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HomeMy WebLinkAbout0153 FREEZER ROAD (3) f erm i�-S 1-�cuse.,CxueS YKo SeI-po 'D e m p s , e A . e i N _ f _ r • �t i w HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis,Massachusetts 02601 (508)775-9316 FAX(508)775-6526 July 19, 2012 VIA HAND DELIVERY Mr. Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Property Owner: Stuborn, LLC Address of Property: 153 Freezer Road, Barnstable Dear Tom: Would you kindly issue the Building Permit for the residence to be built on the above property, with the understanding that we may have to install a sprinkler system before the Certificate of Occupancy is issued. Obviouslyjf it is determined that a sprinkler system is required, we will have one installed. Thank you for your cooperation in this regard. Kindly, Stuart Bornstein BSC GROUP Thoughtfully transforming our environments — irl � f 349 Main Street igl i _ (Route 28), Unit D $ p` West Yarmouth May 15,2014 MA o2673 Tel: 508-7778-8919 .fie lls- Department of Environmental Protection 800-288-8123 Waterways Department Fax: 508-778-8966 20 Riverside Drive Lakeville,MA 02347 Attn: David Hill, Chapter 91 Reviewer www.bscgroup.com RE: Chapter 91 License Application,Removal of a Licensed Wharf,DEP License 11070,Construction of a Private Docking Facility,Maintenance and Improvement Dredging, 153 Freezer Road,Barnstable Harbor, Barnstable,Massachusetts,BSC Job#4-9295.01 Dear Mr.Hill: BSC Group, Inc. (BSC) is pleased to submit "this Chapter 91 application on behalf of our client, Stuborn LLC., for the property located at 153 Freezer Road, Barnstable (the Site). The proposed project at the site involves removal of the existing licensed wharf to include two wooden bulkheads, pilings and debris, and construction of a private five-slip docking facility to include repairing the existing concrete bulkhead and installation of new pilings, decking and a steel bulkhead. Also associated with the project is maintenance and improvement dredging. For more information,please refer to the attached Site Plans and Project Description. This application is being submitted in accordance with the Massachusetts Wetlands Protection Act and the Town of Barnstable Wetlands Protection By-law. Enclosed please find the Chapter 91 License application and accompanying materials. If you have any questions or require additional information, please contact me at(508)778 -8919. Sincerely, BSC Group,Inc. Engineers Matthew Creighton,PWS Environmental Project Manager/Wetland Scientist Scientists GIS Consultants cc: Stuart Bornstein,297 North Street,Hyannis,MA 02601 Landscape Architects Planners Stirveyors Bk 25893 Pq 166 #6 Town of$animble Zoning Board of Appeals-Mcision and Notice Stubom,Limited Partnership-Variance No.2011-008 Historic Preservation Consultant and portions determined to be historically significant shall be preserved. The remaining structure shall be used only as an accessory lawn and garden storage shed for the property owner's exclusive use. g. A Certificate of Occupancy forr the principal dwelling shall not be issued prior to the demoliff40 of the portions of the existing dwelling, as approved by the Old King's Highway Historic District Committee: 10.No occupancy of this accessory storage shed structure shall be permitted. This structure shall not be served by gas or sanitary sewer lines:Any and all.kitchen and bathroom facilities shall be removed from existing structure,.Captain Jerauld Fish House,on the property prior to issuance of a building permit for the proposed dwelling. 11 At the site of the existing wharf, no more than fire non-commercial boat slips shall be permitted on the property regardless of any prior or subsequent permits issued by other agencies or commissions. Slips shall be located only at the site of the existing wharf and shall be constructed so as to be In substantial compliance with the proposed plan entitled OConcept Pisan to be Submitted to the Barnstable Conservation Commission drawn byBSC Group,dated October 12,.2011,stamped by Craig A. Field, PLS, two pages. Slips shall be accessory and appurtenant to the primary dwelling and used for the docking of personal watercraft for private and exclusive use of the property owner and their guests. The slips shall be reviewed and approved by the Barnstable Conservation.Commission and shall comply with all applicable local,state,and federal reg inManner u tho ariance. N oat sh be I ted within feet of the navrgble 12.Commercial fishing boats, head boats or other commercial water craft shalt not be docked at this wharf or use these boat slips. 13.An accessory structure not to exceed 12 feet by 15 feet in dimension, for the sole use of storage of items used in conjunction with the owner's personal ulster craft, may be located on the property in the general area as shown on the Proposed Site Plan. This structure shall require review and approval by the Conservation Commission and Old Kings Highway Historic District Committee,as applicable 14.The development authorized by this decision shall be considered full build-out of the property. Other than the specific perMissions granted.in Conditions No. 2,.$, 11.and 13,expansion or alteration of any structure or use on the property is prohibited. 15. Exercise.of this variance prohibits all uses of this property except the singte fam1y residential.use that is the subject of this application.and the accessory uses identified herein. To prevent undue intensification of the use on the site, this variance.does not allow any.other principal,accessory,or conditional uses on the Property. 16...While the rights authorized by this variance are being exercised, uses permitted.by the underlying zoning are prohibited on the Property. 17.The property shall remain in conformance with Section 240-7(F)(1) Number-of buildings allowed per tot and the bulk and dimensional requirements of Section 240-13 RF-' Residential District. 10 153 Freezer Road, Barnstable Chapter 91 Waterways License Application Department of Environmental Protection May 2014 Prepared for: Stuborn,LLC 297 North Street Hyannis,MA 02601 BSC Job#49295.01 Prepared by: BSC GROUP 349 Main Street,Unit D W. Yarmouth, Massachusetts 02673 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X258756 Chapter 91 Waterways License Application -310 CIVIR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Stuborn, LLC. Name of Applicant 153 Freezer Road Barnstable Harbor Barnstable Project street address Waterway City/Town Description of use or change in use: Removal of existing degraded wharf, re-construction of a portion of the wharf, and dredging to install a proposed ramp and private float system for docking. Also included is removal of 2 wooden bulkheads and installation of a new vertical bulkhead. 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." k, �L r Printed Name of Municipal Official Dat / gm tur of Municipal 0 "ia Title ity own CH91 App.doc•Rev.08/13 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X258756 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Stuborn, LLC. Name of Applicant 153 Freezer Road Barnstable Harbor Barnstable Project street address Waterway City/Town Description of use or change in use: Removal of existing degraded wharf, re-construction of a portion of the wharf, and dredging to install a proposed ramp and private float system for docking.Also included is removal of 2 wooden bulkheads and installation of a new vertical bulkhead. 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 Official Title City/Town CH91App.doc•Rev.08/13 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X258756 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment e dment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ® Maintenance Dredging (include last dredge date&permit no.) ® Improvement Dredging To create docking area within the footprint of the existing structure to maintain navigation. Review Plan for previous dredge events and locations. Original dredged in 1908 to-5 pay-6. 2. What is the volume(cubic yards)of material to be dredged? Maintenance-1,960 lmprov.- 780 (total 2,740 cys) 3. What method will be used to dredge? ❑ Hydraulic ® Mechanical ❑ Other 4. Describe disposal method and provide disposal location(include separate disposal site location map) Dewatering and disposal will be onsite. Material will be used as upland fill. 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public P 9 beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. i i CH91 App.doc•Rev.08/13 Page 5 of 13 1 k TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ni Gt Map 301 Parcel 006 C' Application it atio # Health Division Date Issued l Conservation Division `, R 4%3 fl�w Z!1 Application Fee /4a ')110 Planning Dept. Permit Fee3 � Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation / Hyannis c Project Street Address 153 Freezer Road Village Barnstable Owner Stuborn, LLC Address 297 North Street, Hyannis, MA 02.601 Telephone 508-775-9316 (Stuart Bornstein, Manager, cell: 508-328-9090) dPermit Request Foundation permit and Building Permitfor new house construction D� in accordance with enclosed foundation plans, 4,000 squat& footi: ound ion for main house and 1,300 square foot foundation for questhouse.�1C 0 Square feet: 1 st floor: existing 3,00cproposed 5300 2nd floor: existing 1700 proposed 4365 Tota"ew 65 Zoning District MB-B Flood Plain C —Groundwater Overlay AP Project Valuation $850,000 Construction Type wood Frame 5 �' m Lot Size 7 acres _ Grandfathered: 0 Yes ❑.No. If yes, attach supporting documentation. h Dwelling Type: Single Family M Two Family ❑ Multi-Family (# units) U Age of Existing Structure early 1900's Historic House: U Yes ❑ No On Old King's Highway: [ Yes ❑ No Basement Type: ❑ Full ❑ Crawl ®Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 4,000 Number of Baths: Full: existing 4 new 5 _ Half: existing 1 __new 4 Number of Bedrooms: 6 existing 6 new Total Room Count (not including baths): existing 12 new 11 First Floor Room Count 5 � Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other(+2 foyers) Central Air: Z Yes ❑ No Fireplaces: Existing 3 New 3 Existing wood/coal stove: ❑Yes U No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size __, Barn: ❑ existing ❑ new size_ Attached garage:Uexisting >W new size 2 Shed: ❑ existing M new size180 Other: s.f. Zoning Board of Appeals Authorization M Appeal #2011-008 Recorded>3 Book 25893, Page 157 Commercial ®Yes ® No If yes, site plan review # _ Current Use Residential Proposed Use REsidential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stuart Bornstein _ Telephone Number 508-77s-� Ali, (.cam}1 508- �_can �) Address 297 North Street License # CS18226 Hyannis, MA 02601 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Sandwich Construction Dump SIGNATURE DATE Stuart Bornstein } FOR OFFICIAL USE ONLY f . } ` APPLICATION# v i.,DATE ISSUED ;:,!-;—- � MAP/PARCEL NO. f ADDRESS VILLAGE OWNER Y F DATE OF INSPECTION: f, FOUNDATION" ; 3 FRAME -INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a ' GA&- ROUGH FINAL ,iFI.NAL BUILDING , . r + DATE CLOSED OUT ASSOCIATION PLAN NO. f F� �t Town of Barnstable Building Department - 200 Main Street * RARNST"IE, * Hyannis, MA 02601 9 MASS. 16.19. . (508) 862-4038 QED MA'I a Certificate of Occupancy Application Number: 201201375 CO Number: 20130070 Parcel ID: 301006 CO Issue Date: 06/20/13 Location: 153 FREEZER ROAD Zoning Classification: MARINE BUSINESS B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed _ '`• TOWN OF BARNSTABLE B_ �dingtKET u 201201375 * BARNSTABLE, Issue Date: 07/23/12 Pe' rinmit 9 MASS QpA 039. Applicant: . rFp MAC A , Permit Number: B 20121707 Proposed Use: SINGLE FAMILY HOME. Expiration Date: ,01/20/13 Location 153 FREEZER ROAD Zoning District MB-BPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 301006 Permit Fee$ 3,570.00 Contractor PROPERTY OWNER Vg0ge BARNSTABLE App Fee$ 100.00 License Num OWNER } Est Construction Cost$ 700,000 j Remarks APPROVED PLANS MUST BE-RETAINED ON JOB AND I FOUNDATION&BUILDING PERMIT FOR NEW HOUSE 3 BEDROOM HOWf ifs CARD MUST BE KEPT POSTED UNTIL FINAL L INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: STUBORN LP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 297 NORTH ST INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 Application Entered by: PF Building Permit Issued By: ✓F � 1`��zG 7-Z 3-�Z- THIS PERMIT CONVEYS NO RIGHTTO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR PART THEREOF,EITHER TEMPORARILY ORz PERMANENTLY. ENCROACHMENTS CN,PUBLIC 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 PUBLIC :Ad!ERS MAYBE OBTAINED,FROM THE"DEPARTMENT OF PUBLIC,WORKS:THE ISSUANCE'OF-THIS PERMIT DOES NOT.RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDIVISION. RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). yj ROW IN BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 /�s�3 1 Heating Inspection A provals ngin ring Dept C� Wgol( Fire Dept A�6 kr S- j//3 2 . Board of Health Town of Barnstable Building Department - 200 Main Street * � * Hyannis, MA 02601 9 MASS. a. (508) 862-4038 Certificate of Occupancy Application Number: 201201375 CO Number: 20130048 Parcel ID: 301006 CO Issue Date: 05/15113 Location: 153 FREEZER ROAD Zoning Classification: MARINE BUSINESS B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PROPERTY OWNER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO ISSUED FOR THIRTY (30) DAYS TO EXPIRE 6/15113 Ir Building Department Signature Date Signed ' TOWN OF BARNSTABLE. E Building * . 201201376. 'R BARNSTABLE, Issue Date: 07/23/12 ■ +■ 9 MASS q7p 163.9. �� Applicant: STUBORN LP rFG MAN a Permit Number: B 20121706 Proposed Use:. SINGLE FAMILY HOME Expiration Date: 01/20/13 Location 153 FREEZER ROAD Zoning District ME-BPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 301006 Permit Fee$ 765.00 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 150,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM GUEST HOUSE ATTACTED THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE.OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: STUBORN LP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address:. 297 NORTH ST INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 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 ENCROA CHMENTS'ON PUBLIC PROPERTY,:NO SPECIFICALLY PERMITTED UNDER:THE BUE DING CODE,MUST BE.APPROVED BY THE.RMSDICTION::STREET OR ALLEY )kDES AS WELL'AS:DEPTH AND:LOCATION OF PUBLIC;SEWERS MAY BE. OBTAINED FROMTHE'DEPARTMENT OF PUBLIC WORKS, THE ISSUANCE OF TFIIS;PERMIT DOES NOT RELEASE THE'APPLICANT FROM,THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT.LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 6 I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 21 ��`,r°� /Yv°�G,,v° 2V F 3 j 1 Heating Inspection Ap royals. Engineering Dept /'A s s"" Fire-De AtA4eo 5- Y IS 2: Board of Health L Jam' TOWN OF BARNSTABLE :B.U.I.I.ding INE -� ,E 201201375. P rnnt [ � . BARNSTABLE, * Issue Date: 07/23/12 ` 9 MASS s6 g9. �� Applicant: Permit Number: B. 20121707 ArF p A Proposed Use: SINGLE FAMILY HOME Expiration Date: .01/20/13 Location 153 FREEZER ROAD Zoning District MB-EPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 301006 Permit Fee$ 3,570.00 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 700,000, APPROVED PLANS MUST BE.RETAINED ON JOB AND Remarks I FOUNDATION&BUILDING PERMIT FOR NEW HOUSE 3 BEDROOM HOWY8 CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: STUBORN LP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL INSPECTION HAS BEEN MADE. Address: 297 NORTH ST HYANNIS,MA 02601 Application Entered by: PF Building Permit Issued By: zs THIS PERMIT'CONVEYB NO RIGHT,TO OCCUPY•ANY STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF EITIffiR TEMPORAMY OR PERMANEN LY 'ENCROACHMENTS EN PIIBLIC PROPER Y•NO SPECIFICALLY PERMITTED UNDER THE CODE MUST BE.APPROVED BY TIC JURISDICTION.'STREET OR ALLEY GRADES AS WELL AS DEPTH AND I OCATION OF PUBLIC. "BRS.MAY EE OBTAINED FROM THE.DEPARTMENT'OF PUBLIC:WORKS TETE ISSL`gNCE OF THIS PERMIT DOES NOT RELEASE THE`APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION ` RESTRICTIONS:, MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE-PERMIT IS ISSUED AS NOTED ABOVE. CTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL a.I42A). PERSONS CONTRACTING WITH UNREGISTERED CONTRA ' o r IMF M BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1� ,�` � D/C � �/—ZI—✓Z 1�U��r �.(��.j�lv � /D/23 �'Z 2 LL F—T 2 i ✓ — ` I Heating Inspection A provals ngin ring Dept 3 [� w � "Bo . f2� S �� 2 a of Health Fire Dep t` Ap'(/"�� / 3 ,. ' r b _ .. �t Town of Barnstable Regulatory Services • snxtvsr Thomas F.Geiler,Director MM& 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 HOMEOWNER.LICENSE EXEMPTION Please Print DATE: JOB LOCATION: �� z,-�h► �� number street ' village "HOMEOWNER": name `J home phone# S work phone# CURRENT MAILING ADDRESS: Al city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)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 l09.1.1) F The undersigned"homeowner"assumes responsibility for compliance with the.State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require nts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 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 responsibilitiessof a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15).This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i . �*"�a ; Town of Barnstable Regulatory Services a�axsr ax. W+es Thomas F.Geiler,Director 639. &1 r 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 w .Property Owner Must Complete and Sigpjhis Section If Usin"a A Builder'*''* as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of 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 utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date t Q:FORMS:OWNERPEP MISSI0NP00IS PROTECT NAME: 0 ADDRESS: PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX /D / Data entered. -in.MAPS program on: ld 41fi BY: Page I of I � .Tresa Busby From;,: DavidSig| [dhodenigno@hutmoiicun] / | Sent: ThursUoy, July 1Q. 201211:4OAM To: aahain.ho|ly@kxyrizonoot Subject: Fire 8n[erationWall Attachments: Borob*nDvvaU iPDF Hi Stu, Attached is 5K2 showing the fire separation wall, as well as, the floor area that will be separated from the main house. Also included isasquare footage calculation for the main house and guest house. Aa far asthe lower floor being labeled as a basement, that had to be done based on the elevated planting bed being considered top of grade. Otherwise it would have been considered an additional story and would not bepermitted. Thanks, Dave 7/19/2012 � | ~~~ � � � � ` .� � SUB FOYER , 1 HR FIRE RATED FLOOR ASSEMBLY, 115 CN SHOWN HATCHED.1 00. GA FILE NO. FC 5000 -5 1/2" Di S 7'_ 71 DESIGNS INC. 5 - A 1HR FIRE RATED DWELLING i I MECH --BUILD SEPARATION WALL As TO UNDERSIDE OF ROOF ............ SHEATHING ABOVE.GA FILE 116 NO.WP 3605' DECK 16 I I bc E GLASS THIS WINDOW ONLY !1131 14 FIRE-. 10,RATED DOOR 0" .......... (1.17B) O10, BUILT-IN SEE LATER DETAIL 1 17b, I FIRST FDOOR FIRE SEPARATION 1/4" = 1 BORNSTEIN FREEZER ROAD GROSS FLOOR AREA: BARNSTABLE, MA. ALL WALLS AND UTILITY SPACES INCLUDED. 07/19/12 MAIN HOUSE: GUEST HOUSE: LOWER FLOOR= 4,599.0 SQ. FT. FIRST FLOOR= 936.0 SQ. FT. FIRST FLOOR= 4,412.0 SQ. FT. SECOND FLOOR= 1_157.0 SQ. FT, SK-2 SECOND FLOOR= 3,755.0 SQ. FT. TOTAL= 2,093.0 SQ. FT. TOTAL-- 1.2,766.0 SQ. FT. 1/41# = 1 I-Olt Page 1 of 1 Tresa Busby From: Henry Bobek[bobekh@aol.com] Sent: Thursday, July 05, 20'12 10:23 AM To: astein.holly@verizon.net; rick.tdgstructural@comcast.net; tdgstructural@comcast.net Subject: Bornstein Residence Garage Grade Stuart, As discussed 7/05/12 the flat grade for garage beneath 2" rigid insulation is EL. 17'-3 1/2" Garage Slab Low Point (at drain) is EL. 17'-9 1/2" Bottom of Garage Slab Low Point (at drain) is EL. 17'-5 1/2" (4" concrete slab) Top of Compacted grade (beneath 2" rigid insulation) is EL. 17'-3 1/2". NOTE: This information is based on providing a flat bottom of garage slab with a 4" thickness at the floor drains. The slab thickens to 6 1/2" at High Point (EL. 18'-0") at wall edges & Overhead Garage Door location. Henry Bobek The Dempsey Group 4, ZZ 7/18/2012 • W y Mill Building Unit 1 CN PO Box 809 Woodstock Vermont 05091 617.266.4498 DHS DESIGNS INC July 18, 2012 Paul Roma, Building Inspector Tom Perry, CBO Town of Barnstable 200 Main Street Hyannis, MA 02061 Re: 153 Freezer Road, Barnstable, MA Dear Paul, My client Stuart Bornstein has asked me to respond to your letter dated July 12th, 2012 regarding non issue of.a building permit due to missing information. I'm responding in particular to the requirement for Section R313.2 of the MA amendments below: R313.2 One-and Two-family Dwellings Automatic Fire Sprinkler Systems. Only one-and two-family dwellings having an aggregate area greater than 14,400 square feet shall have fire sprinklers installed in accordance with NFPA 13D. Aggregate area for the purpose of this section shall include basements but not garages and unfinished attics. Additions to such dwellings with automatic sprinkler systems shall have automatic sprinklers installed in accordance with NFPA 13D. r The proposed designs lower floor has always been, and will always be used as a garage. There is some incidental spaces used as circulation to the first floor, as well as, mechanical space. However, even with this space factored in, the total square footage is well below the threshold of 14,400 square feet triggering a sprinkler system. Should your office have any further questions, feel free to contact me at 617-266-4488. S incerely, David H Sigl, Principal Samuel M Purvis IV AIA NCARB LEED AP Page of Page 1 of 1 p Ttesa Busby From: Henry Bobek [bobekh@aol.com] Sent: Thursday, July 05, 2012 10:04 AM To: astein.holly@verizon.net Subject: Slab Pitch Diagram for Bornstein Residence Attachments: Bornstein_Slab_Pitch_Diagram_7-05-12.pdf Attached is the slab drawing that we spoke about yesterday. Note that it indicates a maximum run for the floor drain. -Thanks, Henry Bobek The Dempsey Group I 7/1.8/2012 S r� I PLANTER DECK OVER GRAVEL / LP EL. 1 '-9 1/2"OL lu d c!� =EL. 11 i 1/2" i EL. 1�'- wlu HIGHPOINT EL. I8'-0' FOLLOW HATCH) w � a LP ' p EL ' 1/2" FLAT RAISED u - EL. 18'-(o p Q Ate- —1U w FLAT L. 11'TII° EL. 18'-0" C� MAXIMUM RUN FLR DRAIN TO OH GAR DR FOUNDATION WALL ±8O'-O" ��,, STEP DNTO EL. IS -0" HIGH POINT >. FLAT 5L A5 FITCH DIAGfRAM EL. 11'-I1 1/2" EL. 18'-0" NO SCALE FLAT RAISED EL. 19'-0" ,THE DEMPSEY GROUP, INC. BGRNSTEIN RESIDENCE 8 BEAUM❑NTS POND DRIVE F❑XB❑R❑, MA 02035 153 FREEZER ROAD (508) 543-5499 Job, No, Date Drawn. ❑hecked; BARNSTABLE, MA 11290 07/05/12 HB RJD THE DEMPSEY GROUP, INC. 8 Beaumonts Pond Drive Foxboro, MA 02035 Tel. (508) 543-5499 STRUCTURAL ENGINEERING CONSULTING CIVIL ENGINEERING INVESTIGATIONS REPORTS October 02,2012 Mr.Paul Roma Building Inspector Town of Barnstable C/o Stuart Bornstein Holly Management&Supply Corp. 297 North Street Hyannis,MA 02601 Re: Bornstein Residence- 153 Freezer Road-Barnstable ' 15,000+/-Square Foot'Timber and Steel Framed Residence 780CMR-Section 107.6.2-Registered Design Professional Services Construction Compliance Affidavit TDG#11290 Dear Mr. Roma, In accordance with 780 CMR S`h edition,Section 107.6.2.2,the undersigned or his designee was"present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work to determine...: that... the(structural)work...was... being performed in a.manner consistent with the construction documents"and.780 CMR: Respectfully, THE DEMPSEY GROUP,INC. Richard J. e s ,P. E. President (N.CFbigssP a RICHARD J� . - DEMPSEY " STRUCTURAL;: ' , -Z .� No.29173 ors � . GISTS Ss�ONAL w Z-5 ,r'V Ln �i N O .n a- o Z - o Ly (r� CD p co ro N C3 M- N. r Ln O XX 3 3 S Ilk) 00 C3 Z POST V O BL SIDE G OF IN �� �� fiA fip w d L"O w JOIST BAY. PROVIDE J�� BRACE BOTH SIDES OF POST V/ ¢ ��yy BRACE BOTH SIDES ff Q A SINPSON ABU66 a a BLOCIQNG IN JOIST BAY. PROVIDE POST V/ BLOCKING IN 3 w D- STANDOFF POST BASE h��\ ham~\ SIMPSON ABU66 STANDOFF POST BASE pdA pdo JOIST BAY. PROVIDE A+ A+ SINPSON ABU66 Ln N C h��\ ham,\ 2'x6' PT STUD KNEEVALL E 16' OC 'Op 'O STANDOFF POST BASE c7 "o w U SMMN LUS210-2 1(�—- - - - - - -- - - - - - -- - L — C n (n< SIlPSON 1US210-2 X- frl � 1( ACE C ryp -MR 2'ALL / 5 O TI NST E DE IS TY DE SIS SIN S SS OR f �� s 1RO E E 16' ( - ' NT 6. ti 1( p l (3) PT DW Z �� 0 @16 06C )� M � D N z \\ l NOTEi CONFIRM DECK SYSTEM V/ �7 \ OVNER TO OBTAIN FINISHED r (NET) STEP DOVN OF 6' e f'l 70 70 3 p d l D d n \\�� J J� JL JL JL JL JL J JL J JL L \ / 3'45' /16' S UP \ / ty SEE I SE PLA DETA 'DD' S IEET S5 OR SK5 7 z PARTIAL FIRST FLOOR FRAMING PLAN SCALE: 3/1V' = T-0" / I r JIB LL L DLL / HANG IS S PSON NOTEI CONFIRM DECK SYSTEM W/ / SL EABL SKE L OWNER TO OBTAIN FINISHED (NET) STEP DOWN OF 6' /// 11-7/ 1 O / -14 I \ Q \ I \ I II 1F I I I I 1F F1 I i ( L 1 3/4' 111 8L I J I Cu II IIN iu J II IIN I M 240 PT @16' o.c. w pa ., TAPERED FROM 9-1/4'J JZJ L— TO 7-1/4' EXTERIOR — — � I I EDGE OF DECK C-2 i Cn y II ( I !, II \ J Z IILF J J ,. II J Cu n y it Cu I J II li n I � I II II I J —JL I II II PARTIAL SECOND FLOOR FRAMING PLAN SCALE: V4" = f-W' THE DEMPSEY GROUP, INC. BORNSTEIN RESIDENCE Drawing No, 8 BEAUMONTS POND DRIVE FOXBORO, MA 02035(508) 543-5499 153 FREEZER ROAD Job No. Date Drawn, Checked, BARNSTABLE, MA SK11 11290 108/25/121HB lRJD •` •` I r vn .1 I .1 1 .. . •I. I 1 � � I Q7' ..Ir,...�G���III■IIIIIII��.�....y• I. I 1 . � _ — _ _ II . /I C: 1 v h ':II 1 1 •, H' I . vl: 71 1 !7' .•III '•.: 1 �I , 1 1,. ,, �►. ► . ��♦ min �. �7' 1 � •II I I � I � . ' 70 Ell ` l pon,i' • ,•71 11,: is I v I V.v r 1 ♦ 1' `1/ 1 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB,No. 1660-00' vari>,,:,rtroo.ri,,.�t,rr,,,zr:t,o ,„r„ Important: Read the instructions on pages,9-9; Expiration Date:"July31,2`015 SECTION A—PROPERTY INFORMATION F61kf1NSURANCE COMPANI ,15E ' u� Al. Building Owners Name STUBORN LIMlTE6PARTNERSHIP PolicysNumher y�r ,,a A2. Building Street Address(includingApt.,Unit,Suite,and/or Bldg.No. or P.O.Route,and Box No: 153 FREEZER ROAD P 9 ) CoPanY gr a City.BARNSTABLE State MA ZIP Code 02630; A3. Property.Description(Lot and Block.Numbers;Tax Parcel Number,Legal Description,etc.) ASSESSORS MAP 301 PARCEL 6,DEED BOOK 12037,PAGE 2`57 A4, Building Use(e.g.,Residential,Non-Residential,"Addition,Accessory;etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.41.70725 Long:-70.30129` Horizontal Datum: ❑ NAD 1927;® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance, AT Building Diagram Number 7 AS. For a building with a crawlspace orenclosure(s): A9. Fora building with.an.attached garage: a) Square footage of crawlspace or enclosures) 4954 Sq it a) Square:'footage of attached.garage 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 0 within 1`.0 foot above adjacent grade, 0 c) Total net area of flood openings in A8.b 0, sq in c) Total net area of flood openings in A9 b 0 sq in d) Engineered flood openings3 ❑ Yes l No d) Engineered flood openings? ❑ Yes ® No SECTION B-.FLOOD INSURANCE RATE MATS(FIRM)INFORMATION i B1.NFIP Community Name&:Community Number B2.Counly Name B3.State- BARNSTABLE BARNSTABLE MASSACHUSETTS 84,Map/Panel Number B5.Suffix 86 FIRM Index Date 87.FIRM Panel B8.Flood 89.Base;Ftood Elevation(s)(Zone I 250001 0001 D 7-2-92 Effective/Revised Date Zone(s) AO,use base flood depth) j 7-2-92 A-5 12' j B10: Indicate the source of the Base Flood Elevation(BFE),data or base flood depth entered in Item.B9, ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other/Source:MASSACHUSETTS HIGHWAY DEPT. B11. Indicate elevation datum used for BFE in item B9 2) NGVD 1929 ❑' NAVD 1988. ❑ Other/Source: B12. Is the.building located in a Coastal Barrier Resources'System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes.. ❑ No Designation Date: ❑ CBRS ❑ OPA SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) - Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2: Elevations-Zones Al—A30,AE,AH,A(with BFE),VE,VI—V30;V(with BFE),AR;AR/A;ARIAE,AR/Al—A30 AR/AH,;ARIAO.Complete Items C2.a-h below according to the building diagram specified in item AT In Puerto Rico only,enter meters Benchmark Utilized:AE-84-MASS HIGHWAY Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a)through h),below. 2 NGVD 192.9 ❑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 enclosure floor) 12:8 ©feet ❑meters b)Top of the next higher floor .13.7 ®,feet. ❑meters: c) Bottom of the lowest horizontal structural member(V Zones only) N.A ®feet ❑meters d)Attached garage(top of stab) 12.8 ®feet" ❑meters e)Lowest elevation of machinery or equipment servicing the building 12.g ®feet ❑meters (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to,building(LAG) 12.6 ®;feet ❑meters g)Highest adjacent(finished)grade next.to building(HAG) 1_8:8 ®'feet ❑meters h)Lowest adjacent grade at lowest elevati of deck or stairs,including;structural support 12.6 ®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.1 certify.that the information on this Cerirficate represents my best effods to interpret the data available. t understand that any false statement may be punishable by fine or imprisonment under IS U.S. Code,Section 1001. �5 0 Check here if comments are provided on back-of form. Were latitude and longitude in Section A provided by a ❑' Check here if attachments. licensed land surveyor? ❑ Yes. ❑ "No Certifier's Narne:CRA1G A FIELD. License Number 38039 FIELD ;1 No.3=9 " Title LAND SURVEYOR CompanyName THE BSC GROUP,INC. Address 349ROUTE 28,UNIT D City WEST YARMOUTH State,MA ZIP Code 026T3 Signature '"� ` Date MAY 6,2013 T Telephone 508-778-8919 FEMA Form 086-0-33'(7/12) See reverse side for continuation. Replaces all previous.editions. r ;v ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANrUSE .buildingStreet Address(including Apt.,Unit,Suite,and/or Bldg;No: or P.O.Route and Box No. Pohc" 99 ) T--. M er.'� 153 FREEZER ROAD City BARNSTABLE State MA 71P Code 02630 Company'NAIC Number' SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments THE:LOWEST FLOOR IS ALSO THE GARAGE FLOOR AS IT 1S A DRIVE UNDER,GARAGE..THE NEXT HIGHEST'FLOOR INDICATED IS, THE GUEST WING THAT IS NOT OVER THE GARAGE.THE NEXT'HIGHEST'FLOOR IN THE MAIN PORTION..OF THE BUILDING,IS AT;ELEVATION 22:73.THE GUEST WING AND MAIN STRUCTURE ARE JOINED AT AN,UPPER LEVEL AND AN OPEN BREEZEWAY EXISTING'AT THE;LOWER l GRADE EVEL.THE SQUARE FOOTAGE OF CRAWL SPACE!ENCLOSURE IS THE ENTIRE LOWER LEVEL,WHICH ENCOMPASSES"THE GARAGE.. Signatures Date May 6,2013, SECTION E BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND:ZONE,,A(WITHOUT.BFE) For Zones AO and A(without BFE),;co.mptete ItemsE1—E5.If the Certificate'is intended to support a LOMMA 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 boxes to show whether the`elevation is above or belowahe highest adjacent: grade(HAG)and the lowest adjacent grade.(LAG). a)Top of bottom floor(including basement,.crawlspace,or enclosure)is [Ifeet ❑meters ❑ [Iabove or below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or'D .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 (elevation C2.b in the diagrams).ofthe building is ❑feet ❑ meters ❑above or❑below the HAG. E3. Attached:garage(top of slab)is ❑:feet ❑meters ❑above or ❑below the HAG: E4. Top of platform of machinery and/or equipment'servicing the building is ❑feet ❑meters [:),above or❑below the,HAG E5. Zone'AO only- If no flood depth number is available, is-the top of the bottom floor elevated in accordance with the community's floodpain 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 orcommuniiy-issued BFE) or Zone A0 must sign here.The statements in Sections A. B,and E are correct to the best of my knowledge: Property Owner's or Owner's Authorized.RepresentatiVe's Name Address City State ZIP. Code Signature Date Telephone 4� Comments ❑;:Check here if"attachments. SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who.is authorized by law or ordinance to'administer the community's floodplainmanagement ordinance,can complete Sections A,B,C,(or E),and.G of this Elevation Certificate..Complete the applicable item(sj 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'su'Neyor;:engine6e,.,or;architectWho is authorized by law:to certify elevation information. (Indicate the source and date of.the.elevation data in the Comments area below:) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or'Zone AO,. G3.❑ The following'information(Items G4=G10)is provided for community floodplain'management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement .G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in.Zone AO.)depth of flooding at.the building site: El feet ❑meters Datum G10.Community's design flood elevation: ❑feet [I meters Datum Local Official's Name Title Community,Name Telephone Signature Date Comments ❑;Check here if attachments. FEMA Form 086-0-33(7112) Replaces,aii;preyiotls editions.. f oFt Town of Barnstable Regulatory Services r a • s • &UMSfABLE, • MASS. Thomas F. Geiler,Director i63� ♦� ' AtF1639. A Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barn stable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 12, 2012 Mr. Stuart Bornstein 297 North Street Hyannis, MA 02601 Re 153 Freezer Road, Barnstable,MA Dear Mr. Bornstein, On March 13, 2012, application was made to build a single family residence at the above referenced address. On March 20, 2012 a Foundation Only permit was issued for the main house. The remainder of the permit could not be issued because of lacking requisite documentation. Information referred to in the Zoning Board Decision and the approved Old King's Highway plan has been supplied during the last several days. However, the permit still cannot be issued. Specifically, still missing is information demonstrating compliance with 2009 IECC Table 402.1.1(insulation/fenestration), CMR 780, Section R313.2 of the MA amendments (sprinklers), Section 301.2.1.2, (window protection), and details on nailing patterns/spacing. Please clarify the upside down hanger on page S-6, section K and also please be advised that all information must be supplied before the application process can continue. If you have any questions or feel aggrieved by this decision, please contact this office. Sincerely, Paul Roma Local Inspector QUITCLAIM DEED —; CANAL MARINE INC., a Massachusetts Corporation with offices at 194 Mitchell Way, Hyannis, Massachusetts grants to STUBORN LIMITED PARTNERSHIP, a Massachusetts Limited - 4 Partnership with offices at 297 North Street, Hyannis, Massachusetts, for consideration of EIGHT HUNDRED FIFTY THOUSAND($850,000.00)DOLLARS,with quitclaim covenants all right,title and interest in and to the land, with the buildings thereon, in Barnstable, Barnstable County, - Massachusetts,all as shown on plan of land entitled"PLAN OF LAND IN BARNSTABLE UNITED CAPE COD CRANBERRY CO. M.T. Shaw- Halifax - R.L.S. 16 May 1967, Scale: 1" - 40 Ft." together with all appurtenant rights. Said plan was recorded in Plan Book 220, Page 85, Barnstable County Registry Of Deeds., as more particularly described in Exhibit A. For title, reference is made to deed from UNITED CAPE COD CRANBERRY CO., also known as UNITED CAPE COD CRANBERRY COMPANY,dated May 22, 1968 and recorded with Barnstable Registry of Deeds at Book 1402 Page 224. This conveyance does not constitute a sale of all or substantially all of the assets of Canal Marine Inc. ' Executed as a sealed instrument this l day of t^ebroo-'r , 1999. CANAL MARINE INC. - • By: Heather J. B ett, Clerk COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. 9 Then personally appeared the above-named Heather J. Bassett and acknowledged the foregoing to be her free act and that of Canal Marine Inc., before me Notary Public Pf ii.,p My Commission Expires: A f p ' zodv e EXHIBIT A The land with the buildings thereon situated in �. Barnstable, Barnstable County, Massachusetts, more particularly y. described as follows: PARCEL 1 SOUTHERLY by Freezer Road and land now or formerly of Barnstable Marine Service; NORTHWESTERLY by Rendezvous Creeks ' EASTERLY by other land of Canal Marine,Inc., five hundred thirty (530) feet, more or less E The above described parcel is conveyed subject to a right of way t ' 40 feet in width over the southeasterly corner of sal ce as own on hereinafter mentioned plan, to and from Freezer Road and other land of the said Canal Marine,Inc. I � j PARCEL 2 WESTERLY by Parcel 1 above set forth; NORTHERLY, V I NNORTHEASTERLYr RL_ and +t- EASTERLY by Maraspin Creek; SOUTHERLY by land of Barnstable Marine Service. ) The above described parcel is conveyed together with a ri ht of way 40 feet in width over the southeasterly corner of sad Pnrce to om .e gran ed premises and Freezer Road, I , The above described parcels are shown in part on a .plan entitled 1 "Plan cf Land in Barnstable United Cape Cod Crenaberry Co. Inc. M.T.Shaw - Halifax - R.L.S. 16 May 1967 Scale: 1" - 40'," which said .plan is duly filed with Barnstable County Registry of -Deeds ` in Plan Book 220, Page 85. 3 G r i Gr 7 f - ffi, (...:.. Bk 25T`3 P:9157 _461258 , 5- 1'2-05-201 1 12 = 21D :e�grAl=: Town of Barnstable Zoning Board of Appeals Decision and Notice Variance No. 2011-008-Stuborn, Limited.Partnership - ' Section 240-23- Permitted Uses For a single-family residential dwelling in the MB-B District Summary: Granted with Conditions r- Petitioner: Stuborn,Limited Partnership , "n Property Address: 153 Freezer Road, Barnstable } Assessor's Map/Parcel: Map 301 Parcel 006 Zoning: MB-B Marine Business B District Decision Date: October 26, 2011 Recording Information:. Deed: Book 12037 Page 257 Plan: Book 220 Page 85 Background In Special Permit 2011-008, the applicant, Stuborn Limited Partnership, sought a variance from Section 240-43 Permitted Uses in the MB-B Marine Business B District to permit single-family residential use and the construction of a 14,859 square foot dwelling and accessory uses on a property commonly known as "Freezer Point." The subject property is located at 153 Freezer Road in Barnstable Village and is shown on Assessor's Map 301 as Parcel 006. The locus is a small peninsula of land bordered by Maraspin Creek on the east and Rendezvous Creek on the west. Historical uses of the property include a shipyard, an industrial fish-freezing business, and the cold-storage of cranberries. The property presently contains a structure, formally for residential use, which was constructed on the property in 1932. The MB-B District encompasses parcels on and around Barnstable Harbor, and permits a variety of water-dependent uses, including marinas and retail sales of marine-related products and fish and shellfish. Residential use of the subject property became non- conforming when the property was rezoned in 1965 to the Barnstable Village Marine Business District. On May 25, 2011 the Board denied a special permit request by the Applicant (No. 2011-007)which sought to expand the preexisting non-conforming- residential use and construct the proposed dwelling. The Board denied the request based on the finding that the pre-existing nonconforming residential use had been lost, as the property had ceased to be used for residential purposes. In this appeal, the Applicant requested a use variance as provided for by §240- 125(B) 1 e . As stated in the application, "the A( )O pp Applicant seeks a use varia nce ance to allow it to demolish and remove the majority of the existing house and construct a new 6 bedroom single-family residence with an attached garage and attached guest house on the _ t Town of Barnstable Zoning Board of Appeals—Decision and Notice Stubom, Limited Partnership—Variance No.2011-008 premises. Applicant will keep the original portion of the existing house (approximately 1,000 sq.ft.) per order of the Old King's Highway Regional Historic District Commission." Procedural & Hearing Summary Appeal No. 2011-008 fora use variance for single-family residential use and construction , of a 14,859 square foot dwelling was filed at the Town Clerk's Office on March 9, 2011. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened on May 25, 2011, and continued to July 13, 2011, August 10, 2011, September 14, 2011 and October 26, 2011, at which time the Board found to grant the variance subject to conditions. Board Members deciding this appeal were Board Chair Laura F. Shufelt William H. Newton Craig G. Larson, Michael P. Hersey, and George T. Zevitas. The hearing was opened on May 25, 2011 and Attorney John Kenney represented the Applicant before the Board. Also present were Stuart and Jamila Bornstein, Kieran Healy from BSC Group and Norman Hayes, a wetland scientist. Attorney Kenney, Norman Hayes;and Kieran Healey provided an overview of the property and the project proposed by Stuborn, LP. Attorney Kenney provided the Board with a.history of zoning and residential use on the property. Norman Hayes discussed proposed wetland impacts, mitigation, and environmental clean- up. He stated the property contained various regulatory wetland resource areas and two coastal banks. Kieran Healy provided a summary of the soils, shape and topography of the property. He stated the dwelling would have to be elevated above the base flood elevation and that the foundation would have to be on pilings. Attorney Kenney addressed the introduction of a residential use into the Marine Business District. He discussed the property's location at the end of Freezer Road and the hardship involved with developing a waterfront property with a high land value. He explained that to accomplish a commercial development in the MB-B district, an anticipated project would have to be in excess of 10,000 square feet, given the cost of land; once a commercial project exceeds 10,000 square feet, it is within Cape Cod Commission jurisdiction. He read the uses under the MB-B zoning district and cited a proposed marine use for the property with 50 boat slips. He referred to a letter from the Cape Cod Commission regarding the 50 slip marina and the excessive trip generation it would produce. Attorney Kenney read from the Barnstable Village Plan and discussed how the proposed residential project would have the least impact on.the area and not contribute to overbuilding of the harbor or to,parking or traffic concerns. Consistency with the Comprehensive.Plan and Barnstable Village Plan were discussed. Attorney Kenney stated that permitted uses in the MB-B district are seasonal uses and not economically feasible for the applicant. Public comment was requested. Attorney Joseph Berlandi, representing a group of concerned citizens, spoke to the three-prong test for granting a variance and addressed the Applicant's knowledge of the zoning prior to purchasing the property. He discussed how the MB-B zoning was key to preserving the harbor. Ann Canedy, Town Councilor, spoke in . opposition to the request and addressed the history of marine use on the property and 'past village opposition to non-commercial use of the property. Mark Santos and Lenny Clark 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Stubom, Limited Partnership—Variance No.2011-008 spoke in opposition to the request. The Board Chair read letters submitted for the record, both in favor and in opposition to the request. The hearing was reopened on July 13, 2011. Attorney Kenney addressed rumors and fears about the proposal and the possibility of the use variance opening the door for a 40B development. In response to those concerns, the applicant proposed placing a conservation restriction on the undeveloped portion of the site. Attorney Kenney indicated that the applicant would agree to establishing a building envelope and then restricting further building on the remainder of the property. He indicated the applicant would not be amenable to offering public access to the property or waterfront. Kieran Healey, BSC Group, spoke about the design of the proposed dwelling. He explained the tidal datum shown on the proposed plan, clarifying that a Mean Low Water datum was used, as opposed to NGVD datum. He explained the proposed foundation is in the flood zone at MLW elevation 17 and the garage floor is at MLW elevation 18. He cited FEMA's recommendation that all enclosed space should be above the base flood elevation. He entered renderings of the house into the record. He clarified that the house would be constructed in an area that is already disturbed. Norman Hayes spoke about retention of existing trees and other vegetation on the site and the removal of invasive species. He also provided calculations to confirm the accuracy of the FEMA base flood elevation. David Sigl of DSH Building Designs was present for the Applicant. Mr. Sigl indicated that they revised the house plans and presented Scheme 11 for the record. He stated that by altering the roof pitch, the total height to the main ridge could be reduced to 36.6 feet in height. Attorney Kenney spoke about the existing building on the property, the Captain Jerald Fish House. He explained that they are required to have a certified historic architect on site to decide what parts of the structure can be saved. He stated the proposed use of the structure would be for an accessory garden storage shed and that it would not be habitable. Attorney Kenney addressed other proposed accessory uses on the site, including a personal marina and a small shed near'the marina for storage of items such as life jackets. He clarified this proposal had not yet been reviewed by the Conservation Commission, but the Applicant understood this would be required. The Board Chair again requested public comment. Attorney Joseph Berlandi spoke in opposition to the request. Frank'Hinckley, former Chair of the Planning Board (1965) spoke about the community's desire to preserve access to the water. Robert Ambrose and Mark Santos spoke in opposition. Attorney James Connors, representing Brian and Kathy Hickey, addressed the Board regarding an easement claim on the subject property. John Julius spoke in favor of the Applicant. Attorney Kenney indicated that in 1999, Freezer Road was named a scenic road and the Regional Policy Plan does not allow the expansion of scenic roads in historic districts. In order to do a marina use, they would have to go to the Cape Cod Commission to show that the 14 foot wide road could handle 500 trips on the weekday and 700 trips on the weekend ' with people towing boats through a residential area. He also discussed the zoning amendment that prohibits chain stores in the MB-B, which was adopted after the applicant purchased the property. 3 Town of Barnstable Zoning Board of Appeals—Decision and Notice Stuborn, Limited Partnership—Variance No.2011-008 On August 10, 2011, the hearing was continued because all Board members sitting were not present. The hearing was reopened on September 14, 2011. Board member Michael P. Hersey submitted a Confirmation of Evidential Review pursuant to MGL Chapter 39 Section 23D and Section 37-8 of the Town Code, as he was not present at the hearing on July 13, 2011. Attorney Kenney addressed several new items for the record. There was extensive discussion about the wharf on the property. The Board confirmed the wharf was for the owner's personal use and that it required additional permitting through other Town departments and agencies. The Board Chair confirmed that the existing Chapter 91 license for the wharf permitted public access. The Applicant confirmed that he would be willing to relinquish the ability to use the wharf for commercial purposes and it would only be for his personal use. Public comment was requested and Attorney Joe Berlandi spoke in opposition to the request.'John Julius spoke in favor. On October 26, 2011, the hearing was reopened. The Board Chair noted additional public comments received. Attorney Kenney addressed an easement claim submitted by Brian and Karen Hickey, and historic property conveyances by Alfred Crocker, as they related to reservation of easement rights. Procedural requirements for acceptance of a conservation restriction were discussed. The Board voted to close the public hearing on October 26, 2011. Findings of Fact At the October 26, 2011 hearing, the Board unanimously made the following findings of fact: 1. Stuborn Limited Partnership, Stuart Bornstein, General Partner, has applied for a variance to §240-23 Marine Business B District-Permitted Uses. The applicant is requesting a variance to allow.a single-family residential dwelling in the MB-B District. The applicant has proposed construction of a new, six bedroom, single-family residence with an attached garage and attached guesthouse on the property. 2. The property is addressed 153 Freezer Road, Barnstable, MA and is shown on Assessor's Map 301 as Parcel 006. 3. The subject property is zoned Marine Business B (MB-B) zoning district. Single-family residential dwellings are not a principal permitted use in the district. 4. The Applicant submitted a proposed'plan for development of the property entitled "Plan of Land 153 Freezer Road in.Barnstable Massachusetts, Proposed Site Plan", drawn and stamped by BSC Group, dated December 24, 2009 and last revised September 5, 2011 (hereinafter referred to as "Proposed Site Plan"). The property is proposed to be developed in conformance with this plan. 4 Town of Bamstable Zoning Board of Appeals—Decision and Notice Stubom, Limited Partnership—Variance No.2011008 Site 5. The subject property is a triangular-shaped peninsula of land bounded by.Maraspin . Creek on the east, Rendezvous Creek on the west, and Barnstable Harbor on the North. According to a boundary plan submitted by the Applicant entitled "Plan of Land, 153 Freezer Road in Barnstable, MA', drawn and stamped by BSC Group dated December 24, 2009, last revised May 27, 2011, Pg. 3., of the 7 acres of property, as assessed by the Town; 2.82 acres are upland as defined by the Zoning Code. 6. Approximately the northern one-third of the site consists of salt marsh and is subject to E regular tidal flooding. .The northern portion of the site is also within a FEMA V'Velocity Zone. Vegetated wetlands extend further into the site on all three sides of the property. 7. A soil survey for the property conducted by ENSR for the Barnstable Planning. Department, dated October 1, 1999, classifies the majority of soils on the subject property as artificial fill, underlain by salt marsh peat. There is also a coastal bank on the property, with land seaward subject to coastal storm flowage. There are historic filled tidelands on the property, subject to public trust rights under M.G.L. Chapter 91. The jurisdictional historic high water line is shown on the Proposed Site Plan. 8. Areas of the property along Maraspin Creek, north of the existing licensed wharf, have been shown to have high suitability for shellfish. Northern portions of the property are within an Area of Critical Environmental Concern (Sandy Neck Barrier Beach System) and within the National Heritage and Endangered Species Program BioMap Core Habitat. 9. The site contains remnants of demolished commercial structures on the property, including a 9,100 square foot and a 7,250 square foot concrete slab. The locations of these remnants are depicted on the Proposed Site Plan as "former wood-framed warehouse building slab" and "concrete slab ±9,100 S.F. to be removed.". 10. The site is currently developed with a structure formerly used for residential purposes. The Massachusetts Historical Commission Form B inventory sheet indicates that the ' structure was built as a fish house in the late 1800's and moved to its current location and converted into a dwelling unit in 1932. The structure is labeled on the plan as "2- story wood framed 2-family building" and "historical portion of dwelling to remain". Proposal 11. During the hearing, the applicant submitted revised elevations for the principal dwelling, entitled "New Residence, Scheme 11, Freezer Road Barnstable Massachusetts", and dated July 13, 2011, drawn by David H. Sigl. The principal dwelling is proposed to be constructed in conformance with these elevations. 12. Scheme 11 of these elevations proposes to reduce the overall height of the single family principal dwelling by three feet, six inches over what was originally proposed and approved by the Old King's Highway Regional Historic District Commission. At the hearing, David Sigl, architect, stated the reduction in height was achieved by reducing the roof pitch. The drawings show the overall proposed height of the structure from the proposed basement grade at elevation 18.0 to ridge as 36 feet 7 inches. 5 Town of Barnstable Zoning Board of Appeals—Decision and Notice Stubom, Limited Partnership—Variance No.2011-008 13. At the hearing, the Applicant submitted a document entitled 153 Freezer Road Scheme 10 Square Footage Calculations" that states the proposed single-family home will have 14,859 square feet of gross floor area. The applicant testified that revised Scheme 11 Building Elevations do not change this proposed square footage of the dwelling. 14. The lot coverage of the proposed dwelling and accessory structures is approximately 9 P P 9 rY PP Y 5.3 percent of the total upland area of the site, calculated pursuant to the definitions of Wetlands and Lot Coverage in Zoning Code Section 240-128. 15.=On October 13, 2010, the Regional Committee of the Old King's Highway Regional Historic District Commission OKH issued Certificate of Appropriateness a rovin the approving design fora new residence on the property, labeled Scheme 10. This decision annulled the Town Committee's vote to deny the application,which cited concerns over the exposed foundation and the building height in relation to surrounding commercial structures. The elevations labeled Scheme 11 have not been reviewed by the Old 'King's Highway Regional Historic District Commission or the Barnstable Old King's Highway Historic District Committee. 16. A letter submitted for the record from Building Commissioner Tom Perry, dated April 22, 2011 confirms that the proposed dwelling, as depicted by the architectural renderings prepared by David.H. Sigl labeled 'Scheme 10', dated 4/1/2010, is a two- story dwelling and is in compliance with the height restrictions in the Zoning Ordinance. Both the MB-B District and the adjacent RF-1 district establish a maximum height requirement of 30 feet, as measured from grade to plate. The renderings labeled 'Scheme 11' do not alter the dimensions of the dwelling from grade to plate. Uses and Structures Accessory to the Proposed Single Family Dwelling 17. On June 22, 2011, the Barnstable Old King's Highway Historic District Committee approved a Certificate of Demolition for partial demolition of the existing structure, known as Captain Jerauld Fish House, subject to the requirement that the Applicant retain the historic front portion of the structure. Per the Commission's decision,.the Applicant is required to retain a Certified Historic Preservation Consultant to oversee the partial demolition of the structure. In the Applicant's estimation, the portion of this historic structure to remain will be between 960 and 980 square feet in area on the first floor, with second story of approximately 820 square feet. This structure is labeled on the Proposed Site Plan as "2-story wood framed 2 family building'; the plan also indicates the approximate footprint of the "historical portion of dwelling to remain." 18. At the hearings, the Applicant.testified that the post-demolition proposed use of this structure would be for an accessory shed for the storage of lawn and garden equipment. ' . 19. On April 21, 2010, the Applicant was issued an Order of Conditions from the Barnstable Conservation Commission, recorded at the Barnstable County Registry of Deeds as Book 24592, Page 16, approving a proposed site plan entitled "Plan of Land 153 Freezer Road in Barnstable Massachusetts, Proposed Site Plan", drawn and stamped by BSC Group, Craig A. Field, PLS, dated December 24, 2009, last revised March 29, ' 6 . t Town of Barnstable Zoning Board of Appeals—Decision and Notice Stuborn,Limited Partnership—Variance No.2011-008 2010. To mitigate the disturbance of wetlands, the approved plan proposes clean-up and removal of concrete, debris, and invasive species, and site restoration and replanting of native species, as described in a letter from Kieran Healy, PLS to Conservation Division Director Rob Gatewood dated April 15, 2010. 20. On the property there is an existing wharf and concrete bulkhead that provides access to Maraspin Creek. The Applicant has a Chapter 91 License, No. 11070, recorded in Book 20834, Page 200, to maintain the existing stone revetment and wharf, and to use the structures for commercial and non-commercial docking and boating access. 21. The Applicant testified that the associated moorings/piers for the boat shown in red on the Proposed Site Plan are proposed to be.removed, and that the removal would improve navigation within the Maraspin Creek channel. The Applicant indicated that it was their intention to use the wharf for their private, non-commercial use and that Conservation Commission, Massachusetts Department of Environmental Protection, Massachusetts,Environmental Policy Act, and U.S. Army Corps of Engineers permits would be required to make alterations to the wharf. 22. At the hearing, the Applicant proposed a water-dependent accessory structure on the property for the storage of items used in conjunction with the property owner's boats. The dimensions of the accessory structure are proposed to be up to 12 feet by 15 feet. The accessory structure is identified on the Proposed Site Plan as "Proposed Storage Shed" and also referred to as a "Boat Supply Shed". Access 23. The property is accessed by Freezer Road, which is a designated Scenic Road, regulated under Section Chapter 180 of the Barnstable Town Code. 24. At the hearing, the Applicant provided testimony that the width of the Town-owned Freezer Road layout is fourteen feet and that the narrow road layout presents constraints to the substantial widening of the road to support commercial use of the property. Alternate Uses Previously Proposed 25. The Applicant submitted documents into the record from the Cape Cod Commission, the Division of Marine Fisheries, the Office of Coastal Zone Management, and the Department of Conservation and Recreation, dated between February 3, 2009 and February 10, 2009, commenting on an Environmental Notification Form submitted by the Applicant.for proposed dredging of 10,000 cubic yards of material from Maraspin 9. 9 Y p Creek and development of a 50-slip commercial marina. The documents provide an overview of the regulatory requirements for the proposed dredging and marina construction. 26. The property is subject.to an array of environmental constraints and local, regional, state and federal regulatory requirements. Development on the property that would trigger thresholds set by the Cape Cod Commission Act would. require review as a Development of Regional Impact by the Cape Cod Commission. The applicant testified that the regulatory requirements for non-residential development on the property are 7 Town of Barnstable Zoning Board of Appeals—Decision and Notice Stubom, Limited Partnership—Variance No.2011-008 ,likely to create a significant impediment to use of the land as a result of increased development costs and lengthy development timeframes. 27. On March 18, 2010, the MB-B Marine Business B Zoning District was amended to include Section 240-23(E), which prohibits"formula businesses" and "corporate branding", as defined within said Section. The Applicant repeatedly stated that it would be a significant hardship for any independent business to bear the costs of developing the subject property, given the environmental constraints and permitting requirements that has been testified to herein. Bulk Regulations 28. The proposed residential use of the property provides the basis to apply Zoning Code sections applicable to residential development to the subject property. Application of residential zoning code requirements will ensure that the scale of development and intensity of use is comparable to neighboring residentially zoned land. Specifically, the following sections are found to be applicable: a. Section 240-7(F)(1) Number of buildings allowed per lot, which requires that that only one principal permitted building shall be located on a lot. b. The bulk and dimensional requirements of Section 240-13 RF-1 Residential District. The RF-1 District is the residential zoning district immediately adjacent to the MB-B District to the west. Properties directly across from Rendezvous Creek are zoned RF-1 and share a similar setting and visual character with the subject property. The "Proposed Site Plan" demonstrates compliance with the above-cited Zoning Code Sections. 29. The proposed dwelling is subject to the requirements of Section 240-7(G) Setbacks from wetlands/great ponds. The Proposed Site Plan depicts the proposed dwelling in compliance with the required 35 foot setback from wetlands. 30. The applicant has proposed to record a Conservation Restriction and reciprocal private covenants on the property that will limit the development of the subject property to that shown on the Proposed Site Plan. These restrictions were proposed by the Applicant to ensure that the undeveloped portion of the property will remain undeveloped in perpetuity, thus preserving the unique and fragile environmental condition of the property and limiting future incongruous development. Required Variance Findings 31. There exist circumstances related to soil conditions, shape, or topography of the subject land and structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. 32. A literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise to the applicant. - 8 S PO o(� TO t S S v� Town of Barnstable Zoning Board of Appeals—Decision and Notice Stuborn, Limited Partnership—Variance No.2011-008 33. The desirable relief may be granted without substantial detriment to the.public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. The vote on the findings was as follows: AYE: Board Chair Laura F. Shufelt,.William H. Newton, Craig G. Larson, Michael P. Hersey, and George T. Zevitas. NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Variance No. 2011-008 to Stuborn, LP for a use variance in the MB-B District to allow for.single-family residential use, and associated dwelling, at 153 Freezer Road, subject to the following_ conditions: f! y� 1: This Variance is granted for single-family residential use and construction of an associated dwelling in the MB-B `Marine Business B District' at 153 Freezer Road in f Barnstable, MA, shown on Assessor's Map 301 as Parcel 006. This variance shall apply to all portions of said roe shown on the Ian entitled "Plan of Land 153 property rtY P, , Freezer Road in Barnstable, MA", drawn and stamped by BSC Group dated _ December 24, 2009, last revised May 27, 2011, Pg. 3. 2. The single-family residential dwelling and all other accessory structures shall be developed in compliance with the plan entitled"Proposed Site Plan, 153 Freezer Road in Barnstable, Massachusetts", drawn and stamped by BSC Group, dated December 24, 2009, last revised September 5, 2011 (hereinafter referred to as "Proposed Site Plan"). r� 3. The dwelling shall be constructed in conformance with the elevations entitled "New l Residence, Scheme 11', Freezer Road, Barnstable, Massachusetts", drawn by David H. Sig[ dated July 13, 2011. M 4. The guest quarters incorporated in the single-family dwelling structure shall not:be rented, leased, sublet, or otherwise occupied beyond the accessory, incidental, and temporary use by family and guests of the property owner. The Applicant shall file an annual affidavit with the Building Commissioner attesting to compliance with this condition. 5. The dwelling shall be connected to sanitary sewer. 6. Development, use, and maintenance of the property shall be in compliance with the Order of Conditions issued by the Conservation Commission cited herein. 7. Revised plans for the dwellingaand all qualifying accessory structures shall be approved, by the Old King's Highway Historic District Committee,as maybe applicable: =x 8. As required by the Barnstable Old King's Highway Historic District Committee, portions of the existing structure shall be demolished under the supervision of a Certified 9 Town of Barnstable Zoning Board of Appeals-Decision and Notice Stuborn, Limited Partnership-Variance No:2011-008 Historic Preservation Consultant and portions determined to be historically significant shall be preserved. The remaining structure shall be used only as an accessory lawn and garden storage shed for the property owner's exclusive use. 9. A Certificate of Occupancy for the principal dwelling shall not be issued prior to the demolition of the portions of the existing dwelling, as approved by the Old King's Highway Historic District Committee. 10. No occupancy of this accessory storage shed structure shall be permitted. This structure shall not be served by gas or sanitary sewer lines. Any and all kitchen and bathroom facilities shall be removed.from existing structure, Captain Jerauld Fish House, on the property prior to issuance of a building permit for the proposed dwelling. 11.At the site of the existing wharf, no more than five non-commercial boat slips shall be permitted on the property regardless of any prior or subsequent permits issued by other agencies or commissions. Slips shall be located only at the site of the existing wharf and shall be constructed so as to be in substantial compliance with the-proposed plan entitled "Concept Plan to be Submitted to the Barnstable Conservation Commission', r drawn by BSC Group, dated October 12, 2011, stamped by Craig A. Field, PLS, two pages. Slips shall be accessory and appurtenant to the primary dwelling and used for the.docking of personal watercraft for private and exclusive use of the property owner and their guests. The slips shall be reviewed and approved by the Barnstable Conservation Commission and shall comply with all applicable local, state, and federal ' regulations without variance. No boat slips shall be located within 25 feet of the navigable channel. 12 Commercial fishing boats, head boats or other commercial water craft shall not be docked at this wharf or use these boat,slips. 13. An accessory structure not to exceed 12 feet by 15 feet in dimension, for the sole use of storage of items used an conjunction with the owner's personal water craft y ma be located on the property in the.general area as shown on the Proposed Site Plan. This structure shall require review and approval by the Conservation Commission and Old t Kings Highway Historic District Committee, as applicable. 14. The development authorized by this decision shall be considered full build out of the property. Other than the specific permissions granted in Conditions No. 2, 8, 11, and 13, expansion or alteration of any structure or use on the property is prohibited. 15. Exercise of this variance prohibits all:uses of this property except the single family residential use that-is the subject of this application and the accessory uses identified herein. To prevent undue intensification of the use on the site, this variance does not allow any other principal, accessory, or conditional uses on the Property. 16. While the rights authorized by this variance are being exercised, uses permitted by the underlying zoning are prohibited on the Property. 17. The property shall remain in conformance with Section 240-7(F) (1) Number of buildings allowed per lot and the bulk and,dimensional requirements of Section 240-13 RF-1 Residential District. 10 Town of Barnstable Zoning Board of Appeals—Decision and Notice Stubom, Limited Partnership—Variance No.2011-008 18. There shall be no division of the subject property. 19. The Applicant shall obtain all necessary approvals from other agencies with jurisdiction over this property, including, but not limited to, the Barnstable Conservation Commission, Old King's Highway Historic District Committee, Massachusetts , Department of Environmental Protection, Massachusetts Environmental Policy Act, and U.S. Army Corps of Engineers, as may be applicable. 20. Upon the receipt of all required state and local approvals, a Conservation Restriction shall be recorded for the-area of land to be delineated as Parcel A on a plan to be approved by the Town Council. The Conservation Restriction shall require that the subject area remain undeveloped for term of at least 99 years; that no structures shall be erected, constructed, or moved on the subject area; and that the area shall only be used for purposes consistent with preservation and conservation purposes. The Conservation,Restriction shall be approved by the Town Attorney's office and recorded 'at the Barnstable County Registry of Deeds prior to issuance of a building permit for the dwelling. The Applicant shall prepare and execute any additional documents or instruments necessary to comply with this condition. 21. Upon the receipt of all required local approvals, Reciprocal Private Covenants shall be recorded for the area of land to be delineated as Parcel B on a plan to be approved by the Town Council. The Reciprocal Private Covenants shall limit the development of the site to the building footprints shown on the Proposed Site Plan and the conditions contained in this decision for a term of at least 99 years. The Covenants shall be approved by the Town Attorney's office and recorded at the Barnstable County Registry of Deeds prior to issuance of a building permit for the dwelling. The Applicant shall prepare and execute any additional.documents or instruments necessary to comply , with this condition. 22.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 of building permits. The rights authorized by this variance must be exercised within one year, unless extended. The vote was as follows: AYE: Board Chair Laura F.Shufelt, William H. Newton, Craig G. Larson, Michael P. Hersey, and George T. Zevitas. NAY: None K 11 Town of Barnstable Zoning Board of Appeals-Decision and Notice Stubom,Limited Partnership—Variance No.2011-008 Ordered Variance No. 2011-008 has been granted with 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 one year 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. Laura F. Shufelt, Ch tr Date Signed t ° I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. sr- Signed and sealed this day of o under the pains and penalties of perjury. FA - Linda H enrider, Town Clerk : !' �t Town of Barnstable Building Department - 200 Main Street . LE. * Hyannis, MA 02601 9� 1639. . (508) 862-4038 �Fo�A Certificate of Occupancy Application Number: 201201376 CO Number: 20130071 Parcel ID: 301006 CO Issue Date: 06/20113 Location: 153 FREEZER ROAD Zoning Classification: MARINE BUSINESS B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: GUEST HOUSE Building Department Signature Date Signed TOWN OF BARNSTABLE �114E Vilding r, 201201376 y BARNSTABLE, * ' Issue Date: 07/23/12 " — Per ' 9 MASS �pp s639. Applicant: STUBORN LP rFC MAC A Permit Number: B 20121706 Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/20/13 . Location 153 FREEZER ROAD Zoning District MB-BPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 301006 Permit Fee$ 765.00 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 150,000 Remarks APPROVED PLANS,MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM GUEST HOUSE ATTACTED THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: STUBORN LP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 297 NORTH ST INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 Application Entered by: PF Building Permit Issued By: "7—Z���Z THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALICOR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC 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 PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDIT IONS'OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS of �IF V14 2 L .&-/ �( . 3 � fvv, I Heating Inspection Approvals Engineering Dept i5�(� 113 /Niel �jt• f Fie t �b Fire Dept �IIW A(AeM S IS 2 Board of Health Ate ?IkAwAI T4L S LA J CL C C.or„FLS fTTtr7 1i I11�' ,Ilil I41 OF AM �9 RICHA RJ. o DEMPS Y " STRUC U `A q No.2S17 3 NG �� / \ NA PI r , L_J L_J STO ON ST 0 008 GARAGE 008' B ELEVATOR UMP ROD - - - as0 19 i M I MECKANICAL -------------- STORAGE FOYER 009 I 002 STORAGE . ENTRY 001 004 I, } �_______ tOl2. A c d IJA1L. 3�t�L ROR06M';;; t� fit'G( 5 it oa as $ �. --- 55 LX� �uD P0SC_Wl simno,.) • t�Cv 14- 50 5 2.5 ti'rO�flO��� inn��A nDi�,�b �►�8 N`l t 5''cJ AC An-I.- PtL(L4Afi T-k Z vl� DE PSEY STRUCTURAL ,0 a � fi O BEDROOM MASTER BEDROOM $ Qr 114 (511 (S BE OM I OQ txL . , � FAMILY ROOM ji b I �WALKaNCI 113 2 O _ _ r CORR. MASTER BA .s LAUNDRY I (r — 4A — v. �f ` 1/ 105 rr r `-� �� �. ------- -_ ' '— - -- oo I C up I N TO - OFFICE r _-_-_-y IaDS 1101 --- p , I_ a SUB FO R ME J SlJ 1i6 i wAu, FAMILY S d kWe�Fc,S 12 o c- fr►�t(� 0jil 6x.(1�A ram+ P Po s, w Lam/( _ C`A o � PO^S� w j L1Y MDIMNIN 7��Ysol1� �YV,4.. l 119 SOS 2.So�Oo1J� SoS z.5d�.9o�Ncs,t'� � �3 t, T��IkA•oc„o I e Fill, � `htT F1Y 1bo NIh�C AV poc{Z �CcAQftR �, nz.�• 1 �A i4jo Posi w� �1. S,APSoO Apy2 50S2 5 l�to+Ao IJ,J E 5�0'' A 3lo lNit AOEA eoD VOWtiJ*T'a �ho�J 2 -Sv S 'I AOL-D oIjItj �c' ToQ o t-ow*,4L L. W-,,r Doss e= oo is p 2 , \\ ♦ I I FAMIL�ROOM! I IOTOHFN \ I �I t A. till III 4-1 I I II I R T PANTRY, , 2 \ MEDIA ROOM Q z, 11 zas =T zoa I — -------- I y GALLERY O q��SNOFlygss yG aRcu}.AnoN �2 1 i RICFiARD J, DEMPSEY,F- v O STRUCTURAL 4 No.29173 V/a•r r-e,n 70 w•evz :- ��'�S4pGf STE������ ONAL E� to St f SUMP SaJ �l0�2_ SPS2,5 t�otr�ot,,)rJ Mark 5rl oI' Vr3 b i"� �2eo 22 3' Do AT To P o F ti Sf�.(�. 34 2. 37 ao 3' 42 3' 8 43 4' 45 3' 54 3'9' 55 S�vjk r OOD CL-DOn 126 2' 108 f "ASCE705W.xls" Program Version 1.3 WIND LOADING ANALYSIS - Main Wind-Force Resisting System Per ASCE 7-05 Code for Enclosed or Partially Enclosed Buildings Using Method 2:Analytical Procedure Section 6.5 for Low-Rise Buildings Job Name: 1153 Freezer Road-Barnstable I Subject: lWind Loads Job Number: 111290 Ori inator: RJD I Checker: Input Data: Wind Speed,V= 110. mph (Wind Map, Figure 6-1) Bldg. Classification= II(Table 1-1 Occupancy Cat.) Wind,.Exposure Category= C (Sect.6.5.6) B Ridge Height, hr= 36.50 ft.(hr>=he) Eave Height, he= 28.17 f1:.(he<=hr) Building Width= 7600 ft.(Normal to Building Ridge) Building Length= , 80.00 ft.(Parallel to Building Ridge) L Roof Type= Gable (Gable or Monoslope) Topo. Factor, Kzt= _ 1.00 (Sect.6.5.7&Figure 6-4) Plan Direct. Factor, Kd= 1.00 T' (Table 6-4) Enclosed?(YIN) Y - (Sect.6.2&Figure 6-5) Hurricane Region? Y I A hr ' h<=60' Resulting Parameters and Coefficients: T Roof Angle,0= 12.36 deg. L L _4 Mean Roof Ht., h= 32.34� ft. (h=(hr+he)/2,for angle>10 deg.) Elevation Check Criteria for a Low-Rise Building: 1. Is h<=60'? Yes, O.K. 2. Is h<=Lesser of L or B? External Pressure Coef's., GCpf(Fig.6-10): (For values,see following wind load tabulations.) Positive&Negative Internal Pressure Coefficients, GCpf(Figure 6-5): +GCpf Coef. = 0.18 (positive internal pressure) -GCpf Coef. = -0.18 (negative internal pressure) If h<15 then: Kh=2.01*(15/zg)^(2la) (Table 6-3, Case 1b) If h>=15 then: Kh=2.01*(z/z '2/a) (Table 6-3,Case 1 b) a= 9.50 (Table 6-2) zg= �900 (Table 6-2) Kh= 1.00 (Kh=Kz evaluated at z=h) I= 1.00 (Table 6-1) (Importance factor) Velocity Pressure: qz=0.00256*Kz*Kzt*Kd*VA 2*1 (Sect.6.5.10, Eq. 6-15) qh= 30.91 psf qh=0.00256*Kh`Kzt*Kd*V'2*I (qz evaluated at z=h) Design Net External Wind Pressures(Sect.6.5.12.2.2): p=qh*[(GCpf)-(+/-GCpi)] (psf, Eq.6-18) Wall and Roof End Zone Widths'a' and'2*a'(Fig.6-10): a= 7.60 ft. 2*a =1 15.20 1 ft. 1 of 3 7/17/2012 3:45 PM "ASCE705W.xls"Program Version 1.3 MWFRS Wind Load for Transverse Direction MWFRS Wind Load for Longitudinal Direction Surface GCpf p=Net Pressures sf Surface "GCpf =Net.Pressures s w/+GC i w/,GC i w/+GC i w/-GC pi) Zone 1 0.46 8.77 19.90 Zone 1 0.40 6.80 _ 17.93 Zone 2 -0.69 -26.89-_ -15.76_ Zone 2 -0.69 -26.89 _ -15.76 Zone 3 -0.42 -18.67 -7.54 Zone 3 ^-0.37 _-17.00 --5.87 Zone 4 -0.36 -16.65 -5.52 Zone 4 -0.29 -14.53 - -3.40 _ Zone 5 -0.45 T -19.47 -8.35 Zone 5 -0.45 -19.47 -8.35 Zone 6 .0.45 -19.47 -8.35 -Zone 6 -0.45 -19.47 -8.35 Zone 1 E 0.70_ 1_6.17 27.30 Zone 1 E 0.61 13.29 24.42_ Zone 2E -1.07 -38.6_4 -27.51 Zone 2E -1.07 -38.64 + -27.51 Zone 3E -0.61 -24.37 -13.25 Zone 3E -0.53 -21.955 -10.82 Zone 4E 1 -0.53 -22.04 - -10.91 Zone 4E -0.43 -18.86 -7.73 y "Note: Use roof angle 0=0 degrees for Longitudinal Direction. For Trans.when GCpf is neg. in Zones 2/2E: For Long.when GCpf is neg. in Zones 2/2E: Zones 2/2E dist.= 38.00 ft. Zones 2/2E dist.=L 40.00 Ift. Remainder of roof Zones 2/2E extending to ridge line shall use roof Zones 3/3E pressure coefficients. MWFRS Wind'Load for Transverse,Torsional Case MWFRS Wind Load for Long.,Torsional Case Surface GCpf p=Net Pressure s ; Surface GCpf p=Net Pressure sf w/+GC i w/-GC pi) w/+GC i w/-GC pi) Zone 1T --- 2.19 4.98 Zone 1T --- 1.70 4.48 Zone 2T --- -6.72 -3.94 Zone 2T -- -6.72 -3.94 Zone 3T --- -4.67 -1.89 Zone 3T -- -4.25 -1.47 Zone 4T --- 6 _ -1.38 Zone 4T -- -3.63 -0.85 Notes: 1. For Transverse, Longitudinal, and Torsional Cases: Zone 1 is windward wall for interior zone. Zone 1 E is windward wall for end zone. Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 1 T is windward wall for torsional case Zone 2T is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T is leeward wall for torsional case. 2. (+)and(-)signs signify wind pressures acting toward&away from respective surfaces. 3. Building must be designed for all wind directions using the 8 load cases shown below. The load cases are applied to each building corner in turn as the reference corner. 4.Wind loads for torsional cases are 25%of respective transverse or longitudinal zone load values. Torsional loading shall apply to all 8 basic load cases applied at each reference comer. Exception: One-story buildings with"h"<=30', buildings<=2 stories framed with light frame construction, and buildings<=2 stories designed with flexible diaphragms need not be designed for torsional load cases. 5. Per Code Section 6.1.4.1,the minimum wind load for MWFRS shall not be less than 10 psf. 6. References :a.ASCE 7-02,"Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay(2004). 2 of 3 7/17/2012 3:45 PM "ASCE705W.xls"Program Version 1.3 Low-Rise Buildings jt. h<=-60' vv� Transverse DIrection 2A M fib, }i��� � s i��� .la 1. 3 yy Basic Load Cases fk Transverse Direction Longitudinal Direction Torsional Load Oses 3 of 3 7/17/2012 3:45 PM I riLuAo2 S+1 AST �a 1- �fc,S�STS WUJo LOA91D 6. 1i Ct CIL- 71 `y Pl ® cr P6= v ® > .5w 2 -1 0 0 o o p� SAA426-5 WtrJD r � � � 41, l°v G.j�s� 2 G.. o _ �.1 p I V4 I o t1 t_.OA4 00 ' + % 0 'f'5 N f� 43 ' _I 191 NI O.( tV N'e>41 W leiNi Iqllqlwl - oa -1`l�" -- 3 C�uL,Ctp s 0TOlit- ` p ® I O , MASTER _ BEDROOM $ \ 114 \ BED OM I / \ 108 FAMILY ROOM 111ALK4N CL iT. 113 MASTER BNY A V' � LAUNDRY —-�4—F a-12- nz� , = - 105 ♦ 1 I TC tTlqNb TOI uv L----- F I — OFFICE CLOSE "� I OY ---� --- '. r 103 `----y----- i 101 SW ' „ SUBFOYER 115 ME 116 r FAMILY Q 117 I G u LIVINOIDININO ROOM cv yl a 2 GL "1.��S� I a I I � i 76•.4 uz ¢ m zo ae•r u, t12�P THE DEMPSEY GROUP, INC. JOB-163 �n�*-ILQ, (42 - F,44-,J<SrA-41 .L 8 Beaumonts Pond Drive SHEET NO. OF �7 FOXBORO, MA 02035 CALCULATED BY DATE (508) 543-5499 Fax (508) 543-0289 CHECKED BY DATE SCALE 51A) 2-Z... �, .. . ...1.�.,`i. 30 �r,t � �� ... � '�•� IS,(, 4,4 � 5� �' c,Z �L y. tPlr�. U . .-.jr'�.,�q;�C�' .. BIZ Cs� r ►�-lj ..Fa2 IJ jfJo �; SCE IMF w. �.5.a . 1. p.r1.. S1J.Cft �1G . rJ✓ J1�,cJc�' . . . . ►M 1 t 3'� 0a�` 6 77 °c.O.°oS 1,33� .'..lC)\1a��1 . 0A* A--9 I,)f— v�aaxrtoaa�s�au smaui�a�ra�ae�� 1 JOB THE DEMPSEY GROUP, INC. `Y' 8 Beaumonts Pond Drive SHEETNO. bV ' ` OF FOXBORO, MA 02035 CALCULATED BY y DATE (508) 543-5499 Fax (508) 543-0289 CHECKED BY DATE SCALE Yq -77 �nj�... .�'1..:.. 5�. . . . . V:.-. 0 .11"Ar1 j. 3St 1 3 2; ► Ao - ? CAS.'• -�3af c� e � _ 5 2 - 2 r �._. l o ��,33����) 21•��� �� � t'l.� �`�.t . �o) k �.� la.��(��.t���c`'��'1G �- L .. .. .. . ... .. . . . C6N�� PADOUCT ibLl 1 dopk 9�As)20S•1{PaEpMI i THE DEMPSEY GROUP, INC. 8 Beaumonts Pond Drive SHEETNO. of FOXBORO, MA 02035 CALCULATED BY �Si7 DATE , -1'I • 12 (508) 543-5499 Fax (508) 543-0289 CHECKED BY DATE SCALE ..: Z.a 13 : 4Q J 2 .7 zol.o PROM 201.1( ems(2094(Paddsd( THE DEMPSEY GROUP, INC. 8 Beaumonts Pond Drive SHEET NO, OF FOXBORO, MA 02035 CALCULATEDBY �� DATE 'tI 1 !i (508) 543-5499 Fax (508) 543-0289 CHECKED BY DATE SCALE .`.Ll.°�,.� ��0 �.l � � .�.�.�•.�5,',� d-:1 k j �12.2 ° � _ �I a YAOOIIC720:•1(Si3pRSMets}2661(Patdd} PROVISIONSSPECIAL DESIGN O• WIND AND SEISMIC 21 Ga, = apparent shear wall shear stiffness for Exception: For wind design, the combined side 2,kips/in.(from Column A,Tables nominal unit shear capacity, vw,, of shear 4.3A,4.38,or 4.3C) walls sheathed with a combination of wood structural panels, hardboard panel siding, or K'n' = minimum ratio of v,/Gal or vs2/Ga2 structural fiberboard on one side and gypsum vs, = nominal unit shear capacity for side 1, wallboard on the opposite side shall equal the Ibs/ft(from Column A,Tables 4.3A,4.36,or sum of the sheathing capacities of each side 4.3C) separately. vS2 = nominal unit shear capacity for side 2, 4.3.3.3 Summing Shear Wall Lines: The nominal Ibs/ft(from Column A,Tables 4.3A,4.313,or shear capacity for shear walls in a line, utilizing shear , 4.3C) walls sheathed with the same materials and construc- tion, shall be permitted to be combined if the induced v� = Combined nominal unit shear capacity of shear load is distributed so as to provide the same de- � two-sided shear wall for seismic design, flection, Ssw, in each shear wall. Summing nominal unit Ibs/ft shear capacities of dissimilar materials applied to the 4.3.3.2.2 Nominal unit shear capacities for shear same wall line is not allowed. walls sheathed with dissimilar materials on the same 4.3.3.4 Shear Capacity of Perforated Shear Walls: side of the wall are not cumulative. For shear walls The nominal shear capacity of a perforated shear wall sheathed with dissimilar materials on opposite sides, shall be taken as the nominal unit shear capacity multi- m the combined nominal unit shear capacity, vs, or v,,, plied by the sum of the shear wall segment lengths,ELi, ; shall be either two times the smaller nominal unit shear and the appropriate shear capacity adjustment factor, m capacity or the larger nominal unit shear capacity, Co,from Table 4.3.3.4.whichever is is greater. Z N Table 4.3.3.4 Shear Capacity Adjustment Factor, C. M Maximum Opening eight 3 Wall Height,hN h/3 h/2 2h/3 5h/6 h 8'Wall 2'-8" 4'-0" 5'-4" 6'- 8" 8' -0" 10'Wall 3'-4" 5'-0" 6'- 8" 8'-4" 10'-0" Percent Full-Height Sheathing' Effective Shear Ca aci Ratio 10% 1.00 0.69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1.00 0.91 0.83 0.77 0.71 90% 1.00 0.95 0.91 0.87 0.83 100% 1.00 1.00 1.00 1.00 1.00 1. The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall.Where areas above and/or below an opening remain unsheathed,the height of each opening shall be defined as the clear height of the opening plus the unsheathed areas. 2.The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. AMERICAN FOREST&PAPER ASSOCIATION Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls"3 Wood-based Panels (Excluding Plywood for GJ4 A 8 SEISMIC WIND Minimum Minimum Panel Edge Fastener Spacing Nominal Fastener Panel Edge Fastener Spacing(in.) in Sheathing panel Penetration Fastener Type&Size 6 4 3 2 Material Thickness in Framing 6 4 3 2 (in.) (in.) V. G. V$ G. V. G. V. G, V. V. vw V. (plf) (kipslin.) (pl (kipsftn.) [plf) (kipsfin.) (plf) (kips/in.) (plf) P (plf) (plf) Nail(common or galvanized box) Wood Structural 5/16 1-114 6d 4D0 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels- 3/8' 460 19.0 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 Structural0*5 7/162 1-3/8 8d 510 16.0 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 1 14.0 860 1 18.0 1100 24.0 1460 37.0 785 1205 1540 2045 15/32 1-1/2 10d 680 22.0 1020 29.0 1330 36.0 1740 51.0 950 1430 1860 2435 - 5/16 1-1/4 6d 360 13.0 540 18.0 700 24.0 900 37.0 505 755 980 1260 3/8 400 11.0 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 Wood structural 3/8 440 17.0 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 Panels- 7116' 1-3/8 8d 480 15.0 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 Sheathing'8 1r�2 520 13.0 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 D 1 1-1/2 10d 620 22.0 920 30.0 1200 37.0 1540 52.0 670 129D 1680 2155 Z 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 Nail(galvanized casing) O Plywood Siding 5116 1-1/4 6d 280 13.0 420 16.0 550 17.0 720 21.0 390 590 770 1010 v n 318 1-318 8d 320 16.0 480 18.0 620 20.0 820 22.0 450 670 870 1150 -04 ZZ Nail(common or galvanized box) Particleboard 318 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840CA Sheathing- (M-S"Exterior 318 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 880 G4ue'and M-2 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390 590 .755 980 "Exterior Glue") 112 10d 370 21.0 5 23.0 720 24.0 920 25.0 520 770 1010 1290 5/8 4DD 21 50.0 610 23.0 790 24.0 1040 26.0 1 560 855 1105 1455 Nail(common or galvanized roofing) Fiberboard 8d common or 11 ga.gaiv. Fiberboard roofing nail(0.120"x 340 4.0 460 5.0 520 5.5 475 645 730 Sheathing- 112 1-112"long x 7116"head) Structural 8d common or 11 ga.galv. 25/32 rooting nail(0.120.x 360 4.0 480 5.0 540 5.5 505 670 755 1-3/4"long x 7/16"head) 1.Nominal unit shear capacities shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements, see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. 2.Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a) studs are spaced a maximum of 16 inches on center,or(b)panels are applied with long dimension across studs. 3.For framing grades other than Douglas Fir-Larch or Southern Pine,reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[I-(0.5-G)],where G=Specific Gravity of the framing lumber from the NDS.The Specific Gravity Adjustment Factor shall not be greater than 1. 4. Apparent shear stiffness values,Ga,are based on nail slip in framing with moisture content less than or equal to 19%at time of fabrication and panel stiffness values for shear walls constructed with OSB panels. When plywood panels are used,Ga values shall be determined in accordance with Appendix A. S. Where moisture content of the framing is greater than 19%at time of fabrication,G,values shall be mu/ ed by 0.5. d H.ot u WET .pity es !} l HOUIOTT2ZHoldownsn e 60 This product is preferable to similar connectors because of c a)easier installation,b)higher loads,c)lower installed cost, j•-w-'� �3v; ny Ora combination of these features. z •••••'"•HDU Holdowns are pre-deflected during the manufacturing 'T ro) 974 cc process,virtually eliminating deflection under load due to material stretch. o �y They use Simpson SVong-Tie°Strong-Drive®SDS screws which installewroli e easily and provide reduced fastener slip.Using SDS screws results in a purposes P P 9 HOU toy t+ greater net section,when compared to bolts,as no material is removed. n"'A"lredl � IF�taner " �,,,_ H U.S.Patent `�� �i'"•j ob The HDU series of holdowns are designed to replace previous versions of the product such as PHO's as well as bolted holdowns.The HDU2,4 " 6,112,495 c and 5 are direct replacements for the PHD2,5 and 6,respectively, e a { The DTT2Z tension he is suitable for lighter-duty holdown applications DTT2Z on single or double 2x posts,and installs easily with Strong-Drive SDS b �� screws(included).The DTT2Z has been tested in accordance with the ICC-ES acceptance criteria for Holdowns Attached to Wood Members(AC155)and meets the minimum requirements for many alternate braced wall panels 9 y � per section 8602.10.3.2 of the 2009 IRC(see table R602.f0.6,item 1)• Mmtmum For more information on holdown options,contact Simpson Strong-Tie. '� �' post war HDU SPECIAL FEATURES: Member size by 7 " , t ickness Designer •pre-deflected body virtually eliminates deflection due n'�°'�s 4 i I to material stretch. •Uses SDS screws which install easily,reduce fastener slip,and ° snmsn'°sr c o provide a greater net section area of the post compared to bolts. T Preservative treateo Threaded' •SDS screws are supplied with the holdowns to ensure Rod fib' °�, barrier may be 1' proper fasteners are used. required •No stud bolts to countersink at openings. 1, MATERIAL:See table G FINISH:HDU-Galvanized;DTT2Z-ZMAX'coatings Raor " �� Vertical HDU � � • ' �:� � i INSTALLATION: •Use all specified fasteners.See General Notes. Jam Installation •For use in vertical and horizontal applications. ° °• •The HDU requires no additional washer,the DTT requires a standard eroccldng cut washer(included)be installed between the nut and the seat. j •, •To tie multiple 2x members together,the Designer must determine Typical If! the fasteners required to join the 4> HDU Tie °o I members without splitting the j j I ! e woo Between For holdowns,per ASTM test a I , See page 28 for SDS values. Floors a standards,anchor bolt nut shoul be finger-tight d • __ ,,.Q•See SB and SSTB Anchor Bolts on ! {l I nger-tight plus to turn with I -— 11l pages 36-40 for anchorage options.SDS screws install best with a a hand wrench,with consideration I • - �� low speed high torque drill with given to possible future wood Ga,c j shrinkage.Care should be taken to I Horizontal HDU a a/"hex head drives I not over-torque the nut.Impact Hanger CODES:See page 20 for Coda Reference P I Offset Installation a natshman Key Chart wrenches should not be used. (Pion View) ' _--- -.--- ----- -- See footnote 7 p These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. Dimensions Fasteners Minimum Allowable Tension Leads(lbs.) r1 Model (in.} Wood (160)' k No. Ga Anchor Member Code t W H B SO Bolt Dia. SDS Thickness' Deflection L at Ref. in Screws (In.) DF/SP SPF/HF Allowable Load t' ) (in.) DTT2Z 8-SDS'/,'x1'/2" 1'/ 1825 1800 0.105 16, ;! D 14 3/ 6'SJ6 ills "/a ?;e 'h 8-SDS'/,'x1'la' 3 2145 1835 0.128 L8.F5 OTT - 8-SDS V.x21/2' 3 2146 0.128 170 HDU2-SDS2.5 14 3 8"/6 3'/ 11/16 iei'e % 6-SDS''/4'x2W. 3 3075. 2215 0.088 14 3 1011/6 3'/ 1rYie 1Ye a 10-SDS'/'x2Ys' 3 9565 0.114 I D HDU5-SDS2.5 14 3 13'/6 3'/4 lie 1% % 14-SDS'/°x2W 3 5646 4065 0.115 ' 3 5980 4305 0.084 HDU8-SDS2.5 10 3 16% 3'h 1% 1'h % 20-SDS'/"x2'/V 3A 1 6970 5020 0.116 16,L8, 4V2 7870 5665 0.113 F5 HDU11 SDS2.5 10 3 22'/4 3'h 1% 1'/r 1 30-SDS'/4'x2'h" 5'h 9535 6865 0.137 l 7Y44 11175 8045 0.137 HDU14-SDS2.5 7 3 2511/te 3'/z IM6 19,6 1 36-SDS'/a'x2'Fi' 7% 143759 104359 0.177 5Yaa 144451" jr10350-e_79 0.177 1.Allowable loads have been increased for earthquake or wind load durations with 5.Tension values are valid for holdowns flush or raised off of sill plate. no further increase allowed;reduce where other load durations govern. 6.Deflection at Allowable Tension Load includes fastener slip,holdown deformation 2.The Designer must specify anchor bolt type,length and embedment.See Sit and and anchor rod elongation for holdowns installed up to 6'above top of concrete. SSTB Anchor Bolts(pages 36-40). Holdowns may be installed raised up to 18'above top of concrete with no load 3.Structural composite lumber columns have sides that show either the wide face or the reduction provided that additional elongation of the anchor rod is accounted for edges of the lumber strands/veneers.Values In the tables reflect Installation into the 7.Tabulated loads may be doubled when the HDU is installed on opposite sides of the wide face.See technical(see page 215 far details bulletin T SCLCOLUPAN for values on the narrow face(edge) wood member provided either the post is large enough to prevent opposing holdown 4.Post design by Specifier.Tabulated loads are based on a minimum 3'/2'wide screw interference or the holdowns are offset to eliminate screw interferences. past(in a 31h'vrall) Post may consist of multiple members provided they are 8.Noted HDU14 allowable loads are based an a 5'h'wide post(6x6 min.). connected independently of the holdown fasteners.See pages 210.211 for 9•Requires heavy hex anchor nut to achieve tabulated loads(supplied with holdown). 50 common post allowable loads. ----� Adhesive Anchoring Systems 4.2.4 HIT HY 150 MAX Adhesive Anchoring System HIT HY 150 MAX Allowable and Ultimate Bond/Concrete Capacity for HAS Rods installed in Lightweight Concrete>3000 psi'(20.7 MPa)1,2 - �G k Anchor Embedment Allowable Bond/Concrete Capacity Ultimate Bond/Concrete Capacity Diameter Depth lb kN) lb(kN) in.(mm) in.(mm) Tensile Shear Tensile Shear 1-3/4 855 1510 3420 6040 3/8 (44) (3.8) (6.7) (15.2) (26.9) (9.5) 3-3/8 2210 1590 8840 6360 r (86) (9.8) (7.1) (39.3) (28.3) 2-1/4 1515 2405 6060 9620 1/2 (57) (6.7) (10.7) (27.1) (42.8) (12.7) 4-1/2 3815 2440 15260 9760 a t (114) (17.0) (10.9) (67.9) (43.4) fCC 2-7/8 2110 4755 8440 19020 t 4: 5/8 (73) (9.4) (21.2) (37.5) (84.6) l (15.9) 5-5/8 4655 4755 18620 19020 ? t (143) (20.7) (21.2) (82.8) (84.6) 3-3/8 2560 6160 10240 24640I 3/4 (86) (1.4) (27.4) (45.5) (109.6) 6-3/4 6765 6160 27060 24640 (- (172) (30.1) (27.4) (120.4) (109.6) . r 1 Influence factors for spacing and edge distance are applied to concrete/bond values above,and then compared to the allowable steel value.The lesser of these q values is to be used for design. 2 All values based on holes drilled with carbide tipped bit and cleaned with a wire brush. `3 HIT HY 150 MAX Allowable Bond/Concrete Capacity for Sill Plate Applications ° Allowable Loads for Attachment of Sill Plates to f'c=2000 psi Normal Weight Concrete with HIT HY 150 MAX T� F Anchor Embedment Edge Shear lb(M) Diameter Depth Distance Tension in.(mm) in.(mm) in.(mm) lb(M) Load II to Edge Loadlto Edge - 1/2 (12.7) 4-1/2 (114) 1-3/4 (44.5) 1790 (8.0) 1555 (6.9) 555 (2.5) 2-3/4 (69.9) 2240 (10.0) 1815 (8.1) 940 (4.2) 5-5/8 (143) 1-3/4 (44.5) 2275 (10.1) 2550 (11.3) 555 (2.5) ` 2-3/4 (69.9) 2525 (11.2) 2670 (11.9) 940 (4.2) f 5/$ (15.9) 10 (254) 1-3/4 (44.5) 4410 (19.6) 2550 (11.3) 855 (3.8) 2-3/4 (69.9) 5045 (22.4) 2670 (11.9) 975 (4.3) 3/4 (19.1) 6-3/4 (172) 1-3/4 (44.5) 2660 (11.8) 2620 (11.7) 910 (4.0) 2-3/4 (69.9) 3150 (14.0) 3375 (15.0) 1105 (4.9) 7-7/8 (200) 1-3/4 (44.5) 3420 (15.2) 3980 (17.7) 1070 (4.8) 2-3/ 9.9 4320 9.2 4320 19.2 1300 5.8 4=(22.2) 15 (381) 1-3/4 (44.5) 7980 35.5) 3980 (17.7) 1070 (4.8) .' 2-3/4 69.9) W85 1.0) 4320 (19.2) 1300 (5.8) k f Allowable Loads for Attachment of Sill Plates to Top of Grout Filled Block Wall with HIT HY 150 MAX' Anchor Embedment Edge Shear lb(kN) Diameter Depth Distance Tension t in.(mm) in.(mm) in.(mm) lb(kN) Load II to Edge Loadlto Edge rY 1/2 (12.7) 4-1/2 (114) 1-3/4 (44.5) 1095 (6.1) 815 (4.5) 295 (2.5) 5/8 (15.9) 5-5/8 (143) 1-3/4 (44.5) 1240 (6.9) 965 (5.4) 400 (2.2) ''+ a 1 Loads are based on concrete or masonry failure.Steel strength must be checked separately.Values based on safety factor of 4.0. .g f 182 Hilti,Inc.(US)1-800-879-8000 1 www.us.hlltl.com I en espanol 1-800-879-5000 1 Hilti(Canada)Corp.1-800-363-4458 1 www.hlltl.ce I Product Technical Guide 2008 f r THE DEMPSEY GROUP, INC. � + 8 Beaumonts Pond Drive Foxboro, MA 02035 Tel. (508) 543-5499 STRUCTURAL ENGINEERING CONSULTING CIVIL ENGINEERING • INVESTIGATIONS REPORTS December 2,2008 Mr.Paul Roma Building Inspector Town of Barnstable 200 Main Street Hyannis,MA 02601 Re:153 Freezer Road,Barnstable,MA TDG#11290 Dear Mr.Roma, In response to your question about upside down hangers in Section K/S6,we offer the following. The continuous rim boards are not able to bear on the sill plates,since the floor joists cantilever slightly beyond the supporting concrete frame below. Thus,the rim boards are subject to the downward load of the bearing walls above with no direct support below them. The Purpose for the inverted hangers is to transfer the vertical wall load carried by the rim boards into the joists by some means other than reliance upon the face nails in the ends of the joists only. Should you have any questions about this letter,please do not hesitate to contact me. Respectfully, THE DEMPSEY GROUP,INC. Richard J.Dt�mppsey,P.E. President OF 2 RICHARt)J oy�) oT DEMPSEY " STRUCTURAL y No.29173 9pF�FG)STER 3S}ONAL I Page 1 of 1 Tresa Busby From: David Sigl [dhsdesigns@hotmail.com] Sent: Thursday, July 19, 2012 11:46 AM To: astein.holly@verizon.net Subject: Fire Seperation Wall Attachments: BorsteinDwellingSeparationWall.PDF Hi Stu, Attached is SK2 showing the fire separation wall, as well as, the floor area that will be separated from the main house. Also included is a square footage calculation for the main house and guest house. As far as the lower floor being labeled as a basement, that had to be done based on the elevated planting bed being considered top of grade. Otherwise it would have been considered an additional story and would not be permitted. Thanks, Dave / C 7/19/2012 SUB FOYER ,., I HR FIRE RATED ............... 115 FLOOR ASSEMBLY! SHOWN HATCHED.' GA FILE NO. FC 5000 1/2" DIIS o/L 11-ic DESIGNS INC. 1 1HR FIRE RATED DWELLING p SEPARATION WALL--BUILD[ `6 TO UNDERSIDE OF ROOF 116 SHEATHING ABOVE:GA FILES 1 605*1 DECK y NO.WP 116 FIRE GLASS THIS WINDOW ONLY !B ,1HR FIRE; _N 71, 6. 'RATED I , X 01. DOOR X Oi "117A" C7 7B a! 01 BUILT-IN SEE LATER DETAIL FIRST FLOOR FIRE SEPARATION 1/411 = 1 I—oil BORNSTEIN FREEZER ROAD GROSS FLOOR AREA: BARNSTABLE, MA ALL WALLS AND UTILITY SPACES INCLUDED. 07/19/12 MAIN HOUSE: GUEST HOUSE: LOWER FLOOR= 4,5. 99-0 SQ_ FT. FIRST FLOOR= 936.0 SQ. FT, FIRST FLOOR= 4,412.0 SQ. FT. SECONDFLOOR= Ij57.0 SQ. FT. SK-2 SECOND FLOOR= 3,755.0 SQ. FT. TOTAL= 2,093.0 SQ. FT. TOTAL-- 1.2,766.0 SQ. FT. 1/4fl = 1'-0" Town of Barnstable �t To"t'i4 O BARNST4 L� � Regulatory Services x Thomas F.Geiler,Director 2PI12 PIT _ ' R"�'�"H ' ' Building Division '` 52 M,,ss 16.39. ArF �.t► Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 pp. I d www.town.barnstable.ma.us I Office: 508-862-4038 Fax: 508-790-6230' PERMIT FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village 0. LW9- '`1'7S- 9�l Property owner's name Telephone number/ Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Q Old King's Highway Historic District Commission jurisdiction? l5% If over 120 square feet,you must file with Old King's Highwa Y (� LC-onservation Commission(signature is required) _ � 1�8j Sign,off Hours for Conservahon#8�00"9i30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE CONBUSSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg R.EV:05201 ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -�d! Parce � Application # o Health Division Date Issued Conservation Division !JJ* ✓ t ' Application Fee A Lq�fi� rwt� lc..t Planning Dept. r �°vlodc+�MD Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village ✓3 Owner A vt,f 6r .Address l —Telephone' '' _ r!f}. o z 6�30 Permit Request 1&-4 Z �o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �O Construction Type oz '7 " ` > Lot Size— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) ` 3 Age of Existing Structure Historic House: ❑Yes ❑ No 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 Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: dG* as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No 4Gx 3z, Detached garage: ❑ existing ❑ new size—Pool: ❑ existing n size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4,No If yes, site plan review # Current Use P:E pfM p n./ Proposed Use D141 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) v Name f -/WC elyxI%f PAW/ S Telephone Num er�/ q&2 Address a� 0(_L<1AQ1u'1 License # S V 4na0e-1 Home Improvement Contractor# Worker's Compensation # �) N- yL 3 39 l ALL CONSTRU TION DEBRIS RESULTING FRO THIS PROJECT WILL BE TAKEN TO ssV1 A SIGNATURE DATE Ol ✓ `� FOR OFFICIAL USE ONLY APPLICATION# t ' DATE ISSUED ` MAP/PARCELNO. < ADDRESS VILLAGE I� OWNER � a DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I FINAL BUILDING • F DATE CLOSED OUT r ASSOCIATION PLAN NO. r Town of Barnstable Regulatory Services L►F�NST"LE; a9 Thomas F.Geiler,Director rEn rr,N�" Building.D.ivision 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 Using A Builder pp 11-14 as Owner of the subject property ehereby authoriz { ��(v'te b61A i?o ENO,r to act on my behalf, in all matters relative to work.authorized by this building permit. �:13 �EEZL�ZOrlt� (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. Signature of Owner Signa e of Applicant �,,k �� _vi7 1 riot Name Print Name 1� Date UORMS:OWNERPERMISSIONPOOLS 6/2012 the T Town-of Barnstable Regulatory Services snxxsrnaLt., •' Thomas F.Geiler,Director - 1619. ,,•�� Building Division ATED MAl Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office:. 508-862-4038 Fax: 508-790-6230 HOkEOWNER LICENSE EXEMPTIO 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 t includ owner-occupied-dwellings of six.units`or less and to allow homeowners to engage an individual for hire who oes t possess a license,provided that the owner acts as supervisor. a DEFINITION ;OF H EOWNER Person(s)who owns a parcel of land on which he/she resides o ' tends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached struc es ecessory to such use and/or farm structures. A person who constructs more than one home in a two-year pe od s ll not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a fo accep ble to the Building Official,that-he/she shall be responsible for all such work performed under the buildin emut. ( ection 109..1.1) The undersigned"homeowner"assumes responsibility r compliance th the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she derstands the Town o arnstable Building Department minimum inspection procedures and requirements d that he/she will comply th said procedures and requirements. r Signature of Homeowner Approval of Building Official , Note: Three-family dwellings ontaining 35,000 cubic feet or larger will be requir d to comply with the State Building Code.Section 127.0 Co struction Control. HOMEOWNER'S EXEMPTION The Code states that: "An ho wner performing work for which a building 'Y p g g permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensin of construction Supervisors);provided that if the homeowner engages a person(s)for hire to'do such".F work,that such Homeowner shall act ` upervisor." } . Many homeowners who u this exemption are unaware that they are assuming the responsibilities of a supervior(see Appendix Q, Rules&Regulations for Licensin onstruction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlic nsed'persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowneracting as Supervisor is ultimately responsible. To ensure that,the homeowner is fully aware of his/her responsibilities,many communities require,as part of the perrriW pplication, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On.the last page of this issue is a form currently'vsed by several towns. You may care t amend and adopt such a form/certification for use in yourcommunity. Q:forms:homeexempt. Description of fencing materials to be used for swimming pool installation for: 153 Freezer Rd. Barnstable, MA/ Fence will be 5' high Vynal coated Spacing not to exceed "4" Non Climbable Self latching device will be: Auto latch: by DAC ind, Self latching device photo is attached. Auto latch device will be installed no less than 54" from the bottom of the gate and a minimum of 3" from the top and shall be installed on the pool side of the gate. All gates to open "outward" away from the pool. The pool will be completely surrounded by the fence and will have " no direct,access" from the residence to the pool area. Property owner: Mr. &Mrs. Stuart Bornstein Pool builder: South Shore Gunite Pools: Fence installer: Reliable Fence 9 Engine House Rd._ Hyannis Ma. 508-775-4124 Pictures of fence & self latching device attached Vinyl - Greenwich IIIl + {i •_t 9* � �"� '^~' �` '`S' +t �.. _ III • � � � .,n fr = �a r Craftsmanship extraordmarre!7 he creative radius designs of the deck, stairway andpool:are car6iiully Y. deftned with . . a � precise curved Sections frana��g the pdrimeteis,The hehsa]stairway railing " erninates the perfection of " � f 3 thas,prowntn achievement l �. n the quiet o .the day,one `¢ ++E f can hear the ripples of the ocean.as they-break on the r Opck.,The tine Mails of oux}Greenwich;fencin add tt�e do MO security. s PERF•tC ' ' ION FENCE WPM r -r fiS I t O-ATl i r Align ridgt vntri t — in•;� � _ r s O INSEM rit3gs�oath I[7a1L��p gioQv.�• 3-opanif�Lritween Orin gala and qulo post �5a'hole and attach collar. AUTO-LATCH for ORINAMENTAL FENCE SQUARE SQUARE PRODUCT Ft9AME SIZE POST SIZE No. 2015 . . . . . 1" . . . . . _ . 1'A' - No• 209-0 . . . 1" . . . . . . . 2" No.2026 . . . . . . . . 2'f2` No.2215 . . . . 11/a.. . . . . . . No:2220 1!/a" . . . • . . . 2" No.2225 . . . . T`IA. . . . . . . 21b" No.2515 No.252G . . 1h- . . . . . . . 2" No. 2525 No. 2529 . .' Adapter Ki NUTQ-LATCH =- w:v.,.thcir lu,,rtrn ' ==J= ii E NDUSTi�IE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map aOI Parcel Application #620 11 6 3 Health Division Date Issued Conservation Division{ I Application Fee so Planning Dept. 6k 'N i(•(�-•�1 Permit Fee Date Definitive Plan Approved by Planning Board . e-Ic-colot ��✓ Historic - OKH 6V f�l¢'�� Preservation / Hyannis N1�►, _ Project Street Address /J 3 ato Z_Z �- Village �Y1.31-, Owner 77l/ L'k 'ln 4- Address 2.C17 Telephone , 'O Y 7 2:1i� 7'31- Permit Request /�S►ti`z 1Z/y17.�fS7U /�' �IIL `o�l��` -{S�}>�$'` o Square feet: 1 st floor: existing proposed �2nd floor: existing proposed Zd otal new Zoning District �I11✓144- Flood Plain Groundwater Overlay Project Valuation �j�y� Construction Type N� *�Lp C.A-LQr--'-'L N-5 Lot Size S �L�'� Grandfathered: --Q Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Fami�� Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �3 No On Old King's Highways Yes ❑ No Basement Type: ❑ Full JW Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) (7) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing _ nee --aY L `✓' Number of Bedrooms: `�� existingb newA Total Room Count (not including baths): existing new First Floor Room.Count SJ *� Heat Type and Fuel: ® Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �Q No Fireplaces: Existing New Existing wood/coal stove: sl Yes ❑ No t •• �p� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _.Barn: ❑ existing ❑jTew €size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size ._'Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes s4 No If yes, site plan review # Current Use //T91-A Proposed Use L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name o / �'I`�'`� Telephone Number Address /��t ' License # Home Improvement Contractor# y Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ' "APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION + FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 1 ASSOCIATION PLAN NO. as � 3 'THE Town of Barnstable f � Regulatory Services } • "INSWILE, • Thomas F. Geiler,Director A 1639 �� BAlIdIII �� t Ivision Ec INa+ g Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ww*.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION >) Please Print DATE: JOB LOCA77 number street t y� p y� village "HOMEOWNER": g 77, name home phone# work phone# CURRENT MAILING ADDRESS: CJ 7 J / city/town state zip.co e The current exemption for"homeowners'°was extended to'include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section log.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require Signature of Homeowner i Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such . work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt j I I_ �T"E Town of Barnstable Regulatory Services a � Thomas F. Geiler,Director Building Division Tom Pe �, Building Commissioner 200 Main o et,Hyannis,MA 02601/ WWWA .barnstable.ma.us Office: 508-8.62-403 8 Fax: 508-790-6230 Property O er ust Complete and S' _�. . his...Secti0 Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authorized y this building 't (Ad ess of Job) **Pool fences and s are the responsibility o e applicant. Pools are not to be filled hoe f a fence is installed and poo are not to be utilized until all final spections are performed and ccepted. 1 k Signature of Owner Signature of A ca,nt PP � . Print Name Print Name J Date WORMS:OWNERPER NOSIONP00LS PROJECT I NAME: G V?S ADDRESS: PERMIT# PERMIT DATE: IJ ►�}- M/P: LARGE ROLLED PEAKS ARE IN: BOX 8 SLOT ­ Data entered in MAPS program on: Co. 12- BY: i i n/wnfiles/archive i� ry 1 -I c GAZEBO TO REMAIN N 25 � LOCUS NAP 3 NDT TO SCALE 77 1 \ ( REVISIONS: NO, DATE DESC.PRGP CABpY00NED2/h F� t�^ \ yQ jc/ ._... a COMMONWEALTH \ V ti _ o.• PROPOSED TIDELANDS �+ 9C ` 1 CERTIFY TO THE BEST OF W w PROFESSIONAL KNOWLEDGE,INFORMATION •\ \ CT"' �` 4 _ - ® N' `1 \ � ^ AND BEENSIOLIEF T)1AT THE LOT CORNERS, v \ SALT NARSH / w `6 / o _ ® ®® L'+ 4 ` ! 05TRUCTURE µAs DETERMINEDO By i QC7 ® _ INSTRUMENT SURVEY AND AS SHOWN ON G THIS PLAN ARE CORRECT. ,n �w / PROPOSED OWELUIiG 7.0'® - ` G t BASEMENT SLAB ELE'v I2.c _ ® ® 3AREA CONTAINING SHELLFISH \ �9 O •` Ist F. EIEV S.F. 7,O65t F. .("' ® ® 7.0 (T1 AVERAGE ADJACENT ® ® 1 JJJ111 GRADE ELEV=23.+ i ]� 1g PLATE ELEV. 47-0 y BUILDING HEIGHT=2:.6' ® - IF Z\ PROFESSIONAL LAND SURVEYOR OATS PROPOSED SHED FENCE & ENTRANCE PRIVATELY®FILLED ® , GATE LAYOUT > _ I TIDELANDS ELANDS® \ AT ", ® ®` rIr`. ® N 153 FREEZER ROAD �� 04 / GUE:T. •MNC CONC.BLOCK Q• FlR:'T FLOOR '® STRUCTURE SLAS EL 19.0 ® TO BE REMOVED IN SPARTINA BARNSTABLE PATENS MASSACHUSETTS (BARNSTABLE COUNT Q oQ T'�r Q� — ' P ' \ ® - It T„ DECK rup •REMOVE . c+I CLAND OASTAL STORMUBJECFLTO MON. COAr �. 2-STORY Y- rJ' %UTILITY POLES \'yt I WELL m j \ SITE PLAN I 3 w 2 A Y FRAMED 'yam �� NOCEMBER 29, 2011 BUILDING In yLP FF=1 6.3 3, S.F. _ ORTION TO BE \ i Mr. STUART BORNSTEIN O gv REMO 1 c N"F w z J STUBORN LIMITED PARTNERSHIP STUBORN LIMITED CONCRETE SLAB, '^- I' PARTNERSHIP z w p I \ 297 NORTH STREET �G _ ? 9,100t S.F.TO w^I mI.1 ,LIz HYANNIS. MA 02601 G DECK I �4 ASSESSORS MAP 301 BE REMOVED :3- a _ ppop PARCEL 6 z w rn^� (508) 775-9316 7.Ot ACRES Z- Yc 73.9' ---'' "/ `� 4.0*ACRES TO MHW �cwi oW oym I I I PORTION : a fT1 wo pp o �p . 17 /I OF DWELLING TO � GROUP - Q'/ _ _ _ _ w _ \11L/ EMAIN \ i 349 Main Street,8t.28,Unit D W.Yarmouth-Massachusetts BITUMINOUS DRIVEWAY \ 02673 MON. . I '� I m;'•._-/ / MHO L\ WELL 508 778 8919 1 RIM 14.0 / HYD J PROPOSED STORAGE MON W ssc e STOCKADE p SHED (12'x15')t '^. ® WELL IN 6 FENCE �. 0 7. CB/DH :f�S0.0' / - - N SCALE 1'a 20' CH/OH ' . .............. _.._._......-_- FND i- UP X 0 2s s Io m I 7016'47'E 110'1: 5239' N701 E 77.92' —� , �,--....,.E,_ _,�.�....�./ o m m I SMH SHRUBS T m+ CHAIN LINK N - N70UR'.37'E 273*, -- ---� N/F PROJ.MCR: C.FIELD MYLES A. WALTON 15.2 P�' FELD: D.uzzotD/N.MERCIER 'ASSESSORS MAP BENCH MARK: TOP OF HYDRANT ' PVC PI ruo./DESIGN: K.HEAI.r PARCEL 19 I'Rj NGE BOLT ADJACENT TO THE UNDER WHO/ O BARNSTABLE MARINE SERVICE ASSESSORS W DH11WN: P.HACIST/KHEAIY V1WPEN ASSE 1 �0 EXIST ' L .-15.12 ML PARCEL 2 FLOATSG K: C.FIELD S10.DWG �• `- UP _—•' / OWC.No: 5895-07 L PP JOB.NO: 4-9295.00 SHEEP 1 OF 1 r i i REVISIONS: vj LI it NO. DATE DESC. 1-14-10 REVISE POOL LOCATION W 41/, k ') .I 1-19-10 RELOCATE DRIVEWAY INCREASE REPLICATION f 2-11-10 DECREASE HOUSE SIZE XF INCREASE REPLICATION % 4. 2-23-10 DECREASE HOUSE SIZE 11 REMAIN f REVISE POOL LOCATION Ld ,,` 2-25-10 REMOVE PROPOSED SHED G�< HISTORIC PORTION OF C, 0 if EX. DWELLING TO REMAIN. v 3-3-10 REVISE COASTAL BANK 4 1 ) g, 7. 3-15-10 REMOVE PORTION OF WALL REDUCE GUEST WING HT. 4 3-22-10 MOVE HOUSE AND WALL , C 5 INLAND. REDUCE GRADING -29-10 ADD AREA 5 9. 3 1 \ 0Y ABA bi �-1 11 0 .4 E 10. 7-12-10 REDUCE BUILDING SIZE v �Q / t' ( / t /PROPOSE MARL 11. 4-4-11 INCREASE SCALE FOR A; 16,'X32' RAIlLR A LEGIBILITY POOL.. N E 12. 4-25-11 WETLAND DEF. BY ZONING W L 13. 5-27-11 RECALC AREAS BY ZONING _ O / Z i/ t n' PROPOSED� ',\. \ ADD FULL LIMITS OF LOT C6M�MIDE}TIDELANDS PATIO. -1 L4. 9/5/11 ADD BOAT SUPPLY SHED A 10 U I % ---- - k I ';�v N A ` l / /4/y / / t t C ® N `• i t\ PROFESSIONAL KIND INFORMATION -x- I CERTIFY TO THE GBEST OF MY All \/SALT MARSH AND BELIEF THAT THE LOT CORNERS, DIME SIONS N AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON a\ ,(� ./ / /, 1 / i~ / POSED DWELLING , I AREA CRM A. CONTAINING SHELLIFIS f Ist F. ELEV 28.0 N.=39 3\ BASEM�NT SLAB ELEV 18.0 �'/ /L J 7,065± I / \I/.' J RAGE ADJACENT a m 3, GRADE ELEV=23.4 ATE ELEV. 47.0 r ',t ;. - D } i(,+ '.a ?Zr �\ . PLATE BUILDING HEIGHT=23.6' 4 PROFESSIONAL LAND SURVEYOR DATE C jURISDIC-TIONALHISTORIC!HIGH 1, PLAN a LINE V V OF 00 • LAN D TELY 0 0 -7 < lk v NOS - 153 FREEZER ROAD IN T BARNSTABLE GUEST WING -ORVER T)OD ?, CONC. BLOCK ------ MASSACHUSETTS FIRST FLOOR STRUCTURE SLAB T FLOOR BE REMOVED 'g., �,L_ To r 4, LAU EL. IV.0 WAI (BARNSTABLE COUNTY) SPARTINA 4 r // J11- LAB '4.4 PATENS PROPOSED SITE PLAN SUBJECT'TO MON. LAND DE EMBER 24, 2009 DECK Li Z REMOVE c As rAL STORM FLOWAGE C11 WELL C, UTILITY POLES; 0 �U.1 WOOD FRAMED ,CC PREPARED FOR: Mr. STUART BORNSTEIN BUILDING '13 FF=16.3 < STUBORN LIMITED PARTNERSHIP f F. 297 NORTH STREET S. PO'TION N/F In 36" SIBERIAN CONCRETE SLAB. HYANNIS, MA 02601 REMOVED STUBORN LIMITED Zw ELM 9,100± S.F. To w IN (508) 775-9316 0 PARTNERSHIP L cl ASSESSORS MAP 301 BE REMOVED mn TO BE PARCEL 6 C: z ao MAINTAINED 7.0± ACRES rn o" '--�FHISTOMCAL PORTIONI ........ CE 349 Main Street,Rt.28,Unit D OF DWELU —————— > .14.0* ACRES TO MHW n w 73.9, 11, BITUMINOUS ------- BSC GROUP REMAIN EMA ING TO W.Yarmouth Massachusetts I N n 02673 Fl,000± S.f. 5087788919 BITUMI NOUS DRIVEWAY,� 0 tL STORAGE 0 D S LE 1 20' CA 0 PROPOSED WE -1 10 HYDT SHED�(12'05'):k ELL M N. 0 5 5 10 STOCKADE 0 10 20 40 FENCE /DH X� C -/DH X N70*16 "E IND IND A PROJ. MGR.: C. FIELD X7 N70�1,6;,WE 77.92' N70-08',37"E' 273'± FIELD: D. GAZZOLO /N. MERCIER CAUC./DESIGN: K. HEALY RAIN PVC PIPES 6'47"E \i,10'±- r SHR S S/ N/F SMH ��K FENCE A. wmLlull UNDER WHARFDRAWN: RHAGIST K.HEALY T M HYDRANT I ��F,� ARK. TOP OF H N, CHECK: C. FIELD ASSE ORS MAP 300 F9, MARK:ADJACENT TO THE BARNSTABLE MARINE SERVICE -;-- ----I , - ARCEL ig XISTIrid D E LETTER "O" IN OPEN ASSESSORS MAP 300 LOATS FILE: 9295RESI0.DWG ELEV.=15.12 MLW PARCEL 21 L DWG. NO: 5865-05d SHEET 2 OF 3 JOB. NO: 4-9295.00 LIP -------6-w-" REVISIONS: FAQWrABLE HARB6P NO. DATE DESC. 1. 1-14-10 REVISE POOL LOCATION 2. 1-19-10 RELOCATE DRIVEWAY .p LOC y� _ INCREASE REPLICATION �. 3. 2-11-10 DECREASE HOUSE SIZE INCREASE REPLICATION ARCEL 2 - BY DEED '.� 4. 2-23-10 DECREASE HOUSE SIZE ON THE ORTH BY BARNSTABLE BOR ' _ REVISE POOL LOCATION p •pd 5. 2-25-10 REMOVE PROPOSED SHED _ HISTORIC PORTION OF 6A MAIN ST — EX. DWELLING TO REMAIN. 3-3-10 REVISE COASTAL BANK I I 1 7. 3-15-10 REMOVE PORTION OF WALL I 1I NOT D TO SCALE —MAP REDUCE GUEST WING HT. 3-22-10 MOVE HOUSE AND WALL i I I INLAND. REDUCE GRADING 9. 3-29-10 ADD AREA 5 10. 7-12-10 REDUCE BUILDING SIZE o 11. 4-4-11 INCREASE SCALE FOR wg ' ' _ LEGIBILITY N 12. 4-25-11 WETLAND DEF. BY ZONING m¢ 13. 5-27-11 RECALC AREAS BY ZONING I k i ADD FULL LIMITS OF LOT rLML FLAT i U O i NOTE. I CERTIFY TO THE BEST OF MY o= THE LOCUS DEED, BOOK 12037, PAGE 258, DATED ¢�j1 PROFESSIONAL KNOWLEDGE, INFORMATION ti a w 02-02-1999 REFERS TO PARCEL 1 AND PARCEL 2. 3 �•, PARCEL 1 AND PARCEL 2 ARE BETTER DEFINED IN THE AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE CHAIN OF TITLE. STRUCTURE AS DETERMINED BY Yl INSTRUMENT SURVEY AND AS SHOWN ON SPECIFICALLY PARCEL 1 IN DEED BOOK 493 PAGE 33-35 THIS PLAN ARE CORRECT. 'BEGINNING AT THE SOUTHEASTERLY CORNER OF THE v I I PREMISES .....WHICH EXTEND INTO MILL CREEK AS FAR AS OWNED THEREIN BY ALFRED CROCKER. .......TO THE BANK CRAG A. ,$ )v ) OF RENDEZVOUS CREEK, AND ON THE SAME COURSE AS N FIELD '\ FAR AS OWNED THEREIN BY ALFRED CROCKER, THENCE NORTHERLY BY RENDEZVOUS CREEK ABOUT ONE HUNDRED (100') FEET, TO THE SOUTHERLY LINE OF OTHER \�' ,� •w U SALTMARSH OWNED BY ALFRED CROCKER ........... SPECIFICALLY PARCEL 2 IN DEED BOOK 491. PAGE 541 % /•�•�I �� )- ' "ON THE EAST BY MILL CREEK; PROFESSIONAL LAND SURVEYOR DATE LIMITS OF LOT BASED / y( / .+'' )v 1 m : I ON THE SOUTH BY LAND OF THE GRANTEE (PARCEL 1) /,/•6� a )' I ON THE WEST BY RENDEZVOUS CREEK ON TOWN OF BARNSTABLE CIS DATA WHICH RUNS WEST OF POTTERS ISLAND PLAN L.reN 1 7.3t ACRES. / / J� �w �: ON THE NORTH BY THE WATERS OF BARNSTABLE HARBOR' OF LAND LIMITS OF LOT BASED ON MALCOM T. SHAW 1 F PLAN OF 1967. 153 FREEZER ROAD 8f ACRES p7'\ _�A�► ^ ` ,\., " F PLAN 220, PAGE 85 IN If BARNSTABLE MASSACHUSETTS FLAT f / � Ij 1 1 (BARNSTABLE COUNTY) r ALSO APPROXIMATE LIMITS > I� / PROPOSED OF PARCEL 2 BY LOCUS 7 DEED IN BOOK 12037, �! SITE PLAN ,_� 1 PAGE 258 AND DEED a ;I / J ` BOOK 4931 PAGE 541 >� / j / / / \ DECEMBER 24, 2009 a _ PREPARED FOR: WETLANDS / UPLAND LINE APPROVED BY o l /,— � p \\ \ Mr. STUART BORNSTEIN THE BARNSTABLE CONSERVATION w // / \ \ STUBORN LIMITED PARTNERSHIP COMMISSION IN MARCH OF 2010. THE o I r// \ 297 NORTH STREET METHOD USED FOR DELINEATION IS �a 1 (/ gpr ' '•A \ BASED ON MASS GENERAL LAW 131, z HYANNIS, MA 02601 w / i/ c' \ 508 775-9316 SECTION 40, 31A SAC 10.TT WETLAND I u1 F \ REGULATIONS, MASSACHUSETTS WETLAND wy � //)I(�i � � sp � PROTECTION ACT AND THE TOWN OF m rI OEjN6 G ;� BARNSTABLE WETLAND BYLAW. r______�_____1 a3 �I / � Q�G�Y��QEEO K� �\ \ • BSC GROUP ON Q�c(Y,\,to �pyfRE GaOG \' W.Yarmouth Massachusetts y� 349 Main Street,Rt.28,Unit D LIMITS OF PARCEL 1 BY i// /' ��g5�0 gH \ •-• 02673 LOCUS DEED IN BOOK i/ �g6. O.yN l 508 778 8919 12037, PAGE 258 AND p�, ,R345kN pS DEED BOOK 493, PAGE A� f PARCEL 7 © zoU MC c c,olP.Ill. 33-35 / I 2.5t ACRES CALCULATED •� \ / TO MLW UPLAND LAND AREA 2 I IV1\ SCALE: ' 50' WETLANDS / UPLAND LINE BASED ON .7t TO BY DEED BY ZONING \ 0 6.25 t 1' zs ZONING REGULATIONS AND IS DELINEATED w % p= BOOK 493, PAGE 33 DEFINITION 122700f S.F. BASED ON A STUDY PREPARED BY THE A~ , u,� \ \ ,� Q• If 2.82t ACRES 6� \ o so 100.a. BSC GROUP & BRAMAN ENGINEERING m u FOR THE TOWN OF BARNSTABLE IN , b \\ \ PROD. MGR.: C. FIELD 1991. THIS INDICATES AN ELEVATION OF o )�� PARCEL 1 - BY DEED {I+ \ \ - FIELD: D. GAZZOLO/N. MERCIER 13.3 MLW AS THE LIMITS OF THE "EXTENDS INTO MILL CREEK AS FAR AS OWNED BY UPLAND. THIS ELEVATION OF 13.3 IS u i ALFRED CROCKER 1 : \ CALC./DESIGN: K. HEALY THE HEIGHT OF THE WAVE RUN-UP IN I I 39'+462'+22T0 THE BANK OF RENDEZVOUS CREEK (� DRAWN: P.HAGIST/K.HEALY BARNSTABLE HARBOR AS CALCULATED C¢ ;t AND AS FAR AS OWNED. BY.ALFRED CROCKER- CHECK: C. FIELD FROM THE USACOE LOW COAST SHORE ffitFILE: 9295RES9-B.DWG -- - ' PROTECTION MANUAL OF 1981. �Y \ � ��m ' �g ELEVATION 13.3 /I sfYr9 m / DWG. NO: 5865-05 Er'QLO JOB. NO: 4-9295.00 SHEET 3 of 3 ' REVISIONS: NO BAW/STABLE M4RBDR NO. DATE DESC. 1. 1-14-10 REVISE POOL LOCATION 2. 1-19-10 RELOCATE DRIVEWAY LOCUS INCREASE REPLICATION 3. 2-11-10 DECREASE HOUSE SIZE INCREASE REPLICATION ARCEL 2 - BY DEED 4. 2-23-10 DECREASE HOUSE SIZE ON THE ORTH BY BARNSTABLE BOR _� REVISE POOL LOCATION .p 5. 2-25-10 REMOVE PROPOSED SHED o — _ HISTORIC PORTION OF 6A MAIN ST — EX. DWELLING TO REMAIN. 6. 3-3-10 REVISE COASTAL BANK 7. 3-15-10 REMOVE PORTION OF WALL LOCUS MAP REDUCE GUEST WING HT. I NOT TO SCALE g 3-22-10 MOVE HOUSE AND WALL 1 I INLAND. REDUCE GRADING I 9. 3-29-10 ADD AREA 5 10. 7-12-10 REDUCE BUILDING SIZE 0 ' 11. 4-4-11 INCREASE SCALE FOR LEGIBILITY oN 12. 4-25-11 WETLAND DEF. BY ZONING 5-27-11 RECALC AREAS BY ZONING I - ADD FULL LIMITS OF LOT O {q J� rZw Fur10 THE LOCUS DEED, BOOK 12037, PAGE 258, DATED I CERTIFY K THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION 02-02-1999 REFERS TO PARCEL 1 AND PARCEL 2. AND BELIEF THAT THE LOT CORNERS, p �Q' 3 ��• I PARCEL 1 AND PARCEL 2 ARE BETTER DEFINED IN THE DIMENSIONS AND SETBACKS TO THE CHAIN OF TITLE. STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON SPECIFICALLY PARCEL 1 IN DEED BOOK 493 PAGE 33-35 THIS PLAN ARE CORRECT. W 0g j• �\ \"�_•\ I `BEGINNING AT THE SOUTHEASTERLY CORNER OF THE '-\ I PREMISES ....WHICH EXTEND INTO MILL CREEK THE FAR K AIG q OWNED THEREIN BY ALFRED CROCKER, ......TO THE BANK CRNGA OF RENDEZVOUS CREEK, AND ON THE SAME COURSE ASFIELD 11L ( FAR AS OWNED THEREIN BY ALFRED CROCKER, THENCE Naseos& \ NORTHERLY BY RENDEZVOUS CREEK ABOUT ONE HUNDRED Y (100') FEET, TO THE SOUTHERLY LINE OF OTHER ^, w \� > w v I SALTMARSH OWNED BY ALFRED CROCKER .......... SPECIFICALLY PARCEL 2 IN DEED BOOK 491, PAGE 541 ,' % �•�' •(- ( 'ON THE EAST BY MILL CREEK; PROFESSIONAL LAND SURVEYOR DATE LIMITS LOT BASED y( I m I ON THE SOUTH BY LAND OF THE GRANTEE(PARCEL 1) ON TOWN / Ll 1 ' • -. N OF �,� o� J I: I ON,THE WEST BY RENDEZVOUS CREEK PLAN , BARNSTABLE GIS DATA WHICH RUNS WEST OF POTTERS ISLAND 7.3t ACRES. / / "' ON THE NORTH BY THE WATERS OF BARNSTABLE HARBOR' UW �' OF Z LAND LIMITS OF LOT BASED `^ O ON MALCOM T. SHAW ♦ / �/ F PLAN OF 1967. 4g I i - Q I 153 FREEZER ROAD 8f ACRES • t PLAN 220, PAGE 85 ' -—_ F IN BARNSTABLE MASSACHUSETTS Fur f� ' � •', (BARNSTABLE COUNTY) ALSO APPROXIMATE LIMITS / OF PARCEL 2 BY LOCUS (�. � ' � �;�� PROPOSED DEED IN BOOK 12037, / y / a PAGE 258 AND DEED �• �� r� ` � SITE PLAN BOOK 4931 PAGE 541 / \ DECEMBER 24, 2009 \ `�� PREPARED FOR: U �1r WETLANDS / UPLAND LINE APPROVED 8Y O A. )v / y / \ Mr. STUART BORNSTEIN THE BARNSTABLE CONSERVATION w _4 // \ \ \ STUBORN LIMITED PARTNERSHIP COMMISSION IN MARCH OF 2010. THE o f _ Y// ••.A \ 297 NORTH STREET METHOD USED FOR DELINEATION IS rm� 1 (% g - \ \ \ HYANNIS, MA 02601 BASED ON MASS GENERAL LAW 131, SECTION 40, 310 CMR 10.00 WETLAND (508) 775-9316 REGULATIONS, MASSACHUSETTS WETLAND PROTECTION ACT AND THE TOWN OF 1 /• OE f.G i� �'•_� \ \ BARNSTABLE WETLAND BYLAW. wm �(/ pf \ aw �!/' / gKp�,pS�R�oc BSC GROUP �gp OR \, 349 Main Street,Rt.28,Unit D In _OW. LIMITS OF PARCEL 1 BY t,y6q i�// Px�S EpRg \ 02673 Yarmouth Massachusetts LOCUS DEED BOOK 12037, PAGE I258 AND P" '/ ",-k I'Is OWN �' }" 508 778 8919 DEED BOOK 493, PAGE A`A•�g f� PARCEL 1 '.\ © 2011 The 6 g.SC Gm,p,lo 33-35 ( 2.5t ACRES CALCULATED l \ \ .� nj TO MLW UPLAND LAND AREA I:\ WETLANDS / UPLAND LINE BASED ON �' ( ` 2.7t ACRES BY DEED 13Y ZONING \ \ 0 6E5 125- 50 25 a+vn ZONING REGULATIONS AND IS DELINEATED pr BOOK 493, PAGE 33 DEFINITION \ ` BASED ON A STUDY PREPARED BY THE ham' %/� 122,700t S.F. \ \ � 0 25 50 BSC GROUP & BRAMAN ENGINEERING CO Q If 2.82t ACRES b \ \ FOR THE TOWN OF BARNSTABLE IN ,, U u b PROJ. MGR.: C. FIELD - 1991.THIS INDICATES AN ELEVATION OF i o �� PARCEL 1 - BY DEED {^ \\ FIELD: D. GAZZOLO/ N. MERCIER 13.3 MLW AS THE LIMITS OF THE '- 'EXTENDS INTO MILL CREEK AS FAR AS OWNED BY RI CALC./DESIGN: K. HEALY UPLAND. THIS ELEVATION OF 13.3 IS ALFRED CROCKER THE HEIGHT OF THE WAVE RUN-UP IN u 39'+462'+22'TO THE BANK OF RENDEZVOUS CREEK )� BARNSTABLE HARBOR AS CALCULATED 4 I ( _ -1 wm� AND AS FAR AS OWNED ALFRED CROCKER' ' DRAWN: C.HFIELDAGIS�T/ K.HEALY ' CHECK: C. FIELD FROM THE USACOE LOW COAST SHORE FILE: 9295RES9-B.DWG PROTECTION MANUAL OF 1981. � \ ,�g / 'r DWG. N0: 5865-05 ELEVATION 13.3 �� It �� JOB. NO: 4-9295.00 SHEET 3 OF 3 L zDA t .;i ` - ¢ m 4� To Of C Plate_ 8 m iC Second Floor 38 N - - Guest House FF- �V 9 First Floor - _...���"7 ze' o"� ..�, Basement BN-0BN- 1 West V U W w Z O Q W U J. as -" W LAUi V ;LLJ V Uj J LU CO Z U- U Z Q m No. Deavipllon Date NEW RESIDENCE Scheme 11 Elevations P.j.a—ber F-10-002 Date 7-13-2011 a . D.-by SMPIV checked by DHS A/� nr�.2/� G a - scale 1/6" 3 , T r ,/ • � r __. --�•C 'Y,S. 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'�r III " •1 'flarrPitJi�{� �f1t7�#yir/r varl6� a���'9��aEtG.�ss�,"�7�IYra>b��_fi.+f-t'>�`-� luliiu�,�i�°4lduru991:a1•„� f�, ,6 ..•w ■� • r V 8 a awa=��"�y+rw� llll ravel�r•n�cr-�LIIII.�"�-� r� �. ��_` � �1 ■ .1 / GAZEBO \ N TO REMAINKum sr ° Q ® 4 LOCUS MAP W W NOT TO SCALE J2 REVISIONS: yY7 m U r'fr 1•'�_.. -�, NO. DATE DESC. Y u ~ - / j ...., ®� p 1a- ABANDONED — \11IL/ U yP/ - PROPOSEO�"• o a MARINE n 1 •_ / ( 16'x32' t . "- RAILROAD V — Q / POOL. a \ COMMONWEALTH \ __ PROPOSED ~ I \`\ TIDELANDS — \ PATIO. _ • T 11 1 CERDN TO THE BEST OF MY / W \ \ AND�BEUIF THAAL OT�1HE IOTE. FO MATION CORNERS, DIMENSION AND SErBAC ' -•�\ STRUCTURE AS DETERMINED TO E R INED INSTRUMENT SURVEY AND AS SHOWN ON \ SALT MARSH 7m THIS PLAN ARE CORRECT. Q - PROPOSED DWELLING BASEMENT SLAB ELEV 18.0 � ® 3AREA CONTAINING SHELLFISH 7, - A yy rp O Ist ELEV 28.0 ® ® 7.0•.- O\ `Q�pd 665t S.F. N AVERAGE ADJACENT - ® ® _ f GRADE ELEV=2J.4 ® - D PLATE ELEV. 47.L` 9yy� PROFESSIONAL LAND SURVEYOR DATE 1 I BUILDING HEIGHT=23.1� %; ® ® f r - <\ l PROPOSED SHED, FENCE & ENTRANCE GATE LAYOUT � PRIVATELY® \ Ilk o j - T�'_ ll 4:\ TIDELANDS AT FILLED Q�� hir ,.�1\ ® ® M 153 FREEZER ROAD ' \1-�\ ® GUEST YANG~ ® - ". CONC. BLOCKSTRUCTURE \`\ IN cn FlR1;T -LOOR "� ® TO BE REMOVED �/ ® ® sLAe a 19.0 / BARNSTABLE =PQ zP•Q1� / sPARTINA MASSACHUSETTS 20 O PATENS (BARNSTABLE COUNTY) o -` 1( .- ���e / .-Up i LAND SUBJECT TO MON. u \ \ SITE PLAN t ' DECK ` .! i REMOVE !S ' COASTAL STORM FLOWAGE WELL m - unuTY POLES 2-STORY o NOCEMBER 29, 2011 i WOOD FRAMED 2-FAMILY BUILDING FF=16.3 -_ \ Mr. STUART BORNSTEIN ylpy 3,680f S.F. ` o z STUBORN LIMITED PARTNERSHIP ORTION TO BE / '2 N� J I \ 297 NORTH STREET CONCRETE SLAB. z REMO I I STUBORN LIMITED o c PARTNERSHIP 9,100t S.F. TO �N mL� - %.00 HYANNIS. MA 02601 DECK -� _ ASSESSORS MAP 301 BE REMOVED 7 �.'< - br�o (508) 775-9316 4 PARCEL 6 ce= in m . I i 7.0t ACRES zw' 4.03 ACRES TO MHW U 1 y�Tm 73.9' Ww co BSC GROUP I I PORTION '`� a• TO - ¢ ' 1 C �F DWELLING TO _ -I 349 Main Street,Rt.28,Unit ID EMAIN 1', �[' W.Yarmouth Massachusetts Ot s.f. o f / / I 02673 BITUMINOUS DRIVEWAY — WELL 1 5087788919 RMM 14.0 / ' - _./ PROPOSED STORAGET ® MON. WELL W ©aon Tn.sx a Iw. I l STOCKADE N �! IN�6:� HYD SHED (12'K75')f o WELL �: 1'a 20• d FENCE CB/DH =''60-a / C8/DH `Vo „Q' 0 FND .. UP X c z-0 s to _ I 0 10 20 b im I 7016'47'E 110'* 5239' /,` - N70-fs E 77.92' - N70'08'37'E 273'i PROD:MGR.: 0. nELD IN� SMH SHRUB%- /� CHAIN LINK N �Py FIELD: D.GAZZOLD/N.MERCIER MYLES A. WALTON 15.2 "+.. UN PVC PI CALL./DESIGN: K.HEALY ASSESSORS MAP 300 a'�/ rEIENCH MARK: TOP OF HYDRANT ' ' DER WH DRAWN: P.HAGIST/K.HEAILY / PARCEL 19 E BOLT ADJACENT TO THE BARNSTABLE MARINE SERVICE EXISTING [jEEMIR b'IN OPEN ASSESSORS MAP 300 � FLOATS CHECK: C.FIELD 6' �(`�/ P.O =15.12 MLW PARCEL 21 W. , FILE. 9295RESf0.DWG Q0�6� DWG.NO: 5865-07 UP JOB.NO: 4-9295.00 SHEEP 1 OF 1 L CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. �k OF Mass� q o DAVIO yG LIVINGSTON u PORTER No.30110 -� ISTER�O ss/ONAL E� ol Y pt r 46' ,V '__ —`"V �,IBARNSTABLE X�� ` \ t\� 1�\ NO SCALE FROM NOAA CHART No. 13251 `� I RIP RAP \� c �or�G ' �`� `�°� `�,\ �e `; I LOCUS P LAN jk, ti 1 \ ` �, 0 \ w� \ X DATUM: MLW = 0.0' Z TOP OF'BANK --�� �.�UL �`F ` I -�'`� \\ ?,`i MHWI= +9.5' z �1��C0 '� MLW -�0 0\ �t r \ %' '�� % I I P`' �y 0 00 ` v �� a !o 1'• CONCRETE SLAB 0 � v v )`F. EQ^� A l � f �� 10 A e `" 130�RTION OF TH\ !XI TIN(3 0 ` G BOAT t LICENSED RF #1,1 0. 1 STORAGE ' r 4200t S.F \BE RE O�D\ \ V i 1 INCLUDING NUMEOUS\\d \ �, .!" EXISTING PILES}A`�1D�TWO i� WELL $DIAhI ATED, I I WOODEN BULKHEA S ®W�LL WOOf) HARF� /HAIN LINK FENCE X _ ^tom j 1 '\ ! �/ I o ! t►Of Mq N70'O8*37'E/273't ssq , 'o i IPA . �-' E -✓/// o f 6' PVC PIPES LI1/INGS,TON1+ N/ UNDER-WHARF o ` PORTER BARNSTABLE dAFRINE SERVICE 0� ✓ --- __"..o•� / No.30110 t ASSESSORS MAP 300 r�0. ,` :o MLW % �r \A_ I ` PARCEL 21 J�OO EXISTING SITE PLAN 40 20 0 40 SCALE: 1"=40'-0' SHEET 1 0 F 8 SCALE OF FEET PLANS ACCOMPANYING PETITION OF STUBORN LIMITED PARTNERSHIP TO CONSTRUCT AND MAINTAIN A STEEL SHEET PILE RETAINING WALL, FLOATING DOCK AND GANGWAY AT 153 FREEZER ROAD — BARNSTABLE COUNTY OF BARNSTABLE, MASSACHUSETTS FEBRUARY 2014 CUT LINE CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. N OF 414S 9�. o`er DAVID tiG LIVINGSTON 0 PORTER N No. 10110 Fss/ONAL ENG� o a? 'n _ + o II {' 3 II II II J O H O O O O t + t w I I 3 w w w w w I i s � u- f Ld 2 I IN � O X w ' (O—i m D (L Ld Z } Ill �am z J J I zUJI Ld Q O U O O i ri a. 3 iiij � I g { Iw o 'O i I LLJ ff Z 4 I i o o _ I i n � L) W o 0 r < N Ld 0w ZQ V) � V) 0 T N H W 00 co J Lq FL w ! m p w � i L i g u m \H OF Mess ' I 9 W j i DAVID �yG Li g LIVINGSTON 1-14 z PORTER y zo o ` No.30110 s O AL SHEET 2 OF 8 CUT LINE CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. �k OF Mgss� q F DAVID yc LIVINGSTON u PORTER No.30110 �FGIST ERGO ` FSS/ONAL DATUM: MLW = 0.0' ® — HTL = +1 1.9' MHW = +9.5' \ . . . . . . . . MLW = 0.0' l� EXISTING RIP RAP 7 I`(TYP \ MFr,a I !•�;f�. SEE SHEET 5 OF 8 FOR DREDGING 3 PZ 27 STEEL � SHEET PILE ,t BULKHEAD _,. z Z w _-_-_- 26' �� �( n J D .� �,el ~ rn N I,I 'si �� 6'x51' < co FLOATING DOCK a BULKHEAD 34'-0" p p B B p TIMBER FENDER If PILE (TYP)�� cl !I 12"0 STEEL PIPE CONCRETE o o i MOORING PILE (TYP) DEADMAN (TYP) 12'x20' FLOATING DOCK TIE ROD (TYP) II 5'x24' FLOATING DOCK WE \0 440' GANGWAY �? 0 MON. 0, WELL CHAIN LINK FENCER -"`(_ +I GANGWAY PLATFORM R j ✓� � . SEE SHEET 7 OF 8 6" PVC PIPES OF r ^` _. S q(` DAVID yG LIVINGSTON 1C.W`;, • c PORTER No.30110 r=•` SOAL � N PROPOSED PLAN 30 10 0 30 SCALE: 1"-30'-0" SHEET 3 0 F 8 SCALE OF FEET CUT LINE CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. H OF 414S 9 DAVID �yG LIVINGSTON PORTER No.30110 �FO/ST l \� Fss/ONAI�aG o a? in . 0 of 0 II + + 0 II II II o 0 0 0 4 w 4 0 ui I 3 w w w M. w w I �0 w j X m / a; a{_j { �� w a o ui 0 D +z i T I ego � / N0 I Ld Z { Z J J 1 a v=i z l i w , p ® o U n I p = F- Lu w w= , - I / 1 Q z p w w o 0 U N m i t ( X p / i LO W W w J J NJ I ! i N in %� O N ¢ U w 3 O W W I J O i I-I I ' N L'"� / Z °' !� '� W a {X I iW O I I I f / ;w p k I � IU Y I Z J Zg 10� I i NN X W U W \/ I { O i 0 i LA U '` �X Z IW 0 Zn �S ! U 1 } z o + \� I w �ZN OF 414SS p w I Z o DAVID F a t f LIVINGSTON �' — 0 PORTER H a o a No.30110 00 pw Qw I 00 C)w j SO AL xz w „0-,S SHEET 4 OF 8 CUT LINE CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. N of Mgss 9 o`er DAVID �yG LIVINGSTON u PORTER y No.30110 •o��c �FG/ST ` FSS�ONAI ENG j ��� •• \` �\ �, �\ DATUM: MLW = 0.0' ••• s. �, l t _ _ HTL = +11.9' MHW = +9.5' .......... MLW = 0.0' NA it l r,. �r ry'4 I.�,( ��f.-wit ` t Q \� ` EXISTING SIDE $CORES O� \\A, MARASP.IN CREEK CHANN&\`THE 1908 CHANNEL TO BE MAINTENANCE"Mb kIMPROVEMENT DREDGED. �y TOTAL 6,800t S.F. , , `c^ 4` 7% t\ _Z Z l // , EXISTING CONCRETE BULKHEAD APPROXIMATE LIMIT OF FORMER CHANNEL SIDE SLOPE NEW STEEL .LIMITS OFF PROPbSED� SHEET PILE BULKHEAD :® DREDGING TO A�DEPTH / `..� `•�`'� `' 1 \OF\-,`5, PAY' -6 FORMER FILL AREAS FROM 1937 DREDGING TO BE CONSIDERED j �/ �A- IMPROVEMENT DREDGING 3,760t S.F. fi /� \ `4 �`� AREA OF FILL .'•:•. . �/', �' ,f�,�`,•..�.,�-...,.��...�, � ` \`.. 1,263 S.F. MON % t WELL f- MON. l ! I 1 t 1 r/ WELL CHAIN LINK FENCE COMMONWEALTH OF ,X--- X--r �- l .. l j .��' MASSACHUSETfS HARBOR,&; '..: —COMMISSIONERS ORFICE PLAN OF BARNSTABLE PARBOR, BARNSTABLE UNDE CHAPTER 106 RESOLVESF 1908 6 PVC PIPES'" i DREDGE FOOTPRINT 1004 WIDE TO A DEPTH I OF �5 MLW. /`/_ r}�; •. y � _ - ' ' ���t1�tOF Mgss I '� DAVID �c LIVINGSTON , ``_"PORTER No.30116 SOALN 30 10 0 30 PROPOSED DREDGE PLAN SCALE: 1"=30'-O" SCALE OF FEET SHEET 5 OF 8 CUT LINE CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. OF 414SX o DAVID rya LIVINGSTON u PORTER H No.30110 �FGISTER�� ` FSS�ONAL ENG\ o o of 4 p + + o 3 II II II J 3 3 � O Q O O Oui O O to O O J O O + + + W Ii I 3 w w w w w i I z z \r, W W v W \\•\/\ W \ti ff u in Q {{\\ r. �r� w J N W I.� �\\\�\\�,/� �O all Li X\'I \, III¢ U co z w J I I\ \\\`i\0N... ' 421 W � o 0 Q N�7 i ``�\�`\`\W\F W w i0. y i I i / � 11 Q S 1 I LJ / QQ W \S (0 m I I zm f I ! N r X� I� ! I W 17 W NjH of MAssq�ti o DAVID LIVINGSTON u PORTER N No.30110 S 0 AL SHEET 6 OF 8 CUT LINE w.� CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. N OF MAssq o DAVID rya LIVINGSTON T, PORTER H No.30110 li ` �SS�ONAL DATUM: MLW = 0.0' HTL = +11.9' VA MHW = +9.5' MLW = 0.0' STEEL SHEET PILE CAP �� 4' WIDE GANGWAY 3"x8" TIMBER DECKING D D o W W z z J J I- F- U U 7'-4 1/2" 1 1/2"m PIPE GUARD RAIL GANGWAY PLATFORM DECK PLAN SCALE: 3/8"=1'-0" I I STEEL I I I I SHEET PILE 12x12" TIMBER EDGE STRINGER BULKHEAD I I I 12"0 STEEL 6'-10 5/8" i PIPE PILE (TYP) I I I I I L- ------------- J - III/ 4"x12" TIMBER I I III II STRINGER (TYP) -�- STEEL SUPPORT II ® ANGLE D N o 0 II I STEEL PILE CAP LO �II �` � ,H OF �Ass9 II ` DAVID �yG LIVINGSTON --- I PORTER N 7'—6" No.30110 S0ALN GANGWAY PLATFORM FRAMING PLAN SCALE: 3/8"=l'-0" SHEET 7 OF 8 CUT LINE CUT LINE I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. ,jH OF MAssq o DAVID pyG LIVINGSTON u PORTER N No.30110 0 1'0 ,c �FGIST ` �SS�ONAI ENG` DATUM: MLW = 0.0' HTL = +11.9' MHW = +9.5' MLW = 0.0' GANGWAY RAIL 4" MAX. (TYP) 1 1/2"0 STEELF7 yl PIPE GUARD RAIL III/I'- CONCRETE SLAB E (EL. +15.0') 3" TIMBER DECKING I IFII w w e TIMBER STRINGER /\ STEEL CLIP ANGLE j\ 9"x9"x1/2" \\ SUPPORT ANGLE 3/4"0 GALV. BOLT (TYP) / /\ HP14x68 PILE CAP 1" TOP PLATE STEEL SHEET I \\ PILE BULKHEAD �� �� 12"0 STEEL PIPE PILE SECTION D-D SCALE: 3/8"=1'—O" 2 1 0 2 SCALE OF FEET OF Mgss r 9 DAVID tiG LIVINGSTON PORTER No.30110 S O AIL SHEET 8 OF 8 CUT LINE v PERIMETER BOND BEAM#4 REBAR. 3 RODS. 6" O.C. WjE: POOL SECTION SCALE' AT 3/6' 1' V GUNITE BEAM 20' f H3" o WATER LEVEL MAXIMA 3 ' V-0' DEPTH a VERTICAL WALL 3 YERTI(`,AL O a ^� BRICK FOR 2'-0' DEPTH STEEL ALIGNMENT TYP. 7' All MAXIMUM 6 GUNITE 4*-00 DEPTH WALL THICKNESS 1 ow �._. W-0' DEPTH 3 (N `� o---- '- ' DEPTH / Qy Tyfc& 10" _FLOOR M s 03 REBAR O 12' O.C.E.W. ._ . t 0' ADDITIONAL #3 BARS AT 12' O.C. to et O _.._ 7 0 DEPTH L AT SLOPE.TRANSITION POINT. oleo �o at _ TO BE PLACED IN 1�1 ' THICK GUNITE OF REGULAR�BARS, RESULTING IN A 6"X 2'CBAR PATTERN 12 2" 6' GUNITE GREATERTHANWATER DEPIN FLOOR THICKNESS ADDITIONAL #3 BARS 12' O/C THRU BOTTOM RADIUS TERMINATE BARS WITHIN 1 FOOT OF HYDROSTATIC RELIEF VALVE IN • TOP OF BEAM LAP ALL BARS 18" MIN.* SEPARATE POT IF WATER ENCOUNTERED V TYPICAL WALL STEEL DETAIL TYPICAL FLOOR STEEL DETAIL jr it PRESSURE GAUGE C�0 FILTER wRETURN JINE T POOL • ; 2" FILTER �R ac > A SKIMMER 9�+wOSH oowouT ,a- wry, MINI PUMP 11Y1TH HAIR AND , _ t r� UK to EYOIID'w#S . LINT STRAINER 2 i Q.Ecnluw j ' P PC ON Hydrostatic MDX Grain UNE Volvo System SVRS Pot Q SUM uirt %am oaoPVC ism uEa 7N= GIVE RETURN FITTINGS, 2 MINIMUM Notes and Specifications LIGHT INSTALLATION WITH JUNCTION SOMOUT DETAIL BOX • 1. All contruction Work to conform to State and local code. sXIM vita 2. Pool shall be wired and grounded in strict accordance TYPICAL PLUMBING SCHEMATIC with the latest edition of Article 680 of The National Q, Electric Code �f y Deed by the gunte me fRAwE AM OWE U0 BsowaiL U.0 3. Concrete to be 0 PI i method and have a a nt�FLM wr�r w ]PO SUM M 28 day strength in excess of 4000 psi. WAIM STOP HYM RELIEF H3 ,IrtA ot924 PIZ VALVE 97Hi41W7140 4. Reinforcing steel to meet ASTM-615 Grade 40 quality. Splices are to be lapped a minimum of 40 bar diameters. Sol , 5. Piping to be NSF approved Schedule 40 PVC piping. I I I I �) Solvent welded after cleaning with solvent cleaner. f r" y OF 6. As per MA IRC Code Section AG106 (3109), all pools and spas USA J. a III I O I are to be equipped with 2 main drains seperated by 3 feet. I I I ���NELL Further, the suction piping shall have a Safety Vacuum - �r STRUCTURAL p p g III I co"CT� ► R� C1o. 991T O Release System as per ANSI/ASME Section A112.19.17 - TueEs III SCALL - ' SrOFJALE 7. At Depths 5' or Greater additional #3 Bars at 12" O/C Vertically through Bottom Radius. Terminate bars within 1 foot of top of Beam. Lap all Bars minimum of 18". HYDROSTATIC MDX DETAIL Additional Bars to be placed in center POT DETAIL to auolmM SLY, W m scAE of regular bars. resulting in a 6"02" Bar pattern slrcwuon an /� ROUGH STONE REVETMENT I BAkts AR/E HARBOR ---,.._ '✓�� ",,y ! • , LOCUS INFORMATION NOTES: ... a° /• ,,;:,- ' /��:;�.�� �'��'; { `,� -. ~ 1. THE INFORMATION DEPICTED HERON IS A RESULT OF AN �'� /• \ Z INSTRUMENT SURVEY AND HYDROGRAPHIC SURVEY PERFORMED -n CURRENT OWNER: STUBORN LIMITED PARTNERSHIP BETWEEN OCTOBER 29, 2007 AND NOVEMBER 27, 2007. A LOCUS w // l • ~' '! �� \\ ' i I �. WOOD FRAMED WAREHOUSE BUILDING HAS SINCE BEEN c/H I I _ • Z 1 y REMOVED. 2/ y TITLE REFERENCE: BOOK 12037, PAGE: 257 �. i'' 1 %-• � / -- � � '` � ••" , '; I I \`�'-. 2. THE HORIZONTAL DATUM IS NAD-83, AND THE VERTICAL o c� PLAN REFERENCE: BOOK 220, PAGE 85 DATUM IS MLW. V► A% o \t/ I ,p -00 / 1 . , 1 ; � ` ` -i � •' I I ! ! ASSESSORS MAP: 301 3. THE BENCH MARK USED WAS A CHISELED SQUARE AT THE Y BUSH POINT COMFORT STATION ELEV.=18.39 MLW AS SHOWN / Iti I )' Y, PARCEL: 6 ON THE TOWN OF BARNSTABLE DREDGING PLAN DATED V / - � � OCTOBER 11, 2006. '�` OVERLAY DISTRICT: NOT IN A ZONE II C , , SALT MARSH 1 I I f 4. THE DATUM RELATIONSHIP IS AS FOLLOWS: V ' FEMA FLOOD MLW ELEV.-4.96' NGVD 1929 ELEV 0.0' 6A MAIN S7 r,, �,• ,, � �,._ . ; i I ( ! ��.. 'M1 � i `� � I _ " - " 6A r ..;=,ti j i ZONE DISTRICT: V 4 , A-5 EL-17 DATED 7/2/92 5. WETLANDS DELINEATED BY NORMAN HAYES PWS. / w•••�u�� --- j' I r •,C 1�> ( ! �1 ' i; 1 PANEL #250001 0001 D 6. MLW=O, MHW=9.5, HTL=11.9 0 l • ---- MINIMUM LOT SIZE: 7,500 S.F. LOCUS MAC 7. THE BASE FLOOD ZONE ON THE SITE IS ELEVATION 17. NOT TO SCALE THERE AR0 r'` THAT ARE ABOVE EXISTING LOT SIZE: 7.0± ACRES THAT ARE ENCLUDED N THEAREAS OF THE SITE FLOOD MAPS AS FLOOD ZONEN 17 "A-5" ELEVATION 17. REVISIONS: UPLAND AREA: 138 606t S.F. 3.18t AC.) t j WALK-OVER STRUCTURE �. `' I " -'t.. y ; I 4 4' i ! rl 8. EXISTING DIRT PATHWAYS TO GAZEBO AND EXISTING NO. DATE DESC. • f TO REMAIN -`� i I• ; AREA ABOVE MHW: 173,958f S.F. (3.99t AC.) 1' � r � •� i I '`, � � ti � BOARDWALK TO BE MAINTAINED. !-Ilk W I Li -- ` wCD -n 1 �vZONE V4 (EL=20 MLW) ZONE A5 (EL.=17 MLW fW W o - \ �\<EL.=12' NGVD> ` 'f(\ AS DEPICTED ON y C i a x o:...�. _ i NOTES: C� FLOOD MAPS � � ' -I• ,` `�` � �, �'�. ,' _- � ` �,.''"`, •k t ° ' , a ( rn r. i i PROPOSED FO 1 ANON CLIMBABLE FENCE IS P R I THE ENTIRE PERIMETER OF THE POOL I CERTIFY TO THE BEST OF MY �1y I 1. I I t 2. GATES WILL BE INSTALLED AS SHOWN ON THE` PROFESSIONAL (KNOWLEDGE, INFORMATION PLAN AND WILL HAVE THE APPROPRIATE LOCKING i' , r ; / ' f j I i , •• MECHANISM AND WILL ONLY OPEN OUTWARDS. AND BELIEF THAT THE LOT CORNERS, 3. THERE IS NO SEPTIC LEACHING AREA ON SITE. DIMENSIONS AND SETBACKS TO THE / THE PROPERTY IS CONNECTED TO TOWN SEWER. STRUCTURE AS DETERMINED BY�� f�r �' /, � �, •t , l �. ` ,'-- I 1 � r''� �.. I �.i ; � .i ' - r //' 4. THE PROPOSED POOL IS 295' FROM THE STREET INSTRUMENT SURVEY AND AS SHOWN ON • ' ..,, 1 ,1 ,i.' I LINE, R N TO THE EDGE OF TO BE MAINTAINED ! 't,- `- AND CREATE THAN 50 THIS PLAN ARE CORRECT. ' PATHWAY I; END OF WALL ., t COASTAL BANK. MAINTENANCE IIt w., % h 5. THE PROPOSED POOL IS IN THE SAME LOCATION B-1 I ` AS PREVIOUSLY APPROVED. TM 100000 GAZEBO i �` � � ,,r CRAIG A. f� 1 j f -4 I , �t �. FIE f ) �/ TO REMAIN ��° ( , > No.38039 W / t r f `r �_"1� r ! _ aC3 a _ I ` , 2. + �; PROFESSIONAL LAND SURVEYOR DATE PROPOSED 16'X32' ABANDONED 1 \ POOL. ! i �' � \ MARINE CO MONWEAL \� ��'�: I TH I �Z i PROPOSED q1 ,\ 9PLA ",. N AT JL 1. /, .: "rJ y.. / i i , V '�I.� r•! ` -�l� ` \ '1 ; �� ` �•-•� Z � \' SALJ..MARSH `� tc n' ! /! :• POOL.( ,��,/, , ' ;\'� ` t `' 153 FREEZER ROAD f /w! ARFA CONTAJNIING SHELU 1 `� r73 / FILTRATION I i. .-• I ^ � l ` � I SYSTEM 3'�► ' ` TO NEW FOUNDATIONi j, �A '', 'CT\ ; . . DEPICT THE POOL PROPOSED SLAB ?2•0. S�7 f I •� I .n �nZ "� - ELEV 18.0 Ist F. �. L I L �, may. v FENCE & GATES r / , \EL8.0 r, 65t HISTORIC TDELANDS \'. i \. ~ •• ' .. • TOP WALL :• ' • 63 -, � ' ' I -3 � ", , , `` .' `,�� �`� 1 d... ,;, •, t , •r / / r' �: ;° I ELEV 25.0 •0' 38.0' • :,, . <: :, <\` _• j 0 `� , IN r 180 / c REGRADE �. l . EXTERIOR I / ti AREA BEHIND , � BARNSTABLE LOWER ' . NEW TOP OF ! RETAINING / 1 WALL TO AN • / / WALL TO ELEVATION l .\ MASSACHUSETTS SUPPORT / ,,� 1 ,8 , 2SQ OF 15t \ ;r / GRADING r 1.000± CYDs f Y. -'' I ,. (BARNSTABLE COUNTY) I / PPE ti ! > ' r' ., 1'pP AI��� LEVEL .,:. ` ` �, �-'` NOVEMBER 1 2012 E 19. DECK - ;_ . ``, ` V �' •+ • A / -- /. �, ;7.0 \l - : DEP ti DEP JD 9 - 1 _ �-T-� PREPARED FOR: / / 1 WATERWAYS �O 4 i' •• i i i 1 ?6 D�OUNDATION LICENSE - - rr , ° , B-6 l J 36 1 : ' /11 - Mr. STUART BORNSTEIN roc o, 070 � . , `�. 1 , /,� , o sPARTINA ,f . - STUBORN LIMITED PARTNERSHIP i t 9 BG ``r.PATENS ''.t e ' ���• ,' ; ry�F it N-1 \ j' 297 NORTH STREET Q 4 2� 1L T �/ ; •ri / t !B� : END OF WA E HYAN N I S, MA02601EXISANG CONCRETE WALL oc (508) 775-9316 I MO ti / s / :• / `�� ', `moo ,r i' COALTALD STORMCFLOOA W L -- w 7 tv i� 1 , , z J 16.0 N UP ! / Q _ N 13 y BSCr.. •�//// t . • i, `, o 1 349 Main Street, Rt. 28, Unit D • M 14.0 �� W. Yarmouth Massachusetts /,7l _PROPOSED DEWATERING do r I � o z I o ! \ 02673` + 5087788919 DISPOSAL AREA I I I Z o a I 1 © 2012 The BSC Group, Inc. 73.9' _ I BIT. I / ...2,000,CYDS -- J -� W N w y ! 1 RRIVEWA'tt / =- - / x I v; B-7 ` , \ i rl EXIST( G ---fi / _ .-_ ----- _ ,` w - {� fl ' BUiLD�'NG - . �, , SEE •.,� .r � „ _ 11� t I DETAIL F` ` t SCALE: 1 30 = 32.0' i cam/ HEET \ 4 \ 0 3.75 7.5 15 Mrs o t �30 cam/ ���' MH BITUMINOUS DRIVEWAY;::" i ` ( sIPROPOSED BOAT MON. f 2 ` , t D ` tO rs / RIM 14.0._ --- _ / ; `A , SUPPLY STORAGE WELL �, ` AREA T •• 0 15 30 60 r�r II v _ ' I / 1" I I SHED (12 x15)t t E O B� I VI GATES i GA PROPOSE i D ►o M I �r INV-6,3 i,� i` ` - 1DREDGED TO -4t I _. _ �\ ti , .,; ;' a; �; •y I / '':►. _ - - _ I PROJ. MGR.: C. FIELD • OOp WHARF cat a '' HYD ' � JOIN TO , . S E AZZOLO N. MERCIER _. 1 � " ; /, i C. FENCE r" n � A / t , Y PROPOSED DRAINAGE • ' 1 ' D I 6' AREAS FIELD D G A A / 70'16'47"E '-,110' 52.39 N70'1 E i 77.92 . �, � -'" -� ' � � � ' , D TE 2,500 S.F. OF CALL. DESIGN: K. HEALY - � f;, :-'' N70'08'37" 273't - ' RE 0 WI SHRUBS CB H EXISITNG CHAIN LINK FENCE ` __ ROOF AREA /p x / N/F /SMH Sz/ ,,.. FND ri / / / ;_ ��. ` I DRAWN: P.HAGIST / K.HEALY 15.2 MYLES A. WALTON / r PvAIPE S / l �/ f,.- ,,., BENCH MARK: TOP OF HYDRANT N/F , _ UNDER WHARF f CHECK: C. FIELD ASSESSORS MAP 300! �/ P' FLANGE BOLT ADJACENT TO THE BARNSTABLE MARINE SERVICE PARCEL 19 0 A• �► " EXISTIyG / LETTER 0 IN OPEN ASSESSORS MAP 300 " FILE: 9295RES11 POOL.DWG s PARCEL 21 fLOATS H I I ��• ���'` ELEV.=15.12 MLW W• � FLOATSG ,t` WG 0 HEET 1 OF 1 UP ( x I `� D N 5865 0 t I JOB. N0: 4-9295.00 S L. i - - I • r 1 I OR E HA RB ABL S T N AR B • . i _ LOCUS INFORMATION 1 u. 1/ CURRENT OWNER. STUBORN LIMITED PARTNERSHIP a•a I _I S L�CU 7O N r _ TITLE REFERENCE: BOOK 12037 PAGE 257 _I z a A c N PLAN ..REFERENCE. BOOK 220, PAGE 85 � e c g N7r, O a ASSESSORS MAP. 301 c, •P e J 1 F PARCEL 6 / 1 OVERLAY DISTRICT: NOT IN A ZONE II Cb C}j — I ' I ' EXISTING G • A MAIN Q 6 ST GAZEBO � 6A A i Z 1 L LOCUS MAP Q NOT TO SCALE / t•- Z I _ 11 Q F- � REVISIONS. I W ;J 1 \ , a v� ! F-- Q I J Q pl F-- . 3 i 1 l7 - _ I Z / 50.5 vi N W 1 0 x W 1 � I CERTIFY TO THE BEST OF MY v Q 1 C PROFESSIONAL KNOWLEDGE INFORMATION v� P , C V I 1 :v .AND BELIEF THAT THE LOT CORNERS 4� Q , Z DIMENSIONS AND SETBACKS TO THE Z V � Q 1 f� STRUCTURE AS DETERMINED BY J SURVEY AN AS S t INSTRUMENTD OWN ON H \ Q V , / W J Vi THIS PLAN ARE CORREC T._ Z J . TM OF 1 0 Q � / 22.0 50.7 o W ' . Z CRAI G A. FlELD �,� I i I / BUILDING No.38039/ Q/ —FOUNDATION � 'lases 73 50.6 6 50 uwo I / � 1 � -713 v _ / 63.5 _ L \ WA _ TOP L I 79 0 � z.. LEV 25.0 38.0 6 E o • A N SURVEYOR DATE OFESIONLLAD i q i q EXTERIOR � PLAN Q LOWER I RETAININ of / WALL_ TO �C _SUPPORT- J \ . -. LAND O GRADING �. �. 8 2 .8 •. 11 R 153 FREEZER ROAD D q k I _ TOP WALL i O V 19.0 ELE _ IN i BAR N STAB LE 4/ Q- NEW GUEST 26.0 2 - OO H Q O WING MASSAC USETTS � O ;S �J O Q- FOUNDATION 36.0 . � i O o BARN�TABLE COUNTY) ) O � - 4- FOUNDATION QQ- o s q F q 2 _ 0 z Q 9 q ti A —BUILT PLAN S L LA N F r J N 2 01 Q LIMITED U E 5, 2 2 O STUBORN L ( PARTNERSHIP ASSESSORS MAP 301 PA RCEL 6 190.88 PREPARED FOR: 7.0 ACRES S Mr. STUART BORNSTEIN + t ACRES TO MHW 4.0 - OLD CONCRETE FOOTINGS TO STUBORN LIMITED PARTNERSHIP BE LEFT FOR STRUCTURAL 4V _ 297 NORTH STREET INTEGRITY AND COVERED WITH — / HYANNIS, MA 02601 _ APPROVED FILL NEW � PERMITTING 508 775-9316 / t 131.15► UNDER WAY- i FOR THE BIT. D I T N MO IF CA 10` , AND .: DRIVEWAY IBSC GROuT ECONSTRUCTIO / OF THE 349 Main Street Rt. 28 Unit i D EXISTING _. _._. WH A R F r _ _ I _ • W. Yarmouth Massachusetts usetts _ o assac 063I / BUILDING I I I 27 ` 508 778 8919 fSMH 1 I / I i I I � r I I `II C 2012 The- 65C Group, Inc.RIM 14,0 PROPOSED FUTURE INV_6,3 BOAT SUPPLY SHED IN THIS AREA SCALE. 1 2029.3 o HYD z` 0 D 1 0 STOCK 2.5 ' S` 10 METM A � E F E N E B D J C 0 o 10 , 2 40 F.Er i --�-- UP X � FND 40.00 N7016 47 E i PROJ. MGR.: C. FIELD �:-: 7 77.9 7016 47 E 110 N7016-4 E 2 N70 08 37. E `273 t �� H FIELD. P HAGIST N. CRISTOFORI i / SMH =i FND CALC. DESIGN. K. HEALY N F RIM 15,2 VJ , . J N TON / �- MYLES A. WAL o w K TOP OF HYDRANT N F DRAWN: P.HAGIST / K.HEALY ASSESSORS S9RS MA P 300 BENCH MARK: { , S I .•� HECK. C 3 C FIELD � MARINE SERVICE T ADJACENT TO E ffiT L� M I I h'L ANOL DOL L T THE BARN STABLE , PARCE L 19 p p� O MAP 300 ASSESSORS s IN PEN _ _ .LETTER 0 0i � P FILE. . 9295 FND ASB.DWG O ELEV. 15.12 MLW DATUM PARCEL 2 ; I �o ✓ O DWG. NO: - �0 5865 0 / i / JOB. NO: 4-9295.00 SHE ET 1 OF 1 k l i I i I I I T -- __-- T _ � l `%Mo/ \yam _ .«,... - ,.« ww..,.v .w ----- _ .: :. ,!l: ..s.--ir„ �W.'4,^,. ..lF'. _♦ M+.. :: a. W f1lt „ -'.:, .. Y,K'Y7 _ :i .^{:' .Y-- -.).: s ,.a j +i _ r1E x1r r t._ ^(:.' r.. ... .. .. _ .. .n.. ._ ._:.... .... :- ter,, .. . r. L. lry , -. [•_ :.: � .q..�. s :.- .. ._. .. .. x r t Y f ) , .. .... ... yy ......-" kG' 1. :. _ ., .'/1G. _ :: _�.., ..- -.. .. .. ... : ... .. .... _ .. .:.., .."y .. r. } ,ram. ..._. .. : _. ... ...... .:..:.. r _ 0 'REVISE POOL LOCATION 1 , 2. 1 19 1,0 RELOCATE DRIVEWAY. 14 v 1 INCREASE REPLICATION ,,.'t' ,. , . : \ \, \ - i I j` 3. 2-1 1- 0 DECREASE HOUSE SIZE INCREASE REPLICATION EBO o ,. I \ \ 1 t 4. 2-23 10 DECREASE' HOUSE SIZE \ TU REMAIN 1 i':1 1 .; •.,,• ,w. Ji :�..^_ `'_, � p Try' >r.. s G;•., , - � :.•, ;;: o REVISE POOL-LOCATION ' V �► W , \ 5. 2-25-10 REMOVE PROPOSED SHED , is , 1 0E. 0 IA a • I HISTORIC PORTION` 0 C OF co EX. DWELLING TO REMAIN. , I' G ' V 2 6. 3-3-10 REVISE COASTAL BANK v \ a , Q ° > m J m., ' r I \ \` , 7. 3-15-10 REMOVE PORTION OF WALL Q HT. I ' V � - ,'. /'vT � • 1 � ' ,r .ter �,.'`+, X• t".. G JI � r...Y- :.y�.';�y,c '^�i,'... I : \ � _ _ REDUCE GUEST WING / o 1 i 3 z ` 3 22 10 MOVE HOUSE AND WALL !� 1 t� r- - : I ,0 - , ( -D INLAND. REDUCE GRADING , 9. 3-29-10 ADD AREA 5 -� m / Q \ _ / _ _ Cv ,L / I "' t ' �--� ` \ \ 10. 7 12 10 REDUCE BUILDING SIZE k c.� � AB14 D t E \ \ \ \� 11. 4-4-11 INCREASE SCALE FOR � t �- � 1vI Af�l E \ � � - ► o �'" � / �' , „ � � � . RAID A `\ \ \ - LEGIBILITY i / / OOL. MONWEA HI \ �„ _ O - . ,�_ • :t CdM LET _f w/ / ! / - , , - -;- ,, ❑ \ Z \ 12. 4-25-11 WETLAND DEF. BY ZONING r ;„. •; TIDELANh?S • n n OPOSED \ \� ` \7 `\ 13. 5 27 11 RECALC AREAS BY ZONING - i - ► , - _ PATI t � � \ � � 0 ' \ \ \ \ \ - ADD FULL LIMITS OF LOT U f = ` ` �, \ � \ \\ 14. 9/5/11 ADD BOAT SUPPLY SHED Li - a!� / ��, � � � � / t � Y � � � ` �, \ � ��`./ � \ \\\ , I CERTIFY TO THE BEST OF MY �.; � / � � ', sag, '•�, � , \ <rL � \ \ \� � '� ` \, PROFESSIONAL KNOWLEDGE, INFORMATION SALT MARSH �/ J 1 / "3• '' \ \ AND BELIEF THAT THE LOT CORNERS, .� / �' \ DIMENSIONS AND SETBACKS TO THE o/ b \ r 4 / �` F , STRUCTURE AS DETERMINED BY O i _I ^ \ INSTRUMENT V \ •, SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. ` OF 41 Ip p PROPOSED DWELb G , \ �, c^\ y / M ` \ r\ CR/11G A. I / C, BASEM NT SLAB ELEV 18.0 c o AREA CO TAINING SHE�LFIS \ �\ , 2 \ Fl�0 ty F. ELEV 28.0 \ �: ,� 7.0 7,065t S.F \ �►` \ \ \ No.38039 \ O r < S.F. A RAGE ADJACENT CIV RADE ELEV=23.4 I 1 � PLATE ELEV. 47.0 = BUILDING HEIGHT=23.6' \ , G ; �� \ ` \ \ `� ` PROFESS ONAL LAND SURVEYOR DATE ! t ni ti ` s �RISD -TIONAL FNSTORId HI L.IINE � `� \ � � ` � PLAN • OF 4, 19 \ • ` \ LAND < _� LED •0 \ \ \ / a W NDs s - • . \ 153 FREEZER ROAD I +: . f. r !r u � � 9',\\A �=d . . ✓d'' $.� � L:. r, P. y , ',r,. r, ',i{r , i', : -,', Ir , Ir r •! .,y�i.y . 1 i J • ! ! �� , '„,\ • • \ � \`\ , \\ cil IN ORMER ��,�, RNSTABLE 4 / / GUEST WING CONC. BLOCK '�� ti • . STRUCTURE T�� \ 1 \\, l i FIRST FLOOR b I .�♦ i 1 M RAME • TO BE REMOVED 33 ASSACHUSETfS SLAB EL. 19.0 :WA OU `. ,. � � � `, c ` �\ , \ '� �. \ \ (BARNSTABLE COUNTY) UILDIN � = �i . •� • • SPAR NA , > > LAB 14.4 f° REMOVED �� �\ � \ PATENS I - - �o o , 1 ,o 50t S.F. TOTAL- \"� - PROPOSED �� Q ,' ' t' \ y y S ITE P LAN ,5OHW • i r , OHR LAND SUBJECT TO MIJ �; ,� \ DECEMBER 24, 2009 DECK UP i� REMOVE C� A'STAL STORM FLd WAGE N. w z , � m ELL �� \ ` y W J _ ?� UTILITY POLES - ,� a� 2-STORY t o LA_ ` �X �? � WOOD FRAMED ,/ O / E- Lii / v s 0Of 1 G,0 S 2 '��O ''� _/ � PREPARED FOR: DING I �BU L , 14 Q w 00 1 p \ Mr. STUART BORNSTEIN FF-_ l o \ 16.3 � > . 'TL Q II ' I Q� STUBORN LIMITED PARTNERSHIP S.F. �,, o �a I y - I PORTION �' in N/F w z_ x J ' 297 NORTH STREET f t - ,. LIMITED CONCRETE SLAB. Z I HYANNI MA l � r REMOVED _ ,r� STUBORN L z w � f � S, 02601 / ! 'PARTNERSHIP ` 9,100f S.F. TO w N ' o - -*- BE REMOVED Q a �, o � ASSESSORS MAP 301 / (508) 775-9316 G DECK Q o I l;r I i i \ PARCEL 6 0 Z I CD 7.0f ACRES Q .4 1.Of ACRES TO MH W \ W l � o `° - - ,, MBSC 3.9 --i , w ' HISTORICAL PORTIONI XR' \ 349 Main Street, Rt. 28, Unit D I OF DWELLING TO I �fi � � :` 7` �' ,:. i<s ���- - - - - � ,_ _ ' I _� \, • ; I ` I W�Yarmouth Massachusetts 1 \ I \ REMAIN 1} a o �I °�m _ � 02673 � 1 ,OOOt s.f. z BITUMINOUS DRIVBWAY.,t/ NN 508 778 8919 MOL- ' I �_ ! / / - WELL 2011 The BSC Group, Inc. - Ir s 1 ;,� o �° °° MH PROP SED STORAGE i MON. O - ' RIM 14r0 p HYD r I SCALE: 1" = 20' f o •� ,� �- SHE_9 12 x 15 t � ® W - ( ) WELL 0 2.5 5 10 rig tewa STOCKADE N , / IN�ES3 I • ' / M �A�; FENCE '\ , TND DH / P-- .. , / N X - i 0 10 20 40 FErr CB/DH :, X \ ,---o---- \ s N 7016 7 E / FN D / U ! .. / PROJ. MGR.: C. FIELD 7d'�6'47"E 110't r" 52.39' N70'16 'E 77.92' / i / N70It '08'37"� 273't z /i SHRUBS i AIN LI FENCE �� - / I FIELD: D. GAZZOLO / N. MERCIER P / -' ' - ��'' � 1 -✓ CALC. DESIGN: K. HEALY M 15.2 / o �, 0� '�. ,,�� PVC PIPitS M 5 A. WALTON - J �'" DRAWN: P.HA I / BENCH MARK: :; OP OF HYDRANT N/F / - UNDER WI�AR'F GST / K.HEALY / I ( ASS E SORS MAP 300 . % ,i%-- / FLANGE BOLT ADJACENT TO THE BARNSTABLE MARINE SERVICE v // / / CHECK: C. FIELD ARCEL 19 p / R " 1N OP N M ,� EX STI G s 4 4 ASSESSORS AP 300 / _ FLOATS FILE: 9295RES1O.DWG {{ , , �I , 1 , . t' ?! 0 r 0 1, �. 4 ' }, 1� ! t ',1',1i d i,.. • '�';�. d , ;f ,r 1 + . .: .,ti 1,y , , �i I i -�:, 1 . ^/• G� ELEV.=15.i 2'-`MLW' PARCEL 21 / ;o DWG. NO: 5865-05 SHEET 2 OF 3 JOB. NO: 4-9295.00 al.l u,!•r1Y. .. ,. .� .. .,... ..,_ _rw.'wra,r_+wu.a __ - ..u....r__..wrW.._ ..,._ ...wr..r.....,,,..,,^,____ ..r..r___........,...._...._,.._..ra.w..... ........... ... .r_._._.r_. ..»..,. .. ..