOISTS,SEE PLAN PRO SIDE AND OPPOSITE SIDE OF COLUMN. SHEAR WALL SHEATHING: LL PLATE&ANCHOR BOLTS: DTiV�.OPCR.S,�IODiP�tS AND VIDE(PLATE FOR OF i RRCARFCUTPSLT S4"APA RATED PLYWOOD WALLSHEATHING,SEE PLAN PIT.2x6 CONTINUOUSSILLPLATE,FASTEN W/�"DIA.A307GN'A" CONMUMON MANAGIERS PLATE FOR BOLT CONNECTION OF RECEIVE STl PLATE ANCHOR BOLTS W/HEX HEAD @ 2'b"O.G,TYL.AND 0'b"FROM EACH ®IUPPFA HMO,IINrt 9 DECKING PER ARCH ANIZEO 11 BEAM V W(Z}Ya"DIA NOTES FOR SHEAR WALL TYPES AND NAILING THEN BOILS,NOTE:NEW PSL BEAM REQUIREME W5,PROVIDE CONTINUOUS BLOCKING AT CONTINUOUS I2}ZV P.T. ROF PIER N�G1 I END.,TYP.,PROVIDE 8'MIN.EMBED.DEPTH INTO NEW CONCRETE PO80%1159,BIWRIfNLN,LIA 015N y ALL PANEL EDGES,IYF.NAIL SHEATHING AT 3'O.G, TFl:(�)BBB498f-FAX(®B)BBBiGB BAND BOARD,SEE PLAN FOR MUST BEAR FULLY ONSIEEL BASE PLATEOR t TAGGEREDTO DBL TOP PLATES AND BOROMSILL - FOUNDATION WALL.TYP.PROVIDE 51MP50N'0P5�6'BFA0.ING UPSIDE-DOWN HANGER TOP OF DECK EV.SEE AR[N P.T.SHIMS AS NEEDED SIMPSON Cefib PLATES N.D.G. EACH ANCHOR BOLT,NP. CONNECTIONSPECIFICATION (ND.G.)POST _ _ SIMPSON H2.5A HURRICANE TIE Ke ) 2• 3/16 MSEW/ AT EACH JOIST,ALTERNATE SIDES CONNECT P.T.6X6POSTTO(3)-2. "DIA,M.°.G.) - - B CAM VIA SIMPSON 3/16 3/l6 THRU-BOLTS. I WOLMANI2Ep PSL BEAM,SEE v CCQ4.62-5.S0SD5(HLD.G.),TYP. 1}L-- PLR" FOR CONSTRUCTION T.O.CONC.SONOTURE.ELEV. P.T.6.6 POST L < SEE PLAN T.O.W.ELM:SEE PLAN 0'-10'.0'-10'.R'THK.SiI BASE I R! I ..4Y71. _ 1I ,I� ' FO N.AT.6NWALLICAL CENTERED IN TO-CONCRETE • ��`,OF��� PLATE,CONN ECT VIA I4}5/0" a `e S IA.ASTMA30),GR'A' _QmI II 'I �♦ KS@12"O.0 HORIZ,TYP. HRDG.)ANCHOR BOLTSTO _,.,,,-,,,. ��I I PROVIDE DEL F5 TOP BARS `- SIMPSON CB66(H.D.G.)POST BASE W/ NC.SONOTUBEW/8" '.Y ^& FINISH GRADE / ]� • y lk DIA.IH.D.G.I THRU-BOLTS. _ CO EMBED.DEPTH INTO ' g LABS JENSEN i 1 CONCRETE,TYP. NOTE: / p5 @ 12'O.C.VERTICAL DOWELS,CENTER WER IN FTGM'ALL PROVIDE y'TO 1K:"THK TNISTOP CONNECTION DETAIL a ♦ PN'W/VEET.WALL REINFORCING,TYP.ALTERNATESIDES c GROUT BED BELOW 045E A4 APPLIES,WHERE SECTION G W/HOOKED ENDS,TYP. C STRUCTURAL a PLATE,TYP. "A CALLED OUT AS'SIM.-ON PLAN. \ FTG AND SONOTUBE PROVIDE CONT,ASPHALTIC BOND BREAKER COATING,TYP. O 12"DIA. ♦ ]6'DIA,CONC.SONOTUBE CONSTRUCTIONASSHOWNON f4@ 1.D.C.TRANSVERSE � , � No.50002 SONOTUOE 4 LEFT. § 9gB5, d.�..._ 4SV"CONC.SLAB ONGRAUE(GARAGEONLYI W/SPECIFIED WMPLACED2'FROMTOPSURFACE.VAPORRARRIER Q (LI-VERTICAL RAa //\\j/., /\\//i\j/i�//� (5)46 VERT.BARS W/STD. (3}p4 COW. &INSULATION,SEE ARCH.PLANS ,^• @CENTER OF50NOTUBE \ • HOOKEDENDS . _ 2"CLR PROVIDES'THKUNREINFORCEDCONCRETEUUSTSLAB G� IONGITUDINgL&ARS, IN CRAWL SPACE,SEE PLAN FO0.PITCH OF STABS,TYP. 42` NP' BOTTOM,EQUALLY V` } ♦ / 43 CLOSED TIES @8"O.C.,TYP. aP A SPACED. T.O.SLAB ELEV.=SEE PLAN TJI1a \ O F ' ♦ SEE F.ELEV. E CONC.DUST SLAB,SEE ELAN �•1' SEE FDN PLAN a` A. ^d •a SCALE:1/ — 3 24 BIGFOOT FOOTING ]2'THICK CONC.FOOTING W/ / � — rAN.U!TSTONCOHE°,COMPARED O 1 2 4 B @R b (S)'KS BARS EACH WAY,SPACE " 2"CLR I CCEPTABlE PROOF •e EQUALLY,SEE FON PLAN FOR - TYL. `S�5♦$ RG DIMENSIONS f' 6 ROLLED SOILS OR COMPACTED STRUCTURAL FILL _ rNl UNLESS OTHERWISE NOTED. E SECTION CALLED OUT AS•Teim.•BNPLArLLT sEalon NotSHEET NO. ED FROM DECK FRAMING CONNECTION IS A WHERE SECTION ISFALLEDOUTAS'1N..'ONTHEFOUNDATIONPLAN, /'•_300 ED FROM THISDwNIL REFERTO THE . • < 3' " ALLDETAIL$REMAIN THESAME,EXCELi FOR iHEFRAMING DIRECTIONJOOR FRAMINGP FOR DETAIL OLLO THE PON WALLFNCE. ///\//\////\/ /\ pE ),AND"S .S' F VT' PROVIDE FULL DEPTH BLOCKING @0'-0"O.C.IN FIRST BAY,TYP. \�'=^-�'•'F�''�•�'\�\ 6'(MI".)OF�'CRUSHEO, Z� SECNON NOTE:'AINT': COMPARED ANGULAR STONE L All DETAILS REMAIN THE SAME SEE PLAN FOR CRAWL SPACE DUST SLAB ON ACCEPTABLE PROOF ROLLED ANDGARAGE SLAB ADIACENTTO FOR WALL LOCATION OF WALL SOILS ORCOMPACTED FRAMING ABOVE,ANOOLRERONOFFLOORFMMINGMAVBE TOTAL NUMBER OF SHEETS }j TYP. DECK FTG. STRUCTURAL FIT SEE PLAN DIFFERENT FROM THIS DETAIL SEE FLOOR FRAMING PLANS FOR LAYOUT. INSET: F` SCALE:3/4'♦1'4' 3 , . 4 7 SECTION @PERIMETER FTG ! 1 TYP. FDN SECTION - - SCALE:3/A'=r-0• I THIS SHEET INVALID sEALE:r=r-0• UNLESS ACCOMPANIED BY A COMPLETE SET OF • - WORKING DRAWINGS l ffR ARCHITECTS,INC �'TNK.APA RATED T&G F100R SHEATHING,sEE ' PLAN FOR NAILING ARESIL73CE9'QSI�RDl1BIONHB9•BODDHRR ' gEQUIREMENTS FULL DEPTH SOLID LSL OR HOIST 299 WHITE'S PATH BLOCKING IN FIRST BAY FROM WALL @6d'O.C.,TYP. SOUTH YARMOUTH, 2-PLY � 3-PLY 4FLY MASSACHUSETTS,026" t®l (508)362-8883 AIL SHEATHING RIM HILL BE SPLICED AT (508)760-2800 1 CENTER OF OBL RIM JOISTS,PROVIOE(2) r - ROWS OF Ed COMMON ANNULAR RING fax(508\'J6`0-5800 1 NAILS(TYP.PERIMETER EDGE NAILING @ ) 3-O.C.)BELOW AND ABOVE SHEATHING FLOOR JOIST,SEE JOINT.DO NOT SPLICE SHEATHING FRAMING PLAN IIW W'ER<ARCNrFECTSODM HORIZONTALLY WITHIN 4 FT OF JOINT,TYP. 2-ROWSOF16,1 3-ROWSOFIGd NAILS@ 2-ROWSOFEY4'LONG _ NAILS @ 12"O.C. 12"O.C.,EA.FACE,TYP. TRUSSLOKSCREWS@W' . . Ix65TU0 WALL W/ EA FACE,TYP. STUDS @ z NEW RESIDENCE FOR: $ 2.ROOF RAFTER, E SEE ARCH. FRAMING PLAIN - . 2-vlY F 3PlY �i•TMK.APA THING SEE PLYWOOD ROOF GPLAN SHEATHING,SEE PLAN NOTES N R 1 Iln�fp�XIImTpry�nlll NAILING REQUIRMENTS FRAMING SECTION @ 2ND FLOOR �1 PALJI &JAN J I 210E FRAMINEE .SCALE:I.v 1-4- HURRICANE 4 I Y SIMPSON-H2.SA"(UT"Hl") •• • / 1101 2.TIEFRAMING Y TIE,EA.RAFTER,TYP. PLAN A 'APA RATED PLYWOOD WALL CAP SSO lOd NAILS@6'O.C. SHfATHING,SEE SHEARWALLNOTES l a 16d NA1 5 @ 6'O.C. FOR TYPICAL NAILING REQUIREMENTS STAGGERED. STAGG FRED EA.SIDE,TYP.. SEE ROOFFRAMING PLAN • - (2)-2.10ROOFRARERSATSTEEP FORCONNECTIONREQUIREMENTS,TYP. 2x ROOFRAFTERSEE ROOF . ANGLEFORGPMBRELL,SEE ROOF RAMI NG PLAN FRAMING PLAN F OR ROOF SHE—RECKG,SEE PLAN ^ )('TH.ROOF SHEATHING,SEE PIAN FORttP.NAIIINGREQUIREMENT6 AT TYP. MULTI PLY CONNECTIONS FOR TYP.NAILING BEGUIREMENTS ROOF DIAPHRAGM EDGE NAILING 116 BAY SHORE RD SCALE:I'=1'-0' ROOF DIAPHRAGM EDGE NAUS LNG�\ W/lOd ANNUTARRINGNM,RAKE • W/.C.ANNULARRINGNAILS@3" O.C.STAGGERED TO DBLERAKE O.C.STAGGEREDTO DBL 2x RAKE RAFTER,TYP. RARER,TYP. HY A 1.TNIS MA 4'LONG TAG ERLOK SCREWS @ SHEAR WALL EDGE NAILING 1Z 1 L11V l�l l�l, SHEAR ANNUL EDGE NAILING 6'O.C..STAGGERED. W/O,ANNULAR RING NAILS W'0 ANNULAR RING NA115 - @ 3'O.2STAGG EREDTO OBL @ 3'O.C.STAGG EREDTO DBL 2x RAKE RAFTER,TYP. - 2x RAIQ RARER.TYP . t K"APA RATED PLYWOOD WALL • 'APA RATED PLYWOOD WALL SHEATHING,COW,TO TOP EDGE • SHEATHING,COW.TO TOP EWE OF RAKE RARE ES ESE,ttv. THPIANSARE NO U TTOBESED OF RAKE 0.AFTER5,TYP. FOR PERMTIPNG OR CONSTRUCRON 4'-0'MIN.LENGTH PURPOSESUNIFSSSTAMPED&SIGNED • BETWEEN ANY PLATE JOINT FULL DEPTH SOLID BLOCKING@ 2x65TUD WALL W/STUDS@16° WRHANOERRINALANCH m 2x6 STUD WALL W/STUDS @ 16" 4'-0'O.C.,TYP. O.C,TYP. STAMP ANOSIGNATUPE&MAPIIED REQUIRED NO.OF NAILS MAYBE DISTRIBUTED • O.C,TYP. AS 'PERMIF SET'OR Y NSTRUC'TION SET°. ALONG THIS ENTIRE LENGTH ^ - - FULL DEPTH SOIN BLOCKING @ BUT Zx TOP PLATES,ttND P. 4+)O.C.,TYP.,SEE PLAN (8)-16d(OR STRAP)AT EA SIDE OF EACH • NOTE:RAKE&FIVE TRIM DETAILS NOT - NOTE:RAKE TRIM DETAl15 NOT - OLLOFTHE T IDEAS, IS.INCTNEDMWVIKS,AN JOINT U.N.O. • SHOWN SEE ARCH.DRAWINGS WN,SEE ARCH.DRAWINGS �RANSINOIGIFDTIEILEO ORR REPPfSENIFDO _ THEREBY,ARE OWNED BYAND IIEA4UN THE PROPERR OF ERTARCHTTECfS,INC ND PARTTHEREOF SHALL BE LTRIRED BYANY PERSON FIRM,ORCORPOPATION .. - //�\ FOR ANY PURPOSE,E%QPT WITH SPECIFIC WRITTEN FRAMING SECTION @ GAMBRELL ROOF FRAMING SECTION @ RAKE ( i \ PERMISSION OF THE REM OFF ARCHTTECIS,INC sw.E:r•L-0. 6 SCALE:P V-0' PROJECT#:TMCSLJ-14.09 - DATE ISSUED: 04-032014 FRAME WALL FRAMING STUDS,TYP.@16'O.C., • ]2 3x MNG PLAN ROOFRARER,SEE ROOf TURNING MII.L FRAME@12'O.C.IN AREAS OF • S PPI --MANUFACTURED TRUSSES(11 IN . SEE ARCH. AND ALIGN TRUSS W/STUD,TYP. 2.LEDGER,CONNECT W/(2)6'LONG x'THK.APA RATED CONSULTANTS,INC. MBERLOK SCREWS @ 16"O.C.INTO PLYWOOD ROOF • .WALL STUDS,TYP. SHEATHING,SEE PLAN DEVELOPERS,ENG24EERS AND TYP. LAP SPLICE OF TOP PLATES "OTES FOR NAILING x1NS7RDCQDN MANAGERS 3 PEQUIpMENTS Zx TIE JOIST,SEE ROOF MTSET, OM,l.- SCALE:1'=1'-D' SEEPLANHNFFACEMOUNTHANGEF,TYP. .• FRAMING PLAN �(�11E,INpmO=() 2.RAFTERS,SEE PLAN 2x6 STUD WALL,W/STUDS @ 16"O.C.,TYP. Y�"APA RATED PLYWOOD ROOF SHEATHING,TYP. - CONFER 2x BOTTOM PLATE VIA SIMPSON"H2.SA"(ar'Hl") FOR CONNECTIONSEE ROOF ING I-AN\REQUIREMENTS,TYP. FOR CONSTRUCTION •T �2)i'LONGTIMSERLOKSCREWS@ HURRICANE TIE,EA.RAFTER,ttv. 12 16'O.C.TO FLOOR JOIST&RIM IOW. CONNECT DBL TOP PLATE VIA V S LSLRIMIOIST,ENDNAILW/(2}16d SHEARWALLEDGELONG FREDlLOKSCREWS, SEE ARCH NA115,TYv.EA JOIST. NAILING W/Ed STAGGERED @ 8'O.C.TO HEADER S1�O F Mq ANNULAR RING NAILS HEADER,SEE ROOF FRAMING PLAN; -�- @3"O.C.STAGGERED REFER TO TYP.MULTI PLY DBL 2x TOP CONNECTION DETAILS. (,, - • • %"APA RATED,TED PLYWOOD FLOOR TPLATES,TYP. y SHEATHING,SEE PLAN FOR NAILING O G ti HEADER PER PLAN RECHN EMENTS,IYP. LABS JENSEN FRAMING SECTION @ EAVE W1 HEADER o STRUCTURAL -1 \. S - FLOOR JOISTS SEE PUIN SCALE:1'=1'-0' d Z. Na. 50602 --- 2.ROOF • I °i RATED TPA A .FRAMING PLAIN H.A &2.6 SEE ROOF SEE RCH. TI T SPLICE WALL SHEATHING AT PLYWOOD ROOF m IlI-Z%6 F.H.KING STUD MIDDLE OF RIM JOIST, SNNOTES FOR O NAP LAN El PERIMETER EDGE NAIL EA �12E2x TOP WALL OTERECRNAILING SIMPSON N25AFCTLERMTM SIDE OF SPLICE,SEE SHEAR PLATE,ttv. PEQUIRMENR 2x TIE IOGT,SEE ROOf S` /4 ='•Q WALL NOTES T/5-300FRAMING PLANZx6 CEILING@ l6'O.C.,TYP.R)-2K6 JACKSTUDS - K•TNK.PLYWOOD WALL 0 1 2(U.N.OI ATTACH TO ^' SHEATHING,TYP. 2x6 WALL STUD WALL W/ KING STUD W/TEd STU B5 @ 16°O.C..TYP.AllS@4'O.C. SIMPSON'N2.SA°(w'Hl') G PLAN UNLESS OTHERWISE NOTED. STAGGERED AND HURRICANE TIE,EA.PARER.TYP.ALTERNATESH Es YP. SHEET NO. SHEAR WAILEDGES 2] NAILING W/8dxWALL W/TUDS @ 16" S—✓0 g TYP. HEADER SUPPORT@ BUILT-UP COLUMNS ANNO TO BL"AILS @ 3'O.C.STAGGERED D.C.'— TO DBL STOP PLATES.ttP. '_'-0 FRAMING SECTION @ LOW ROOF TOTAL NUMBER OF SHEETS scaLE:1••r-0• _5 IN SET: FRAMING SECTION @ EAVE I sCALE:I•-I'-0' THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 4 LOCUS INFORMATION CURRENT OWNER: PAM a IANEr CAPASSO EXISTING RD AREA 1.737*S.F. , TITLE REFERENCE: CTF 2D1275 EXISTING DECK AREA 706*S.F. - r O & o�oNo o: PLAN REFERENCE: LOP 7615-0.SH-2 BLD/DECK AREA 2."S.F. LEWIS yBAY ASSESSORS MAP; 325 PROPOSED BLD AREA: 1.887t S.F.(19.2)✓ - _ p oc o m PARCEL.. 079 PROPOSED DECK AREA: 545t S.F.✓ \ p N� SETBACKS: FRONT 20' PROPOSED PATIO AREA: 1442 S.F.✓ SIDE 10' LOCUS MEP REAR 10' TOTAL PROP.BLD/DECK/PATIO AREA 2.576t S.F. MIOMUM LOT SIZE: 43,560 S.F. TOTAL BLD/DECK AREA WITHIN 100: 2,5102 S.F.1/ \ I CERTIFY TO THE BEST OF MY EIGSTI IG LOT MfA 9.653*S.F.TO MHWROFESSIONAL KNOWLEDGE.INFORMATION AND 80.1EF THAT THE LOT CORNERS. �o DIMENSIONS AND SETBACKS To THE INCREASE WITHIN 100'BUFFER: 67t S.F.SF' STRUCTURE AS DETERMINED BY NITROGEN SENSITIVE NOT A ZONE 0 MITIGATION REG.Q 3:1 201t S.F. \ ' INSTRUMENT SURVEY AND AS SHOWN ON EXISTING FEMA FLOOD MITIGATION PROV.: 202t S.F. D,••m _ THIS PLAN ARE CORRECT. ZONE DISTRICT. ZONE AS'ELEV 10 NOW 1929 o\Q1m DATED JULY 2. 1992 PANEL/260001 ooDs o .0 OVERLAY OISIiOCf: AP _ ' rCZPAC�A . MO.PIS DATE i - - - PROFESSIONAL LAND SURVEYOR GPI LEWIS BAY DAL rn ) - Q�P` CERTIFIED PLOT PLAN LOT 97 �+ - - \ 1.4 - ('') 116 BAY SHORE ROAD LgWN V \ STAIRSTO WATER IN i PROPOSED © HYANNIS, BARNSTABLE #10B \ MITIGATION \202t S.F. MASSACHUSETTS �P��j►. \ i \ (4'WIDE) \ \ \ • �� ���� s. \ , (BARNSTABLE COUNTY) LOT 96 \ 7.y •' . \\ 9.a533S.F. PROPOSED \ CONDITIONS WVb. / a F \ - PROPOSED �` / // •PO, I\� LAWN / /// y 0.2 •1_ - 1T•.'- NOVEMBER 6,2013 DRYWELL PROPOSED \ PROPOSED DECK IITO vow DWELLING 42&S.F. 1,887t S.F. EXISTING $ • � DATE DESID, / \\ TOF 125 \ NOTE: / FF13.5 DECK 1 / - r 1 1/7/14 RELOCATE BUFFER STRIP \ / \ THE ENTIRE SITE LIES WITHIN FLOOD ZONE A9, 2 2/24/14 ADD ORYWEJ.S \ / \ #116 \ 1 6 ELEV 10 UNDER THE CURRENT FEMA MAPS DATED ` \ 5 EXISTING \/ - JULV 2,199Z(NGVD 1929 DATUM). O \ \ RANCH STYLE DWELLING P \� THE PROPOSED FEMA MAPS(POSSIBLY GOING - FF.EL=9.4NGVD STO / - \ 8.3 x\ 144t INTO EFFECT IN 2014)DEPICT THE PARCEL AS �e HAVING A PORTION OF THE LOT IN AN AE ZONE, COVERED \\ q. ELEVATION 12(ELEV 13 ON OLD DATUM)AND A VE y ZONE,ELEVATION 13(ELEV 14 ON OLD DATUM). POt S F. 8.0)" LAWN 8.1 LOT 95 PR EPARID FOIL: 7.3 \ \\ °o Mr. PAUL OAPASSO \ -O \ \ / / TABLET-PLANT PALETTE � \ \ ♦ \ // / \ / S9 N085COT ROAD 1.AMERICAN BEACH GRASS Amoaphila bmviligulata WE$TON. MA 02493 \ \ BIT. 2.VIRGINA ROSE pOUICAP06600yOI100.COR1 \ \ PAVEMENT Rose Virginian - - BENCHMARK:TOPOF \ ® \ h` .'�•� CONCRETE BOUND WITH \ \ / 3.SWEET FERN �I�ILI`/q', [[�//�����..{pp,,�yy..��'QpU 6/ BARNSTABLE ROAD DISK. \\ BASIN \\ //IA-N Comptonia Peregrin L_U- lSi'0.�`�I �+�` a (THIS PLAN NGVD 1929) ELEV 7.61 NGVD 1929 \ \ / - 349 Route 28,Unit D ELEV 6.71 NAVD 1988 \\ CATCHSIN e \\ // W.Yarmouth,Massachusetts \� PROPOSED - 02673 5087788919 / DRYW ELL 2014 BS CrovP.Yw. \ 7.9 x` R.N606 - \\ � -SCALE: 1'• 10' ISSUED FOR PERMITTING \ � J`� - - - FlLE:9779-EXC-STRIPAWf \\\ a e NOT FOR CONSTRUCTION Dwo. No:6207-03 SHEEr 1 OF 1 \X o� - JOB.140: 4-9779.00 - LOCUS INFORMATION SpJ CURRENT'OWNER: PAUL 6:JA V GWASSO EXISW BUD AREA 1.737*S.F. TRUE REFERENCE: CIF 201275 IDOSTIND DECK AREA 706*S.F. NP�oa p�0 d PLAN REFERENCE.- LOP 7615-8,9h2 OW/DECK AREA 2.443*S.F. 0 & RpPJ w LEWIS BAY ASSESSORS MAP.- 325 PROPOSED BLD AREA 1,887x S.F.(19.2%) O e � PARCEL. 079 PROPOSED DECK AREA 545x S.F.ZONING.DISTRICT: S. fFRRONT 20' PROPOSED PATIO AREA 144x S.F. \ O SIDE 10' LOCUS NAP REAR 1C TOTAL PROP.BLD/DECK/PATIO AREA 2,576x S.F. MD0NIA1 LOT SM. 43,BQ0 S.F. TOTAL BLD/DECK AREA WITHIN 100: 2,5102 S.F. '� � \ I CERTIFY K THE BEST OF MY DUSTING LOT'AREA 9Xw*S.F.TO MHW ANDPROFESSIONAL KNOWLEDGE, INFORMATION INCREASE WITHIN 100'BUFFER: 67x S.F. i• DIM BELIEF THAT THE LOT CORNERS, NITROGEN SENSITIVE MITIGATION RED.@ 3:1 201 x S.F. IC \ _ STRUCTURE AND SETBACKS TO THE ZONE; NOT A ZONE E STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. IDUSRND FDIA FLOOD MITIGATION PROV.: 202x S.F. 71•Q ZONE DISTRICT': ZONE"AS'ELEV 10 NGVD 19" _ o\Gm1 �►✓�•u�` DATED.RAY 2, 1992 - 4 PANEL/260001 0006 D ��� � p11R1 A OVERLAY DISTRICT: AP Ne.7eDL 1 Z CI MG FIELD. PLS CATE iPROFESSIONAL LAND SURVEYOR 0 LEWIS BAY - CERTIFIED PLOT PLAN LOT 971.4 �+ • 116 BAY SHORE ROAD L9Wp' \ STAIRS TO - \ WATER - IN fl HYANNIS, BARNSTABLE .• J ��K\ PROPOSED #108 �� \ MITIGATIO 20 2x S.F.N \ MASSACHUSETTS 1. \ i \ s • �� ���� \ a \ \ (BARNSTABLE COUNTY) LOT 96 1 Ty \ \ \\ 9.85`US.F. \ PROPOSED CONDITIONS IL 0 PROPOSED 9 ' //' 'Pp, \\\1\. `s♦\ LAWN / // y 0.z , _ NOVEMBER 6,2013 DRVWELL / / 4 PROPOSED \ F \ PROPOSED DECK / 1117.0 _,wy. DWELLING 4282S.F. t \ // \\ • 1,887x S.F. $� EXISTING \ / - . \ TOF 12.5 a• DECK \ qa FF 13.5 \9. \� 1// \ NOTE: 1 1/7/14 RELOCATE BUFFER STRIP \ \ \ •!( \s THE ENTIRE SITE LIES WITHIN FLOOD ZONE A9, 2 2/24/14 DRYWELLS \ / \ #116 \ /1 - ELEV 10 UNDER THE CURRENT FEMA MAPS DATED \ s \ V' EXISTING ° JULV 2,1992,(NGVD 1929 DATUM) /�( , O \\ q RANCH STYLE. / \ DWELLING ♦ P \� FF.EL=9.4 NGVD STO THE PROPOSED FEMA MAPS(POSSIBLY GOING \ 8'3 x\ 144x EPICT THE PARCEL AS HAVING A PORTION OfINTO EFFECT IN 2014)D.THE LOT IN AN AE ZONE, �s ELEVATION 12(ELEV 13 ON OLD DATUM)AND A VE \ G OAT `\ COVERED \\ "� • ZONE,ELEVATION 13(ELEV 14 ON OLD DATUM). `7� � \ / 8.3 PORCH �l 82c, 117x S.F. /LAWN \\ / 8.1 jl LOT 95 _ ♦7 TIC \`\\\ '�,e0. //,\\ ♦ // ♦,,L~ PRFPWIm TOR �\` �O \ `\\\\\ •$ //�/ \\ //// T 7.3 TABLET-PLANT PALETTE S9 NAUL CAPASSO ROAO \\ �O \\ \\ // \\ // 1.AMERICAN BEACH GRASS WEMN, MA 02493 / Ammophila breviligulata poulcapawoftahoo.com BIT. 2.VIRGINA ROSE \ \ PAVEMENT Rose Virginian BENCHMARK:TOP OF \ \ CONCRETE BOUND WITH \ ® \ // 3.SWEET FERN )'may1 \ yll(+R BARNSTABLE ROAD DISK. \\ CATCH \ / Comptonie Peregrin NY4l'SJ'`SI �jjl\lA/' (THIS PLAN NGVD 1929) ELEV 7.61 NGVD 1929 \ \\ // 349 Route 28,Unit D ELEV 6.71 NAVD 1988 `\ CATCH \ \\ // LAWN W.Yarmouth,Massachusetts \BASIN 2 �Q♦ ,�/ /o` PROPOSED 02673 �b�2517 /I1 DRYWELL 508 778 8919 \ F #132 2014 64C C,aua Ina \ 7.9 x` \ R.410.00 SCALE: 1'- 10' \\ 6 ,6 2a ISSUED FOR PERMITTING : \ •��'� FlLE:9779—EXC—SIftlPAWO NOT FOR CONSTRUCTION DWG. No:62D7-o3 SHEEP t OF 1 \ JOB. NO: 4-1111 0 LOCUS INFORMATION SG�T"Sty CURRENT OWNER: PAA h JAM CWASSO OOSIINO OLD AREA: 1.7373 S.F. TITLE REFERENCE: CIF 201278 EXSTING DECK AREA 70Yt S.F. t�60a O`G" 6 PLAN REFEREN LCP 7615—B.SH-2 OLD/DECK AREA 2.4432 S.F. - O CE: o ROB 9! LEWIS mBAY ASSESSORS MAP: 325 PROPOSED BLD AREA 1.8871 S.F.(19.2%) OC O PARCEL a79 PROPOSED DECK AREA 545t S.F.ZONING OfSrRIC`r- U m S: FRONT 20' PROPOSED PATIO AREA 144t S.F. \ O F� SIDE 10' LOCUS MAP REM 10' TOTAL PROP.BUD/DECK/PATIO AREA 2.576t S.F. MINIMUM LOT SIZE; 43.SY0 S.F. TOTAL BLD/DECK AREA WITHIN 100: 2,510t S.F. at \ I CERTIFY TO THE REST OF MY . INFORMATION EXISTING LOT ARFA OALW*S.F.TO MNW INCREASE WITHIN 100'BUFFER: 67t S.F. N AND B10EF THAT KNOWLEDTHE E LOT CORNERS. DIMENSIONS AND SETBACKS 0 THE NITROGEN SENSITIVE - STRUCTURE AS DETERMINED DY ZONE: NOT A ZONE Y MITIGATION RED.Q 3:1 201t S.F. INSTRUMENT SURVEY AND AS SHOWN ON E ISM FEMA FLOW MITIGATION PROV, 202t S.F. y,•,m THIS PLAN ME CORRECT. ZONE DISTRICT: ZONE Ar ELEV 10 NGVO 1920 DATED AULY 2. 1992 PANEL/250001 0000 D 4 ` OVERLAY DISTRICT: AP w• a 2y/ CRAG A. . KS DATE I PROFESSIONAL LAND SURVEYOR oP� LEWIS BAY .\ ♦\ FQ�F maAR CERTIFIED LOT 97 PLOT PLAN �+� - 1.4 - % �'� 116 BAY SHORE ROAD STAIRS TO WATER IN �\ PROPOSED HYANN[S, BARNSTABLE MITIGATION #,06 a�► \ `\ 202tS.F. ` \ MASSACHUSETTS (4-WIDE) ♦ \ i �� ��� a• \ (BARNSTABLE COUNTY) \` LOT.96 T 9.&114L%S•F• PROPOSED CONDITIONS I a � ` ♦ s LAWN / 1 NOVEMBER 6,2013 PROPOSE . 0.2 DRYWELL 4 I ens�� \\ • \\ // PROPOSED \ PROPOSED DECK \7.0 DWELLING 428SS.F. \ /' 1,887t S.F. EXISTING \ • // \ - \ TOF 12.5 DATE • FF 13.5 DECK \� `\\ 1 / \ \ NOTE: 1 1/7/14 RELOCATE DUFFER STRIP \ \ \ \s THE ENTIRE SITE LIES WITHIN FLOOD ZONE AS. 2 2/24/14 ORYWELLS #116 TTT \ /� EXISTING \ • ELEV 10 UNDER THE CURRENT FEMA MAPS DATED \ \\ RANCH STYLE \\///\ I JULY 2,,992.(NGVD 1929 DATUM). DWELLING P \ EL=9.4 NGVD STO THE PROPOSED FEMA MAPS(POSSIBLY GOING INTO EFFECT IN DEPICT THE PARCEL AS 144t �s HAVING A PORTIONON O OF THE LOT IN AN AE ZONE,COVERED \\ q ELEVATION 12(ELEV 13 ON OLD DATUM)AND A VE 83 PORCH ZONE,ELEVATION 13(ELEV 14 ON OLD DATUM). I 0 117t S.F. _ �y LAWN 8.1 LOT 95 -40 7.3 �%. \`\`♦ ?°o�'' /// \\ // •'� _ Mr. P LAU CAPA550 \ O \ \\ / \ // TABLE 1-PLANT PALETTE ♦ \ \ // \ / 59 NOSSCOT ROAD 1.AMERICAN BEACH GRASS WESTON. MA 02493 Ammophila breviligulate \ ` `♦ / ♦' pauleapassoftahoo.eom BIT. 1 2.VIRGINA ROSE PAVEMENT A/ Rosa VrginWna BENCHMARK:TOP OF -\,til CONCRETE BOUND WITHCATC\ ® \ / 3.SWEET FERN I'}C(�J(I\�- BARNSTABLE ROAD DISK. `\ BASIN `\ // Comptonia Peregrine Y.. (THIS PGfUUP LAN NGVD 1929) ELEV 761 NGVD 1929 ` \ / 349 Route 28,Unit D ELEV II."NAVD 1988 `\\BASIN \ `\ // LAW" W.Yarmouth,Massachusetts PROPOSED 02673 DRYWELL 308 778 8919 \ /1� / #132 � \ 7.9 x` \ R.41YA! ♦\ \ \ - SCALE: 1'- 10' `♦\ � `\� ��� 9, av ISSUED FOR PERMITT 0 6 t0ING FlLH:9779—EXC—sTTLPowO NOT FOR CONSTRUCTION DWG. No:92D7-03 ' JOB. NO: 4-9779.00 SHEET 1 OF 1 CERTIFY THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS . j �J"OFAk CRAIG A. c4 FIELD cn L; No.38039 0AD .FOR REGISTRY USE ONLY PLS DATE EXISTING eoa FLOAT 00 R°w �:... LEWIS 7.5'x16.0' . o g+ N env �y EXISTING PROPOSED FLOAT NEW PILING o EXISTING PILING 5'x15 TO TIE OFF TO BE REPLACED 4.4 BOW ,. -3.9 X -4.7 PROPOSED NEW PILING -4'4 LOCUS.MAP EXISTING' �0. • NOT TO SCALE RAMP 3.5'x16' J m LEWIS BAY, ate, EXISTING O LICENSE #6321\ EXISTING rp O FLOAT -4.2 5'x24' WATER/ELE. \Q y� EXISTING SERVICE- LICENSE#4929� �. EXISTING TO RUN WITHIN ��Q� �� "' PILIBES \y PIER FRAMING - - LOnT97 -: Q� 3g, a REPLACED DAVID TURNER �. MAP 325 ti�L �}�� 1 F� PARCEL 78 1.6 #108 BAY SHORE ROAD Gl TOP 5.4 �O �P�' ,titi /i STAIRS TO Gl .k& LAWN:.. WATER ?�O; NOTE: ALL PILINGS TO 'T / / �5.4 MATCH EXISTING,12" FLAG \ DIAMETER PILINGS POLE \{LOT 96 N \ \lk%9,853t S.F. 5.4 \AUIL&JANEJ CAPASSO MAP A6 NOFM4ce, PARCEL 7 �tJ' CTF 201275 Gl DAVID J. #116. 6�� CRISPIN in BAY SHORE \ 6oG CIVIL - ROAD �Ga��h� LOT 95 . No.3211 �px ` N/F x 8.1 . PAUL GROVER MAP 325 PARCEL 80 #132 BAY SHORE RD. SITE" PLAN Prepared by: SCALE: 1 p 30. THE .BSC' . OUP, INC. 349 ROUTE 28 UNIT D 0 15' 30' so' W. YARMOUTH, MA 02673 JANUARY 24; 2019 PLAN ACCOMPANYING PETITION TO FILE` JOB'NO. 4 9779.01 DWG: N0. 6030-02 SHEET 1 OF 2 LICENSE TWO NEW PILINGS AND 3 REPLACE THREE EXISTING PILINGS' AT #116 BAY. SHORE ROAD HYANNIS, MA. w (BARNSTABLE COUNTY) a OWNED BY l . ' PAUL & JANET CAPASSO I CERTIFY THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS �HOF� CRAIG A. c� FIELD No.38039 LAND q t —z`�— �19 FOR REGISTRY USE ONLY PLS DATE LOCUS INFORMATION CURRENT OWNER: PAUL & JANET CAPASSO TITLE REFERENCE: CTF 201275. HOFM4�, PLAN REFERENCE: LCP 7615—B,. SH-2 DAVID J. c4 CRISPIN N ASSESSORS MAP: 325 CIVIL PARCEL: 079 No.3211 ZONING-DISTRICT: RB �eY' SETBACKS: FRONT 20' SIDE . 10' REAR 10' / MINIMUM LOT SIZE: 43,560 S.F. EXISTING LOT AREA: 9,853t S.F. TO MHW NITROGEN SENSITIVE ZONE: NOT A-ZONE II EXISTING FEMA FLOOD ZONE DISTRICT_: ZONE "VEn, ELEVATION 13.0 (14.0 THIS PLAN) ZONE "AE", ELEVATION 12.0 (13.0 THIS PLAN) — — DATED_JULY 1.6, 2014 PANEL #25001C0669 J OVERLAY DISTRICT: AP 2 NEW PROPOSED&3 REPLACED PILINGS CROSS BEAM ON EXISTING TOP PILINGS BOTH SIDES OF DECK ELEV=5.4 ELEV=14.0 EACH SET OF MINIMUM PILINGS 15 10 MHW 1.9 MLW 0.0 -5 ELEV=-4.7 ALL PILINGS 12"IN.DIAMETER EXISTING. 133' GRADE EXISTING PIER,RAMP AND FLOAT LOCATIONS SECTION PLAN Prepared by: THE BSC GROUP, INC. SCALE: . 1" = 30' 349 ROUTE 28 UNIT D 0 16' 30' so' W. -YARMOUTH, MA 02673 JANUARY 24, 2019 PLAN ACCOMPANYING PETITION TO FILE' JOB N0. 4-9779.01 DWG. N0. 6030-02 SHEET 2 OF 2 LICENSE TWO NEW PILINGS AND 3 REPLACE THREE EXISTING PILINGS . AT #116 BAY SHORE . ROAD HYANNIS, MA CD w (BARNSTABLE COUNTY). z OWNED BY PAUL & JANET CAPASSO