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0026 SHORT BEACH ROAD
�� -� ����c �t a�. 0 0 o i V `, �� ___ __-- l �' I i, a�� _'�� ... va v� i MEDLIN BUILDING DEPT. 1T)TT 51T1T NT T.�.<: JAN 13 2021 TOWN OF BARNSTABLE TO: Barnstable Town Building Services 200 Main St. Hyannis, MA 02601 RE: Insured: Thomas Franks & Beth Bell Property Address: 26 Short Beach Rd Centerville, MA 02632 Policy Number: 12HO20889 Type of Loss: Fire Date of Loss`. 12-21-2021 File#: XMK211005 Claim has been made involving loss, damage or destruction of the above captioned property,which may either exceed $1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 313 is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the entity named above at the address indicated above by First Class Mail Scott DeMelo Adjuster - 1.2-22-2021 r P.O.Box 309,915 Route 6A,Yarmouth Port,MA 02675-0309 Phone:(508)771-3232 Fax:(508)790-2344 claims@friedlineandcarter.com Town of Barnstable Building t oBM !Post This'Card So That it is"Visible From the Street-Approved Plans Must be Retained"on Job.ancl this Card Must be Kept i • MASS. Posted Until Final Inspection Has Been Made. �1 1 „tee° iWh.ere a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. � .�J� Jl a Permit NO. B-19-2325 Applicant Name: EJ Jaxtimer Approvals Date Issued: 07/22/2019 Current Use: Structure ` Permit Type: Building-`Addition/Alteration-Residential Expiration Date: 01/22/2020 Foundation: Location: 26 SHORT BEACH ROAD,CENTERVILLE Map/Lot 206-042 Zoning District: CBDLBSB Sheathing: Owner on Record: FRANKS,THOMAS M & BELL, BETH A Contractor Name"`�,ERNEST J JAXTIMER Framing: 1QD'?JZ�J4 Address: 39 HORSECHESTNUT ROAD Contractor License: CS=003251 2' BRIARCLIFF MANOR, NY 10510 $"y Est. Project Cost: $ 100,000.00 Chimney: Description: Permit Fee: $560.00 // Removal of exterior deck boards and plywood:Replace with Fee Paid:. $560.00 Insulation: b ��ZzIj4 `L pressure treated 2x10 framing. w Final: [0`Zr Remove and replace damaged wall framing and rebuild as required,,, Date •�` 7/22/2019 1 --119 Plumbing/Gas Remove and replace white cedar shingles as required for plywood replacement. Strip& re-shingle white cedar shingles and install new Rough Plumbing: wall membrane and window and corner boarLlArim. -- ` Building Official Final Plumbing: Replace rubber roof and install new flashingslat doors and windows. � e Install new ipae.5/4 x 6 decking on pt sleepers and replace rear trex Rough Gas: decking. Final Gas: Remove and replace electrical wiring suspectas a result of.water damage. i Re-connect water and venting to exterior locations. Electrical Re-insulate using closed cell foam in ceilings and open cell in wall „ Service: areas. Replace interior finishes to match existing. �Tr ..�-'',�'" Rough: Project Review Req: NO RECONFIGURATION OF SPACE. Final: Low Voltage Rough: Low Voltage Final: Health Final: Fire Department Ou` re Final: Town of Barnstable Building . w. �. Mu A lPost This Card So That it is Visible From the'Street-OM Approved Plans Must be Retained on Job and this Card Must be Kept MMMST NAS& Posted Until final Inspection Has Been'Made. py� �� �63q v e Where a Certifica"te of Occupancy is Required,such Building shall Not.be Occupied until a Final Inspection has been made., Permit NO. B-19-651 Applicant Name: EJ Jaxtimer Approvals Date Issued: 03/01/2019 Current Use: Structure f Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/01/2019 Foundation: Location: 26 SHORT BEACH ROAD,CENTERVILLE rrYMap/Lot, y206-042 � � � Zoning District: CBDLBSB. Sheathing: Ow ner on Record: FRANKS THOMAS M&-BELL BETH A t Contractor Name:: -ERNEST J JAXTIMER Framing: 1 Address: 39 HORSECHESTNUT ROAD Contractor-License: CS-003251 2 r N TABLE MA 02630 Est. Pro ect Cost: $ 12,000.00 BAR S Chimney: 1 C Y Description: e N w Roof Permit Fee' : 61.20 'ri P Insulation: Project Review Re Fee Paid: $61.20 J q l Final: Date: 3/1/2019 i a " .. Ca Plumbing/Gas l Rough Plumbing: g ! Official it Building g Final Plumbing: abandoned and invalid unless the work authorized b this permit is commenced within six months after issuance.. II deemed a Y _This permit shall be d P b this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough,Gas: All work authorizedPP PP Y P �. _ I � All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the ' work until the completion of the same. ) Electrical. ) it II applicable natures b.the Building and Fire Officials are provided,on this„permit. i The Certificate of Occupancy will not be issued until a app signatures Y g p Service: Minimum of Five Call Inspections Required for All Construction Work:g 1.Foundation or Footing i �'`' Rough: �-- 2.Sheathing Inspection _.. _...�R.�. ..� .t 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&PlumbingIns In spections to be completed prior toFram e Inspection ectio n r 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ONE—L.J E A ELEVATION CERTIFICATE O.M.B.N03067.0077 •FEDERAL EMERGENCY MANAGEMENT AGENCY Expires May 31, 1993 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances,to determine the proper insurance premium rate,and/or to support a request for a Letter of Map Amendment or Revision(LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION -FOR INSURANCE COMPANY USE BUILD G OWNER'S NAME I POLICY NUMBER - - STREET ADDRESS(Including Apt.,Unit,suite and/or Bldg.Number)0 P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER " D I— �<< R090 (LsrZo OTHER DESCRIPTION(Lot and Block Numbers,etc.) SS�SSvrlS 9/' ��3 I ' CITY /T�BL� ,C � � STATE ZIP CODE Ems" !/!L G 9- F .. D SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM(See Instructions): 1.COMMUNITY NUM=ER2. EL NUMBER 3.SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 6.BASE FLOOD ELEVATION �1008 G (in AO Zones, yse depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE): ><NGVD'29 ❑Other(describe on back) 8.For Zones A or V,where no BFE is provided on the FIRM,and the community has established a BFE for this building site,indicate the community's BFE:LI I I I I.LJ.feet NGVD(or other FIRM datum—see Section B,,Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions,indicate the diagram number from.the diagrams found on Pages 5 and 6 that-best describes the subject building's reference level V104. / 2(a). FIRM Zones Al-A30,AE,AH,and A(with BFE). The top of the reference level floor from the selected diagram is at an elevation Oil I I KYJ.Lq feet NGVD(or other FIRM datum—see Section B,Item 7). (b). FIRM Zones V1-V30,VE,and V(with.BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram,is at an elevation of I I I ILO IA feet NGVD(or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A(without BFE). The floor used as the reference level from the selected diagram is LJ.LoI feet aboveL"� or below❑ (check one) the highest grade adjacent to the building. (d), FIRM Zone AO. The floor used.as the reference level from the selected diagram is L1J.U feet above Elor below❑(check _one)the highest grade adjacent to the building. If no flood depth number is available,is the building's lowest floor.(reference. , level)elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown :i 3. Indicate the elevation datum system used in determining the above reference level elevations:NGVD-29 ❑ Other(describe under Comments on Page 2). (NOTE.*:'*If the elevation datum used in measuring the elevations Is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on.the FIRM and show the conversion ; equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: Yes 1 No (See Instructions on Page 4) /CAI /8 &Z s Sr. /9 5.The reference level elevation is based on: U actual construction U construction drawings L 0wo1,61111 z y�Vich &W1# (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in pia e,rn case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) t 6.The elevation of the lowest grade immediately adjacent to the building is:I I I I I7I.L�feet NGVD(or other FIRM datum-see Section•B, Item 7). i SECTION D COMMUNITY INFORMATION 1. If the community official responsible forwerifying building elevations specifies that the reference level indicated in Section C,Item 1 is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's:"lowest floor"as defined by the ordinance is: LJ feet NGVD(or other FI datum—see Section B, Item 7). ?. Date of the start of construction or substantial improvement ------------- FEMA form 81-311 MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION ,M , r ,'' t . SECTION E CERTIFICATION This certification is to be signed by a land surveyor,engineer,or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al=A30,AE,AH,A(with BFE),V1—V30,VE,and V(with BFE)is required. Community officials who are authorized by local law or ordinance to provide floodplain management information,may also sign the, certification. In the case of Zones AO and A(without a FEMA or community issued BFE),a building official,a property owner,or an owner's representative may also sign the certification. " Reference level diagrams 6,7 and 8-Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size,location of servicing equipment,area use,wall openings,or unfinished area Feature(s),then list the Feature(s)not included in the certification under Comments below. The diagram number,Section C, Item 1,must still be entered. 1 I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the da I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Secti EDWARDA. �yG� CERTIFIER'S NAME LICENSE NUMBER(or Affix Seal) STONE �' /�O �9�L� �, No:28980 ,E TITLE //a� O L�✓� (it /Y�f� COMPANY NAME7SIA�SJQ ADDRESS CITY ,! /V �Wvvv- ZIP W/G�� Q SIGNATURE D TE PHO E 9 B fQ8-3�/9 Copies shou d be ado of this Certificate for:1)community official,2)insurance agent/company,and 3)building owner. COMMENTS: I I ON WITH ON PILES, SLAB BASEMENT PIERS,OR COLUMNS A I v A A v ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION s ';`.;i� : I BASE BASE ... `ej.: REFERENCE FLOOD FLOOD "`" `": ADJACENT ' GRADE '":�;: LEVEL ELEVATION ELEVATION REFERENCE ADJACENT LEVEL GRADEti" - .,.;. •. .. :••r¢J:.i?:.':.: .•.,.:ADJACENT:] .. ... - - :•:fi:}:. 'r•::'::•r::::i7:};.�1,••i.t, GRADE I ' The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all AiZones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. r , Page 2 - I • •', IFI i I 3 65. } a 116 F� 'Q• r�-Y.a�rf:�'�.:�- .5 .Nf' si �.` �C�'�`_+r'�(b"r�"".,:...-_�M.•'.i' x �s _ A".�s ! � t5, � C .:,••:w..s� a .c-;p� j ';.i�'2S 9 ram, .a�F�'S _ .S � •a ���#^•"4` �� �r`d- '� a � Ps�l'1e:` •� - •• f s• • 'F+ vim' i ����, ��,�T`y "� ts�s•,� k,7"} F�`"�'Y �., ��4 �'• �,i 5 � fir• 44_�4Y,?N Gol k !fib b � t�� ° � >�r .x.•.ta• � � F 'ar �+'��. µ'r�••may,-,T�>4 SENDER: ® I also wish to receive the • Complete items 1 and/or 2 for additional services. , H • Complete items 3,and 4a&b. following services (for an extra 4; y;• Print your name and address on the reverse of this form so that we can V m fee)' return this card to you. > • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address N does not permit. r m • Write"Return Receipt Requested"on the mailpiece below,the article number. G « ti The Return Receipt will show to whom the article was delivered and the date 2. ❑ Restricted Delivery c delivered. Consult postmaster for fee. d 3. Article Addressed to: 4a. Article Number m Mr. Richard Toppin P 375 771 595 M E 160 West Boylston Street 4b. Service Type o ❑ Registered ❑ Insured 0 Boylston, MA 01583 N ❑ Certified ❑ COD 6 I UJI ❑ Express Mail ❑ Return Receipt for too Merchandise p 7. Da Delivery w SOS O 0 o ozc 5. ure ( Wdresseej 8. Addressees Addr s(Only if requested Y F and fee is paid) w LU 56. Signature (Agent) r y PS Form 3811, December 1991. zY U.S.G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE`S E R, t P`y �.. C� o Official Business "''� �� 1 PENALTY FOR PRIVATE.- USE,TO AVOID PAYMENT i �993 OF POSTAGE;$300' i Print your name, address and ZIP Code here • Mr. Richard R. Bearse, Bldg. Inspector TOWN OF BARNSTABLE 367 Main Street Hyannis, t({MijAjj 0{{2601ii ! !!ii ���iililillil�if��Ii1111�i11f111IIi1�If ltlitl�l�liiliiflti�ll� P 375 771 595 Receipt for Certified Mail M No Insurance Coverage Provided ® Do not use for International Mail (See Reverse) San Wr. Richard To p p in StrejVbNq..Boyslton Street P.O. State nd ZIP Code Boylston, MA 01583 Postage Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom-&Date Delivered _ a) Return Receipt Showing to Whom, c Date,and Addressee's Address TOTAL Postage C; &Fees 0 Postmark or Date M E 0 LL Cn tl V STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, r CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address y leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier(no extra charge). f2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return j address of the article,date,detach and retain the receipt,and mail the article. rn r , 3. If you want a return receipt,write the certified mail number and your name and address on a c { return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT ! REQUESTED adjacent to the number. r' O O 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, M endorse RESTRICTED DELIVERY on the front of the article. E , 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If LL return receipt is requested,check the applicable blocks in item 1 of Form 3811. a i V 6. Save this receipt and present it if you make inquiry. 105603-92-B-0226 ( Y— 4 <J- 0206 — BoZ 4P` The Town of Barnstable rur.1A1fL ' Inspection Department � � t671 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner August 17, 1993 Mr. Richard Toppin 160 West Boylston Street Boylston, MA 01583 RE: A=206 042 26 Short Beach Road, Centerville, Dear Mr. Toppin: This office is in receipt of a complaint re the open foundation on your lot located at 26 Short Beach Road, Centerville. The foundation will have to be fenced, decked over or filled to prevent possible injury. Please contact this office within five (5) days of receipt of this letter. Very trul yours, Richard R. Bearse Building Inspector RRB/gr Certified mail: P 375 771 595 R.R.R. b� �7 160 e� cl �tt�e- Fe,,A,(c� �,� � ,�5.�� � ��,�- +' TOWN OF BARNSTABLE BUILDING DEPARTMENT COMPLAINT/INQUIRY REPORT 1 Date / ,� Rec'd By 197 Assessor's No. Last Name First Name ORIGINATOR Street Village State Zi Tb�ephone: Home Work Descri tion• _ COMPLAINT � INQUIRY Requestor's Signature COMPLAINT Street Address LOCATION A= C7`C1�o Q 7 OFFICE USE ONLY INSPECTOR'S Date /3 Ins ector ACTION/ COMMENTS Ae, zr/ FOLLOW-UP ACTION ADDITIONAL INFO. ATTACHED COPY DISTRIBUTION: WHITE - DEPARTMENT FILE YELLOW - INSPECTOR PINK - INSPECTOR (RETURN TO OFFICE MOR.) MISC1 t. R206 042. LOC 0()26, SHORT BEACH ROAD CTY 10 TDS 300 CO KEY 123832 ----MAILING ADDRESS------- FCA !Oil FCS 00 YR 00 PARENT 0 TOPPIN, RICHARD L S LINDA A MAP AREA 35WC JV 237503 MW 0000 160 P BOYLSTON SPl SP2 SP3 UTI UT; .15 SQ FT R BOYLSTON MA 01583 AYS EYB OBS CONST 36200- 0000 LAND &7900 IMF 35800 OTHER 400 -----LEGAL DESCRIPTTON---- TRUE MET 104300 REA CLASSIFIED OLAND 1 67,900 ASO LNO 67900 ASO IMF 35800 ASD OTH 400 #0LO0(S)-CARV-1 1 35,SOO DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #OTHER FEATURE 1 400 TAX EXEMPT PPE 20 SHORT BEACH RV RESIDENTIL 104100 104100 104100 #DL LOT 20 OPEN SPACE ORR 1488 0083 COMMERCIAL *FIRE 12130191 -GUTTED HSE INDUSTRIAL EXEMPTIONS SALE 00/00 PRICE ORB CERr/624 AFD LAST ACTIVITY 12/16/92 PCR'Y �-Y, go rj Ci� cg- r S ,Yll ,,, =-CIO Hof t w[roe` The Town of Barnstable ••••. Inspection Department � 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner April 29, 1993 Mr. Richard L. Toppin 160 West Boylston West Boylston, MA 01583 RE: A=206 042 26 Short Beach Road, Centerville Dear Mr. Toppin: This office has received several inquiries/complaints re the fire damaged building owned by you and located at 26 Short Beach Road, Centerville. All areas of the building, except the bulkhead, appear to be secured. The bulkhead must be secured to prevent unauthorized entry. In addition, there is concern re the debris (shingles and wood) blowing off the damaged roof. Please contact this office re the above matter. Very truly yours, Richard R. Bearse Building Inspector RRB/gr P r e-s r� . 0/-/ "o, 41,C-f- I i �3 i el �b � [r�G.d S�rJer/�G C'a� ,l1 ✓tS 12ei r e Qv� 1 �G ��c,urcd 1'6e " �� PROJEC Q NAME: ADDRESS: o� �o s �j a.Z3r� G'r t PERMIT# DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX -3 A SLOT DATE: q/wpfiles/archive PHILBROOK ENGINEERING 107 BEACH STREET J Project: SULLIVAN Flood DENNIS, MA 02638 Project No: P98-38 1-508-385-8682 Date: 14 September 1999 GENERAL-SPECIFICATIONS: Foundation; House wl Deck&Garage P98-38 1. Foundation design IAW the Federal Emergency Management Agency(FEMA) Performance Requirement A; specifically Criterion A.1, A.2, A.3&A.6, the Elevated Residential Structures, FEMA-54/Mar 1984, and Openings in Foundation Walls, FIA-TB-1/Apr 1993. The foundation system in conjunc- tion w/applicable remaining Performance Requirements will provide the following Building Space Classifications: Space above BFE: W1 without Human Intervention Space below BFE: W4 flooded Storage Level This provides an overall Building Classification of: FP3 The deck is also above the B.F.E. and is anchored to the house frame and foundation piers IAW FIA-TB-S/Apr 1993 guidelines. 2. Based upon architectural drawings by Authentics, Mike Sullivan, dtd thru 5 September 1999 and the Site Plan prepared by Yankee Survey Consultants dtd 19 January 1999, the following elevations are stated: a. Elevation to lowest floor(1st Floor)from M.S.L. =11.0 ft b. Elevation to floodproofing (Top Foundation)from M.S.L. = 11.0 ft c. BFE taken to be 11.0 ft above M.S.L. (Flood Zone A10)found on Town of Barnstable FIRM 260001-0008C revised 19 AUG 1086 Note-Covered Patio&Garage Floor Elevations to be at 8.6 ft 3. Based on surrounding topography(lack of a BFE "dry side")a continuity of occupancy is not recommended. 4. Design Criteria: Construction Type-58"Unprotected" Platform Wood Framing Loads-Roof: Snow Load, Zone 1, m<=7/12 25 Ib/sq ft Wind Load, FEMAIASCE 7-93 26 Ib/sq ft - Floors: 1st Floor 40 ib/sq ft 2nd Floor 30 Ib/sq ft Decks&Porch 60 ib/sq ft 5. No enclosed crawl spaces therefore no window/screen units needed. 6. Internal level flooding and draining with breakaway panels in Garage space: Panels to be 70"wide x 2'0"tall. Release pressure not to exceed 10 I111sq ft. Control grade along side so as to not exceed 8.5 ft at all openings. Provide drainage equalization loop beneath storage/entry slabs. This is to reduce hydrostatic uplift on the floor and balance hydrostatic thrust against all of the foundation walls. 7. No design is provided for Extreme Impact Loads. 8. No design for electrical or mechanical systems is provided other than these general guidelines: a. All utilities must be located at or above BFE= 11.0 ft. b. All'below B.F.E.' circuits are to be GFI protected. TECHNICAL SPECIFICATIONS: Concrete Foundation . P98-38 .t 1. Re-Bar-Grade 60 ASTM A615, clean and free from heavy rust - Minimum bar lap distance: 22"for#4 bars -Steel Bar layouts &coverages as shown 2. Concrete - Footings and Columns - Minimum fc =3,000 PSI. -Maximum aggregate size 1/2"; Type IA 5-7%air entrainment -Strip walls no sooner than 24 hrs - Formed in place footers are not allowed. No footers shall be placed in water. See Foundation Plan. 3. Foundation Tie-downs -5/8"x 10"Anchor Bolts, spaced as shown. - Framing Anchors -SIMPSON Mfg., fasten IAW instructions. -Sheathing to start from bottom sills and extend upward, providing a continuous tie across all box construction. 4. Deck Post Tie-downs -Pier Anchors to be Simpson PB46 hot-dip galvanized 5. Foundation design assumes soil is a medium stiff silty-sand. Should substantially different in-situ material be encountered a detailed, analysis will be required. Design Allowable Bearing = 2,500 Iblsq ft This is before depth increase allowances and application of a 1.5 fac- tor of safety against settling, sliding and floatation due to flooding action. NOTE--> The minimum elevation of the 1 st floor slab must be at or above El. = 11.O ft r A i ~ PHILBROOK ENGINEERING .a 107 BEACH STREET ' " Project: SULLIVAN Flood DENNIS, MA 02638 Project No: P98-38 1-608-386-8682 Date: 16 August 1999 Plan Layout Notes }° A It is assumed that the Base Flood Elevation is 11.0 ft here B - It is assumed that the grades around the foundation range from 7.0 to 8.0 ft C it is assumed that the Garage, Patio&Storage slabs are at 8.0 ft No. Item: K ��s_-- s:s:ss�s:ses: ssssss�-ssss ossasss_�: ssx�ass-_s: assssessss: s_�sz_ -ems ssos�sas: #1 Flat Roof Rafters; 9-1/2"AIIJoist AJS-10 @ 16"o/c� Glue/Nail 5/8" CDX sheathing - #2 Pitched Roof Rafters; 2"x 10"#2 or BTR S-P-F @ 16" o/c #3 Ridges&Valley Rafters; 2"x 12"#2 or BTR S-P-F 4 #4 End elevation shows dormer cheeks at these locations #5 Bearing Wall; 2"x 4" @ 16" o/c. Add blocking between AJS-10 rafters #6 Rim Header; 1-3/4"x 9-112" GangLam-LVL run continuous 20'0" _. #7 Jack Posts; 3/2"x 4" built-up stud post or 4"x 4" solid stick #8 Tower Ridge Beam; 1-3/4"x 11-114" GangLam-LVL #9 Continuous double top wail plate&212"x 8"vd 1l2" CDX header #6 - Deck Flush Rim Header; 1-314"x 9-1/2" GangLam-LVL run continuous 20'0" #10 Flat Deck Joists; 2"x 12"#2 or BTR S-P-F @ 16" o/c. These are down from the 14"joists. Rip to pitch but leave minimum 9-112"depth @ outside box #11 Shed Roof; 2"x 6"#2 or BTR S-P-F @ 16" o/c #12 Standard Headers; 212"x 8"#2 or BTR S-P-F vvl 1l2" CDX flitch #13 Landing Header; 7J2"x 12"#2 or BTR S-P-F. y Adjust plates to match 14"joists on 2nd floor #14 Bearing Wall; 2"x 4" @ 16"o/c. Sheath all sections in-line and 1/2"CDX. Also, _ li Lap plywood sheathing so no horizontal breaks occur wlin 1'0" above and below band joist and wall plate construction #16 Bearing Wall; 2"x 4" @ 16" o/c. Sheath all sections BOTH SIDES wl 1/2"CDX Back-up open horizontal joints wl solid blocking. Reduce nailing to 3"olc. Also, lap plywood sheathing so no horizontal breaks occur wlin 1'0"above ; and below band joist and wall plate construction #16 Band Joists; 1-1/4"x'14" LP Rim joist #17 2nd Floor Joists; 14" AIIJoist AJS-10 @ 16" o/c. Glue/Nail 314 T&G sheathing #18 Cantilever Deck; 2"x 8" PT SYP extended 3'0" as shown. Lap back against the 14"joists a minimum 6'0". Solid blocking using 2"x 10" &5/8"filler stock #19 Dropped Floor/Deck Support Header;W10x16 steel beam vd 2"x 6"top nailing sleeper bolted to beam w/ 1/2"dia. bolts stagger spaced 32"olc. Fasten floor joists w/Simpson H4 hurricane clips #20 Jack Posts; 4"x 4" CONST or BTR D-Fir solid sticks #21 Flush Roof/Wall Support Beam; W12x30 steel beam w/2"x 8"top nailing sleeper bolted to beam wl 1/2"dia. bolts stagger spaced 32" o/c. Hold sleeper to top of 14"floor joists and run 3/4" plywood continuous over sleeper, glue&nail #22 Support Columns;4"x 8"CONST or BTR D-Fir solid sticks. Let column thru to the 1 st floor top wall plate #23 Bathroom waste piping needs to be accounted for in these joists #12 Standard Headers; 212"x 8"#2 or BTR S-P-F w/ 1/2" CDX flitch #16 Bearing Wall; 2"x 4"@ 16"olc. Sheath all sections BOTH SIDES w/ 1/2" CDX Back-up open horizontal joints w/solid blocking. Reduce nailing to 3" o/c. Also, lap plywood sheathing so no horizontal breaks occur Win 1'0" above and below band joist and wall plate construction #24 Flush Garage Headers; Standard 14"AIIJoist AJS-10, doubles as box joist #25 Trimmer Units; 14" Gang-Lam LVL sistered to 14"AIIJoist AJS-10 #26 Header Unit; 14" Gang-Lam LVL sistered to 14"AIIJoist AJS-10. Provide Simpson U310 Face Mount hangers #27 1st Floor Joists; 14"AIIJoist AJS-10 @ 16" o/c. Glue/Nail 314 T&G sheathing #28 Deck Header; 2/2"x 10" Pressure Treated SYP #29 Deck Joists; 2"x 8" Pressure Treated SYP @ 16" o/c #30 Bearing Wall, 2"x 6" @ 16" o/c. Sheath all sections In-line wl 1/2" CDX. Also, Plywood sheathing to start againts 2"x 6" PT sill and extend above wall plate a minium of 1'0"for stud connection. Nail wl 8d nails @ 6"olc into both plates and band joist #31 1st Floor Joists; 14"AIIJoist AJS-20 @ 16" o/c. Glue/Nail 3/4 T&G sheathing w , #32 Cantilever Deck; 2"x 8" PT SYP extended 3'0"as shown. Lap back against the 14"joists a minimum 6'0". Solid blocking using 2"x 10" &5/8" filler stock #33 Rear Dropped Floor/Deck Support Header;W10x19 steel beam wl 2"x 6"top nail- ing sleeper bolted to beam w/ 1/2" dia. bolts stagger spaced 32" o/c. Fasten floor joists w/Simpson H4 hurricane clips #34 Jack Posts; 4"x 6" CONST or BTR D-Fir solid sticks , #35 Front Dropped Floor Support Header;W10x26 steel beam w/2"x 6"top nailing sleeper bolted to beam wl 1/2" dia. bolts stagger spaced 32" o/c. Fasten floor - joists wl Simpson H4 hurricane clips #36 Continuous Deck Beam; 3-1/2"x 11-7/8" Pressure Treated ParalLam Beam #37 Continuous Support Columns; 6"x 6" Pressure Treated SYP. Run thru to under- side of deck rails. Thru-bolt wl 2 ea 1/2" dia. carriage bolts @ deck beam #38 Deck Piers; 10" dia. concrete sono-tubes set on 10"x 24"square concrete ' pads. Install 2 ea#4 bars continuous bars from Tooter into pier. Provide Simpson PB66 Post Anchor for deck support columns #39 Typical drops for'patio, garage doors and people doors :. #40 Full Height Wall; 10"x 6'6". Provide#4 vertical bars spaced 18" o/c and 2 ea continuous 94 top& bottom horizontal bars. Set bars 6" off bottom and down from top of wall. Provide full lap corner bars. Lap splices to be 22": #41 Dropped Wall; 10"x 3'6". Provide#4 vertical bars spaced 18" olc and single continuous#4 top&2 ea continuous bottom horizontal bars. Set bars 6" off bottom and down from top of wall. Lap splices to be a minimum of 22" #42 Strip Footings;10"x 20"w/ 2 ea 94 continuous horizontal bars &keyway ' #43 Crawl Space Equalization Openings; 2'0" tall x 3'0"wide thru-wall openings to clear grade. These may be lattice w/ rigid insulation attached. Assembly to breakawway at no more than 10 lb per sq ft lateral pressure. Hold grade at ' outside to no higher than invert opening assumed to be EL 8.6 ft #44• Solid fill to upper grade, add 2" insulation and install floor striking at plate line #45 Solid fill to lower grade, use Fibermesh or WWM #46. Anchor Bolts; 518"x 12". Space as follows: House&Garage 4 Sides plus Commons Walls -2'6" o/c Provide minimum 2 bolts per pilaster Provide 1 bolt Win 1'0" of all corners AUTHENT1C5 Artist Art &Architectural Design and Construction \ Builder 333 Quaker Meetinghouse Road, E. 5andwich, MA 02537 G Craftsman Tel/Fax: 508-833-8893 E-mail: moo0capecod.net Designer .� (�.t/AT1orl S ..- .. . . . o �eSIDLtJL tk4._ i 11,0 ® 1S-T - IFL00e --o P 10 o d pr u e t�+.� Z'• ql Gl o 5 4.0L L_ r a d ail 4' —gip `g oT"T o n•I O Assessor's office(1st Floor): / K o2D Assessor's map an of nu Conservation Board of Health r floor): /� seaa�r�ntt Sewage Permit number - / i � rua Engineering Department(3rd floor): oo se39• House numberasr r• Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO � �(�� � j(J�-�-[ •� �'y�Ut;`fi(J��� TYPE OF CONSTRUCTION 19 92 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: LocationR -tT Proposed Use Zoning District Fire District Name of Owner O Address GS Tc`� 5 �[C,t,L T� P pt 1�( Name of Builder Address ti % O Name of Architect CSWA1 I-A Address -1 f"I WI NMEIS L-P C.`/(LU(- Number of Rooms 117 Foundation E/ L S T1�-(Ct 'R>L,OG k r Exterior Roofing Floors Q fl Interior Heating PLO 0e-- �--U P� Plumbing Fireplace Approximate Cost 6 DO tJ Area Diagram of Lot and Building with Dimensions Fee 3 �- - A e,� �S 0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License l � , TOPPIN, RICHARD ' -No 34889 Permit For Demolish 'Fi _e Damaged Single Family Dwelling .t Location Short Beach Road ; Centerville z Owner ' Richard' Toppin Type of Construction Frame c Plot 'Lot Permit Granted March 17 , — 19-. 92 . Date of Inspection 19 ° Date Completed 1973 Val i tti Jh io s +'Y AM so el- RN Y.=. — Vim~-�'���r .�-!w• ._ ��1� �f`*��:. �I;m .• '� L • • • •. • lµ i ?f Y T ��'S+ram "" "".air +-,'-`�,�'}�"�Y:du••,- �^N .� �./+� 4• .""�+�`•--;;ram • - '.., - - • •. r �i�.'a��� •{ rJ *�'�7F"' � —' ���'� ,i�. { 1 y � "aF F 40 Oo 407 ME tn r � ,.� :+, rcF...a. \ -mac--"_ � •+�>„���^ . uM PHILBROOK ENGINEERING 107 BEACH STREET Project: SULLIVAN Flood DENNIS,MA 02638 Project No: P98-38 1-508-385-8682 Date: 10 July 2000 GENERAL SPECIFICATIONS: Foundation; House w/Deck&Garage, P98-38 1. Foundation design IAW the Federal Emergency Management Agency(FEMA) Performance Requirement A;specifically Criterion AA,A-2,A.3&A.S, the Elevated Residential Structures,FEMA-WMar 1984,and Openings in , Foundation Walls,FIA-TB-1/Apr 1993. The foundation system in conjunc- tion w/applicable remaining Performance Requirements will provide the following Building Space Classifications: Space above BFE: W1 without Human Intervention { Space below BFE: W4 flooded Storage Level This provides an overall Building Classification of: FP3 The deck is also above the B.F.E.and is anchored to the house frame and foundation piers IAW FIA-TB4/Apr 1993 guidelines. 2. Based upon architectural drawings by Authentics,Mike Sullivan,did thru 5 September 1999 and the Site Plan prepared by Yankee Survey Consultants dtd 19 January 1999,the following elevations are stated: a.Elevation to lowest floor(1st Floor)from M.S.L.=11.0 ft b. Elevation to floodprooflng(1st Floor)from M.S.L.=11.0 ft c.BFE taken to be 11.0 ft above M.S.L.(Flood Zone A10)found on Town of Barnstable FIRM 260001-0008C revised 19 AUG 1985 - Note-Covered Patio&Garage Floor Elevations to be at 8.1 ft 3.Based on surrounding topography pack of a BFE"dry side")a continuity. of occupancy is not recommended. 4.Design Criteria: Construction Type-5B"Unprotected"Platform Wood Framing Loads-Roof. Snow Load,Zone 1,m<=7/12 - 25 Ib/sq ft Wind Load,FEMA/ASCE 7.95 23 Ib/sq ft -Floors: 9st Floor 40 Ib/sq It 2nd Floor 30 Ib/sq ft Decks&Porch 60 Ib/sq ft 5.No enclosed crawl spaces therefore no window/screen units needed. 6.internal level flooding and draining with breakaway panels in Storage spaces. Panels to be 70"wide x 2'0"tall. Release pressure not to exceed 10 lb/sq ft. Control grade along side so as to not exceed 8.1 R at all openings. Provide wood louvred openings in garage doors and beneath entry platfrom. 7.No design is provided for Extreme Impact Loads. , 8.No design for electrical or mechanical systems is provided other than these general guidelines: s - a.All utilities must be located at or above.BFE=11.0 ft. b.Ail'below B.F.E.'circuits are to be GFI protected. TECHNICAL SPECIFICATIONS: Concrete Foundation 1.Re-Bar-Grade 60 ASTM A615,clean and free from heavy rust P98-38 -Minimum bar lap distance: 22"for#4 bars -Steel Bar layouts S coverages as shown 2.Concrete-Mat Footing-Minimum f e=3,500 PSI. -Concrete Walls-Minimum f c=3,500 PSI -Maximum aggregate size 1/2';Type IA 6-7%air entrainment -Strip Mat&Walls no sooner than 36 hrs -No formed in place concrete construction allowed. No concrete shall be placed in water. See Foundation Plan. 3. Foundation Tie-downs-5/8"x 12"Anchor Bolts,spaced as shown. -Framing Anchors-SIMPSON Mfg.,fasten IAW instructions. -Sheathing to start from bottom sills and extend upward, providing a continuow-tie across all box construction. 4.Deck Post Tie-downs-Pier Anchors to be Simpson PBs hot-dip galvanized 5.Foundation design assumes soil is a medium stiff organic silt Should substantially different in-situ material be encountered a more detailed' analysis will be required. Design Allowable Bearing=760 Ib/sq ft This is before depth increase allowances and application of a 1.5 factor of safety against settling,sliding and floatation due to flooding action. PHiLBROOK 107 BEACH STREET ENGINEERING a DENNIS, MA 02638 CONSTRUCTION 1-508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING. ALTERATIONS & RENOVATIONS 5 August 2000 To: Town of Barnstable Attn: Mr. Ralph Crossen Building Commissioner Hyannis, Massachusetts 02601 re: Residential Floodzone Foundation 26 Short Beach Road Centerville, MA Dear Sir: In accordance with Para 116.2 and 116.2.2.3 of the Massachusetts State Building Code this let- ter shall serve as documentation for the materials and satisfactory completion of the floodzone found- ation. The construction is in adherence to plans prepared by Mike Sullivan and sealed 10 JULY 2000. . The following elevations are stated based upon the "As Built" Survey by E.A.S. Survey, Inc. dated on 31 JULY 2000: Elevation of First Floor - EL 11.0 ft Elevation to Floodproofing - EL 11.0 ft Base Flood Elevation (Zone A10) - EL 11.0 ft Town of Barnstable FIRM #250001-0008C Equalization openings have been provided for all of the enclosed foundation spaces and the mechanical systems will be installed above EL 11.0 ft. I have performed continual site inspections during the work period from 13 SEPT 1999 thru the present time. I certify that the foundation was constructed IA`tT the Massachusetts State Building. 36 Code and will be suitable for its designed use. 0 IF Respectfully submitted, �G T VAI?1� T. VAFr; ;;?�; \s1 ! o'k� �` M C H A N A* 4j No ^;0690 / 1� T.. VARNUM PHILBROOK, P.E. A Ae 'or�EGlSTER�� 2 Incls Photos of the Mat Foundation Construction '� F$slONAL I I MAScheck COMPLIANCE REPORT w Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: L or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-19-1999 COMPLIANCE: PASSES Required UA = 600 Your Home = 517 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value U --------------------------------------------------------------------------- CEILINGS: Stress-Skin Panels 1060 , 40.0 2 WALLS: Wood Frame, 16" "OC. 2700 19.0 0.0 ----16 BSMT: Conc. 2.5 ' ht/2 .0 "bg/2.5 ' insul 180 19.0 0.0 i 1 GLAZING: Windows or Doors 600 0.320 19 DOORS 292 0.330 - - 9 f .::a FLOORS:. Over Unconditioned Space 786 25.0 1.0 3 HVAC EQUIPMENT: Boiler, 90.0 AFUE - -- ---------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been' designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4 . Builder/Designer Date "L C� 1.. MAScheck INSPECTION CHECKLIST Massachusetts Energy Code - MAScheck Software Version 2- 01 DATE: 11-19-1999 Bldg. 1 Dept. Use CEILINGS: [ ] 1. Stress-Skin Panels, R-40 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 Comments/Location BASEMENT WALLS: [ ] '1.. Conc. 2.5 ' ht/2 .0 ' bg/2 .5 ' insul, R-19 interior cavity Comments/Location WINDOWS AND GLASS` DOORS: ti [ ] 1. U-value: 0.32 � . For windows without labeled U-values', describe features: #Panes Frame Type Thermal Break? [ J Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: '0.33• Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, 9-25 Comments/Location HVAC EQUIPMENT: [ ] 1. Boiler, 90.0 AFUE or higher Make and Model Number I AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed. in' the •building envelope, recessed lighting fixtures shall meet one of the following requirements: a 1. Type IC rated, manufactured with no penetrations between the _... ; I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. ------- - 2 : - T e- IC- rated in accordance- with- Standard ASTM E 283i with -no - I more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting . fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. VAPOR RETARDER: [ J I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating ` I equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: ` a [ ] I Ducts shall be insulated per Table J4.4.7 . 1. DUCT CONSTRUCTION: = [ l I All accessible joints, seams; and connections of supply and return ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the I manufacturer' s installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not permitted'. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: ' [ ] I Thermostats are required for each separate HVAC system. A manual or .automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. --", I • HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4 .4 . [ J I SWIMMING POOLS: r: t i_a . OFTME rqy, Town of Barnstable Regulatory Services y MASS g, Thomas F.Geiler,Director 163 or1% Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 - Fax: 508-790-6230 December 19, 2003 Michael Sullivan 26 Short Beach Road Centerville,MA 02632 RE: 26 Short Beach Road Map 206 Parcel 042 Dear Mr. Sullivan, I have received your letter dated December 8, 2003 regarding the square footage calculations for the above referenced property. Based on the calculations provided, this house would conform to the applicable zoning regulations to height and number of Y stories. Should you have any further questions or concerns please feel free to contact me at 508- 862-4030. Sincerely, Tom Perry Building Commissioner PHILBROOK ENGINEERING 107 BEACH STREET CONSTRUCTION DENNIS MA 8-3$5-86826 -50 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS FINAL REPORT OF STRUCTURAL TESTS and INSPECTIONS For Compliance with Chapter 16 of the Massachusetts State Building Code,6p'ed. Pro)cct: Location. 26 ..S H arts SiWv%N.v SO, Cc2A t c�J1 t,x.l�� ryyz/ L ownds Addrux I� utzu ID t. _�14u� �,�c I}nvs SZaD r-,serr—Se%-Aw w kjA rrA a 253 Architect of Record r•1�A Stn> naval Engineer of Record. -r• Viol M N UM 'P A%LS C2401G To the best of my information,lonowledge and belie!'~t!4-Auuetural Tests and Intipccliom r+cquired for this projca and -tanizcd in c Statement of St=un-Rl Tcsu and Inspection submittod for pa ut,have born performed and all tic drscavacd discrcpanacs have been reported nerd resolved other than the folknwing: Comtnaru: t (Auaclr 8-112"x I I'continuation Sheets ff rrquircd to complete the description of eorrcctioru.) kttmm its submitt6d prior to this final rcpart form a basis fox,and arc to be consid-cred an integ,<al part of this final report. — C.'.7'P y �.o��►�D .3 8 RespcUfully Submitted, Suuct uYl Engineer of Record � 1N �G T. VARNUMpHj BR V G�R�1 V WI �-�1 LC3�'C..��1� o M�CHANICCA o. Typc cc print narnc Datc Signaouuc ® a- �' HILRO® ENGINEERING 107 BEACH STREET CCONSTRUCTION ee ^� g�� DENNIS, MA 02638 1 U CTI O N S .; 1-508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 5 August 2000 To: Town of Barnstable Attn: Mr. Ralph Crossen Building Commissioner Hyannis, Massachusetts 02601 re: Residential Floodzone Foundation 26 Short Beach Road Centerville MA Dear Sir: In accordance with Para 116.2 and 116.2.2.3 of the Massachusetts State Building Code this let- ter shall serve as documentation for the materials and satisfactory completion of the floodzone found- ation. The construction is in adherence to plans prepared,by Mike Sullivan and sealed 10 JULY 2000. The following elevations are stated based upon the "As Built" Survey by E.A.S. Survey, Inc. dated on 31 JULY 2000- Elevation of First Floor - EL 11.0 ft Elevation to Floodproofing - EL 11.0 ft Base Flood Elevation (Zone A10), - EL 11.0 ft. Town of Barnstable FIRM #250001-0008C Equalization openings have been provided for all. of y the enclosed foundation spaces and the mechanical systems will be installed above EL 11.0 ft. I have performed continual site inspections during the work:period from 13 SEPT 1999 thru the present time. I certify that the foundation was constructed IAW the Massachusetts State Building P9 B 3 8 Code and will be suitable for its designed use. OF � S Respectfully submitted, T. VARNUM / Tv'ts� pimjtx� PHIH ICA0�• Q M�C�HA•NICAL N . 306 T. VARNUM PHILBROOK, P.E. a�4 �FC/STO& 2 Incls:. Photos of the Mat Foundation Construction AL ENS\ z COPY 16'DECK BEAM TJ-Beam(TM)6.tOSerielNu be� 126161 3 112" x 14" 2.0E Parallam® PSL, Wolmanized® - SL 2 (16% < MC < Uger.1 9!14&04 3:22M PM 28%) Page 2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED _Operator Notes: NO DRAWINGS PROVIDED F . r PROJECT INFORMATION: OPERATOR INFORMATION: MIKE SULLIVAN Andy Shakliks SHORT BEACH RD Mid-Cape Home Centers CENTERVILLE MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 Fax :5083984559 ashakliks@midcape.net Copyright C 2003 by True Joiet, a 11ayurhaouser Euzinezz Parallairm is a rsg"tarad tradamark of TrUs Joist. t ' d £Ol0 ' ON Wd6£ : g 000Z Z ' ady 16 DECK BEAM TJ-8o�m(TM)8.10Sef191 mbeh7 0, 3 1/2" x 14" 2.OE Parallam@ PSL, Wolmanized® - SL 2 (16% < MC < user.1 ?/1:�:2004 3:P2:37 PM 28%) Pzgel Engine Vemion:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN . CONTROLS FOR THE APPLICATION AND LOADS LISTED a o 1 G, A Product Diagram is conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:4' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 260.0 60.0 0 To 16' Replaces DECK LOADS 65/15 4'0 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 3.81" 2080/622/0/2702 L5 None 2 Wood column 3.50" 3,81" 2080/622/0/2702 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2646 -2209 6442 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10362 10362 17112 Passed(61%) MID Span 1 undeffloor loading Live Load Defi(in) 0.331 0.522 Passed(U567) MID Span 1 under Floor loading Total Load Defl(in) 0.530 0.783 Passed(L/355) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability: ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design.values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Environment Consideration:Wolmanized®-SL 2(16%<MC<28%).Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist.Warranties extended by Trus Joist do not include the adequacy or performance of the treatment. PROJECT INFORMATION: OPERATOR INFORMATION_: MIKE SULLIVAN Andy Shakliks SHORT BEACH RD Mid-Cape Home Centers CENTERVILLE MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 Fax : 5083984559 a s h akl iks @mid cape,ne t copyright ® 2003 by Ttua dolat, a Wayernaeuaer euaineae Barellaln& SA o ragiacarad trademark of True Joier. -. £ ' d Wd6£ : 0 000Z Z ady i 11'DECK BEAM i �'`'_;:70'L"2'1265� 3 1/2"x 9 1/2" 2.0E Parallam0 PSL, Wolmanized®- SL 2 (16% < MC < TJ•Beam(TM)9.10 Sefial Number:7002122751 User:1.P,M1,/2004 3:20;30 PM. �f 00/e 1 i zge 1 Engine Version:1.10.3 LO I THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED UAI a Product Diegrem is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:4' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plo Floor(1,00) 260.0 60.0 0 To 1 T Replaces DECK LOAD 65/15 4'0 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 3.60" 1430/396/0/1826 L5 None 2 Wood column 3.60" 3.50" 1430/396/0/1826 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s);L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1771 -1466 4371 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4722 4722 8226 Passed(57%) MID Span 1 under Floor loading Live Load Defl(in) 0,228 0.267 Passed(U562) MID Span 1 under Floor loading Total Load Defl(in) 0.356 0.533 Passed(U360) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NQTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design.criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Environment Consideration:Wolmanized®-SL 2(16%<MC<28%).Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist.Warranties extended by Trus Joist do not include the adequacy or performance of the treatment. 4 PR(��IECT INFORMATION: OPERATOR INFORMATION: MIKE SULLIVAN----, Andy Shakliks SHORT BEACH RD Mid-Cape Home Centers CENTERVILLE MA PO BOX 1418 J 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 Fax :5083984559 ashakliks@mideape.net Copyrijht m 2003 by TO;U3 Joist, a Weyerhaeuser Business 0 0 parallalT is a registered tra4euarV, 01 TrU5 Joisr. ® ®0 I ' d E0Z9 ' ON - --_ wd6E : q 000z ' Z . add P.M. M`, ,b , 6,5, 3 1/2 x 1/2 j 2 OE Paraliam® PSL Wolmanized®-SL 2 1 < MC < �!VAiycrltsr,�am Hurincc �� r� > . 2 ( 6/0 User:1 8l14NON 3:20:32 PM 2 pV%\ P6,�e 2 Engine Verafon:'1.10.3 // THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: NO DRAWINGS PROVIDED f { r PROJECT INFORMATION'. OPERATOR INFORMATION: MIKE SULLIVAN - Andy Shakliks SHORT BEACH RD Mid-Gape Home Centers CENTERVILLE MA - PO BOX 1418 , 465 ROUTE 134 SOUTH DENNIS, MA.02660 Phone:5083986071 Fax :5083984559 ashakliks@midcape.net copyright ® 2003 by Truy Joist, a Oeyerheeueer Buaineas earallam& is a registered Crad4lnark or Trua Joist. - Z d M g ' ON Wd6E : 0 000Z ' Z ' ady s d CtfECk 514 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel O�E Z_ C.(I t- 20 RS6-%% Per it# •4-2_�� Health Division 9,- ���� e*4 t�v `- C Date Is f 1 Conservation Division r-+�► Cti�•�'a ,gkPC�4j '`� Fee za 5F- Tax Collleet Treasu`r., SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE. '' �-- j 4 �� WITH TITLE 5 Date Definitive Plan Approved by Planning Board NVIRONMENTAL COWE AND ' Historic-OKH Preservation/Hyannis •' • TOWN REGULATI0I4S . Project Street Address Village Owner ��s- �� U l((,�1va j Address `� t v� �- 1� �f Telephone G� .Permit Request &r 2 S L iolct C.s_ a � Square feet: 1 st floor: existing ���i proposed 2nd floor:existing proposed Total new Estimated Project Cost 404moOning District ` Flood Plain Groundwater Overlay Construction Type Wo u .4 Lot Size Grandfathered: 0 Yes ❑No If yes, attach supporting documentation. r Dwelling Type: Single Family ,Two Family ❑' Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Woo/ On Old King's Highway: ❑Yes o Basement Type: ❑Full M, rawl ❑Walkout ❑Other 5 (S_� Basement Finished Area(sq.ft.) Io Basement Unfinished Area(sq.ft) O Number of Baths: Full:existing new 73 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing 0 new si `L, Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing Mew size t l i L Shed:P,6�isting ❑new size'91,I't- Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes l7 No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name C C,r---l S CI l�) yJ Telephone Number 50 u ur, 3 Address :St j ense# 02-o 73"`7 A,(„4 c�2�3`� Home Improvement Contractor# - I T) © S Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CL (93 �L I SIGNATURE DATE FOR OFFICIAL USE ONLY - - PERMIT NO. _ DATE ISSUED h MAP/PARCEL NO"' • f/ II =VILLAGE r ADDRESS f.... OWNER DATE OF INSPECTION:}� � • � • ' '�1 � • ::x,/ ^ry, <�. -- %` � ", TYi OY FOUNDATION r FRAME r]`20)04 SG 7hAloqAA Ul INSULATION P _ + FIREPLACE ELECTRICAL: "ROUGH ` . ~" + " FINAL PLUMBING: ROUGH ` + FINAL GAS: ROUGH L, - FINAL FINAL BUILDIN6_1,�N a l '"' © 1.� DATE-CLOSED OUT # 1 r ASSOCIATION PLAN NO. r - Business: (508) 888-3619 - 6813 L SURVEY, INC. Home: cs: (508) 888-2496 I - - 141,ROUTE 6A SALT POND BUILDING P.O. BOX 1,729 SANDWICH, MA:02565 December 8;2003 Mr. Tom Perry Barnstable Building Inspector Main Street Hyannis, MA 02601 RE:'#26-.Sh6rt Beaeh.Road Centerville. f DearF Mr:Perry ',. On Saturday,November 22, 2003, I visually inspected and measured the building at#26 Short' Beach Road, Centerville. The measurement from the top plate to the to the finished concrete slab/grade is 29-11 1/4" (<301) The interior footprint of the highest floor is 612 SF. while the interior footprint of the second highest floor is 932 SF. Therefore the highest floor is 65.7% (<66%) of the second highest floor. As a result of these field measurements I' Edward a d A. Stone RPL S do hereby certify that this dwelling does conform to the Town Of Barnstable Building and Zoning regulations If you have any questions about this matter,please.contact me at your earliest convenience. � ySii OFSS9 . EDWARp cyG Yours Sincerely o A. STONE J / No. 28980. r 1Z �o o 1 Edward A. one, RPLS so c'sTEa C:\mydocuments\Su11ivan.wpd —, TOWN OF BARNSTABLE , . CERTIFICATE OF OCCUPANCY PARCEL ID 206 042 GEOBASE ID 12383 ADDRESS 26 SHORT BEACH ROAD PHONE CENTERVILLE ZIP — LOT 20 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT TYPE BOOQO TITLEIPTION CERTIFICATEOF OCCUPANCY CONTRACTORS:ARCHITECTS: Department of Regulatory Services TOTAL FEES: $25.00 1 BOND $_00 �tME CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * BMWgrABLE, Mass. BU Il�G= ISION BY .� CaOiY DATE ISSUED 02/13/2006 EXPIRATION DATE Fy TOWN OF BARNSTABLE TEMP CERTIFICATE OF OCCUPANCY PARCEL ID 206 042 GEOBASE ID 12383 ADDRESS 26 SHORT BEACH ROAD PHONE CENTERVILLE ZIP - LOT 20 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 82730 DESCRIPTION SIN FAM/042874 PERMIT TYPE . TITLE •T.— OCCUPANCY PERMIT y' CONTRACTORS: Department of ARCHITECTS: P Regulatory Services TOTAL FEES: $25.00 BOND $.00 CONSTRUCTION COSTS $.00 , .753 MISC. NOT CODED ELSEWHERE 1 PRIVATE " P � * SARNSPABM 059. FD MA'S BUIL-SIN M, - 1S10N DATE ISSUED, 03/15/2005 EXPIRATION DAT�N 10/ ..t9 rr a .t.x •;, ":.•j 1,Lt.af.ei tF ,fir ..,_ r1i/l _:� .. 1 1�'41�i,1 S{...i 1}��1.�.ii'.I� . 'J 1 •J_�!.k., ,•; �[i rr�R TO 'ti Rk-3It� •... :.1.E. - �l�v�.�a ,_�3 !�` .' �.13. r£a T 1 tJ1�. i�ET d.K:a+_; Department of Health, Safety s-j ft_• ;'rrc` t `° _ . and Environmental Services 1.:`t+�7,�.t1_i .S..I•€.=i'1 rl1L'y1'`" 12 IT ij MABEL BUII.DINGOM I ' r BY � r f .�c'tt.=.�iF'i�3_..P. `3 l.lj^!r THIS PER CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- S CROACHMENTS ON PUBLIC PROPERTY.DNALOOT SPECIFICALLY PUBLIC SEWERS MAY BE.OBTANDER THE NED FROMILDING MTTHE DEPARTMENT OFF PUBLIC WORKS.THE JURISDICTION-DE,,MUST BE APPROVED BY THE ISSUANCE.O THIS ALLEY GRADES AS WE. TH ` PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY SUBDIVISION RESTRICTIONS. r2.'PRIOR NIMUM OF FOUR CALL.INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE. SEPARATE R ALL CONSTRUCTION WORK: ,, THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR FOUNDATIONS OR FOOTINGS =' HAS BEEN,,MADE.WHERE A CERTIFICATE OF OCCU- ELE ICAL,PLUMBING AND MECH- TO COVERING STRUCTURAL MEMBERS FANCY IS REQUIRED.SUCH BUILDING SHALL NOT BE ANICA�TIONS. (READY TO LATH). •OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. INSULATION. FINAL INSPECTION BEFORE OCCUPANCY. ® v ® PLUMBING INSPECTION APPROVALS 1 ELECTRICAL INSPECTION APPROVALS BUILDING INSPE TION APPROVALS r( r 2 —� ENGINE RING DEPARTME 3`' 1 EATING INSPECTION APPROVA t, y O HEAL E SITE PLAN R FIEW A PROM- ` 'OTHER: WORK`SHrALL NOT PROCEED UNTIL PERM WILL BECOME NULL AND VOID.IFIN SIX~ INSPECCARD CTIONS INDICATED ON THIS AN BE ARRANGED OR BY E INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITi ED AS TELEPHONE OR WRITTEN NOTIFICA- TH E PERMIT IS.ISS1J VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE s TION ¢t NOTED ABOVE TION.. �. ., �.� a k' iP { r�-��i � . .,. ' � + .P. �I _�/� � 5 r. 0 � __ .i, \ ,_ / �'�, ° ..n.. � �.1.. • i { y � '" i ,' F ., i '�, Review of Developments: �26 S.h B ch-Road As related to neighboring properties to 2 Short Beach Road-Tonsberg ZBA Appeal 2006-085 — Not Granted 26 Short Beach Road — Paul F. Broyer L 1946 Lot created by 1946 Land Court Plan No. 9288L (Lot# 20 on plan) • This same plan as created the Tonsberg Lot#1. • Note It appears that a lot may have existed prior to 1946 as a , deed appears to exists 1951-52 Town air photos document structure existing at 26 Short Beach Road • Note: Tonsberg lot is shown as a vacant lot at this time. December 30, 1991 Assessor's record indicated structure at 26 Short Beach Road to be fire gutted. • Property owner at this time is Linda & Richard Toppin • Zoning allows for as-of-right rebuilding of fire damaged property, however any "increase in floor area of such damaged building shall not commence unless a Special Permit is granted by the Zoning Board of Appeals" (see 1990 Section 4=4). • ZBA records indicate no permit requested and none granted. March 14, 1992 Building Permit to Demolish Burned Structure issued. August 17, 1993 Building Division notifies Toppin. of need to fence, deck-over or fill open foundation located on-site. • Complaint cites fire damage ' November 2 1995 NonconformingSection 4-4 'is amended (Town - e ded ( .own Council Item #95 198) • This amendment specifically cites reconstruction will not increase the gross floor area of height of building/structure beyond that which previously existed. 1996 Appeals Court ruling- Dial Away Co., Inc. verses the Zoning Board of Appeal of Auburn (41 Mass.App.Ct 165, 669 N.E.2d 446). 1998 Land,Ct._Misc. Case No.246863 Dugas v. Barnstable Zoning Bd. Of Appeals, et al (appeal of ZBA special permit 1998-37) :j May 26, 1999 Michael S. Sullivan purchases property from Toppin for $144,500 (Certificate# 153287) May 27, 1999 Building Permit Application for both a Demolition and Rebuilding Made. • By Sullivan '-'to replace fire damage structure". December 06, 1999 Demo and Building Permit Issued for Single Family dwelling • Demo permit No. 42870 • Rebuild Permit No. 42874 for 3-bedroom Single family with attached garage • Permit cites Grandfathered lot • Plan submitted identifies "Proposed Dwelling in Same Footprint" • Total Building Area cited as 2,296 sq.ft. Total decks patio& balcony 1,052 sq.ft. July 31, 2000 As Built foundation plan submitted October 12, 2001 This property and another is attached by George and Cindy Harrison. May 13, 2003 Discharge of Attachment of Sullivan Real Estate by Harrison's recorded. December 17, 2003 Height of Building and Half Story Confirmed • By letter of December 8, 2003 from EAS Survey, Inc - Edward A. Stone RPLS • Height of building cited at 29'-11.25" November•18, 2004 Section 4-4.2 Nonconforming Lots, paragraph 7 Demolition Rebuild. Section amended into Ordinance March 15, 2005 Temporary Certificate of Occupancy Permit Issued February 13, 2006 Certificate of Occupancy Permit Issued May 25, 2007 Paul F. Broyer purchases property for'Sullivan for $ 1,380,000 (Certificate No. 183178) 9288 SUBT)TVIRION PLAY•nr LANT) ?N TkAR*1c'rAa1,r vay PR°, i946 vDeteiI Sketch— te RearFe 8 fftt xell.orp,Civit rnrineer 5cIVan inch . • � SWAY 7 pia. 12880 �wi%reef,43A ' � •ate � o ^tA Plan 9288 w.qh Gr!4304 1 , . - Go-- 1 :b;� J Ceft80 .4798 { on a Z o Pbn 9288 V.SJdY Lin 1 i A•70�! tih �0.00 4.4 _ �!>�� wth Cent.8756 G -.� -. . - '3 Pad-SS 00 •P � '� S SEVE T g lYA�•�W f c� �576=19'•30 W aE s a (� �US�(1 66.00 { 6L36 r � Am of, a. 3� i �� �y. • Poi s�e``o,� �` N w � a,o'R ♦ �a'a'r� B0.00 65.1�1r' �e� er%� •g 5 � ♦ T is Z 49 ` T, 6ts'18:10 �Bn f/�IYi}fj r y/eqs�--_`1+ $ %4' Subdivision of LotCH '� Shown on plan 92m % ,< Filed with Cert. of. Title No. 1999 � .. Registry District of garnRtable County mod. 0" yr' Sspaiero esnMcales,of tide may be Issued of art;p►eo I.C.P,r.,, . fol __/its.! 6 rnc/. . s o Mar► f !. ,, n4 of me LAND REGISTRATION OFM i-� N� _..._._......._..... .. __. _.__._.� Scale of INS plan 80 feet to an inLh we ✓IJN� r( g Rieord YYT.feircleu h, fnyb>ar 'i A. It let it 1 ' R206- ,- 0026 WORT BEACH ROAD ._•TS 1. 1 i S 300 CO 1`,pt 123032 . ._ n r L N- ADDRESS----- DJrL . '_ . a 1011 _ o c s, :o C' ,{ PARENT 0 .. ''t'J.N_, R!C fG Ji.'i+:_. .., .. U N D_. a`5 - MAP AREA ..,:iwC ti S! ._... .+:.1 i.,._: ['!T{: „ifJt! UT j :�T•:•�: � _ .!. .:,r fir.:'T ��� L,::•t k�yt !y!1 01383 .!'lid!] - 1_��� T' IJ J iyi),�!,,j 6200 - - :...,.:.a,.: DESCRIPTION-- TRUE MKT 104100 _.LA CLASSIFIED YY` 67,900 A:i i.' 00 67900 AS:.' 1MP 35_,:.1(1 J_Sf: O.e 1 400 is =/ ;tj`' _ :3: 0 1d+ ' il:`. iY:y yry EXEMPT TAXABLE j"I. ,.{i ,� 1 i:l .:(r f� •{� i t i ;r',r.�. CURRENT i'� .� Y: .:� -.. _.n... .....�... T_.:�..:: ... � ��- .l` - .!f.i ....... �J_I', .. 12L .!. i .HE FEATURE!'ice 1 - 40 A EXEMPT WT , TFE KEMPTIONS rs rm i - - r Y� . y . TOWN OF BARNSTABLE ZONING ORDINANCE 2) Failure to comply with these provisions shall be grounds for a citation. 3). If the Building Commissioner finds that a sign is unsafe or otherwise improperly maintained, he shall issue a written notice to that effect to the permit holder and the property owner. If the specified conditions are not corrected, the Building Commissioner is authorized to remove or repair the sign, all costs of which shall be assessed to the permit holder or property owner, including an administrative fee of fifty dollars ($50.00) . ' If public safety is involved, the Building Commissioner may take immediate action. 4-3.29 Appeals: Any individual aggrieved by a decision of the Building Commissioner may appeal to the Barnstable Board of Appeals, as provided under Chapter, 40A of the General Laws. , 4-3.30 Enforcement: F 1) The provisions of these regulations shall be enforced by the Building Commissioner. 2) Citations, as specified in Section 4-3.27 may be issued by the Building Commissioner. 4-4 Non-Conforming uses 4-4 .1 Lawful Non-Conforming Uses: Any lawful building, or any lawful use of a building or premises, or part thereof, existing at the time the Zoning Ordinance was originally adopted in the area in which such building or use is located, may be continued, although such building or use does not conform to the provisions hereof.. 4-4 .2 Change from One Non-Conforming Use to Another: Any change of a non-conforming use, any alteration, relocation or increase in size of an existing non-conforming building or structure to extend the non-conforming use on the same lot, or use of existing or construction of a new building or structure, shall only be allowed provided that: 1) The proposed change is from one non_-conforming use to one other non-conforming, use only; 2) The proposed change is no more objectionable or substantially detrimental to the neighborhood; and 3) A Special Permit is obtained from the Zoning Board of Appeals. 4-4 .3 Reconstruction of Damaged Non-Conforming Buildings: 1) Any lawful non-conforming building which has been damaged by . fire or other cause to any extent, may be repaired or rebuilt, E , p'rAVigigg the owner shall apply for a building permit and start. AUG 7 1990 TOWN OF BARNSTABLE ZONING ORDINANCE operations for restoring or rebuilding said building within twelve (12) months after such catastrophe. 2) Any proposed increase in floor area of ' such damaged building shall not commence unless a Special Permit is granted by the Zoning Board of Appeals as per Section 4-4.2 herein. 4-4 .4 Re-Establishment of Certain Non-Conforming Uses: Any non- conforming use which has been abandoned or not used for five (5) - years shall not be shall not be re-established, nor shall it be replaced with another non-conforming use. Any subsequent uses in such instances shall conform to the requirements of this ordinance. 4-4 .5 Non-Conformina Lots/When Exempted: Any lot lawfully laid out by a plan or deed duly recorded, or any lot shown on a plan endorsed with the words "approval under the subdivision control law not required" or words of similar import, which complies at the time of such recording or such endorsement, whichever is earlier, with the minimum area, frontage, width and depth require ments, if any, of the zoning ordinance in effect at the time of such recording or endorsement may thereafter be.. built upon for residential use - (notwithstanding amendment of the zoning ordinance changing such requirements, including yard requirements' or more than one such requirement, in excess of those in effect at the time of such recording or such endorsement) if: 1) At the time of the adoption of such requirements or increased requirements or while building on such a lot was otherwise permitted, whichever occurs later, such lot was held in ownership separate from that of adjoining land located in the same residential district; or 2) At the time of the adoption of such requirements or increased requirements, such lot was held in common ownership with that of adjoining land located in the same residential district, but then only for a period of five (5) years from the date of- such recording or such endorsement, whichever is earlier; And further provided in either instance, 3) At the time of building' such lot has an area o.f seventy-five hundred (7500) sq. feet or more and a frontage of, twenty (20) feet or more, is in a district zoned for residential use, and conforms except as to area, frontage, width and depth with the applicable provisions of the zoning ordinance in effect; and 4) Any proposed structure is to be located on such lot so as to conform with the minimum requirements of front, side and rear setbacks, if any, in effect at the time of such recording. or such endorsement, whichever is earlier, and to all other.. requirements for such structure in effect at the time of. building. E CEVIVED 1900 66 Assessor's office n(1st Floor): Assessors map and otnu r Conservation / d'" Board of Health floor): Sewage Permit number / �/ t BAJU3r�t � rua Engineering Department(3rd floor): 1610.. House number U&I Definitive Plan Approved by Planning Board 19_ APPLICATIONS PROCESSED 8:30-9.30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR f/� , APPLICATION FOR PERMIT TO DF_M17L..1 St+ Vjo pp-�Q E-o cS Z2U GTU jZ TYPE OF CONSTRUCTION LIJ©�D �C_"•1� -i� 19 �2 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location l ✓ — �� - p Proposed Use 1��C 5 b LP-4 11 AK, }7 L nn 9 y Zoning District K 1 Fire District r✓ -Q'' P"• Name of Owner D(C(C TOP pi" Address f In �P7�`ILSTc`�/L/5f In {LSl 147t Name of Builder C Address Name of Architect 9- S(/J Pfl Address "7 (y Ni NN E-I'S (-t-1 C:` I G GIL Number of Rooms 7 Foundation Six S j l(�{C1 Lj OC V, Exterior S Kn S Roofing Floors �fy�- w-o(D Interior BU�i�1��� Heating t� C ��_�U R-� Plumbing Fireplace LU!` Approximate Cost 'VL=WAD �pDO rJ Area Diagram of Lot and Building with Dimensions Fee t- 0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License TOPPIN, RICHARD .No 34889 Permit For Demolish Fi_ce Damaged Single Family Dwelling t Location Short Beach Road Centerville Owner "Richard`Toppin - - Type of Frame rame Plot _iot Permit Granted March 17, 19 . 92 Date of Inspection 19 Date Completed �- 02 0 6 - e °~ The Town of Barnstable 1 '"21117"Ls ' Inspection Department 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner August 17, 1993 Mr. Richard Toppin 160 West Boylston Street Boylston, MA 01583 RE: A=206 042 26 Short Beach Road, Centerville Dear Mr: Toppin: This office is .in receipt of a complaint re the open foundation on your lot located at 26 Short Beach Road, Centerville. The foundation will have to be fenced, decked over or filled to prevent possible injury. Please contact this office within five (5) days of receipt of this letter. Very trul Y, yours, TENDER: Complete items 1 and/or 2 for additional services.. I :also wish to receive .the Complete items 3,and 4a&.b. following services (for an extra :ai � R. Bearse Print your name and.addrese on the reverse of this form so that we can v fee): Inspector eturn this card to you.: Attach this form to the froht of the m�iipiece or on the back if space 1. ElAddressee's Address loss not permit y ; i Write"Return Receipt Requested"on the mailpiece below the article number 2 ;❑ Restricted Delivery a The Return.ReceiptMil show to whom the article was delivered and the data V lelivered. Consult postmaster for fee. d 3. Article Addressed 40: 4a. Article;Number c I . Mr. Richard Toppin P 375771 595 160.West 36ylston Street 4b. Service Typecc ❑ Registered ;, ❑ Insured.,, Boylston,. .MA .0.1583. < El Certified ❑ COD . ❑ Express Mail ❑ Return Receipt for 5. Merchandise F. 7 Da f Delivery 5. ure Idresse 8 Addressee s Addr s (Only if requested Y A�.i. and fee is paid) �. 3. Signature(Agent) 'S Form 38.11, December 1991 {r u.s.G.P.0.:1992-3o7-53o DOMESTIC RETURN RECEIPT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2-c(o Parcel Z L fJT Z6' 7_770 2 S:I—v Permit# Health Division 4 Z Cc Date Issued ` Z E' 9 9 Conservation Division Fee Nn Tax CollectoL Treasure Planning Dept. Date Definitive?Ian�Ap roved by Planning Board Historic OKH\ Preservation/Hyannis � Project StreetAddres�_a_(a s'- 4nia Village Cai v. tce__ Owner �( a ����t�frfl vv "Address —:1 3 3 Telephone �07 E ci.3 57 Permit Request c�• e. o JZ '.C c r c� .� 2 a.-l' Square feet:1st floor:existing t\ � j I c J C. q g proposed n 26d floor:existing n proposed �;I new Estimated Project Cost �` CO,= Zoning District I -0- _Flood Plain Ft- Groundwater Overlay Construction Type Lot Size ( 5- Grandfathered: EKes O No If yes,attach supporting documentation. Dwelling Type: Single Family EY' Two Family ❑ Multi-Family(#units) Age of Existing Structure 90 + Historic House:'❑Yes No On Old King's Highway: ❑Yes 6No - Basement Type: ❑Full /S Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) N 1t Basement Unfinished Area(sq.ft) !L - Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric O Other Central Air: ❑Yes ❑No Fireplaces:ExistingP New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,•site plan review# Current Use Proposed Use BUILDER INFORMATIOTV Name �r` Telephone Number S c� Address`? 33 - Qu a License# Home Improvement Contractor# I ) 7 S Worker's Compensation# LL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO cc, n r � ,�,s G �' • �� /ram ��;„e:z �S�-,Rom, SIGNATURE �G�-- DATE_ j� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '2C��� Parcel Lllf 2,C1 RZ9 3 Per it# t- Health Division �/ 1,�.�Li %Ci'y {'1)v � Z Date Is t Z' 5 9 Conservation Division 1)" "14(Wiwi IN P✓.j wli,Aw Fee Tax Collecto r, ICU 6 Treasure. ` �j' -7 SEPTIC SYSTEFA PJf ST Planning Dept INSTALLE®IN GOPJMPLIAI•r0;= V'IITH TITLE 5 Date Definitive Plan Approved by Planning Board '1 =NVIF ON%,,1ENTAL CC1)v P; D Historic-OKH Preservation/Hyannis T 01A 61 PE.GFlLXi 1,1F°i s Project Street Address Village Owner /L r L�cr�i �.G t l y „' Address Telephone Permit Request e54 :�s z f—2 -S ( � n C Square feet:1st floor:existing l-9�i proposed 2nd floor:existing proposed Total new Estimated Project Cost 4(- 2oning District Flood Plain Groundwater Overlay ,.onstruction Type W9 og , Lot Size Grandfathered: 2 Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family eel/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes li]4 On Old King's Highway: ❑Yes 9<0 Basement Type: ❑Full R L{rawl ❑Walkout ❑Othert L&G - Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) O Number of Baths: Full:existing /7�J new�_ Half:existing new Number of Bedrooms: existing—new n—ew Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces:Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new si �2, Pool:O existing ❑new size' Barn:❑existing 0 new size Attached garage:❑existing 11,6w size i l X2LShed:"isting ❑new sized 12 Other. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ }C(fk S 61J o Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name YU i . Telephone Number .j'v f1 813�—&J n,3 Address �-,3 5 c' A11 etgAnse#. 3-7 .A Home Improvement Contractor# O S Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE '� /�i1�—� .DATE r FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO.: . " ADDRESS VILLAGE OWNER , DATE OF INSPECTION:y . FO UNDATION , FRAME �20 oy sc 7 �04 INSULATION Q FIREPLACE li E ,ECTRICAL: ROUGH FINAL PLUMBING: ROUGH : FINAL GAS: ROUGH FINAL FINAL BUILDING �� C!;� p 1� 3 14-o C l nT_ 6 q DATE,CLOSED OUT ASSOCIATION PLAN NO. (TIDAL p pGEO� • ,CAT� ro - WATER r • ' '� WRACK V m AlEAN RICH TPATE'R ,yARlr PER L C. PLAN 9288Epoop J\ � LOT 20 Jr — Im ASSESSOR,t _ 1 LOT 42 1. EXIST. — - / 6' _ STONE ,^ W J � HSE WALL - STRUC AND LTA , ' BULKHEAD - ' ONLY I EXIST. �0 -k zv \ 'EXIST/ y�' CO.'1iC. / Im'M _ SLJ!B SHED/ s' — 28' (PRO." ? o G; 15.4 $CTL0Tco BOCK N zv i FOUNDATIo WNG I' TI � • o; OPOSED�TpRINT) a-; S�� 1 P E 1 IN SAM RE RE rn LOT ,21 O ;�7.0' 4 O po I�D5TAIK"-- ,- 250001 w LANDI = g 3 , (10 1L 0 FL 5 8 - ` CONCRETE DRIYEIYAy i ELECTRIC AND lSPOSED OF� �" O REPLACED WITH BOX .*lMENT CLAM SHELLS EXISTING SEPTIC SYSTEM AS �' INOVS pAv, r .. TAKEN FROM THE TIE SHEET BITjJM l�j A v 'KID E PRO VIDED BY THE TY)WN OF OF E nn BARNSTABLE BOARD OF HEALTHY EpGD S pp IV,A a tM -26 Short Beach Road Centerville Sullivan Residence Room Description Size Sq. Ft. Ground Level . Utility 16' x 8' 128 Storage 8' x 8' 64 Entry/Staircase 10' x 10' 100 Finished Garage 11'.x 22' 242 Elevated:First Floor --__:--_--Staircase/Hall. 10' x 10, 100 Kitchen 12' x 20' 240 Living Room 12' x 20' 240 Dining 8' x 24' 192 Bedroom_ 10' x 13' 130 Bath. 8' x 11' 88 Elevated Second Floor Bedroom 20' x 24' 480 Bath 8' x 13' 104 Closet 8' x 11' 88 Staircase/Hall 10' x 10' 100 Total Heated Sq. Ft. 2296 . Outside Living Area Deck 9' x 10' 90 Balcony 3' x 14' 42. 3' x 18' 54 3� x..8'.. 24 5' x 24' 120 Covered Patio 20' x 24' 480 Roof Deck 1.1' x 22' 242 Total Unheated Sq. Ft. 1052 Overall Sq. Ft. 3348 R I o rn 000 LG Lo 20YZ N N F J � 49.0• �f r D ,E z � N ' i � w.oZx AU E= 7,94 I o Nit - 1 „ems ES�1_� I HERE-dY ac-" IFY—rn+ 7-rr1E' CONfOrPA --oE E DAI Ivy S��cn� F l.l�TlN WITH R>cG,bFA T, 1:71 sG�naaL FkWUIMCInt;nlrS K )< [ Zg =R1F'Tii EtiZ�"TIFY TV.aT'TFi L�Ly��� �A� c o !'io Rd,c e r7-.31-00 OWti1'G'vC-> FAl..L_WITµ1�A 1, is�J C:._ tJ£S(Gl�aw=fl AS�0/16 9ii oN FI2M SK 1-0G >=TiTE� e-19-�i5 F-bf� 'e>ut1-17i:-,r �'Rn1T .c.�.i ��((����{{ 17z fCr{zPbSES 4JL�(ANQ IS T4{F- $JL�—�1 A j �Jp�"!K.41,�W�QTi � - �NG(�L-UNJ71N5'r(iJF MWAM #TOM JWfJEL' — t(IC"AsL-S. SJLUVAIJ Pft.vim MAfW Paa d2 . 1z.Y L. Z£39f�O DOCI846,771 1e-12-Ml .3:23 BARNSTABLE LAND COURT REGISTRY Mom Intl awrttltl of fflaosarlluartty l A .STABLE, ss. A . SUPERIOR COURT A TRUE COPY ATTEST. No.Q/ _63� A ERIFF 4Gr».�c...fi�/..4spnJ• c....Lrit...�.3..� �i�.o�✓.............:............., Plaintiff i VS. f f } 1'��C.f.tK•Q, S so!/jua�✓ �1�� f�1�6�.-Q S?o..-.J�IG%��� - cl../.�.. . . ,................................................ '� I �xz,....A� , Defendant .. WRIT OF ATTACHMENT S - Q J To the sheriffs of our several counties or their deputies: r � 3 J WE COMMAND YOU to attach the goods or estate of defendant R 6 ..se. C . i%� j i ,7 d +�� �1..... isG.h. C...�/1l�liiLJ....�Ullt✓r✓.., of Wto the value of$ 0 d ................t�11. r...........:.............I (the amount authorized),as prayed for by plaintiff, whose attorney is ......�fit. .. .. ..494/`,...'................... of 7 / I v C in an action brough by said plaintiff l �. //i,/Q,tJ t e�av� �jyj�� o:v g �•• ••• •• ••• ... ..., against said Vdefendant ! ? -5...,S,i./ %/f�/.....4K._q..••�JYIG,�,„ ..�`p,,rlly//{,n�he Superior Court for -Cr Barnstable County, and make due return of this writ with your doings thereon. S L complaint fhe eomplat in this case was filed on ...................,7/Q./.. a./....................................... �D 1 This attachment was appioved on ....... .....:.::............... D./. ((( 6/.......-... ,��o l ,by //( ................................. b ` /��y� a!.� .., m the amount of$........ .�r...b/..c.�C_.L.......... 1Vitnrss, ..........._ SUZANNEV. DEL.VEGf1{�(? h Kd1 ....... .... Esquire,at Barnstable, the .. :... .... - � ..._................. 1 :....,$...................................... day of '. JL 0 L O • �t 3• n ........................................ . .. .... 1........................ Clerk T. Barnstable ss. October 12,2001 By virtue of this writ, I this day at 1:50pm attached all the right,Aitle and a interest that the within named defendant Michael S. Sullivan a/k/a Michael Shawn Sullivan now has,not exempt by law from levy or attachment, in and to 5' that real estate registered with the Massachusetts Land Court and described in I (1)Certificate of Title#153287 and(2)Certificate of Title#128266 at the Barnstable Registry District of the Land Court. ` The within is a true copy of this writ, and the above so much of my return as .. relates to the attachment of this real estate on this writ. David V. Lawler, Esq. 336 South Street Hyannis,MA 02601 Attorneyfor Plaintiff - "'� Kerry Kennedy-Murphy BARNSTABLE REGISTRY OF DEEDS Deputy Sheriff Dac� 8 -i3—eMt41 t Nl lt�0td trQtlgT ttNISTRY COMMONWEALTH OF MASSACHUSETTS BARNS'TABLE,ss SUPERIOR COURT DEPT. Docket No.:01-368 GEORGB HARRISON and } CINDY HARRISON ) Plaintiffs ) 9 V. } MICHAEL SULLIVAN a.k.a. ) ^� WCHAEL S?3AUN SULUVAN ) dVa AL7HENTICS ) } CAPE COD 13ANK&TRUST ) Trustee Defendant ) To the Rzgister of Deeds for Barnstable County,Massachusetts,Registry of Deeds: Su The attachment of real estate of Michael Sullivan in said county made on the above- captioned matter commenced in the Barnstable Superior Conrt,Docket No.01-368 by Attorney -� David V.bawler liar George and Cindy Harrison,Plaintiffs and recorded on October 12,2001 at the Bart-stable Registry of Deeds document number 846771 is discharged and you will ase make a note to that effect in your records. David .Law Alto fo Plaintiffs Dated: -I/alb, COMMONtiVEAL'TH OF MASSACHUSETTS . Barnstable,ss May IJ ,2003 'Then personally appeared the above-named David V.Lawler,and acknowledged the foregoing signature to be his free aot and deed..before me, _ Notary Public:Merideth Toler My Commission Expires: 10-16-09 BARNSTABLE RE61SIRY OF OURS r EAS Business: (508) 888-3619 i _ Home:SURVEY, INC. Facs: (508) 888-2496 141 ROUTE 6A SALT POND BUILDING P.O. BOX 1729 SANDWICH, MA 02563 December 8, 2003 Mr. Tom Perry Barnstable Building Inspector+ Main Street Hyannis, MA 02601" 7A RE: #26 Short Beach Road, Centerville. Dear Mr. Perry On Saturday, November 22, 2003, I visually inspected and measured the building at#26 Short Beach Road, Centerville. The measurement from the top plate to the to the finished concrete slab/grade is 29'-11 1/4" (<30') ' The interior footprint of the highest floor is 612 SF. while the interior footprint of the second highest floor is 932 SF. Therefore the highest floor is 65.7% (<66%) of the second highest floor. As a result of these field measurements, I, Edward A. Stone, RPLS do hereby certify that this dwelling does conform to the Town Of Barnstable Building and Zoning regulations If you have any questions about this matter,please contact me at your earliest convenience. M� L5i10F EDVV ARD % Yours Sincerely m ONE 2898 Edward A. Stone, RPLS ;soO/srE�s .r � C:\mydocuments\Sullivan.wpd TOWN OF BARNOTTABLE TEMP CERTIFICATE ()y OCCUIPANCY ,� . '383 .._,_ .L c.0 C } DS:-. CE ACT ERV I ALE ij T 20 iA DEVELCPMTE 'r 82730 DESCRIPTION- SIN M., n , T�IIILlgI t •. �U A1� 'r: PERMIT )II 'F-.,ACi0RS: �L �� Department of `C' IFPECrL _ Regulatory Services 00 Jh :`i:i Al.\.)lit��l`: (✓C a7.�.J _ _ . -, -•e ro r7 .i -,D E € "ari j PRIVATE * BARNSfABLE, • MASS. RFD tIAP� BUIL-DING SION (())tt [[,� SXP i { ' ION DATE OR SIDEWALK OR ANY PART THEREOF EITHER TEMPORARILY OR PERMANENTLY. OR Y BE OBTAINED ING COC E DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET.ALLEY MA ICTIONS. CROACHMENTS ON PUBLIC PR OPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE'MUST BE APPROVED BY THE JURISDICTION.STREET ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS TR PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDmONS OF ANY APPT BERETAINED ON JOB AND WHERE APPLICABLE, SEPARATE APPROVED PLANS MUS PERMITS ARE REQUIRED FOR MINIMUM OF FOUR CALL INSPECT►ONS REQUIRED ELEC-RICAL,PLUMBING AND MECH- FOR ALL CONSTRUCTION WORK THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 1.FOUNDATIONS OR FOOTINGS HAS BEEN,MADE.WHERE A CERTIFICATE O N B T�LpTIONS. 2.PRIOR TO COVERING STRUCTURAL MEMBERS pANCY IS REQUIRED.SUCH BUILDING SHALL ANICdL (READY O LATH)- 3 .OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE, .INSULATION. 4.FINAL INSPECTION BEFORE OCCUPANCY. s ELECTRICAL INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS BUILDING INSPECTION APPROVALS 1 ? ( Q t� Is'` ' 1R } t 2 2 vZ� G 2 . b` ENGINE RING DEPARTME HEATING INSPECTION APPPROVALS, 1)y 11�'0 i LT s �. � BOA O HEA �--� 2 �`f /��f lY :�• _ A .n 1, ) ✓�., , SITE PLAN R ' E IEW ApPROV.L1 `7'��2L„ `�" J 1 A— OTHER - i� (� t tom/ ! `{ b ,, INSPECTIONS INDICATED ON THl' UNTIL T STARTED WITHIN SDI CARD CAN BE ARRANGED FOR e EED PERM WILL BECOM NOULL AND VOID.IF CON-� LEPHONEORWRITTEN NOTIFIC FWORK SViALL NOT PROC g1 RUCTION WORK IS T7= INSPECTOR HAS APPROVEDTHE MONTHS OF DATETHE PERMIT IS ISSUED AS TION. IOUS STAGES OF CONSTRUC- NOTED ABOVE. -TOWN OF BARNSTABLE O CERTIFICATE OF OCCUPANCY � ,I PARCEL ID 206 042 GEOBASE ID 12383 ADDRESS 26 SHORT BEACH ROAD CENTERV I LL�E G z P — LOT 20 BLOCK LOT SIZE ' . DBA DEVELOPIMENT DISTRTCT CO PERMIT ER IT O IEIPTION I B TYPE BCOO TTTL CERTIATEOF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES- $25.00 r BOND $.00 CONSTRUCTION COSTS $.00 "'�I• 756 CERTIFICATE OF OCCUPANCY 1 PRIG%ATE * BARNBTABLE, 1639. BU �ING-ZFVISION DATE ISSUED 02/13/2006 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TOTMOCCUPY ANY STR.EET,ALLEY OR SIDEWALK OR NOT PART THEREOF.Ell HER TEMPOR`4R'Ly OR PERMANENTLY EN- SPECIFICALLY PERMITTED UNDER THE BUILD IN CODE,MUSTE APPROVED BY THE URI D CTION.STREET OR CROACHMENTS ON PUBLIC PROPER ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE.OBTAINED FROMTHE DEPARTMENT OF PUBLIC WOR}:S.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDMONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. r M OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE. SEPARATELL CONSTRUCTION WORK THISCARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR NDATIONS OR FOOTINGS HAS BEEN.,MADE.WHERE A CERTIFICATE OF OCCU- ELEGGTRICAL.PLUMBING AND MECH- OR TO COVERING STRUCTURAL MEMBERS PANCYISREQUIRED.SUCHBUILDING SHALL NOT BE ANICAINIj iALlATIONS.DY TO LATH). OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ULATION. L INSPECTION BEFORE-OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS y),10.3 14 t�s i HEATING MSPECTION APPROVALS, ENGINE RIiaG OEPARTME 12/ BOA O HEAL .4 �= R. SITE PLAN REVIEW A PROV,L OTIiE '> - `i n ;;WORK SVfkLL NOT PROCEED UNTIL PERM WILL BECO S NOT STARTED ID IF CON SIX CAN BE INSPECTIONS (ARRANGED FOR ENDICATED ON I IC 1 THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS ONPHONE OR WRITTENNOTIF' TION. NOTED ABOVE. �- Barnstable Assessing Search Results Page 1 of 2 gwTTM "` , Hon-le. Departments: �issessc rs Division: Property Assessment Search Results New Search INew Interactive Maps >> Owner: 2008 Assessed Values: BROYER, F PAUL 26 SHORT BEACH ROAD Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $672,100 $672,100 206 /042/ Extra Features: $3,000 $3,000 Outbuildings: $800 $800 Mailing Address Land Value: $566,900 $566,900 BROYER, F PAUL Totals $ 1,242,800 $ 1,242,800 20 ELIOT DR Residential Exemption Received=$105,082 STOW, MA.01775 2008 REAL. ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $224.% Fire District Rates Town Barnstable FD-All Classes $2.04 $6.58 C.O.M.M.-All Classes $1.03 Commei C.O.M.M.FD Tax(Residential) $ 1,280.08 Cotuit FD-All Classes $1.03 $5.80 Hyannis-Residential $1.53 Persona Town Tax(Residential) $7,486.18 Hyannis Commerciale $2.35 $5.80 Hyannis-Personal $2.35 Other R; . W Barnstable-Residential $1.86 Commur W Barnstable-Commercial $1.86 W Barnstable-Personal $1.86 Total: $8,990.85 Construction Details Building Property Sketch & ASBUILT Proper Building value $672,100 Interior Floors Hardwood 'Style Colonial Interior Walls Plastered Model Residential Heat Fuel Gas Grade Exceptional Heat Type Hot Air Stories 3 Stories AC Type Central http://www.town.bamstable.ma.us/assessing/assess/displayparcelO8map.asp?mappar=2060... 1/14/2008 1 �- Barnstable Assessing Search Results Page 2 of 2 Exterior Walls Wood Shingle Bedrooms 3 Bedrooms Roof Structure Gable/Hip Bathrooms 3 Full ai,1,tD Roof Cover Wood Shingle living area 2482b ' E Replacement Cost $678924 Year Built 2003 B 4 4�r D ` +Mlz t zcU01 f! c ftlk" Depreciation 1 Total Rooms 6 RoomsZj ` Land FLfS � 10 CODE 1010 Lot Size(Acres) 0.15 _ Appraised Value $566,900' AsBuilt Card N/A Assessed Value. $566,900_ , - ' 1 , View•Interactive Maps > Sales History: Owner: Sale Date Book/Page: Sale Price: BROYER, F PAUL May 25 2007 12:OOAM C183178 $ 1,390,000 y SULLIVAN, MICHAEL S May 26 1999 12:OOAM C153287 $ 144,500 TOPPIN, RICHARD L&LINDA A CERT/624 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value SHED Shed 96 $800 $800 FPL- Fireplace 1 $3,000 $3,000 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished)' FTS Third Story Living Area(Finished) 'UHS Half Story(Unfinished) CAN Canopy I FUS Second Story Living Area UST Utility.Area,(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA. Unfinished Utility Attic- FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess/displayparcel08map,.asp?mappar=2060... 1/14/2008. 05-26-1999 @ T p Z Deed 62446 20 9288-L-153287 21: Barnstable ( i 1-2:42 153287 ,+ F., s „ c . 04-08-1924 is p i z Notice SEE DECREE Barnstable 04-09-1924 @ 1220 1 it o (CASE 9288) 11:30 06=10 1948 I,�f, p �. Court Order Barnstable 06-14 1948 @ 21927 1. 1310.1, ADD LANGUAGE ,E_ 2.30 09-12-1947 X..1 -p � Restriction Barnstable 06-14-1948 @ 21928-2 I a � 6 20 9288-L 2:30 TOWN OF 03-.15-1956 Taking BARNSTABLE n 110. Barnstable 03-29-1956 @ 47463 1: c SHORT BEACH & 12:00 . SYLVIA RDS BARNSTABLE 08-09-1991 h i p _ CONSERVATION I i '13 Order COMMISSION Barnstable 11-29-1991•@ 539607-1 I s:.i� c I �• 20 9288-L 11:16 BARNSTABLE R 03 23-1993 s; CONSERVATION: s Y I d p . Order Barnstable 05-0 -'1993 @ 581664 ,1 s 1� ( ,: COMMISSION s,.1.c 20 9288'-L .01-29-1999 �� , p Certificate Of Barnstable 02-09-1999 @ 755598-1 B a Compliance 539607- 1 I-S.jj c IS 12:22 j 01:29 1999 Certificate Of Barnstable 02.09 1999 @ .755599=1 Compliance 581664- 1 BARNSTABLE 01-19-1999 CONSERVATION I B.il p I , Order COMMISSION Barnstable 02-09-1999 @ 755600-1 20 9288-L 12:22 CAPE COD BANK 05-26 199,9 &TRUST Mortgage COMPANY Barnstable ' 05-26 199,9 @ 767150=1y 1L,�� �) W. 20 9288-L 12T42 GEORGE', 10-12-2001 x , Attachment HARRISON (&0) Various 10-12-2001 @ 846771-1 =� SEE DOC 3:23 12-12 2001 Discharge Barnstable 12=28 2001 @ 855697'1' 767150- 1 8:32 ._ Certificate Of 05-21-2002 A ' p I �Z Barnstable 06-20-2002 @ 875980-1 s 1' o Compliance 755600- 1 a c : 9:52 # a 05-,13-2003 , � p Discharge Barnstable 05-13-Z003 @ , `920428'1 , :'` `S ii 846771 1 3:41 EMERALD 05-13-2003 Mortgage FUNDING INC Barnstable 05-13-2003 @ 920429-1 $s 1 i� ... _c 20 9288-L 3:41 EMERALD r r -Assignment FUNDING INC Barnstable 05-13 2003 @ 920430-=1 I �;I � - PERMIT& . 3:41, LICENSES 20 9288-L EMERALD FUNDING,INC 05-13 2003 @ z ( ; Assignment Barnstable 05:-13 2003 ;920431'1 ' riI s Il LEASES & RENTS 20 9288-L 341 Finance EMERALD 05-13-2003 @ Statement FUNDING INC Barnstable 3:41 920432-1 SEE DOC CITIZENS BANK. Jll 2003, Y Assignment OF Barnstable+ ? 05 13 2003 @ 920433-1 .�I c MASSACHUSETTS 3s41 920429- 1 a CITIZENS BANK 05-13-2003 Assignment OF Barnstable 05-13-2003 @ 920433-2 I s �I c I F MASSACHUSETTS 3:41 •• 920430- 1 COIFTIZENS BANK 05-13-2003 i o i z Assignment �':'Ba'rnstable OS:13=2003 @ 920433-3 MASSACHUSETTS' r: 3:41 920431- 1 <. CITIZENS BANK Assignment OF 05-13-2003 Finance Barnstable 05-13-2003 @ 920433-4 S_(L�;I Statement MASSACHUSETTS 3:41 920432- 1 Certificate Of 06-09-2003Barnstable 06-19-2003 @ 925935-1 ( s � Municipal Lien SEE DOC c " 4-00 i BARNSTABLE 07-29-2003 CONSERVATION I' Z Order COMMISSION Barnstable 07-30-2003 @ 932369-1 a $ � C •• 20 9288-L 11:47 WAYNE, 09-15-2003 ' Mortgage SULLIVAN Barnstable 09-15=2003 @ 9399821 I 1;� C. Ir ` 20 9288-L w 2;;25. .. BOTELLO LUMBER 08-01-2003 l o:= Z; Lien COMPANY INC Barnstable 09-19-2003 @ 940829-1 $ ( :F s i.,l c :� 20 9288-L 2:57 EMERALD 09-192 2003 FUNDING INC ( � ��c I Subordination Barnstable 09.-19 2003 @ .940830-1M M 920,429 TO L 940,829 2:57, EMERALD 09-19-2.003 FUNDING INC I I ( Z Subordination Barnstable 09-19-2003 @ 940830-2 �:� c M 920,429 TO L 2:57 940,829 WAYNE 03=16 2004 w n o Z Mortgage SULLIVAN Barnstable 0318,2004 @ a ,960652-1 a $ '� 20 9288-L 1:20 _ �... . EMERALD 03-23-2004 Assignment FUNDING INC Barnstable 03-31-2004 @ 962105-1 I s•t(a j s:i c 920429- 1 3:02 EMERALD . 03=23-2004 ° " D. Assignment FUNDING INC Barnstable 03-31-2004 @ <962105-2 920430 1 EMERALD 03-23-2004A. 4 Assignment FUNDING INC Barnstable 03-31-2004 @ 962105-3 s..,fl`c°_I 920431- 1 3:02 EMERALD : 03=23 2D04 Assignment FUNDING INC -" Barnstable` 03231 2004 @ 962105-4 t s .1) 920432- 1 - 3:02 08711-2004 Al. a �� Discharge Barnstable 08-24-2004 @ 977825-1 $ c �" X_t 920429: 1 10:36 I.S, C. II .. • ., ., t 08-11 2004 ,�.. i Ab -I o Discharge Barnstable 08-24-2004 @ 977825`2 i) 920431- 1 , 10:36 , 08-11-2004 I Discharge 920430- 1 Barnstable 08-24-2004 @ 977825-3 s::.l� 10:36 Termination 08-11-2004 Finance 920432- 1 Barnstable 08-24-2004 @. ., 977825 4 I a jy Statement ? 10�:36 — WAYNE 11-05-2004 A+l o Mortgage SULLIVAN Barnstable 11-09-2004 @ 985453-1 s ll c 20 9288-L 1:31 LUMAGHINI 12-30-1996 Declaration Of Trust FAMILY TRUST Barnstable 05-02-2005 @ 1000461 1 I s C t .. SEE DOC 11:40 LUMAGHINI 07-27-2001 A I, 0 Z Amendment FAMILY TRUST Barnstable 05-02-2005 @ 1000462-1 $ 1 0 �I _' 1000461- 1 11:40 IS Cl RENE LUMAGHINI 04,-28-2005 Mortgage (AS TR) it Barnstable' 05-02-2005 @- 100046. 1 I y) c 20 9288-L 11`.40 THOMAS GERRY 03-08-2006 A ; 0 � Mortgage Barnstable 03-09-2006 @ 1028052-1 ! a I a 20 9288 L I s:i�c i 2:44 BARNSTABLE 05A. -24 2005 s Order CONSERVATION Barnstable 03=23-2006 @ 1029138 1 COMMISSION . (+ c° ( ; 20 9288-L 9:24 RENE LUMAGHINI 09-05-2006 A Mortgage (AS TR) Barnstable 10-13-2006 @ 1046565-1 $ I: c I _ I 20 9288=L 10:17 ' WAYNE 09-12.2006 Assignment SULLIVAN Barnstable. 10-13 2006 @ 1046566 1+ �y 1000463-. 1= i 10':17 .. Certificate Of 05-03-2007 $ Barnstable . 05-25-2007 @ 1064988-1 Municipal Lien SEE DOC `` s 11 c 1:04 t 05-22-2007 ' Certificate Of- A ) 0 Z Compliance 932369- 1 Barnstable 0525-2007 @ "1064989 1 sx ' s �':I e° Certificate Of 05-22-2007 (! 0 I � Barnstable 05-25-2007 @ 1064990-1 $•{ VMP Compliance, 1029138- 1 s c .. 1:04 05-01-2007 Discharge 939982-1 Barnstable 05725-2007 @ :1064991 in I s`�I c° 1:04 01-31-2005 A 0 Disc harg e Barnstable 05-25-2007 @ 1064992-1 ii 9606527 1 1:04 I s'tl bl 31-2005 ; ii r... <. n.,y 0 I Discharge" Barnstable 05-2572007 @ 1064993 1 $ II c 985453- L: 1:04< -- I 9_11 c '05-01-2007 A i1'0, Discharae Barnstable• 05-25-2007 @ 1064994-1 I s - 1000463- 1 i.:S 1:04 05-09-2007 Discharge Barnstable 05-25-2007 @ 1064995 1 $ jfl 1028052- 1 �° 1:04 05-10-2007 Discharae Barnstable 05-25-2007 @ 1064996-1 a 0 1046565- 1 ' 1:04 F PAUL BROYER 05-2572007 v I a 0 Deed 183178 Barnstable 05-25-2007 @ 1064997 1 �) o - ZO 9288-L 1:04 The last - matching entry is displayed - t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Of L Application #CX C;�0 evo Health Division Date Issued (5� ? 1 Conservation Division .Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Y* (log 2.17)1" Historic - OKH _ Preservation / Hyannis Project Street Address Z6 ShAll SW4 6 r fhz� &_ 1 .. Village Ceaif t�/� Owner &q/ gri1 r Address She/I PJ e4d #0OLW, /j 9141b&_ fie Telephone ® — 3 Permit Request P JCr a0fi..4WOV. h-floe co o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area.(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal st s ❑`No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: xisting 0 ne `size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Others "^ Z -ss Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # o Current Use Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name Care, effJDO(G S VJC_ Telephone Number Address 23 ��9Q`'°I License # s��q hlxy Alln.ei11% M4 - 6'"J3 Home Improvement Contractor# Worker's Compensation # 0 7vOm 110 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ��/ MU .too Great W&s erm 6741 0%r AN J SIGNATURE DATE r FOR OFFICIAL USE ONLY a, r APPLICATION# DATE ISSUED r "MAP/PARCEL NO. ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION F 'r ' FIREPLACE ELECTRICAL: ROUGH FINAL �r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL DIA12104 FINAL BUILDING 0 11 L, DATE CLOSED OUT 104ill � ASSOCIATION PLAN NO. i I I i I Tom Hof Samm5ta-lik, 'C `tQe,fed iSn- T,W Sir o. If U-4mg A 1$¢ci�dl�s in A rq I riA m t ffft-womm-,4 ftme-- i' �e i' '1l4sdF am e. eZd u Y� i I r • Nlassachusetts - Depat-tm nt'of Public Safety Board of Building Re�-ulations and Standards Construction Supervisor License License: CS 92954 LAWRENCE D DEMERS 919 OLD BASS RIVER ROAD DEN NIS,,.MA`02638 Expiration: 1/31/2013 (:rounis�i nt'r Tr#: 8747 i. ' s 0)/1( %� Office of Consumer Affairs and Business Regulation ---. 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 156836 Type: Private Corporation Expiration: 8/9/2013 Tr# 215742 CAPE COD DOCKS INC. LAWRENCE DEMERS 23 BOG RD. WEST YARMOUTH, MA 02673 -- --,. . _:. _...... -... _.....----------- Update Address and return card. Mark reason for change. :_] Address j_1 Renewal F- Employment Lost Card SCA 1 {} 20M-05/11 `- r97/c (rl0Wye Yee UYeevrrrllll e�r;llr rre/%rr� /Gs _ ti• Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: -�zegistration: 156836 Type: Office of Consumer Affairs and Business Regulation •( expiration: 8/9/2013 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPE COD DOCKS INC. "I LAWRENCE DEMERS i 23 BOG RD. - WEST YARMOUTH, MA 02673 -=------..._-__.._._........-.__---.._...._._._.............__......_.._..___....._., Undersecretary Not valid without signature l { RightFax C3-2 1/13/2012 4 :28 : 13 AM PAGE 2/002 Fax Server r ACORD. CERTIFICATE OF LIABILITY INSURANCE 01/13/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:H the certificate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX ARTHUR D CALFEE INS (A/C,No,Ext): FAX (AIC,No): 336 GIFFORD ST E-MAIL ADDRESS: PRODUCER FALMOUTH,MA 02540 CUSTOMER ID#: 236LN INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: CONTINENTAL CASUALTY CONIPANY INSURER 8: CAPE COD DOCKS INC INSURER C: INSURER D: 23 BOG ROAD INSURER E: WEST YARMOUTI- MA 02673 INSURER F: COVERAGES CERTIFICATE NUMBER: ( REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTOTHE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED- NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF DATE POLICY EXP DATE TYPE OF INSURANCE POLICY NUMBER (MIMDD%YYYY) (MMIDDIYYYY) LIMITS LTR INSR WVD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR. PREMISES(Ea occurrence) MED EXP(Any one person) $ PERSONAL&&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PROJECT LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $. ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WC STATUTORY LIMITS OTHER WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY Y/N UB-0731N31A-11 07/11/2011 07/1112012 E.L.EACH ACCIDENT $ 100.000 ANY PROPERITOR/PARTNER/EXECUnVE N f E.L.DISEASE-EA EMPLOYEE $ 100,000 OFFICER/MEMBEREXCLUDED? _ (Mandatory In NH) E.L.DISEASE-POLICY LIMIT $ 500,000 It yes,describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION F PAUL BROYER, SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 26 SHORT BEACH RD ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE BARNSTABLE,MA 02632 Dennis Chookaszis ACORD 25(2009/09) 1988-2009 ACORD CORPORATION. All rights reserved. The C'onirtionivealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021 H nwin nrassgov/.dia Workers' Compensation Insurance Affidavit: Builders/Contractors/E.lectticiansmumbers Applicant Information Please Print I.,ealy Name.(Businem/orgavizationfludiuidual):Car, L 4 +✓���il t, Address: 0Q City/State/Zip: eS AIIM01444, -- zb 3Phone 4- 67d�(- 7 7�-f Are you an employer"Check the appropriate box: Type of project(required): 1_XI am a employer meth 1 4. ❑ I am a general contractor and I employees(full andtor paA-time)-* have hued the sub-contractors � ❑Hein construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet T_ ❑Remodeling ship and have no employees These stab-contractors have S. ❑Demolition work' for me in an capacity- employees and have Viers' °� any �`- i 9_ ❑Building addition [No workers'comp_insurance comp_insurance required-] 5. ❑ We are.a corporation,and its 10_0 Electrical repairs or additions 3_❑ I am a homeowner doing all work officers have exercised their I L0 Plumbing repairs or additions myself.[No workers"comp- nght of exemption per MGL 12.❑Roof repairs insurance required.]T c.152,§1(4),and we have no employees_[No workers' 11N Other Bf' OR R comp_insurance required.] 4h W/ Can G`f►r7 t7 *Any app9icaut that checks box Al must also Motu, the section belomr showing their workers"compenotiou policy information I Homeowners who submit this affidavit i dicatmg they are doing all wed and then hire ou sicia contractors must submit a nemw sffidaxit indicating such. TContractors that check this box must attached an additional sheet show the name of the sub-couttactors and state whether or not those entities have eutployees. If the sub contractors hale employees,they must ptavade their workers'comp.policy number- lain an employer that isprmiding nvrkers'compensation insnmicee for nay euTloyves. Below is thepolicy and job site inforaraation. Insurance Company Name: &V S kdA (,6rMVfnV Policy#or Self-ins-Lic_#: �� l�g Expiration Date: Job Site Address:016 Short &W ifoo City/Stateaip: 44 N 1 02-�e�- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c_ 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the-,dolator_ Be advised that a copy of dais statement may be.forwarded to the Office of Investigations of the DIA for insurance coverage verification.. I do arerebyxetWfi,under tire pains and penaLdes of perjeery that the information provide aboite is b7 a and correct si tore l(P -e Date: Phone#: ✓,01t `Mr f 711 n Ofjieial use only. Do not write in this area,to be completed by city.or town ofciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTownyf Jerk 4.Electrical Ltspector 5.Plumbing Inspector 6.Other y Contact Person: Phone#: t X -1.2 X -1.6 RI X -1.2 (ff NTEjq G -G EBB FLslum. x -0.9 kU.29733 x -1.0 x -1.6 �, x -1.0 x -1. � w � Z � X -0.9 X 0.9 X -1.1 X -1.0 X -1.3 X -1.2 X -1.2 X -1.4 X -1.3 -1.3 0 .2 VE BREAK TIMBER 76 17. LOT 20 TA�N►NG LCP 9288L C')z E MAP 206 PARCEL 042 Z _ w . _ rn -%. m N c �D N r H o � SNEO - � G m Z EW�EL NNG 83 OO V.N.A. D. 88 C A OAD %0 0.5' N R .J69, B H N.G.V.D. 29 OR� G SHEET 2 OF 3 F. PAUL BROYER TO CONSTRUCT & MAINTAIN PLAN VIEW A TIMBER PIER SCALE. 1 ' = 20' RAMP & FLOAT IN THE CENTERVILLE RIVER 20 0 10 20 40 AT 26 SHORT BEACH ROAD CENTERVILLE, MASS SEPTEMBER 2, 2011 SULLIVAN ENGINEERING, INC. OSTERVILLE MASS. 38' TOTAL 27' ..��v.�. FROM Ml W. SEE BELOW FOR 16' 10' 12. DIMENSIONS & TIMBER PEER ACCE RAMP FLOAT OTHER SPECIFICATIONS SS LADDER ' 5 EX/ST/ M.H.W 2.8 31, x 81, GRq�EG i CROSS BRACING M.L.,W •0.0. 4„X4„ POST (TYP.) FLOAT STOPS 8"0 PILE (TYP.)--s- TO PROVIDE 1' MIN. 8"0 PILE (TYP.) SEPARATION 8"0 PILE (TYP.) 4 REQUIRED END SECTION %SCALE 1 ' _ TOT SCALE: 1 = 4 10 0 5 10 20 ' EL. 7.5 ROPE [,,*,�ANDRAIL -- —EL-_4.5 3" x 8" FOR Q FIBERGLASS GRATING "— ALL STRUCTURAL r ~Z PROVIDING A MINIMUM MEMBERS C)c m� = p OF 659 LIGHT PENETRATION �j Rl►� -71 rri =n ,1� = CCA-TREA TED PILING AND STRUCTURAL TIMBER 4" X 4". 5 Z Z �C rn GREATER THAN THREE [31 INCHES THICK) ARE POST (TYP.) O y �y r---ILLOWED. OTHERWISE, NO CCA-TREA TED OR M•L.,W. ,0.0, CREOSOTE- D MA TERAILS SHALL BE USED'. m- 1.<<�'-Tj� �O O can z N A=",Ib- O �n�i c,, PATER -, SuLuvm v)�� a 70 2 SECTION VIEW n o Cl33 SCALE: 1 4" 4 � Pi r 5088626119 RESOURCE FAX 11:51:32 10-13-2011 4/14 130c: 1 . 174.O3E 09-22-2011 3:30 BARNSTABLE LAND COURT REGISTRY LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands ManDEP File#:003-4956 WPA Form 5-Order of Conditions eDEP Transaction#:419076 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Oty/Town:BARNSTABLE A. General Information 1.Conservation Commission BARNSTABLE 2.Issuance a. C OOC b.G Amended OOC WE a.First Name F.PAUL,..__p. . ..�-�:s'��`:..� �'� �:`��'"'`,�;.�,.�.:>:::.... b.Lag Name BROYEtt ti� .• �. `' c.Organization d Mailing Ad&= 26 SHORT BEACH ROAD e,City/Town BARNSTABLE f,State MA g.Zip Code .. ."':.I:°i r:i7G,..".2: =r.,.RF.tiJ+i`.ii;1�Sti.=..y'=:'.5.tr'..:. i. 1.-- 2Pt�`''�..-.'. ,• a.First Name b.Last Name c.Organization d Mailing Address e.City/Town f-State g.Zip Code -- Si��an,��..,, _a,+��J_:,..- t:a$QIt-' - - fr._�:-�.�"- tiy;. _- 'C =`.".,•..,.�: �' =t„_ s5,.:=:: a.Street Address 26 SHORT BEACH ROAD b.City/Town BARNSTABLE c.Zip Code 02632 d Assessors Map✓Plat#206 e.Parcel/Lot# 042 f Latitude 41.63879N <.. .G. g-Lon _ 94 : --•.-- ..... ...:lii`: .....:i2y:+m_a-..y,c.....,_'�`4.:iw:...._rv�%-_..:•if::.''.•.::F" .., . A.County b.Certificate C. d Book. .Page BARNSTABLE C.183178 L.20 P.9288-1, _- . _ a Date NOI Filed:7/22/2011 b.Date Public Hearing Closed: 8130/2011- c.Date Of Issuance:9/20/201 I` r. 8:F��p;�p��•�tails:�nd�the �icaCtiieti - - - � - -- t�;.- a.Plan Title: b.Plan Prepared by: c Plan Signed/Stamped by: d.Revised Final Date: e.Scale: REVISED SITE SULLIVAN JOHN dDEA,P.E. 9/2/201 I 2000'1^= PLAN(3 SHEETS) ENGINEERING,INC. B. Findings 1':Findmgs`Pii--suanttoutlielVl saclinsetts'VVetlandsPr-. otection.Aot; Page 1 of 9 "ELECTRONIC COPY 5088626119 RESOURCE FAX 11:52:08 10-13-2011 5/14 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4956 WPA Form 5-Order of Conditions eDQ'Transaction#:419076 Massachusetts Wetlands Protection Act M.G.L.c. 13I,§40 City/Pown:BARNSTABLE Following the review of the the above-referenced Notice of Intent and based on the inforrrhatiam provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act Check all that apply: a. G Public Water Supply b. ❑ Land Containing Shellfish c.E Prevention of Pollution d. I-' Private Water Supply e. El Fisheries f. R-1 Protection of Wildlife Habitat g. ❑ Ground Water Supply h. G Storm Damage Prevention i. E Flood Control L h p .... n-.:y_ "y i;::.- s ,,. �: •t,.�:.:f '€v.;;cW3t;:,;a:�Y::,_S�Fi:["'"°"+'r� :p"a,r�-_,-;h; - M1• - r.•. tz., '.L':wi•°; ::Trot...aorc - Gr:-. ;=n5 6�p i' `:y.lL":- .'�'.w r.�.,`_�: - .'7.^..;'� - - e, � - std:�3-�'••;'K}•.: _ `'og•. :'Y� -...sly _ _ - .t:=2?f?i_'.'v:..•.Z':5.:= �_•`�,:�tT-�.-v=1r.4:•�h� '•:':."n�e4'_ � _ Approved subject to: a.C.The following conditions which are necessary in accordance with the performance standards set forth in the wedands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control Denied because: b.❑The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, wont on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.f7 The information submitted by the applicant is not sufficient to describe the site,the work-or the effect of the work on the interests identified in the Wetlands Protection Act Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued A description of the specific information which Is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3 G. Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 310CMRI0.02()Xa). a linear feet .... .. -2�t-.Y:E,. ,i.. ti}+^� .::.:..'---•�`•'�'-. -'a�ia.:�C t=,'. sis.-' �`::• _.iz..._ - - - _:Area a ark gals..: - a'$:, 1•..':-�:. ".�•. ..5;: .:��..,.r�: - c Resource Area Proposed Permitted Proposed Permitted - Alteration Alteration Replacement Replacement feet^': b:lii>1eer;feot"; :feef:��'_ •-d Tii�earY'' ` 5.C Bordering Vegetated Wetland. a square feet b.square feet c.square feet d. feet 6: J.1.and'tuide�liKateibodiesaiid square - S.: uat�e.feet . a."sq : ,.,. square•. 7.r Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Page 2 of 9•ELECTRONIC COPY 5088626119 RESOURCE FAX 11:53:05 10-13-2011 6/14 t Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4956 WPA Form 5-Order of Conditions eDEP Transaction#:419076 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 C5ty/TownSARNSTABLE 1 Cubic feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet ix jiiG'::..:�:,-;�sw ,s' ,:-'7s :^'� - .mod < - ..., �,'r,_ _-,J?'r _ - �,yr.:F"+:•`'r.�•',r+a.-'^ _ t.�•? - ..x -r•�,'�`1}(-�,'�P:�. (E�• `;t'� �.£3�y.�+' .h�.T:: . —S-m--�•_•_P"`�c '_`.L-*'�r...re:a��Sr.-r_.-:.;:3�+t�.- e:..--aw'`'`sr�- N; „i^> _ ,t E:..t.. _ = �S•" p�jj, r ..=P:y"'xn a - '=r:. -tv '�r<>. ;i'-. '. .:-a.:a:�•. __•[^+.-. ^'-" �i�. _ -�;;a. ..�•F'l T ��91i�441N1 � - :yY a' '=>�- _ L=G.;.::r w.- :�:ii� Trt*C �..:•�`::•!',y•.. • _•3�:� - _ _ v ^f..•-�:f •.�='�'i5'�-'-::::-,'^"_'' _ .ih„_,.x.��-•�v��a�.,K.r,. :.i.- .--�..r•.{T,: �r...' ..,-r.,w ��, -_ - .a:: '`u: `f;...- - ;_,�yka �:`l:''. ::r: ."r: .T(---T= >-;(: .._ +,...err(•••.,':.,R'.-.:�„ ____ _ ''{-I::+...:�.:•';:: 'Er;.=�.: �s�-.= .:7��''?w - :�.zt_ +G�,11D.1G;KLt`. '.,.�• _ �:L- 11�1C'�e2T�r�. 9.G Riverf m Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet _- - .. ._ ....,.. ,gip",i•e.::i.::..:iv.4. le,.- a:,.. v_-.•._e:_-:.o.+..�� �Yil>•r-: ,.?rt.......�.;�.1:� "4' u-F; h_,�� '::��M•'_h _ .k•i:'- .....'; <.. ,x..,..-,.tom.:c..x... '.�.::F,L;.._c..•,4...f+§4. '<:_.:d �`..., 9 ^: �•..: 1,R.,..',-"' �C` a'rr^�`r�•'tii,�""�f�.-ci�'n$::irrt,�e:.'_`::'�a`�li�i•:h;ir 3?`: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement c a ement Replacement semen t G ow 11.Pi Land Under the Ocean 166 166 a square feet b.square feet 0 c.cty dredged d.c/y dredged :1Lr'L.+'PONrSe�HWld1W'"" ;�� - _:3:5?:� "",-y 4n.. ''�-' -_ ••1Zr-.�.,ui,S.n�Y'jY..�n,.:a�-..n'.:.�..aa•T...-.s•�-%Ac:�.:�w�-�y� - __ .t.�_.=..n.::t....A. .a ...: v... :.:df1'i�. ._-�-..�.::1+y�'�:i'v- '_ku•'� ��}a�.�•J1W�17Y�:-� { � �n0/V�:�/:.UG.113��t 13.0 Coastal Beaches a square feet b.square feet c.dy trourishrnent d.sty nourishment .C�astal Dtln ''.,"ti.,1�..>` �,y. _ :::35:�• •.;':,;1!;' "aare:fk . ..arefeet t . ..�.. ;v._.y.:.....�1.. :; z . 15.En Coastal Banks 4 4 _... .. a linear feet b.linear feet _ _ f- - u 17.I✓;salt Marshes 16 1.6.. 0 a.square feet f sq feet c square eet d square feet - :::.... .:. , C.'d,�(dredged d.'+C73':a[0d$ed 19.r Land Containing Shellfish a square feet b.square feet c.square feet d square feet Page 3 of 9*ELECTRONIC COPY 5088626119 RESOURCE FAX 11:54:10 10-13-2011 7l14 LlMassachusetts Department of Environmental Protection Provided by MassDEp: Bureau of Resource Protection-Wetlands MassDEP File#:003-4956 WPA Form 5-Order of Conditions eDEP Ton#:419076 Massachusetts Wetlands Protection Act M.G.L.c.131,§40 City/Town-BARNSTABLE �01= 1,s.%--mm ta= Mg 21.❑Land Subject to Coastal Storm Flowage y a.square feet b.square feet 0 RestorationMuhancement(For Approvals Only) Sam If the project is for the purpose of restaging or enhancing a wedand resource area in addition to the square footage that has been entered in Section B.5.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of BV W b.square feet of Salt Marsh C Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new strearn crossi ogs/number of replacement stream crossings. a nuriber of new stream crossings b.number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Foure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion ofprivate rights 3. This Order does not relieve the permittee or any other person of the necessity of complying with an other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following applY a the work is a maintenance dredging pmject as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circurnstances warranting the erbeided time period are set fords as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. 8. 71»s Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taker, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is looted,within the chain of fide of the affected property.In the rase of recorded land, Page 4 of 9'ELECTRONIC COPY 5088626119 RESOURCE FAX 11:55:30 10-13-2011 8/14 9 1 , Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4956 WPA Form 5-Order of Conditions eDg'Transaction#:419076 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/TomBARNSTABLE the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, Massachusetts Department of Environmental Protection" (or'MassDEP"l File Number:"003-4956" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DER 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. ch ange a to the lens identified ArrY g p in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable Fours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. AM sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) C is not(2)rZ subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) AD work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stommvater Pollution Prevention Plan required by the National pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that:i all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BUT has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;iL.as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;& any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater Page 5 of 9•ELECTRONIC COPY 5088626119 RESOURCE FAX 11:56:15 10-13-2011 9/14 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4956 WPA Form 5-Order of Conditions eDEP Transaction#:419076 t Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 CitytTown'BARNST'BL Standard 10;iv.all post-constnxtion stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been i'nq=ted to ensure that they are not damaged and that they are in proper wonting condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand crosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP mauttenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Staterriatt("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenanoe Plan("O&M Plan")and certifyutg the following.i)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance wit h the long-term g team pollut<on prevention plan section of the approved Stormwater Report and,if applicable;the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimi abon System Multi-Sector General Permit e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party steall be treated as a pamittee for purposes of implementing the requirements of Conditions 19(f)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Ceitifteate of Complianee.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally baling agreement f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook g) The responsible party shall: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof;and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspecx the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) AIi sediment or other contaminants removed from stormwates BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited J) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious area for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. Access for maintenance,repair,and/or replacement of BMPs shall not be withheld Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special!Conditions: Page 6 of 9+ELECTRONIC COPY 5088626119 RESOURCE FAX 11:56:58 10-13-2011 10/14 1 ILI w Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-4960 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transac6on# Barnstable Cityffa m E. Signatures Important: This Order is valid for three years,unless otherwise specified as a special .SF� 1.0 9011 forms on th When on ffing out condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance computer,use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to move your cursor-do not The Order must be mailed by certified mail(retum receipt requested)or hand delivered to use key.the return the applicant.A copy must be mailed,hand delivered or filed electronically at the same time with the appropriate MassDEP Regional Office. m Signatures* ❑ by hand delivery on by certified mail,return receipt requested,on sEP i:o zo» Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40),and is inconsistent with the wetlands regulations(31 D CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw,and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. wpe55ig5A0c•rev.o2r2&2010 Page f�of I 5088626119 RESOURCE FAX 11:57:31 10-13-2011 11/14 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-4956 WPA Form 5-Order of Conditions eDEP Transaction#:419076 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 CSty/Town:BARNSTABLE D. Findings Under Municipal Wetlands Bylaw or Ordinance I- Is a municipal wetlands bylaw or ordinance applicable?G Yes C No 2- The Conservation Commission hereby,(check one that iRghhes)• a- C DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically. I.Municipal Ordinance orBylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a mmicipal ordinance or bylaw: b. [: APPROVES the proposed wort,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw TOWN OF BARNSI'ABLE 2.Citation S.237-1 -237-14 3. The Commission orders that all work shall be perfomred in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1,7.2,AND 7.3 Page 7 of 9•ELECTRONIC COPY 5088626119 RESOURCE FAX 11:57:48 10-13-2011 12/14 . t SE3.4"6 Name:• F.Paul Broyer Approved Plan= September 2,2011 Revised Site Plan(3 sheets)by John O'Dea,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may result in serious consequences. Such consequences may include issuance of a Stop Work Order,fine(s),the requirement to remove unpermitted structures,requirement to re-landscape to original condition,the inability to obtain a Certificate of Compliance,-and more. The General Conditions of this Order begin on Page 4 and continue on Pages 5 through 7. The Special Conditions,if necessary,are contained on Pages 7.1,7.2 and 73 All Conditions contained herein require strict compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions,and prior to the commencement of any work approved herein,General Condition Number 8(recording requirement)on Page 4 shall be complied with 2. It is the responsibility of the applicant,the owner and/or successor(s),and the project contractor,to ensure that all conditions of this Order are complied with The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work 3. General Condition No.9 on Page 4(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work 5. The applicant shall obtain a building permit for the proposed pier from the Town Building Commissioner. M. The-following additional conditions shall govern the project once work begins: 6. General Conditions Nos. 12 and 13(changes in plan)on Page 5 shall be complied with. 7. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 8. Unless extended,this permit is valid for three years from the date of issuance. Page 7.1 5088626119 RESOURCE FAX 11:58:12 10-13-2011 13/14 9. Salt marsh shall not be disturbed 10. CCA-treated piling and structural timber(greater than three[3]inches thick)are allowed. Otherwise,no CCA-treated or creosote-treated materials shall be used. 11. Light-penetrating decking shall be provided in the fixed sections of the pier. 12. No dredging(including but not limited to effects of propeller wash)is permitted herein. Deepening the berth by propeller scouring is strictly prohibited under this Order. 13. Float stops shall be installed to keep the float a minimum of one(1)foot above the substrate at low tide. 14. Permanent piling shall be driven into place. Some initial pilot-hole jetting is allowed. The following special conditions(in italics)shall govern boat use at the approved pier. These conditions shall continue over time. Note: for purposes of this Order of Conditions,the term"pier" shall refer not only to the linear pile-supported structure,but also to any of its components or appendages,such as the ttoat(s),ell,tee,ramp,outhaul piling,etc. 15. Motorized craft shall not be used or berthed at the approved pier. 16. Any berthed boars shall not ground at low tide. 17. A small sign shall be displayed at the end of the pier. It shall read SE34956; 26 Shore Beach Road Limitations: • No motorcraft allowed 18. Any desired pier lighting shall receive prior approval of the Conservation Commission. 19. Lead piling caps shall not be used. If plastic caps,only black shall be used. 20. Work on the pier shall ensue mid-tide rising to mid-tide falling,or as otherwise necessary to provide a minimum twelve-inch(12")clearance for the work barge above the substrate. After all work is completed,the following condition shall be promptly met: 21. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned,along with the request for a Certificate of Compliance and the apprp,—riate fee. Where a project has been completed in accordance with plans stamped by a registered professional Page 7.2 5088626119 RESOURCE FAX 11:58:34 10-13-2011 14/14 engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the approved plans. This statement,along with Form C and fee,shall accompany the request for a Certificate of Compliance. Page 7.3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X239708 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate F. Paul Broyer Name of Applicant Z:26 Short Beach-Road'\ Centerville River Barnstable Project street add—reiss Waterway C2nteryillej---l Description of use or change in use: To construct and maintain a pier, ramp and float.The pier will be used to access navigable water for recreational boating needs. 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 Da ignature of Municipal Offici I _ Title City/Town CH91App.doc-Rev.6/06 Page 6 of 13 SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 phone 508-428-3344 September 7, 2011 Thomas Perry Building Commissioner Town of Barnstable 1 200 Main Street Hyannis, MA 02601 RE: Chapter 91 License Application F Paul Broyer =y cm 26 Short Beach Road, Centerville, Mass. Dear Mr. Perry, C' M Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Protection Waterways license application and plans for the above referenced project. Would you please review the application, and sign the Municipal Zoning Certificate and return it to me in the enclosed self addressed stamped envelope at your earliest convenience. Thank you for your assistance in this matter. If you have any questions,please contact the office. Ve truly yours, Paula Sullivan Sullivan Engineering Inc. Attachments Ma1ssachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X239708 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Important:When filling out A. Application Information Check one) ' forms to the NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing .computer,use P p PP 9 only the tab key Package for BRP WW06. to move your cursor-do not Name(Complete Application Sections) Check One Fee Application# use the return key. WATER-DEPENDENT- General A-H Residential i I with < 4 units $175.00 BRP.WW01 a 0 Other $270.00 BRP VM01 b ❑ Extended Term $2730.00 BRP WW01c Forassistance ......... .._.._..- ----•-•-- -------•- ------.......................................................... in completing this Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a application,please. see the "Instructions". ❑ Other $105.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <'4 units $545.00 BRP WW15a _ ❑ Other. $1635.00 BRP WW15b Extended Term $2730.00 BRP WW15c Partial (A-H),. ❑ Residential with <4 units $545.00 BRP WW14a . ❑Other $1635.00 BRP WW14b ❑ Extended Term $2730.00 BRP WW14c Munici al Harbor Plan(A-H) ❑ Residential with <4 units $545.00 BRP WW16a Other $1635.00 BRP WW16b Ej Extended Term $2730.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other :' $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17C Amendment(A-H) ❑ Residential with <4 units '$435.00 BRP WW03c El other $815:00 BRP WV1/03d El Extended Term $1090.00 BRP WW03e CH91App.doc-Rev.6/06 Page 1 of 13 p Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X239708 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: 1Pau1Br eryery W Name E-mail Address 2f�h��Beac� oa�r, Mailing Address Note:Please refer n to the"Instructions" Canterv�l;e InlL 0632 City/Town State Zip Code MORE Telephone Number fax Number 2. Authorized Agent(if any): :�.��r� �." +' '• SullluanEngmeenng, Inc; toh,na@slli�anengrn�corn° Name E-mail Address PU xo 59 Mailing Address sOs et rville VI,A _ 02655 City/Town State Zip Code 508-428-3344 50$-428 9617; Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): --0 Paul Buoy r Owner Name(if different from applicant) 024 41 38"20" 70 20'42 Tax Assessor's Map and Parcel Numbers Latitude Longitude 6��Sho��Beacftd'�Ba nr stables Centenillej; TVIA a2656 Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No 3. Name of the water body where the project site is located: Centerville River 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream. ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑.Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.6/06 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X239708 Chapter 91 Waterways License Application 310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" To construct and maintain a timber pier, ramp and float.The pier will be used to access navigable water for recreational boating needs. 6. What is the estimated total cost of proposed work(including materials&labor)? $12,000.00 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. Anne H Healy 194 Grove Street, Wellesley, MA 02482 Name Address Edward E& Margaret A 754 Chestnut Street, Needham, MA 02492 Guillet, Trs. Address Name Address D. Project Plans 1. 1 have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications 401 Water m e Quality Certificate Y - Date of Issuance ®Wetlands SE3-4956 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number - ❑ EOEA Secretary.Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.6/06 Page 3 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways,Regulation Program X239708 • Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owners signature(if different than applicant) Date Agent's signature(if applicable) Date T CH91App.doc•Rev.6/06 Page of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X239708 Transmittal No. Chapter.91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging P 9 project9 ❑ Maintenance Dredging (include last dredge date &permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume(cubic yards)of material to be dredged? e . 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) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.6/06 Page 5 of 13 tom; � ' 1�. �► �/ , ►�� fin..� �„�, � � ,I Ali; P-,� } p�,.,J_�\� _`� .\� YI� � .Tr, -�_'7 � 'Y ,�e�� �f /I� ��1' , �♦��. .fir �J��r�/ '����� 4� 6.� sir \Z►+�i. Jf�is,�il�� � \. e / IIQ]7 FAM DIRECTIONS: FROM HYANNIS FOLLOW MAIN STREET TO THE SHEE T 1 OF 3 WEST END ROTARY, TAKE A LEFT ONTO SCUDDER F . PAUL BROYER AVENUE i� ;��� �\ -s�� -a• .sae ;a- ti�4�n ,I I s �I • CONTINUE TO STOP I CONSTRUCT & RIGHT ONTO SMITH STREET, WHICH TURNS INTO A TIMBER PIER CRAIGVILLE BEACH ROAD; AFTER CRAIGVILLE BEACH RAMP & FLOA TAKE A LEFT ONTO. SECOND SHORT BEACH IN THE CENTERVILLE RIVER ROAD; HOUSE IS THIRD ON THE •- .. I• ., . I, BEACH LA Tf 1 • I / / 42" SEPTEMBER •: I X -1.2 X RIV rl X -1.2 NTER GE EBB FL°oD X -0.9. X -1.0 in = o X -1.0 m N = X -1.0 X`-1.0 c,+ z� X -0.9 X -0.9 . X -1.1 X -1.0 X -1.3 . . X -1.2 X -1.2 X -1.4 X -1.3 o '2 WPVE BREAK TIMBER X -1.2 v� a.; M.H.W�2.8 LOT 20 �Z I`' ETAININO LCP 9288L m R MAP 206 PARCEL 042 N O Nr � SHE D �7 �o LLG . m Z EWE-fINNG c� w � W N CA m O a3 N:A.V.D. 88 1 C A � � GnO � O S' w H• 0 0. N..G.G.V.D. 29 OR� LV(G SHEET. 2 OF 3 F. PAUL BROYER TO CONSTRUCT & MAINTAIN PLAN VIEW A TIMBER PIER RAMP & FLOAT SCALE: 1 20' IN THE CENTERVILLE RIVER 20 0 10 20 40 AT 26 SHORT BEACH ROAD CENTERVILLE, MASS SEPTEMBER 2, 2011 SULLIVAN ENGINEERING, INC. OSTERVILLE MASS. o� C)� 3Z� a coZ)m O O�j O � �W�W Z kV) Q J w�� mom" o m.: wo Q o. �0= N Xm p COz p O .00 O Z II � j II �J (j J ' Q Z� �(j O zjQ ?<� �Q� . . . DO O Q02 �w co cn-UQ cV i— -�. O ^U C... z�Olw— ^ O� : �Lu . . Q ZQ , �Li �� 3 ' ��z V)C) �� azL�lQ Lu -' OQ=W NO. �i� Lu �oxQ �o��• W II Q'c 0 J ¢ OO W Lo p U�Q U U O w ^ . SHEET 3 OF 3 o 'CL F. PAUL BROYER � m TO CONSTRUCT & - MAINTAIN m cn w A TIMBER PIER o ' . ,?o w RAMP & FLOAT IN THE CENTERVILLE RIVER AT 26 SHORT BEACH ROAD ro CENTERVILLE, MASS �- SEP TEMBER. 2, 2011 o SULLIVAN .ENGINEERING, INC. m OSTERVILLE MASS. 4YY �K 1q n4��.m�s't,A'q'� � �,�!'�c � "s�'§ w�♦ ' _ .� c y���vS�7. Y•� A xt a, rr,t .r.t A,,,+ � Ml.- t , ,rjt�• ! 4 _ Yw 1.x \r l t.d, /J r.TiY ytr <" •"rt �` jv M p p'` r }Y S. t v f( d �.. 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'{�,, .i —J i�i^ �i�," ,�i i'. ,�'}+ :'�i '' ,� '0 �t, t r�. i i ✓fiP 1�(l�II?/jIL(YJZ/l1P,CX`l ----- 0"m 6adtuule& .Board of Building Reggulations' One Ashburton Place (gym 1,301 Boston, Ma;02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate, 02/05/1961 Number:CS 056737 Expires:02/05/2001.' �1 i Restricted To 00. ,, MICHAEL S SULLIVAN 333 QUAKER MEETINGHOUSE ESANOWICH, MA 02537 tt,? elf r 4' no: 7070 A Keop to for receipt and change of address nodfir116n: + h t 6 '"' f"e �'1%�' dr`fe�T k�N�� f Wr -� �Ly •n � A Y -!j1A k' r sty 4 y � � d 7. •I I , ' d Y F5 t - : f � y .,,r� r1,��.far,, br 4 • Y A') ...'>dr*R }1' � �. � J � , 7. t aet r it rtf iF .tea. �. ! t or s'"n°t hn �Z{�+��,$ssi* _ Y S �g ,� t+� Y'� k, �,,. �lze �anz� a�✓v�z�crcu;I ' �� i���a��xx� ,HOME IMPROVEMENT CONTRACTORS REGISTRATION ir'�'��+.°`,•ir,a,'S; Board of Building Regulations and Standards f i One AshburCon Place- I: orn 7.:-01, frx rat Pi �T Boston, Ma aachilslitBoston, 0 1OE3 4 1. J." 1 ti HOME I MPROVEMEN'I CON I'hA( O4i e g r. Rec.t.stratlon 1177O5 1 XP iratisjn I1106100 / fYPe. DBA HOMF. IMPROVEMENT CONTRACTOR p(•> /` Registration 117705 r T AU T'Hi N f I Type - OBA MICHAE • I.0 LI:VAN j Y Expiration 11/06/00 i VFY !} Qr 321 QUAKER MI:.I-1 INGHOUSE RI) E- SANDWICH MA 0 563 � AUIHENTICS rhi 3 I IC AEL S. SULLIVAN Y' n �i 4 i., A 7 I G�c4M eq IlO 6, ,J� S t ) �.1 QUAKER MEETINGHOUSE 6D ` a f rb klTy�i -,} MAINISn1AT011 r j> F. SANDWICH MA 02563 �r �+`*r�?'yI�M�} �i•��r'N"T Yl di t��>t:F'G F�rj p}V�,�i`�'e ""'r3 r'iR�a at 1 a: � ,,.,•^n J ,^",^o �,-� r 7 i}Fn; 16 t r 4 e�: Ai+ G .� 13'{F1.'li, '�"�l A� �>• Yr 1�j�TI"rani r.;T,1r pd /� t� r a , AJ� n.�17t C' � a. I�. � 4ty Y 'xr a '.�.1 a 4 I (? A�,i}:•r .+ t WYf 5r %.i`' �y, tf�Y.,Ai tl } + , _:tt.d�� >".. r� h rh .y b 'r Ve Yi•! , �14 b:Ji A[S`>Yyy�1Gy'wi iF• '� «'s �?r t.,A,Q;V tr�h3sR:r,. A,v�Y. ) v�f;r )lJ i �I t 5 2^rid+P++.2-2. +t tag t Y�. o��Ci\f 'R' x �'. "t ( I Y ��'.h'S �� y d .�,a t a'A�'a`11'�i ��''''t^,.� +}-��„,ryY �"ti >s •-�''e.�^"i Si'h '_ f�1�:�Z r 9�`."i' y� A t.it r•rS � �.., c+ `��i+ r - �� • �. ,J. °`,�"-- 4 � v��n(I�f� �f�-f�4',�7y'tT�ai`,�?I",�;'r y � t rt+t�.��79r,t 'n�r T�v v�''•:H 'if �i�� 3 �I.,ql� � �` tl`�ytz��'�%3:. �.w�S n�,+��• � �•$'.�3}: r..r� r+�fi�,k� � �',44�rA�� ��� ,. . r �c d r t�'vA .£ -'� p���^}�� ""s��� �.�*"•�ft��N ,+� 9 d i�.. ,.r,. i, n rv` ��•'Y' <t, Yap ,r,N. A. ,,°i.� ':�^z�"v\_-a ��xt,rr-� t,�,x. 1 t r G �D G G U r U G n 9 b Western Surety 'Company n G n G G n n n G � n LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. G KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 2 8 0 0 6 3 6 That we MICHAEL SULLIVAR DBA AUTHFuTCS of the TbWN,,. of SANDWICH *' ``State of tIASSACHUSETTS , as Principal, n and WESTERN SURETY COMPANY, • a corporation duly ;licensed to do business- -it the State of RASSACHUSC�TIS as Surety, are.hel&and`firmly.bound unto the TOWN of BARNSTABLE , State of MASSACHU EI------- ,Ob1lgee, in the amount (Valid only when a County,City,Town or Viltnge ie_named as Obligee), °� of_ THREE HUNDRED TWENTY - :-~--- ``=-AND NO/100's 'DOLLARS ($ 320-010 ) (NOT VALID FOR MORE THAN$25,000) \ lawful money of the United States to be paid to the said Obligee, for which payment well and truly '*• to be made, we bind ourselves and our legal representatives, jointly and severally. 3 THE CONDITION;OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed AS BUILDER FOR 26 SHORT BEACH ROAD, CENTERVILLE, MA by the Obligee. } NOW!% "Ine4ft' FORE, if the Principal shall faithfully perform the duties and comply with the laws and ,( or r . all amendments), pertaining to the license or permit, then this obligation to be void,. E� of e9taorl .,fin full force and effect for a period ic9o9m�mencing on the 2nd day of " J , and ending on the 2nd day , J N 2000 , unless renewed by continuation certificate. nr Vy b rminated at any time by the Surety upon sending notice in writing to the Obligee and to t � `Iaci 1, �bf the Obligee or at such other address as the Surety deems reasonable, and at the expira- tiorP�,p < ) days from the mailing of notice or as soon thereafter as permitted by applicable law, which` �s ','this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. - Dated this 2nd day of JUNE 1999 sVAICHA SULLIV 4 Dyl AI)THENTICSPrincipal Principal ' Co rsi ed WESTERN SU ETY' COM NY G f• By Resident Agent By President ti p G ACKNOWLEDGMENT OF SURETY n STATE OF SOUTH DAKOTA l ss (Corporate Officer) F County of Minnehaha f On this day of ,before me, the undersigned officer,personally G G appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing ; F instrument for the purpose therein contained,by signing the name of the corporation by himself as such officer. R IN WITNESS WHEREOF, I have hereunto set my hand and official seal. G ^ +C Vjf�4r:y4iC�C�C:C�4f;e.4:7aifijC�C'f + • // l 9 U B. THOMAS ,t G NOTARY PUBLIC �� S TEAL SOUTH DAKOTA s .c {Notary PubliepSouth Dakota ' My Commission Expires 6-2-2003 % Western Surety Company G Form 849-A—3.96 1-605-336-0850• w F ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) ; STATE OF . 6 F ss tl County of n , F U F U On this day of ,before me personally appeared F U e: i tl F tl F tl F 1 F J F u known to me to be the individual_ described in and who executed the foregoing instrument and F tl Facknowledged to me that_he_executed the same. n tl My commission expires Notary Public ,. 'ACKNOWLEDGMENT OF PRINCIPAL k (Corporate Officer), Y STATE OF ' ss ' 'County of ti On this day of ,before me, �-- personally appeared , who acknowledged himself to be the of ;a:corporation, ti. and that he as such officer being authorized so to do, executed.the foregoing instrument% for the pur- �' poses therein contaied by signing the name of the:corporation by himself as such officer. My commission expires 14, `r =a Notary Public \ n G n n 4-a n r n F O Ay N n u Z Z Z ; F D t� n d 0- n DO cd ZJ n , lDO F r Dy O H L- in - O - TOWN OF BARNSTABLE BUILDING PERMIT-APPLICATION• Map Parcel y-L L ETA- �—� Permit# Health Division: 4 2-w Date Issued L7 F' -. 9 9 Conservation Division i Fee fed Tax Collssc ' Treasttr - OG'� ,j C� �YST:riq�p �LL�p 96�d PLIJV Planning Dept.. • �`2'�-I g a LE Pa C � a. Date Definitive Ian Ap roved by Planning Board h �''`'`� yr q ,, °�' coHistoric-OKH Preservation/Hyannis 'Project Street Addres ,Z_(d < 12T 1� ��G ( (Z 1n .Village cov �J Owner M i C.Q x x. T-&tIA vQ Address,- �' `3 Kok Telephone 2 R c13 S G�1tX�lC,� Permit Request co. _ 2 v JZ. C e k v 2 a,-t 13!'� J. v U J Jmm Square feet: 1st floor: existing proposed 2nd floor: existing propos d �t 1ew����� Estimated Project Cost Zoning District Flood Plain A-1 Groundwater Overlay Construction Type TT u Lot Size f Grandfathered: WYes . ❑No` If yes, attach supporting documentation. Dwelling Type: Single Family ff-" Two Family ❑ Multi-Family(#units) Age of Existing Structure 90 fi Historic House: ❑Yes No On Old King's Highway: ❑Yes ?§No Basement Type: ❑Full /11 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 6J A- 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: U Gas ❑Oil ❑Electric, ❑Other Central Air: ❑Yes Cl No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑•Appeal# Recorded❑ Commercial ❑Yes ❑No -If yes,site plan review# Current Use Proposed Use y . BUILDER INFORMATION Name -Telephone Number �{o Address3 - Qu 3 Ct,,,_ License# 5 6,7 ;�`7 Home Improvemento.S �`2� � Contractor# . . ) � Worker's Compensation# L CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO gin.S G /' c�' C�2 f�2 ,e• -, SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT,NO. DATE ISSUED, MAP/PARCEL NO. ..x'+ i ...•%;.:s + .1, � � 1 ' 't ^�= ' 'i ADDRESS' ' VILLAGE F. • OWNER,- DATE OF INSPECTION: FOUNDATION ._ .3 �:, i, , .i• _� :. ., _ �� . - .` ,_`, ` • FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL ' " ' ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING. DATE CLOSED OUT ASSOCIATION PLAN NO. • u Commonwealth Electric Company ` 2421 Cranberry Highway Comflectric Wareham, Massachusetts 02571 Telephone(508)291-0950 June 8, 1999 • To Whom It May Concern: Please be advised that our Engineering Department confirmed on June 8, 1999 that there is no electrical service to 26 Short Beach Road, in Centerville, MA. ! ! Sincerely, 1 V Karen Corriveau ''•r ;; Hyannis District Office ! i 1 t +1 'a j l (:527 r 1 ' ' P'iH'•r'-�'F-1'�9_ COL GAS MARKETING �' ' F.01 Cape Cod Drvirion COLON L 12'ni!etPath f t ' AI P A It r South Yarmouth•ILIA 0260 G A 8 C 0 P � 1 Fax 5088-3Al-2564, I t 1 � I r { May28, 1999 i I 1 I Nfike Sullivan, 333 Quaker Meetinghouse Road B. Sandwich, MA 02537 fax.508-833-8893 re- 20 Short Beach Road Centerville, MA To Whom It May Concern: '' . This letter is to confirm that the natural gas service to the above referenced property has been cut and capped at the main. This work was completed by us on November 6, 1995. if you have any questions, I can be contacted at the number listed above, extension 7503. Sincerely, t r, f , Ei r a Bonnie Figueroa Distribution Department' f k 'r�l � . • I Original Signed 05/28/1999 l { r jj A 4t P �: . The Town of Barnstable • uaxsruu,� • 9� 'M Department of Health Safety and Environmental Services Eo , Building Division 367 Main Street,Hyannis MA 02601 i Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL- c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement,-removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements.. Type of Work: c,Est.Cost : 00 Address of Work: A c-- 4 Owner's Name > Date of Permit Application: v I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby appl for a permit as the agent of the owner: �__om �"C' A/7v '1 70S Date Contractor ame Registration No. OR Date Owner's Name The Commonwealth of Massachusetts Department of Industrial Accidents �� = Office ol/aresti�atioos 600 Washington Street Boston,Mass. 02111 t Workers' Com ensation Insurance Affidavit i name: �. _ ✓ v(j../J ,�f location d�'�" CitV hone# Q? ❑ a homeowner performing all work ,�I am a sole rietor and have no one working in ❑ I am an employer pmvldulg workers' compensation for my employees working on this job. ::::::: tOmD Y •.•S S:`'i2'.2?' >2i'iyi'i "ti'iy??? i% '_ - ci kone'': insnra }olw " I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices.• comniv aura ::::>:<>:::<:::;:>::::.>::;::>:; ;:>::>:::::::::>;:;:<:<:;:»n <:=::;::<::. ::{:. 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'1.ii riv::�:ij:2:: .......e...?:nni n:{:;isi};:;i::M tn:+!i nnnnFt::n?nnn:<n:!inn:?n::v?:{iC'n.. .-nn:•nn:4nn: ': -....�.�::.�:::::::::.�:....... :v i::•:::v::::::::::::......v::•.v..::::..::•::•::::v::::v::::v::::::::::::.:.::::: :.....:... ?;:?i;Tn n';iii:fi:;ii:ii?it;:: adsir ...:., ;!:::};:f?{v::in;:.................................... j;i sti.....:......:::::.....:}:n: .::::.:::::............................................................................................. ...................................................... ...................................................:.v:.v::::nv::::::.;;:}....�....:.........;:.............:. ...:v........:.. .v:::::•}}::•i:•}:•{-{•}: {{•}:•}}:•i:{ti•}:•}:S•}i::::.......... {:::i^`i:•iii::}%:•yiiiiiiiii:•:;:$•i}J ::...,:: .... . . .. . lien :.;:.}:•:: ;}:.>: :.;;:{::.:>:;.:�:.::.:�:}:•}:.:;:::>:.>:.;:.;: FaiYure to secure coverage sus regadred under Section 25A of MQ.152 can had to the lmposidon of criminal penaMes of a fine up to S1,800.00 and/or one years'impriswnwat as weR as eivfi penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of estigations of the DIA for coverage verification. I do hereby certify under the sins and p p that the information provided above is true and correct Signature 2 Print name c C-' C� e� (v f phone# C only do not write in this area to be completed by city or town official city n• permit/licwe# :[03H7ff:esUDeparbnent eparhneat` Board immediate response is required s Officeson: PMM#1 UrAnd 05 PJiy Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire,express or implied,oral or written. ; An employer is defined as an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not mare than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit 16 operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any.of its political subdivisions shall enter,iato any_contract for the performance of.public work until acceptable evidence of compliance with the insurance requires of this chapter have been presented to the contracting authority. _ Applicants Please fill in the workers' compensation-affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the-Depattmettt of`Industrial Accidents for comatian of in. coverage:--Also be sure to sign and date the affidavit The affidavit should be to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding,the"law"or if you are required to obtain a workers' censatian policy,Please call the Department at the member listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a,space at the bottom of the affidavit for you to fill out in the event the Office of Investigations bas to contact you regarding the applicant. Please be sure to fill in the pemu#/Iiceose number which will be usod is a reference number. The affidavits may be rctaim- v the Department by mail or FAX unless other anaagements have been The Office of Investigations would lice to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of 1=30gauans 600 Washington Street, Boston,Ma 02111 fax#: (617)727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 Jun-18-99 12 :48 Osterville Water Opt 508 428 3508 P-02 Centerville-Osterville-Marstons Mills Water Department R0,BOX;169. 1138 MAIN STREET OST>FRVILLE,MASSACHUSETTS 02655Sam OFFICE,OF HEATER BOARD OF WATER COMMISSION EKS � � WATER CIIf'FRINTF',NllENI' '1DEPT. TEE.No.50K-4?K-6691 a>OMS� FAX No.508-42K-:1509 J 11I10 18, 1999 Town of Barnstable Building Dept. 367 Main Street Hyannis, MA 02601 Re: Account #1 138 Mr,_Mic-l-ael S., Sullivan ?U Short L3each ltoacl [ e1 erxi.liel, MA Gentlemen: On June 18, 1999 the plater Department disconnected the water service at the water main at the property mentioned above. It is our understanding that the owner plans to deniolish the house, re-build and have a new water service at that time. If you have any questions, please call our office. 'fiery truly yours, J C'ral�; C cker Superintendent C C/,j w Jun-18-99 12 :48 Osterville Water opt 508 428 3508 P.01 Ceriterville-Osterville-LN[arstvns 'Mills Water Department P.C. 13OX 360 - 1138 1t.41y STREFT CSTERVTUL;. NIASSACHUSLTTS 0265.5 C7WATER OWCE 0r BOARD OF W.vfER Cn,�1MISSIO,NE•RSWATER SUPERENTYNDENT TEc..v(,. 508-1!z -669f FAX CO-NI TUNIC:A"TIOtiy MESSAGE FAX No. S09•$:3.3508 D_A7 E. -Xf- yg A r EVE ARC-- SENDINij � �-�G.c:.`.� C'�(=Lt_ I:l`:(i iIII5 i-(��-"Et:. J. ! I R. PLE:+SF c:_:.\LL (5�) ) t_'�;-t;(�91 (1 t- ADO 1-M i:E:(:t:I is I'IIE tii `�[BE1 OF DCi:IL": (E`NTS ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE fflo() square feet X $55/sq. foot= d GARAGE (UNFINISHED) square feet X $25/sq. foot PORCH square feet X $20/sq. foot= 9 k 0 0 DECK Z square feet X $15/sq. foot= d�Q OTHER square feet X $??/sq. foot= Total Estimated Project Cost 12 � 3 For Office Use Only Indusionary A4 f�fordable Housing Fee Residential : Commercial** Property Owner's Name p Y Project Location 2. CC, SQad Project Value J Permit Number �1 "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ 1,2 7(0 'J D IAHFORM 1/3/00 .. c�, ��.�off• c Yit .0 Sd r/C� 4 /�. G O 200 /11 An le IC G � p t is-e-G ..� �G��L _v�r CO�1T/U��l G'�►,...E�,V"t s ��J_ _ _.. "/ i � � , y �/ ,- _ �, •' 4 r .. r �y 1 X � i # � ', ' ,� � � � � "w 4i rA~r �. x /i �. .^ fI - t r ' � `' � � /, T � J r r � t �,• � r �� � i L./ .., i � � r �. � r f ' � i �,r f 4' t r � , x �.� ( !, _ � �� i� ..;'ail • i � r � / r r-� :. ,� S - � ,n� ' 4 +rt � � -.I y � J •1 +I Z i .'+ a- I F U F ® f F P y F y F 9 F 9 F y 6 f F J WesternSurety J / q f f F y tl y f F CONTINUATION CERTIFICATE il il c y P . F y P f F - 9 Western Surety Company hereby continues in force Bond No. 42800636 f F r• - briefly described as Builder Town of Barnstable for MICHAE SULLIVAN DBA AUTHENTCS as Principal, in the sum of$THREE HUNDIED TWENTY AND NO/100 Dollars, for the term beginning June 02 2003 , and ending June 02 2004 , subject to all the covenants and conditions of the original bond referred to above. This continuation is issued upon the express condition that the liability of Western Surety Company under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed the total sum above written. Dated this 06 day of February 2003 3a �#=s�$��, WESTERN URETY COMPANY ®�0�®'N , 0 r F Z el,: Y o ''� Paul T.Bruflat,S or Vice President F F 1p Olt* C� G •�qp'.p. ... L� F 9Fy'i+ .V•F F °4Y8jfiCbti."3kf4'tFF - e e J F f . e F f r y F tl P tl I F THIS"Continuation Certificate"MUST BE FILED WITH THE ABOVE BOND. ; F F F � o Form 90-A-4-2002 F F Do 0/ n Surety. COMDanYvUester POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENT That WESTERN SURETY COMPANY,a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make,constitute and appoint Paul T.Bruflat ._ of Sioux Falls --.- State of South Dakota ,its regularly elected Senior Vice President , as AttornTX;ji5•- t,with full power and authority hereby conferred upon him to sign,execute, acknowledge and deliver for V t>'� and t ety and as its act and deed,all of the following classes of documents to-wit: ertakings that may be desired by contract,or may be given in any action or proceeding in any court of law or e�• = j 'employers against loss or damage caused by the misconduct of their employees;official,bail,and surety and fit�edit ds. Inderr� irpa cases where indemnity may be lawfully given;and with full power and authority to execute consents and v6f�9f� o modify or chanbgevoEextend any bond or document executed for this Company,and to compromise and settle any and all claims or dr?rriids de or stirltjamst said Company. y> Ny further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Comp2hktF�dua :gym $no now in force,to-wit: i3ta:t;eSd Section 7. All bonds,policies,undertakings,Powers of Attorney,or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary,or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company.The corporate , seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 06 day of February z003 —W E,S ePaul -RRET�Y M O -P-A N-YBy 7Assistant Secretary T.Bruflat, nior Vice President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 06 day of FebrLar� , ;nD3 ,before me,a Notary Public,personally appeared Paul T.Bruflat and L. Nelson Senior Vice President who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. ♦yyye�ye�ygyyygyyy�ih�jy�ih�iy�i . - s D. KRELL s 8 8=—SE:A�L- NOTARY PUBLIC S^FJ1L sNotary Public SSOUTH DAKOTAC�s +hyhh�ihhy4yyyhhhhhyyyhyh+ My Commission Expires November 30,2006 ow- Form F1975-4-2002 LWD CWRT MMISTRY COMMONWEALTH OF MASSACHUSETTS . BARNS TABLE,ss SUPERIOR COURT DEPT. Docket No::01-368 GEORGE HARRISON and ) CIN'DY HARRISON ) Plaintiffs ) _ V. ) lvl HAEL SULLIVAN a.k.a. ) MYCHAEL SHAUN SULLIVAN ) d/b/a A[.TTHENTICS ) 'Defendant } } CAPE COD BANX&TRUST ) Tr�stee Defendant ) Tolle Register of Deeds for Barnstable County,Massachusetts,Registry of Deeds: The attachment of zeal estate of Michael Sullivan in said county made on the above. captioned matter commenced in the Barnstable Superior Court,Docket Iv'o.Q1-368 by Attorney David V.bawler for George and Cindy Harrison,Plaintiffs and recorded on October 12,2001 at the Barnstable Registry of Deeds document number$46771 is discharged and you will as make a note to that effect in your records. David .Lavv Atto fo Plaintiffs Deed: 49 ' -COMIV 0NWEALTii OF MASSACHUSIETTs Barnstable.ss May /3 ,2043 Then personally appeared the above-named David V.Lawler,and acknowledged the • foregoing signature to be his frse act and deed,before me,, Notary Public-Merideth Toler My Commission Expires. 10-16-09 INSTABLE REGISTRY OF DEEDS COMMONWEALTH OF MASSACHUSETTS SUPERIOR COURT DEPT. TABLE ss t No.: O 1-368 BARNS , Docket GEORGE HARRISON and ) CINDY HARRISQN )k plaintiffs: ) V. MICHAEL SULLIVAN a.k.a. ) MICHAEL SHAUN SULLIVAN j d/b/a AUTHENTICS Defendant ) • CAPE COD BANK&TRUST ) Trustee Defendant ) STIPULATION OF DISMISSAL the dismissal of al claims including The parties in the above-captioned matter do hereby stipulate to counterclaims. Said dismissal is with prejudice. .. David V Lawler qc4er Welch 336 S th S t Rubin&Rudman,LLP H •s 0 601 v 749 Main Street 508 778-03 Osterville,MA 02655 Attorney f Plaintiffs r g .3 r: 508 428-0221 Attorney for Defendant Dated: . , } PHILBROOK ENGINEERING 107 BEACH STREET Project: SULLIVAN Flood DENNIS, MA 02633 Project No: P98-38 1-508-386-8682 Date: 10 July 2000 GENERAL SPECIFICATIONS: Foundation; House w/Deck 11 Garage P98-38 1.Foundation design IAW the Federal Emergency Management Agency(FEMA) Performance Requirement A; specifically Criterion A.1,A.2,A.3&A.5, the Elevated Residential Structures,FEMA-WMar 1984,and Openings in Foundation Walls, FIA-TB-1/Apr 1993. The foundation system in conjunc- tion w/applicable remaining Performance Requirements will provide the following Building Space Classifications: Space above BFE: W1 without Human Intervention Space below BFE: W4 flooded Storage Level This provides an overall Building Classification of: FP3 The deck is also above the B.F.E.and is anchored to the house frame and foundation piers IAW FIA-TB-5/Apr 1993 guidelines. 2. Based upon architectural drawings by Authentics,Mike Sullivan,dtd thru 5 September 1999 and the Site Plan prepared by Yankee Survey Consultants did 19 January 1999,the following elevations are stated: a. Elevation to lowest floor(1st Floor)from M.S.L.=11.0 ft b. Elevation to floodproofing(1st Floor)from M.S.L.= 11.0 ft c. BFE taken to be 11.0 It above M.S.L.(Flood Zone A10)found on Town of Barnstable FIRM 260001-0OO8C revised 19 AUG 1986 Note-Covered Patio&Garage Floor Elevations to be at 8.1 ft 3. Based on surrounding topography(lack of a BFE"dry side")a continuity of occupancy is not recommended. 4. Design Criteria: Construction Type-5B"Unprotected"Platform Wood Framing Loads-Roof: Snow Load,Zone 1,m<=7/12 25 Ib/sq ft Wind Load, FEMA/ASCE 7-95 23 ib/sq ft -Floors: 1st Floor 40 Ib/sq ft 2nd Floor 30 Ib/sq ft Decks&Porch 60 lb/sq ft 5. No enclosed crawl spaces therefore no window/screen units needed. 6.internal level flooding and draining with breakaway panels in Storage spaces. d Panels to be 2'0"wide x 2'0"tail. Release pressure not to exceed 101b/sq ft. Control grade along side so as to not exceed 8.1 ft at all openings. Provide wood louvred openings in garage doors and beneath entry platfrom. 7. No design is provided for Extreme Impact Loads. 8.No design for electrical or mechanical systems is provided other than these general guidelines: a.All utilities must be located at or above BFE=11.0 fL b.Ail-below B.F.E.'circuits are to be GFI protected. TECHNICAL SPECIFICATIONS: Concrete Foundation 1. Re-Bar-Grade 60 ASTM A615,clean and free from heavy rust P98-38 -Minimum bar lap distance: 22"for#4 bars -Steel Bar layouts&coverages as shown 2.Concrete-Mat Footing-Minimum f c=3,500 PSI. -Concrete Wails-Minimum Pc=3,600 PSI -Maximum aggregate size 1/2";Type IA 6-7%air entrainment -Strip Mat&Walls no sooner than 36 firs -No formed in place concrete construction allowed. No concrete shall be placed in water. See Foundation Plan. 3. Foundation Tie-Clowns-5/8"x 12"Anchor Bolls,spaced as shown. -Framing Anchors-SIMPSON Mfg.,fasten IAW instructions. -Sheathing to start from bottom sills and extend upward, providing a continuous tie across all box construction. 4. Deck Post Tie-downs-Pier Anchors to be Simpson PBs hot-dip galvanized 5. Foundation design assumes soil is a medium stiff organic slit Should substantially different in-situ material be encountered a more detailed analysis will be required. Design Allowable Bearing=750 lb/sq ft This is before depth increase allowances and application of a 1.5 factor of safety against settling,sliding and floatation due to flooding action. ...- r _,,,-„� . y E �� { ..� F _,_.�,__--_______.__�_.,...T . LIVL`TG SPACEJC(000 square feet X$55/sq. foot= d / GARAGE (UNFINISHED.) square feet X$25/sq. foot= (oO So PORCH square uare feet X$20/sq. foot= / DECK �2, square feet X$15/sq. foot OTHER square feet X$??/sq. foot= Total Estimated Project Cost 1 2,74-y6 3 For Office Use Only Indusionary Affordable Housing Fee XResidential F1 Commercial" wner's Name Property O Project Location 6PKr- pw Project Value ` ✓ Permit Number L U **Existing Sq. Ft. **Proposed New Sq. Ft. Fee r MICHAEL SULLIVAN = 508-833-8893 114 IAHFa 333 QUAKER MEETING HOUSE RD' EAST SANDWICH, MA 02537 1 53-7107/2113 PayToThe Order Of LO A) $' i/X76 r3 ~ 411ars Y. Cape a r Cod " P.O.BOX 10 ORLEANS,MA 02653 x a 1: 2 113 7 10 78i: 88 80609 280 0 1 14 26'Short Beach Road Centerville Sullidan';Residence _ -Room'Description Size Sq. Ft. Ground Level Utility , 16' x 8' 1 128 ° t Storage ' •8' x 8' r 64 Entry%Staircase ` ' " 10' x-10' 100 ',,Finished-Garage 11':x 22' .242 Elevated First No& _ Staitcase/HaU 10' x 10' 100 W Kitchen 42',x20°' 240 i iviang Room 12' x 20' 240 Dining" 24' .42 Bedroom ;10' x 1 130 T ! - - .. Bat' 8 x 11 8' Elevated Second)Moor' _:Bedroom 20'.x 24' ' 480 'Bath 8',x 137' :'104 Closet $"x 11'.. 88 Staircase/Hall. 10' 100 Total Heated Sq: Ft 2296 Outside Living"Area Deck' 9' x 10' 90 'Balcony 3',x 14'- 42 3, x 18.' 54. 3 x8' 1 24 24' 120 w G Covered Patio' 20.' x 24' 480 > Roof Deck 22' .242,J Total'Unheated Sq:Ft. 1052 - Overall Sq. Ft. . 3348 Specifications Sheet for Short Beach Property Siding, White Cedar',Shingles T = Roof Red Cedar Shingles/Rubberized. d.!ek 1 14VV e reate Foundation Poured_ .Concrete =Reinforced Crawl Space Gaiagelimshed:.. Windows; Andersen CasenientslArcli Top Fixed' Doors :; Andersen Sliders/,Casement Interior;Doors Wood v Staircase 3-Flights 1/2,Round Interior Trim Wood Painted. 2u11 Baths 1 Laundry Room- 'I Utility Deck 9 x 10, 90 sq. ' Balcony 3`'.x.14' -42 sq: ft. 5' x X, 120`.sq ft: Y.x.18' S4 q, ft 3'x 18' 24 aq: ft. Covered Patio' 20' x 24' '480 sq ;ft. Roof Deck 1,1' x 22' 242-'sq ff.- ; ' AGRIBALANCE JOG. Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Keith Dacey Installation Date 07/20/2019 26 Short Beach Road, •GE018379 Jobsite Address Centerville A-Side Lot# s Permit Number B-Side Lot #'s P12455502919 31 e e ® � • �.�. �.�. a .., JL � r� •® 0 ®' . , , u, 9" R-40 250 square feet Roof Line 5.5 R-24 220 Square feet Walls Exterior Sherwin Williams Vapor Barrier Paint Roof Line Ceiling&Walls 17 mils wet/23 mils dry wwwMemilec.com cS I 1 t��'-. . � � I � I. . A : , I . I t . . � I . . I : ; . i-� '. I . . . I � I � ! ; I i i ; . . I � 1 ! j ! ! . 1 , I I ; � . I I t . � p 4 I . ; ;; . . I . I . . . . ! ' 1 , � ! ! ; j -,--"' -------" I � . - T 1_ .i.. -._-,...I I I : , ; �. ; ; I � - ; . I .-, __-.f I . ; I I , - : 5 t . � .. .I"-.;-..'_...........'.!� '..'..___..'..__....P...._+ -.;-.... _'_'____-.__ - - _---------- -� ..�!--.�-..�--...-..�.."-.-.;;��..-.; - I..._!_1 .1-1-1-�... -___i____;. _', I I I- _-.I'.---______'_____J.'..'.i....''!,.. _. ; , , ; i .. . 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PREPARED FOR Cos, ON sED 1.3 �x� �\ pVNDATj NG r� � }�Ropoo 1 RICHARD TOPPIN F T � � pR POSED J)TPRIN � - STD / , \ DA TF MA Y 7, 1998 (PRG YE F \ ' ' \ REVISED DATE'• OCTOB R 2 E 8, 1998 HSE = IN 5A 8• ' \ REVISED DA TE'• DECEMBER 24, 1998 2 \ REVISED DATE- JANUARY 19, 1999 O 7 , .2' 4' op0 DSTAIY--- ; _ � ' ACCORDING TO FEMA PANEL _ LOT 21 � � - � _ , ,l 12G A ., 3 . 250001 0008 C DATED A UG UST 19, 1985 w LAND L 8 ALL OF LOT 20 IS IN „ Q ,-' �� ' // , , , - FLOOD ZONE A 10 ELEV. 11 8 EMTING EFMAUNOUS �• R % CONCRETE DRIVEWAY ' M BE REMOVED AND AND DISPOSED OF AND i� REPLACED WFFH GRO UND WA TER PROTECTION ELECTRIC �T CLAM SHELLS "A BOX - �'ME 0 AD 0 VERLA Y DISTRICT AP _ pA� R EMSTING TAKEN F SEPTIC SYSTEM AS � jNo US nER M THE TIE SHEET BIT ACf' I Y PRO VIDED BY THE TO WN O ' 'F , ' of f ASSESSORS MAP 413 BARNSTABLE BOARD OF HEALTH EDGE � Q-O , - E T V A PLAN REF � f4oF-pQ1 L. C. 9288 GRAPHIC SCALE YANKEE SURVEY CONSULTANTS UNIT 1, 40 INDUSTRY ROAD 10 5 10 20 40 BENCH MARK P. O. BOX 265 RM18 ELEV. (N.. G. VD.) = 7.19' MARSTONS MILLS, MASS. 02648 CHISLED SQUARE ON EAST END OF CONCRETF, TEL• 428-0055 FAX 420-5553 i inchIN O ft.FEET ) CURB AT JUNCTION OF CRAIG VILLE BEACH ROAD AND LONG BEACH ROAD. JOB h#50219A DPG