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N.rs U2,620' ! nort_W1de1@cornCntnet 16 2020 JUL 4 TABLE TOWN OF BARNS June 22, 2020 Town of Barnstable " Building Department 200 Main Street Hyannis, MA 02601 Attn: Building Inspector Re: Completion of Construction ' 879 Craigville Beach Road Centerville, MA e To Whom it May.Concern: ' I observed construction of the above noted residential project(see attached photos). It appears to have been execute accordance with our stamped plans and specifications dated 1/18/19. Respec y bmitted, o ri 4 Gordon Clark `. ' Northside Design Associates i y s i -�� s .. �� 1.��; }fit ,�� � �• >�4 � � ��� s P� � v s E¢ fff i } s _ 1n ti r _,...._,. �, �-.�,- .ate •'� _ 1 2V - '� ,i ar vRvil th k F r J r 1' "F4 -_ f r ti G, tel.(508)362-4541 939 main street rt 6a 4� " fax(508)362-9880 Yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,RE.,P.LS. surveys Arne H.Ojala,RE.,.P.L.S. June 22,2020 Daniel E.Gonsalves,RE.,S.E structural design Craig J.Ferrari,E.LT.,S.E. Brian Florence - Town of Barnstable Building Commissioner site planning 200 Main Street Hyannis,MA 02601 sewage system designs RE: #879 Craigville Beach Road Centerville,MA inspections Building Height Certification: permits Dear Mr. Florence.- This memo is to inform your office that I have reviewed the site conditions at#879 Craigville Beach Road Centerville,MA. The ridge elevation of this structure was found to be 37.4'NAVD88 and the average grade around the structure is 9.3' NAVD88.,Therefore the building height is 28.1'. ` Per the Town of Barnstable Zoning code section 240-131.5 (B) footnote 2`Buildings in the floodplain that existed prior to November 6,2009,may be elevated two feet above BFE or as i required by the applicable law,provided that the building complied with building height regulations at the time of its construction." , Per the town assessor's the structure was built in 1965 and the 1.5'story structure complied with building height regulations at the time of construction. This structure was elevated such that the lowest structural member is now 2' above the BFE per the Massachusetts amendments to the building code.for structures within a Velocity flood zone. Therefore this structure complies with building height requirements. ; If you have any questions;please do not hesitate to call me. ' Very truly yours;, `SH OF M,y SSgcyG ` _ DANIELA. s Daniel A. Ojala, PE, PLS o O CI V ILL �^ Down Cape Engineering, Inc, q No.46502 S T SSrONAI ENG NORTISIDE •_ DESIGN ; . ASSOCIATES June 22,2020 , Town of Barnstable Building Department k x., 200 Main Street " Hyannis, MA 02601 :r 6 Attn: Building Inspector .. ..- �" 4 � Re: Completion of Construction 879 Craigville Beach Road w Y Centerville,MA tY_p �` • a *r• a $y µ as,a 'f el-- -' . .;. E Y To Whom it May Concern: observed construction of the above noted residential project(see attached photos). It.appears to have p. been.exec.Uteon accordarice:with our stamped plans and speciltcatons dated'1/18/19. ' Respec rvs.ub mitted, &y» E r d n a r Gordon Clark. Northside Design Associates r . t y •�"' Fes..N „� r . y d �,. ?' .x �. .fit •�" �., � � r.,a�� _ �n �Ra• �'.r•F��i + � '.J �'�, �lea`{k� ,•''.r�'+" rat'';�'��y^,�`��j,- '�� � 4_ \"` t�''�' .� >:,_�. r' ' �':. .. 1 r.� / �,dt� pYw ! '� �,>p•:`. e. 'V 4e"" 5' `p a� •.; �� f r� � � � }�•b'M`���L�$A- �-' � � �'b - { -'4'St � e `r'R♦ �y'. -5 3 A� 3 4 IA- Y i�• �I y'"#'��'' � e. �r.�ao �"3v 4.r. -�' a''x {,�.,r s, �. • ary'� - } t`FT77q• tom+ ,fir' e y Af --- I W , zfl i -` a,+�'�Ay' Y,�. � F y „y""F Cq' �,�, .:.:� �..ryw�'e�"..-.. r � •-•2. p ~' � �Fti , ' � A �,� � � � ^s tom"" i.k' t ,.,,,_..._x"�,�" .�•R �.�. •�'? Aw it 51 91 Lj y HOME [ENERGY RAVERS LLC B U I L D ING PERFORMANCE TESTING ° Air Leakage Report 879 Craigville Beach Road Test Mode ' Centerville Depressurization 06/09/2020 Test Pressure 50.0 Pascals Will Everitt Test Equipment 2015 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge 568 2.39 Conditioned Volume _ r 14260 t This project'meets the criteria for the following: 2009 International Energy Conservation Code e 2012 International Energy Conservation Code 2015 International Energy Conservation Code . 180 State Rd Suite 21.1, Sagamore Beach, MA 02562.508-833-3100•energycodehelp.com•info@energycodehelp.com powered by90convos www.gocanvas.com 264F2F53-42304684-9BB1-CE191 E327ECB Y 0o HOME ENERGY RATERS. LLC BUILDING PERFORMANCE TESTING Ventilation Report Ventilation Tests Fan Location Fan CFM Fan Timer Run Time Fan CFM_ Master Bathroom 65 2nd Floor Bathroom 52 C—P[Waeopdon.,: Farow these Blew m aem,rtnrro aamoaal�e for me ran Atmew. 11 DelertMne the a0m area 0f the mntlivane0 space o1 Na 11onre=(� 2) netemene nem0ae of OeOrsorns.Q6.p 3) ktsert ft.—b.e•em Imneea OW— Fan airnma(CF114 a 0.01Aeea 0.6(Newt) : _ • . Fan Akflow for Homes with Average Air Leakage Floor Area(ft2( No.Of Bedrooms 0-2 2-3 4-5 6.7 >7 t _ <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 - 3001-4500 60 75 90 305 120 4501.6000 75 90 1. 120 135 6001-7500 90 105 120 135 150 r • F >7500 105 120 135 150 165 - Fan akflow Is CFM. - r " 1 ' t 180 State Rd Suite 2U, Sagamore Beach, MA 02562.508-833-3100•energycodehelp.com•info@energycodehelp.com powered bygocanvas www.gocanvas.com 264F2F53-4230-4684-9BB1-CE191 E327ECB E . HOME ENERGY RATERS LL C B U I LDING PE RFO RMANC E TESTING All testing results recorded in this report have been verified by: e Chris Mazzola RTIN#- 8873503 ICC - 8344213 z All testing was conducted in compliance with RESNET standards and protocols, the 780 CMR 51 Massachusetts Base Code, Stretch Code requirements and ASHRAE 62.2. In low infiltration homes, ventilation systems are vital to indoor air quality. Each newly constructed. home must meet the 2013 ASHRAE 62.2 minimum ventilation specifications. Ventilation testing completed measures and ensures a healthy natural air exchange in the home. The fans installed in this home do not meet ASHRAE specifications and would require a programmable timer control to operate the fan independent of the on/off switch. Relative humidity levels in the home can have negative effects of the indoor quality. Testing contained in this report only verifies Fan Flow Rate, it is the Licensed CSL's Responsibility to ensure.the required systems are installed. 180.State Rd Suite 2U, Sagamore Beach, MA 02562.508-833-3100•energycodehelp.com•info@energycodehelp.com powered by 90canvas www.gocanvas.com 264F2F53-4239-4684-9BB 1-CE 191 E327ECB . s U.S. DEPARTMENT OF HOMELAND SECURITY . I U OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2022 National Flood Insurance Program — ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: 879 Craigville Beach LLC A2. Building Street Address(including Apt.,Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 879 Craigville Beach Road City State ZIP Code Centerville Massachusetts 02632 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Map 225 Parcel 30 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat. 41°38'10.16" Long. 70°207.78" Horizontal Datum: ❑ NAD 1927. NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 840.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 0.00 sq ft. b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No r SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number. B2.County Name B3. State Barnstable 250001 Barnstable Massachusetts B4.Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 25001C0564J J 07-16-2014 . 07-16-2014 VE EL 15 B10. Indicate the'source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS`Profile FIRM ❑ Community Determined ❑ Other/Source: B11.+indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation•Date: - ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-000.8 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 879 Craigville Beach Road ' City State ZIP Code Company NAIC Number Centerville Massachusetts 02632 SECTION..0—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑x Building Under Construction"' ❑Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,VI—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. . ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 9.8 x❑ feet ❑ meters b) Top of the next higher floor 19.3 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 17.1 ❑x feet ❑meters d) Attached garage(top of slab) N/A x❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 17.3 x❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8.2 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 9.6 ❑x feet ❑ meters. h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑g,2 feet meters structural support - ❑ SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number Daniel A.Ojala 40980 ' �jHOFMAq Title �ya`� Spey Prof.Civil Engineer, Prof. Land Surveyor AN[ GNa Company Name �QJALA Down.Cape Engineering Inc. A o Address 939 Main Street + o� ., SURD City State ZIP Code Yarmout port Massachusetts 02675 Signature Date Telephone Ext. �p./7;ko 1(508)362-4541 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) 'Vertical datum is NAVD88 from MTS RTK GPS.Enclosure space is also utilized as garage. Lowest elevation of utilities is air conditioning units located outside at elevation 17.3 All other utilities to be located at or above the first floor at elevation 19.3 co inG('e-i-,-- p°, 10('eP%kC_c.w(A-/ ekl-l -kS P-4r c��stiS� ���1f► - FEMA Form 086-0-33(121119) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 879 Craigville Beach Road City State ZIP Code Company NAIC Number Centerville Massachusetts 02632 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1-E4, use natural grade,if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). u a) Top of bottom floor(including basement, crawlspace,or enclosure) is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, + crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [:]feet ❑meters ❑above or ❑below the'HAG. E5. Zone AO only: If no flcod depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name t Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments'. FEMA Form 086-0-33(12/19) - Replaces all previous editions. ',Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 879 Craigville Beach Road City State ZIP Code Company NAIC Number Centerville Massachusetts 02632 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8.• Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: " ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone t Signature Date Comments(including type of equipment and location,per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 879 Craigville Beach Road City State ZIP Code Company NAIL Number Centerville Massachusetts 02632 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and'Rear View'; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. s •� S��`, �'§1R rta A ti k sae k - Photo One Photo One Caption Front View Clear Photo One.r i It dl i k n11I88 Photo Two Photo Two Caption Rear View Clear Photo Two R FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS oMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street.Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 879 Craigville Beach Road City State :ZIP Code Company NAIC Number Centerville Massachusetts 02632 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 3 k - Photo Three Photo Three Caption Left Side Clear FhotoTtiree pay .•P� •s f x` r y Photo Four Photo Four Caption Right Side ! Clear Photo'Fotir'; FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 ' DesmueD to renA-9]>PD y.�•.��� ...�p�.tid �.���`� GENERAL NOTES _ [DfM1ON AHD Flw S-W fRn Q lILL 7 l ` 1.nLL IXTERIOR VALLB PUIt • • C•DTRUCTION P[O.nPD2XTawIIN TIC BE be®1POC.UNUS9 ' DPWfICFD IwDTOW iXLDULtl IRGr � e� On1ERNiSE NOTED. • - - TADLn w-b.A-11 ftlM-69, n fw o 2 ALLW o'NuLIL614>ll BE at®w10'O oC UNLES9 - � oTXERN15EnTEO, a�n.nnn Lx DLOGUNG P Tco>PAX >.CONTRACTOR BALL VERIFY . ALL WWDQ4R000X OPIXWGS ' PRwa ro aROERINa 9wlwL.a. _0NTRAOTOR 61W1 vEnR-r ALL IMd9Nk15 PRIOR TO • eoXsdumLw.coNTaAcra+ A9SINF9 REOONS®4RY TOR MrMSMS O 8RORRECT L•P.T.AL—II iT'- TO�OIJ'll@LLR�b.� _ OINdSIONS NOt BROUCJiT TO P.T.PAMLLM DRDPPLO ' . D�TYPNY TNEAITFNTION OF TXE • DE9IGNEA. ' a.P.T.NAILDI DTDP Cff.SNUTMING 'P.ATC P[PIMN[MLT AT DRF K.W�T IMLL w.l'Td[D TO D[M ' 1 FLOOR HEIGHT 911 4 • Uql DaU%AwAY PAN4 DOLTOlO!yLM IT,P' --+*lIIII - - II' -•PEPR.O NIICDdL D4LOPG IUN4 . 1 bObL.A.PT.TO.[DMrNuLD[>D:T0 P.T. MwA IDNL ADDI uOCAT OTOVM1.&AOMLD-]TUOl ALLID �- .`(\/•./%� IC&DLrNN.[CA9.TT[W nlTN.t0-1:9O'IDD.DC RI YW NRoMANOE XESR DSEMDERvY9PIm:0ASEAw RE nSXRSEM r R O FJEO%IMNTNOE TWLTP YOPLEA W/ REPRODUCM GMOR OBTANSOOEB"E _SW A dYdREV1910N DATE AXO ePCANAI+AT.ULL I' PBtNISIdI MD WNSEMOF u.ic•mane PeR Nands�oEszN A.ssccwrEs. �sneA BUILDER: a a w e e.uv.NaeO CONTNUC dT. , XCCDLD • - 1 7 DIIIwTNWO PwST a. X• P.T.9tLCPCa 1 MILy'nPOR fTMD[it BaCA%A.uT LULL TO 1 PFRR41[XT t41L[R fPLWw1[NTtDT DLwO s NIr1gUT ATTALNNS . a .iNA T.I ,wn T u -m.—ill I aJ DESt6NER: NORTHSIDE rw or aLAe - — — — — •-«' ccNc sue a+ _ ® DESIGN ASSOCIATES PCrwrspCR I I 1 —I I—I convene�° - b am]sm.•wR.INr x� ODROPfeDOdn.tl _ ___ Y,9rwwteb O ntl AT 6•ac Y.- W •Puin oo+LLs To Toorwc PunC> STRUCTURAL ENGINEER: TAYLOR aI DESIGN LLC -�•mn A. .srwweDa "`°ydD^u STANK BREAKAWAY WALL DETAIL - „� ^p�• A w'"` - A SCALE:1• 1'-0' - --- - w>•Il - L 3 - • ,> J4 PROJECT! '• - A>r-o'.vaa-o• PROPOSED W - fmrine w - eAo+ POTI A _ wv.u•..e. e w.co L t TmrA RESIDENCE ' PRMD[I urea 92• >•"� M CRAIGVILLE BEACH RD. TYPE•%•fIRLTODL Gr8 - CENTERVILLE,MA. •. • CNlRiC WINO[.GOLING J • DRAgL{.I—L[SD -, eTQL Y.•Pum '-01]'4d'-O•D •nii.PLTW.OTdDLO TO P.T.nuLLR RDM/Da[INC 4Lv. - fOOfING w}.]CACX I.9, ACd CORnLR DOD.b! PLwT[PeID1AN[NTLY 141W'lONCRLr[PCR R ai W 2' Yf P.T.D4.[GgNG. PLn.D AOTdCD TO Pld - TIiN,l•O••CR,TTPLAL v I'-o NOT TO BL FAaTplCO TO W Nb v[RTna.,>• _ TancaerL PLa _ - w cLua TO.]nLD, • Paonoe ewv . w.v.•m o.e. T7TLE: r. TTP1` BUILDING vo .wpE1HD r wu.L r.'Dui srAlwcs9 • recL..nw`a T, DETAILS •�. >; SCALE:W P T-0• MF n5,N4.Kd CORnLR DDD: 1 1 0 6 Dn sr%•v.r.Dlaxuw p a.v.r.DTUDD t+ T�11 NULeR P-.• PROJECTS; SHEET /BTTL 17.11 \ BRACKET DETAIL � CONCRETE PIER DETAIL A.6 CORNER BOARD DETAIL SCALE:1••1•-O• B SCAL.;I-A '•O•. DATE: OF FOR CONSTRUCTION "D 9 9 MAP INSTALLED BUILDhNG PRODUCTS OF SAGAMORE PO BOX 1309 SAGAMORE`BEACN, MA. 02562 I N SU LATI ON..CERTIEIC .TION-PER IECC 303.1.:1- wilt.. ry cl".Axlf JOB.SITE <4?79' Qeg t. Vtl(o J?ft G€�Urc(Z�pl��� IVIA. BATT INSULATION_ ;Exterior walls: type r5. / Yp /}ss fUlanufacturer: oZ.+ , _ Ca2/40�__R-Value:., Interior wa ls/Stairwelh Manufacturer: rl6u wc" C svWt R-Value: Baserrsent Ceiling: 1'h .G��3 s _ Manufactures: awe.. �?-N Type: v �. R-Value 43 6, F} { i7v -&f7 U344.14 Type:C-4v,sv� C*y.+- � Manuf6au r., e U'1 SlLTp2Lt'Eet�4fig,5: ��'T1Lt Type: ts ' desakrkJl%lanufactu►erfrv ,LA R-Value: . BLOWN INSULATION:(FI'BERGLASS OR CELLt7LOSE) Exferi'or vaalis;: Type. _- - Manufacturer. R-Value:. -Settled Thickness:_____. Settled R-Value Installed density: _ Coverage Area' Number of Bags:_ Flat Ceilings: Type: Manufacturer R=Value: Settled Thickness: Settled,R-Value: Installed density: Coverage.Area: �- . .._. NUmber of.Bags: Sloped Ceilings TYp?=_ - Manufacturers R Value: Settled Thickness:.. Settled R-Value: _...Installed density: Coverage Area. ., :... _Nurn r of Bags: Installed By; ate: /zr For MAP Installed Building Produtts of Sagamore CRA/G V� CAE eEA EXISTING S� , Cy '40A0 CONCRETE S2.9j�58"f PILLARS o (TYP) EXISTING CONCRETE GRADE BEAM / SLAB ELEV. 9.4f / 2 N COASTAL DUNE / - / MAP 225 / PARCEL 30 / f3 0.25 AC. / p �, pEP1 / �• gp,tDING M / �N NANTUCKET SOUND / �AN 1'1 2020 RNS�pgLE / OF BA FOUNDATION PLOT PLAN DCE #157321 LOCATION #879 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA . . SCALE ,: 1 = 30' DATE : 1-17-2020 PREPARED FOR: REFERENCE MAP 225 PARCEL 30 DB 29473 PG 330 "o�� DANIEL yG HEREBY CERTIFY THAT THE STRUCTURE it o A• SHOWN ON THIS PLAN IS LOCATED 'ON THE OJALA GROUND AS SHOWN HEREON. No.40980 —32-041 off$OB6 Q fax 508-362-9880 I downcape.com ® qN l� -down cape endineerind,inc, t t civil engineers _ 2�0 (✓ land surveyors: 939 Maln Street (Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR ' " . Town of BarnstableBuildin ... �. iPost This`Card So That it is Visible From the Street Approved Plans Must be;Retained on Job an,d this Card Must beYKept MAKSL Posted`Until Final Inspection Has Been Made. �y. j f6�q. ♦� 1 HH Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-2129 Applicant Name: WILLIAM T. EVERITT Approvals Date Issued: 09/23/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/23/2020 Foundation: Location: 879 CRAIGVILLE BEACH ROAD,CENTERVILLE Map/Lot225-030 Zoning District: CBDCB Sheathing: Owner on Record: 879 CRAIGVILLE BEACH LLC Contractor Name: WILLIAM T. EVERITT Framing: 1 Address: 2 HONEY LOCUST LANE Contractor License: 179992 2 SANDWICH, MA 02563 _ .. Est. Project Cost: $240,000.00 Chimney: Description: Raise existing 2800 house and install 15 concrete pilings to raise Permit Fee: $ 1,274.00 house above flood zone. Remodel existing house with new; Insulation: rlpo �T� Fee Paid:; S 1,274.00 windows,siding,roof, kitchen,flooring, baths�and 12x28 pressure Final: treated deck with stairs. Drive under one car garage , Dater: 9/23/2019 ' � Project Review Req: SPECIAL PERMIT 2019-032. � Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsix months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forpublic inspection for the entire duration of the Final Gas: work until the completion of the same. `` Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this;p rmit. Minimum of Five Call Inspections Required for All Construction Work: # Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma 220 Parcel 30 Application # p 5 pp Health Division Date Issued 2-3�1� Conservation Division ( ® Application Fee Planning Dept. J64 �p Permit Fee - �I Date Definitive Plan Approved by Planning Board �00/, ,R Historic - OKH _ Preservation/ Hyannis Project Street Address 879 C-Rk VILE 8,r4- a 4j:� Village C'iFy'ap yt Ll g* Owner gZR CRki CviLig' 66#6H Address Z ffolil'y lit 4y,6 �Ac$u�i�./KA BZ163 Telephone 508 - T/oQ- 5501 Permit Request RA%sgr CXf51raf-- AS K 30 110050- *Wb .=%Kr�v /5 "AWOM Q4005 17 R_%bAX=+UnK A& GZ x zb Mow ra*sb wi w 67wt&.*bfLNV_ oagg- /CAI . &44Y a-.. Square feet: 1 st floor: existing 940 proposed illft 2nd floor: existing 3?6 proposed Total new Awo Zoning District , srwer Flood Plain VY EZ• /5 Groundwater Overlay Y&IS_ Project Valuatiorf 6K Construction Type W0616 Lot Size M. 00 Grandfathered: ❑Yes 8 No If yes, attach supporting documentation. Dwelling Type: Single Family Cd Two Family ❑ Multi-Family(# units) Age of Existing Structure l9(,05 Historic House: ❑Yes U No On Old King's Highway: ❑Yes ,(No Basement Type: X Full ❑..Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) NONE Basement Unfinished Area (sq.ft) 8y0 Number of Baths: Full: existing Z. new ov,m6 Half: existing No aE new NeA/0' Number of Bedrooms: .2 existing ew Total Room Count (not including baths): existing new 000a' First Floor Room Count .3 Heat Type and Fuel: ❑Gas ❑ Oil Electric ❑ Other Central Air: N(Yes ❑ No Fireplaces: Existing/New -&Ak- Existing wood/coal stove: ❑Yes �kNo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new sizeW shed: ❑ existing ❑ new size _ Other: ARk hz AZO, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )�No If yes, site plan review# Current Use :50J6-X67 F,4NIL y Proposed Use SiA1bL� FA i�y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name W I L LI A44 7-17. EVE► t7-- - Telephone Number Address &x 13kk-b License #- CS b 129 S5 ©2-1:z35 Home Improvement Contractor# Email iL, . C ckt. Worker's Compensation # 42200S216B 03 t ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE l�G ��LELuc DATE - 7— --10 I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone . Massachusetts Checklist for Compliance(780CMR5301.2.1.1)1 Q Check 1:1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................. .................................................110 mph WindExposure Category ................................. .............................................................B 1..2..APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2-stories 5 2 stories RoofPitch .. .......................................................................(Fig 2)........................................... ? 512.12 Mean Roof Height ..............................................................(Fig 2)................................................f�L ft <_33' �— Building Width_ ,W...............................................................(Fig 3)................................................ tB ft 5 80' BuildingLen L (Fig 3)........................... ...... ............ s <_ft 80' BuildinglJW)Aspect Ratio( (Fig 4)...................... ....... 5 3:1 -� Nominal Height of Tallest Opening ..................................:(Fig 4)....................................yybirr 5 6'8° 17 1.3 FRAMING CONNECTIONS .General compliance with framing connections....................(Table 2). .................. ............... .................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................................... �=�� & ........ 4 Concrete Masonry................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing—general.:............................... ........(Table 4)............................................... in. Bolt Spacing from endroint of plate ............................(Fig 5)...... ......... .......... in.:5 6"—12" Bolt Embedment—concrete........................................(Fig 5 .......—in.�:7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.?t 15" Plate Washer...............................................................(Fig 5)........................... Z............Z 3°x 3"x Y4" —tom 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................2 ft 512' ✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting,Loadbearing Walls or Shearwall................(Fig 7)..... ..............................................._,a ft 5 d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).............,......................................Q ft 5 d Floor Bracing at Endwalls................................................!..(Fig 9)...............,.................................................... ✓ _Floor Sheathing Type ......................................:.................(per 780 CMR Chapter 55)........................ ea. � Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... in. ✓ Floor Sheathing Fastening..................................................(Table 2)..._d nails at f� in edge/�.in field ✓ 4.1'-'WALLS Wall Height - Loadbeariiigwalls.................... (Fig 10 and Table 5)........................... ft :5 10' ✓ Non-Loadbearing walls...:.........:....... .......................(Fig 10 and Table 5).............................aft 5 20' Wall Stud Spacing ....... .."..:...:............'*..............(Fig 10 and Table 5)...................Ain.5 24"o.c. � Wall Story Offsets ........................................................(Figs 7&8)........................................... O ft 5 d 4.2 :EXTERIOR WALLS Wood Studs Loadbearing walls.................. (fable 5) - ft in. ✓ Non-Loadbearing walls................................................(Table 5). ............................2xj�- /O ft_in. 1 Gable End Wall Bracing I Full Height Endwall Studs............................................(Fig 10). ................... ., ....7........... ...... .... WSP Attic Floor Length...............................................(Fig 11)...........,.......:..........................Jg Li,ft 2:W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft Z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c.. (Fig 11). ... ........................ ................ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ✓ Double Top Plate F Splice Length ........................................................(Fig 13 and Table 6)....................... $ft Splice Connection(no.of 16d common nails).....:.......(Table 6)..........................................................ltl- r• � AWC Guide to Wood Cotzstruction in Sigh find Areas:110 mph Wind Zone a Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Loa dbearing Wall Connections Lateral no.of 16d common nails ..........(Tables Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)........................................................ I- ✓' Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...................................f ft "'in.511' SillPlate Spans ........................................................(Table 9).................................._ft—in.511, Full Height Studs (no.of studs)...................................(Table 9)...................... ............... 3................. . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft — in.512' Sill Plate Spans:.:........................................................(Table 9).................................. a ft—m.512 FullHeight Studs(no.of studs)....................................(fable 9)........................................I............... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W ��► ✓ Nominal Height of Tallest Opening. ...................................................................... 5 6'8" Sheathing Type.............................................(note 4)...................................................... jW Ed ge Nail Spacing ...... able 10 or note 4 if less ....................... in. �- Field Nail Spacing.........................................(fable 10)..................... .. . in. Shear Connection no.of 16d common nails able 10 .. .f Percent Full-Height Sheathing.......................(Table 10)..............................:................... .26001, 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension:L Nominal Height of Tallest Opening 2.................. ...................................................e s 6'8" ' Sheathin Type............................................. note 4 Ed a Nail Spacing able 11 or note 4 if less in. Field Nail Spacing ........................................(Table 11)............................................... ,0 in. Shear Connection(no.of 16d common nails)(Table 11)........................ ..ie,���-........ Percent Full-Height Sheathing.......................(Table 11)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding vo- Ratedfor Wind Speed?............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)..............7S ft s smaller of 2'or u3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)....................................... . ..U=,W plf Lateral.............................................(Table 12)................................... . ...L= plf Shear..............................................(Table 12)..............................................S= 77 Of —� Ridge Strap Connections,if 921laes moused per page 21... (fable 13)...............................T= pif 2r Gable Rake Outlooker.........................................(Figure 20)............. n ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors y Uplift................................................(fable 14)..........,.................................U= lb. Lateral(no.of 16d common nails). .(fable 14).......................................L= lb. Roof Sheathing Type.............................................1.....(per 780 CMR Chapters 58 a 59)........Wc Roof Sheathing Thickness........................................... ................................. in.2:7/16"WSP ✓' Roof Sheathin 9 9...........................................(Table 2)....�1.1�.....G...'Fastenin `�. Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps'per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18b 2. 'Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. 'The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High end Areas:110 mph Mind Zone Massachusetts Checklist for Compliance(7so cmx 5301.2.1.1)1 a r a r r r r r r i H H . i r r rJd r ri i i B rI Ii r r FRAMING MEMBERS r i IEDGERGUMEDLOUE r r l r , 3w sw i r r r r = p1K I i _ J L r r STD 3•m UALFATIE PANEL PANM EDGE DOUBLE NAIL EDGE SPACING DEML Detail Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 rnph Wind Zone Massachusetts Checklist for Compliance(780 CMR5301.2.1.1)1 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE REM ON Fi�AMING ElSESd NAILS AT6b C n n 1 1 u n 1 11 n 1! 1 Y 41 11 11 1 ' 11 11 11 1 It 11 11 / 11 11 11 .S[ 1 11 ~ I O 1 1 11 1 1 11 Il N 1' U 11 O I r m ff fl X 1 z II 11 Ir t . 1 C 1 u°g u u II o ii ii � 1 - lu , 11 � 11 11 11 IL ii u II J u 11 � 1 1 1 L II � ii ii 3 i ' 1 �11 j j 11 11 ' •-11.� ..111� 1 1 - - L r t}DU N E SX; `--------11}1" tL41L$PACMJ13 PA13Et_ See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment RE5check Software Version 4.6.4 Compliance Certificate Project WILL EVERITT Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 840 ft2 Glazing Area 13% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 879 CRAIGVILLE BEACH RD �I� �E�t�,r. CENTERVILLE,MA w(LL. OUE?ter 1301C t3cfc 'Bp)( t340 ceo, s cTr oAA C'V—'v9 IT-,MA a o a o Compliance: 6.8%Better Than Code Maximum UA: 266 Your ILIA: 248 The%Better or Worse Than,Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1:Cathedral Ceiling 1,010 49.0 0.0 0.022 22 Wall 1:Wood Frame, 16"D.C. 2,180 21.0 0.0 0.057 107 Window 1:Wood Frame:Double Pane 182 0.300 55 Door 1:Solid 21 0.250 5 Door 2: Glass 108 0.290 31 Floor 1:All-Wood Joist, uss:Over Unconditioned Space 840 30.0 0.0 0.033 28 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 2015 IECC requirements in REScheck,�/ersioa4.6.4,and to comply with the mandatory requirements listed in the RE5check Inspection Checklist. Signature Date Project Title: WILL EVERITT Report date: 06/19/18 Data filename::Untitled.rck Page 1 of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section ,Plans Verified FIeldVerified ` 4 # pre-Inspection%Plan Review - Compiies2 in Req.ID Value Valu1.e 103.1, :Construction drawings and s ..�:� � ❑Complies 103.2 . :documentation demonstrate ❑Does Not [PRl]i :energy code compliance for the 41 ,building envelope.Thermal r ❑Not Observable :envelope represented on �,_ a ❑Not Applicable :construction documents. _ ,# �, $.•�� 103.1, ;Construction drawings and ❑ s � ('fib � °���a � � � Complies 103.2, ;documentation demonstrate „ ft > ,.- � � , . � � ❑Does Not 403.7 energy code compliance for * u [PR3]1 ;lighting and mechanical systems ' []Not Observable :Systems serving multiple ❑Not Applicable j ;dwelling units must demonstrate r compliance with the IECC Commercial Provisions. a, 302 1 Heating and cooling equipment is;, Heating: Heating: i❑Complies 403 7 sized per ACCA Manual S based : Btu/hr Btu/hr j❑Does Not [PR2]z ion loads calculated per ACCA Cooling: Cooling: }' Manual J or other methods ❑Not Observable ; Btu/hr � Btu/hr ; approved by the code official. j❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2°s Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 2 of 9 ectioh "A # - Foundation Inspection ;"` Complies _' Comments/Assumptions & RegID f-;• N, 303 2 1i,. A protective covering is installed to I❑Complies (F011)2 ;j protect exposed exterior insulation ❑Does Not hand extends a minimum of 6 in. below grade. '❑Not Observable 5 ;❑Not Applicable 403.9 ' ` 65now-and ice-melting system controls'❑Complies [FO12]2 . installed. ❑Does Not ❑Not Observable! ``. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2^ Medium Impact(Tier 2) :3' Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 3 of 9 "Section Framing/Rou h-In Ins. ection Plans Verified °Field Verified g p Complies. Comments/Assumptions.. &.RegaD Valuew, ,' Value 402.1.1, ;Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1)1 ❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). '❑Does Not ;table for values. 402.3.3, : 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR211 ; °w 303.1.3 ;U-factors of fenestration products _ ��, � � ,. � ❑Complies [FR4]1 :are determined in accordance E G 7 ❑Does Not with the NFRC test procedure or , ;taken from the default table. E <z �'4 ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier '❑Complies ; [FR23]1 installed per manufacturer's jr ❑Does Not instructions. t - .'* 4_11n ❑Not Observable . � Pry;` ❑Not Applicable 402.4.3 ;Fenestration that is not site built, ` r 65 . - � MAMY, ❑Complies [FR20]1 :is listed and labeled as meeting a _': ❑Does Not ;AAMA/WDMA/CSA101/1.5.2/A440 �� ;or has infiltration rates per NFRC [:]Not Observable + ' r '" :400 that do not exceed code �' � �� , = ' �z �❑Not Applicable limits. 403 4 5 IC-rated recessed lighting fixtures ❑Complies [Fk' 2 sealed at housing/interior finish �ii �� ❑Does Not and labeled to indicate:52.0 cfm 4,� Gleakage at 75 Pa. � t�r� tY ❑Not Observable , ❑Not Applicable 403.2.1 ;Supply and return ducts in attics 5, , [FR12]1 R ❑Complies insulated >= R-8 where duct is >= 3 inches in diameter and >_ a � a` "� '> El Not R-6 where< 3 inches.Supply and �s �" n, ❑Not Observable ; return ducts in other portions of1 p ❑Not Applicable ; ;the building insulated >= R-6 for 1 S diameter>= 3 inches and R-4.23 :for< 3 inches in diameter, f ;P s, 403.3.3.5 Building cavities are not used as « ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not } ❑Not Observable INL�. ❑Not Applicable 403 4, HVAC piping conveying fluids. ; R- R- ;❑Complies [FR17]?r :,;above 105 QF or chilled fluids : : ❑Does Not ? ,below 55°F are insulated to zR- : 3 ;❑Not Observable `. :[]Not Applicable 403.4.1 ;Protection of insulation on HVAC � � e� ,`❑Complies [FR24)1 :piping. " k r - ❑Does Not iJ sy t, "rz ❑Not Observable ❑Not App licable 403 5.3 Hot water pipes are insulated to R- R- ❑Complies [FR8)z >_R-3. : ❑Does Not ❑Not Observable ❑Not Applicable 403 6 Automatic or gravity dampers are�> a ❑Complies --- --� [FR19]� installed on all outdoor air e ' �11,9=4;;_❑Does Not intakes and exhausts. s } []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitied.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 5 of 9 Section� � Plans Verified Feld Verified;; # Insulation Inspection Complies? Comments/Assumptions Values bValue Z � H,❑Complies 303 1 `*;AII installed insulation is labeled µt [IN;13] or the installed R-values r �j fi xs� � El Not J rovided. � y #.,+ ❑Not Observable ; i p , u 3 iu. Not Applicable , 402.1.1, ;Floor insulation R value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1)1 ❑ Steel ❑ Steel ❑Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per 9 ;;a � n — p —--- ---� _— --- -p • ❑Com lies manufacturer's instructions and ° � � ,� 402.2.7 ❑Does Not [IN2]1 ;in substantial contact with they a ❑Not Observable underside of the subfloor,or floor ; framing cavity insulation is in ❑Not Applicable ; " ;contact with the top side of �, - .J ; �, sheathing,or continuous 'insulation is installed on thek 4. underside of floor framing and sextends from the bottom to the �E !top of all perimeter floor framing ;members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood 1EIDoes Not :table for values. 402.2.6 ;wall insulation on the wall '❑ Mass ❑ Mass ;❑Not Observable [IN311 ;exterior,the exterior insulation 14-1 :requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable , 303.2 ;Wall insulation is installed per r �f �.; ❑Complies [IN4]1 ,manufacturer's instructions. *�� ae '❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: y 1 High Impact(Tier 1) ,2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 6 of 9 t I Section, a Plans Verified Field V,er�fied &Re Ip' . Final Inspection Pr',ovisions Value, ' Value'Y ,y CompI S? Commer;ts 6iis ptions':. qw 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2,402.2.E ;❑ Steel ❑ Steel '❑Not Observable ; [Fill' ❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per , -,❑Complies 303.2 :manufacturer's instructions, ❑Does Not [FI21' Blown insulation marked everyi :300 ft2. ;� a` l,p ❑Not Observable .n.r ❑Not Applicable 402 2 3 ,'Vented attics with air permeable " p a ❑Complies [F122]2{ insulation include baffle adjacent " '� z �". t 1 ❑Does Not -,to soffit and eave vents that K">s extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]' "insulation >_R-value of the ;❑Does Not ;adjacent assembly. -]Not Observable 3 ; ❑Not Applicable 402.4.1.2 :,Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17)' :ach in Climate Zones 1-2, and j❑Does Not <=3 ach in Climate Zones 3-8. j j❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]' ;cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable !tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ; [FI27]' !determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g.across the system including :the manufacturer's air handler :enclosure if installed at time of ! hest. Postconstruction test:Total ;leakage measured with a ! pressure differential of 0.1 inch �w.g. across the entire system ;including the manufacturer's air 'handler enclosure. 403.3.2.1 '.Air handler leakage designated ❑Complies [F124]' by manufacturer at<=2%of " ° ' ❑Does Not X idesign air flow. t ❑Not Observable r Y m ❑Not Applicable ! 403 1 I !Programmable thermostats Syr " y ❑Com lies ; [F[9]2 installed for control of primary g p ; k ❑Does Not heating and cooling systems and r g g y d r � K r initially set by manufacturer to N ❑Not Observable 'code specifications. ! Pam' ❑ ot Applicable a . m„ 4031 2 ;Heat pump thermostat installed ❑Complies (FI10. )2 ,on heat pumps. ❑Does Not •.:.. rx� ` k` d�.-y.•sF �s..,.n ` 's, '� ❑Not Observable ❑Not Applicable 403 5 1 Circulating service hot waterer „ ❑Complies [FI11] systems have automatic or %x . ❑Does Not accessible manual controls. s , ❑Not Observable [Not Applicable 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 7 of 9 Section-v.. Final Inspection Provisions Plans Verified s Field Verified' & Req.ID' y Value:, Ual:ue * Com ssu p Co`"mplies. merits/A m tions ; 403 6 1 '.?'All mechanical ventilations stem Y ❑Complies [FI�25]2 fans not art of tested and listed p ��+- � ❑Does Not ' a g,HVAC equipment meet efficacy �� _ ' Y � d , and air flow limits. - � �� _[]Not Observable ❑Not Applicable 403 2 Hot water boilers supplying heat �T ` ❑Complies [FI26]2jthrough one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ;� * ` 5� ,� , ❑Not Observable , 4temperature based on outdoor ` r� ❑Not Applicable Itemperature. � 1 �t * w 403 5 1.1.E Heated water stems circulations 1 � Y °` ❑Complies [FI281z have a circulation pump.The F j� ❑Does Not ?system return pipe is a dedicated g � U return pipe or a cold water supply ter. � ❑Not Observable k.PP PPY �_,� � �.� j pipe. Gravity and thermos- syphon circulations stems are , not present.Controls for g circulating hot water system pumps start the pump with signal n;'Ki J for hot water demand within the Z n r 4occupancy. Controls q ' "automatically turn off the pump when water is in circulation loop .j^ ; is at set-point temperature and x no demand for hot water exists. ' 403 5 1 2 'Electric heat trace systems � xy r" Ir ❑Com lies [F;12612 Tcomply with IEEE 515.1 or UL ear " 'A4 ❑Does Not 515.Controls automatically w. �w', t�� Zadjust the energy input to the ! �� Not Observable 5 heat tracing to maintain the �e* ❑Not Applicable desired water temperature in the g � ; ' piping. SA . . d03 52 Water distribution systems that :❑Complies r y " [FI30]� {` have recirculation pumps thati,i a�` :[]Does Not tpump waterfrom a heated water `supply pipe back to the heated at , k 6,: 1 ❑Not Observable water source through a cold � y y �, ` ,7 , ❑Not Applicable water supply pipe have a demand recirculation water " .° s' �M 0 r"I j� Fsystem. Pumps have controls that manage operation of the �x k,pump and limit the temperature �u of the water entering the cold :, � water piping to 104°F. -"�' 403 5 4 Drain water heat recovery units ❑Complies j [FI31]2 , nested in accordance with CSA �655:1. Potable water-side �❑Does Not Vpressure loss of drain water heat ` ' � � � ❑Not Observable recovery units< 3 psi for * "'� �, :[]Not Applicable j a , 'g individual units conected to one g or two showers. Potable water- �fi �"'a '� xs" " 4 S ' JV �} y r k ;side pressure loss of drain water , y heat recovery units < 2 psi for s, N ,�Il ' individual units connected to ";three or more showers. 404.1 :75%of lamps in permanent :� ❑Complies [FI6]1 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps Does not apply to low-voltage Nip ' t _ � ❑Not Observable I lighting. _ ` ❑Not Applicable a asg 404 1 1 ~,Fuel gas lighting systems have ' 43V 4 �� � ��❑Complies g [FI23] no continuous pilot light. ❑Does Not ❑Not Observable LIU s ¢H ❑Not Applicable 1 High Impact(Tier 1) 2;, Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 8 of 9 L Sectwn Plans VerifiedFieldwVerified #' Final,Inspection Provisions �t ComplJes? r Comments/Assumptions &cReq.ID Value::d Value Z 401.3 aCompliance certificate posted. Y s' , ❑Complies [fl7]z ❑Does Not "��: "�� t� •� t �4K ,❑Not Observable ' .. El Not Applicable 303.3 'Manufacturer manuals for 4` XJ F * x �) ❑Complies [FI18]3 smechanical and water heating H El Does Not t;systems have been provided. ta ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2), _ .,;3, Low Impact(Tier 3) Project Title: WILL EVERITT Report date: 06/19/18 Data filename: Untitled.rck Page 9 of 9 2015 DEcc Energy Efficiency certificate r n Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.29 Heating System: Cooling System• Water Heater: Name: Date: Comments I Massachusetts Department of Environmental Protection Provided by.MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5404 Lj\� f WPA Form 5-Order of Conditions eDEP Transaction#:861967 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:BARNSTABLE A.General Information 1.Conservation Commission BARNSTABLE 2.Issuance, a tJ OOC b 1- Amended OOC a.First Name THOMAS E.&JESS.ICA L. b.Last Name POTI c.Organization 879 CRAIGVILLE BEACH LLC d.Mailing Address 2 HONEY LOCUST LANE e.City/Town SANDWICH f State MA g.Zip Code 02563 4:'Froperty Owner: - - - a.First Name THOMAS E.&JESSICA.L. b.Last Name POTI c.Organization 879 CRAIGVILLE BEACH LLC d.lvlailing.Address 2 HONEY LOCUST LANE e,City/Town SANDWICH f.State MA g.Zip Code 02563 5'�ProJecf=Location - -` = = � a.Street Address 879 CRAIGVILLE BEACH ROAD,CENTERVILLE b.City/Town BARNSTABLE a.Zip Code 02632 d.Assessors 225 Map/Plat# e.Parcei/Lot# 030 f.Latitudes 41.6361 IN g.Longitude 70.335556W 6.Property recorded at the Registry,of Deed for a:County f b.Certificate c..Book d.Page BARNSTABLE 29087 241 a.Date NOI'Filed: 7/29/2016 b.Date Public Hearing Closed: 8/9/2046 c.Date Of Issuance: 9/7/201.6 8`Final Approved Plans and:Other Documents a..Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Seale: SITE PLAN DOWN CAPE DANIEL A.OJALA,P.E., i ENGINEERING,INC. P.L.S. 6/27/2016 1"=20' .B.Findings 1`Fmdmgs pursuant to the Massachusetts Wetlands I'rotectton Act _ Following the review of.the the above-referenced Notice of Intent and based on the inforrnationJprovided in thi' 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.f i Public Water Supply b.I` Land Containing Shellfish c.•� Prevention of Pollution d.r Private Water Supply e.C Fisheries f e Protection of Wildlife Habitat g.r-i Ground Water Supply h.1r Storm Damage Prevention i.17 Flood Control 2 Commission hereby fmds"the project,as p oposed' i Page 1 of 10*ELECTRONIC COPY Massachusetts Department of Environmental Provided by MassDEP: \)` ' Protection MassDEP File#:003-5404 eDEP Transaction Bureau of Resource Protection-Wetlands WPA Form 5 Order of Conditions Ciryll own:BA13NSfABLE Massachusetts Wetlands.Protection Act M.G.L.e. 131,g40 Approved subject to: a.IJ The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work.shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans;specifications,or other proposals submitted with the Notice of Intent,these conditions,shall control. Denied because: 15.1 The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore,work on this project may not go forward unless and until a new Notice.of Intent is submitted which- provides measures which are adequate to protect 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. i c.0 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 sunless 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). Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland 3' resource area specified in 3-10CMR10.02(1)(a). s a.linear feet Inland Resource-Area Impacts(For Approvals Only) - { Resource Area Proposed Permitted. Proposed Permitted Alteration Alteration Replacement Replacement 4 f Bank _ a Imear feet ' b Irnear feet` c Lnear feet` d.linear feet 5.1-- Bordering Vegetated.Wetland a.square feet b.square feet c.square feet, d..square feet 6:1—Land under Waterbodies and Waterways: — t a square feet b square sq, are feet d square feet 7.f Bordertng Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage t e.cubic feet f cubic feet g.cubic feet h.cubic feet 8 J-Isolated�Land`Subject fo Floodug � - _ - - - a square feet > b square feet., Cu(iic Feet Elood Storage _ '; -. = - ___ c cubic feet d cubic feet a cubrc,feet- f,cubic feef:. 9.C,Riverfront Area Page 2 of 10*ELECTRONIC.COPY Massachusetts Department of Environmental Provided_by. MassDEP: Protection MassDEP File#:003-5404 Bureau of Resource Protection Wetlands eDEP Transaction#:861967 (1 ' WPA Form 5-Order of ConditionsCity/1own:BARNSTABLE 1� i Massachusetts Wetlands Protection Act M.G.L.c..131,§40 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 1t10-200 ft j a.square feet h.square-feet L square feet J. square feet Coastal:Resouree Area,Impacts r - Resource Area Proposed Permitted Proposed Permitted Alteration .Alteration Replacement Replacement 10 r Desrg'nated Fort Areas Indicate size under LandUrider the Ocean,below _.._ _ 11.1`7 Land Under the Ocean ta.square feet b.square feet c.c/y dredged d.c/y dredged 12 T-Barrier Beaches Indicate size underCoastal Beachesand/or Eoastal Dunes below 13Y7 Coastal Beaches ` a.square feet b square feet c c/y nourishment d c/y nourishment 14 Coastal Dunes 25.00 2500 0 0 f t a^square feet b square feet c c/y nourrslunent d cly nourrsliment 15 r'Coastal Banks a.linear feet' b.linear feet 1 G r'Rocky Intertidal Shores __ _ _ _ " a square, eet b square feet'* 17J7 Salt Marshes a.square feet b.square.feet c.square feet d,square feet 18J C" Land Vnder-Salt Ponds - = '- . - - F a;square feet b square feet 19 r"Land Containing Shellfish a.square feet b square feet c square feet d square feet fIndicate size under Coastal Banks,inland Bank,Land Under the 20`r Frsh Runs Ocean,and7or inland Land Under.Waterbodres and Waterways; = above dredged d c/y dredged 21.W-.,Land Subject to Coastal Storm Flowage 2500 2500 a.square feet b.square feet r- Restoration/Enhancement(For Approvals On Page 3<of.1.0 ELECTRONIC COPY r t -. a, Massachusetts Department of Environmental Provided byMassDEP: Protection MassDEP File#:00M404 r 1' Bureau of Resource Protection-Wetlands eDEP Transaction#:861967 WPA Form 5 Order of Conditions City/1'own:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L.c.13,1,§40 I If the project is for the purpose of restoring or enhancing a wetland 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 1-Streams Crossings) If the project involves Stream Crossings,please'enter the number:of new stream crossings/number of replacement stream crossings. E a.number 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. ;Failure 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 Oider does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal,state,or local statutes,ordinances,bylaws,or regulations. 4. 'The work authorized hereunder shall be completed within three'years from the date of this Order unless either of the following apply: a.the work is a maintenance dredging project as provided.for in the Act;or b.the time for.completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 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. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken,until all proceedings before the Department have been.completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land,the Final-Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case.of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds,prior to the commencement of work.. 10. A sign`shall be displayed.at.the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection Page 4 of 10*.ELECTRONIC COPY f Massachusetts Department of Environmental. Provided by MassDEP: Protection MassDEP File#:003-5404 Bureau of Resource Protection-Wetlands eDEP Transaction#:861967 �i WPA Form 5-Order of Conditions Citylrown:BARNSTABLE f Massachusetts Wetlands Protection Act M.G.L.c.13.1,§40 [or'MassDEP"] File Number:"003-5404" 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 DEP. 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the:filing of a new Noticeof Intent. 15. The Agent or members of the Conservation.Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 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. All sedimentation barriers shall be maintained ingood 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 requireadditional 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)r- is not(2)P subject to the Massachusetts Stormwater Standards.if the work is subject to:Stormwater Standards,then the project is subject to the following conditions; a) ;All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater.Pollution Prevention Plan required by the National 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 stonnwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that:i. all construction period BMPs have been removed or will be removed by a date certain specified in.the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation,including removal of all construction period sediment trapped in inlet and outlet control.structures;ii..as-built:final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;iii. any illicit discharges to the stormwater management system have been removed,as per i Page 5 of 10*.ELECTRONIC COPY IVlassachusetts Department of Environmental Provided by MassDEP: Protection MassDEP File#:003-5404 . Bureau of Resource Protection-Wetlands eDEP Transaction#:861967 WPA Form 5-Order of Conditions Ciry/Town:BARNSTt1BLE Massachusetts Wetlands Protection.Act M.G.L..c. 13.1,§40 i the requirements of Stormwater Standard 10;iv.,all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have.been inspected to ensure that they are not damaged and that they are in.proper working condition;v any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance..Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement') for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliancei 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) Posti,-construction pollution prevention.and source control shall be implemented in accordance with the long- term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National-Poll utant Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement, assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must.submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 19(f)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to, implement the requirements of Conditions:19(o through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the story iwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all.stormwater BMPs in accordance with the design plans, the O&M Plan,and the requirements of the Massachusetts Stormwater Handbook. 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 3.1Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is.in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants.removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 31.0 CMR 10.04-are prohibited. D. The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k). Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as Page 6 of 10*ELECTRONIC COPY Massachusetts Department of Environmental Provided by MassDEP: Protection MassDEP File#:003-5404 - Bureau of Resource Protection.-Wetlands eDEP'Transaction#'.861967 l WPA Form 5-Order of Conditions CityfrownBARNSTABLE - II Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 defined in the MassDEP Stormwater Handbook,Volume 3,Chapter L,Low Impact Development.Site Design Credits)shall not be altered without the prior written approval of the issuing:authority. 1) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. i Special Conditions:. D.Findings Under Municipal Wetlands.Bylaw or Ordinance 1.Is a municipal wetlands bylaw or ordinance applicableV. Yes 17 No 2.The Conservation Commission hereby(check-one that applies)- a.r-" DENIES the proposed work which cannot be conditioned to meet the standards set-forth in a municipal ordinance or bylaw specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project maymot: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 municipal ordinance.or bylaw.: b. r APPROVES the proposed work,subject to the following additional conditions. al Ordinance or Bylaw TOWN OF 1.Municipal y BARNSTABLB 2•Citation S 237=1 -S 237-14 3 The Commission-orders that all work shall be perfonned.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 areas follows: SEE PAGES 7.1.,7.2,AND 7:3 Page 7 of 10*ELECTRONIC COPY I SE3-5404 Name: Thomas&Jessica Poti Approved.Plan= June 27,2016 Site Plan by Daniel A._Ojala,P.E.,P.L.S. Special Conditions of Approval I. Preface Caution: Failure to comply'with all Conditions of this Order of Conditions'may have serious consequences. Consequences may include: issuance of.a Stop Work Order;fines,,requirement to remove un-permitted t structures; requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance, j and more. i 1 The General Conditions of this Order begin on Page 5 and continue through Page 8. The Special Conditions contained herein and all Conditions require your compliance. II. Prior to the start of work;the following conditions shall be satisfied: f 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure i 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 there of)to project contractors prior to the start of work. Barnstable Conservation Commission.Forms A and B shall be completed and returned to the Commission Division prior to the start of work. 3. General Condition Number 10(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 work-limit line shall be staked in the field by the project surveyorlengineer to preserve dune vegetation and to contain construction activities. i 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Wattles may be used instead,following consultation with the Conservation Agent.Where authorized for 7.1 use,wattles shall be.12 inches in height at minimum.Effective sediment controls shall remain until the site is`stabilized with vegetation,then they shall be removed. 7. A sequence of color photographs showing the undisturbed.buffer zone shall be submitted to the Conservation Commission. Note: The strawbales and siltation fence.(or wattles,where approved)must show in the foreground(or bottom)of the photographs. M. The following additional Conditions shall govern the project once work begins. Note, especially,Special Condition Number 19,requiring verification of the locations of the foundation and strawbale line. 8. General Conditions,Numbers 13 and 14.(changes in plan)shall be complied with: 9. General Condition Number 18(maintaining sediment controls)shall be complied with. 10. There shall,be no disturbance of the site,including cutting of vegetation,beyond the work limit: This condition shall continue over time. The only exception would be those disturbances with specific prior i approval. la. The Conservation Commission,its employees and its agents:shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 12. Unless extended,this permit is valid for three years from the date of issuance. { 13. An Amended Order does not change the original date of expiration of this Order of Conditions: 14. This approval is contingent upon the approval of the:Board of Health for the subsurface sewage disposal system. 15. No work associated with the septic system.installation,may occur during the period.April 1—August 31.. 16. No equipment or construction materials may be present on the beach or dune during the period April I— August 31. 11. The applicant has the responsibility of protecting.breeding Piping Plovers and state_listed species of terns that may be on this section of beach. Therefore,the applicant shall allow regular monitoring for the presence of:Piping Plovers and terns by qualified shorebird-monitor,as determined by the MA Division of Fisheries and Wildlife("the Division")during the period April 1—August 31.,and shall allow any nests, scrapes,or unfledged chicks to be protected with symbolic fencing(waming signs and twine fencing): 8. Upon filing for renewal,extension,or amendment of the Order of Conditions,the applicant shall contact the Division for written response regarding'impacts to.Resource Area habitat of state-listed wildlife. 7.2 r 19. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and:work-limit line,and note any discrepancies from the approved plan. If verification is.in the form of aft"as-built"plan;the plan provided shall be drawn at the same scale as the approved plan. 20. C!nstruction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-Law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consultation with the Building Commissioner. f 21. Drywells or graveled trenches along the:drip lines shall be installed to accommodate roof-runoff or,if necessary,consult with the Conservation Agent. 21 Work limit markers(wood stakes)shall remain in place until a Certificate of Compliance is issued for this project. IV. After all work-is completed,.the following condition must be promptly met: 23. At the completion of work,or by the expiration.of this Order,the applicant"shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned,along with the request for a Certificate of Compliance and appropriate fee! Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land.surveyor,.a written statement by such a professional shall be submitted;certifying substantial compliance with the plans,setting forth.what deviation(s),if any,exists a with the record'plans approved in the Order. This statement shall accompany the request fora Certificate of Compliance and fee,along with an updated.seauence of color photographs of the undisturbed buffer I zone. 7.3 f Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands sE34404 MassDEP File# WPA Form 5 e Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable j Cityrrown E. Signatures Important:When This Order is valid for three years;unless otherwise specified as a special SEP � ' 2016 filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance on the computer,: use only the tab i Please indicate the number of members who will_sign this form. key to move your, This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers cursor-do not i use the return j The Order must be mailed by certified mail(return receipt requested)or hand delivered to key, the applicant. A copy must be mailed, hand delivered or file ec nically at the same time t� with the appropriate MassDEP Regional Office. Signatures: k i l � ± 'fled m '' turn receipt by hafid,delivery on requested,o SEP 7 2016 EP m i Date Dat F. Appeals i The applicant,the owner, any person aggrieved by this Order, any owner of land abutting i the land subject to this Order, or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall.state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131,§40), and is inconsistent with the wetlands regulations(310 CMR 10.00)'.To the-extent that the Order is based on a municipal ordinance or bylaw,and not orr the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. q w0a5sigsdoc•rev.01=512010 Py$ep of I Massachusetts Department of Environmental; Provided by MassDEP: Protection MassDEP File#:003-5404 "r F Bureau of Resource Protection=Wetlands eDEP Transaction#:861967 City/rown:BARNSTABLE WPA Form 5-Order of Conditions Massachusetts Wetlands Protection Act M.G.L..c. 131,§40 3 . E.Signatures This Order is valid for three years from the date of issuance.unless otherwise specified puisuant to General Condition#4.If this is an.Amended Order of 9/7/20.16 Conditions,the Amended Order expires on the same date as the original Order of 1.Date of Original Order Conditions. Please indicate the number of members who will sign this form.This Order must 5 be signed by a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same.time to the appropriate Department of Environmental Protection Regional Office,if riot filing.electronically,.and the property owner,if different from applicant. i Signatures t JOHNE:ABODEELY FATPIULEE LAURENCEMORIN i LOUISE R!FOSTER DENNIS R HOULE C".by hand'delivery on r by certified mail,return receipt requested;on- i Date Date i s 1 F.Appeals 1 The applicant;the owner,any person aggrieved by this Order,any owner of land abuttingthe 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 MassD.EP 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 for 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 atrthe 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 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 I 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 Page 8 of 10*ELECTRONIC COPY Massachusetts Department of Environmental Provided by MassDEP: ` Protection MassDEP File.#:003-5404 Bureau of Resource.Protection-Wetlands eDEP Transaction#:861967 r` WPA Form 5—Order of Conditions Cityfrown BARNSTABLE Massachusetts Wetlands Protection Act M:G.L.c. 131,.§40 (M.G.L.c. 131,§40),and is inconsistent with the wetlands regulations(310 CMR.10.00).To the extent that the Order is based on a municipal ordinance or bylaw,and.not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. 1 G.Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order:In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to thIe Order of Conditions.The recording information on this page.shall be submitted to the Conservation Commission listed below. 4BARNSTABLE Conservation Commission Detach on dotted line,have stamped.by the Registry of Deeds and submit to the Conservation Commission. To: j iBARNSTABLE 1 Conservation Commission Please-be advised that the Order of Conditions for the Project at: i 879 CRAIGVILLE BEACH ROAD,CENTERVILLE 003-5404 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book page for: Property Owner THOMAS E..&7ESSICA L.POTI and has been noted-in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date i If recorded land,the instrument number identifying this transaction is: i Instrument Number If registered:land,the document number identifying this transaction is: 3 ;Document Number Page 9 of 1.0*ELECTRONIC COPY f 1 Massachusetts Department of Environmental Provided by MassDEP: Protection MassDEP File#;003-5404 tBureau of Resource Protection-Wetlands eDEP Transaction#:861967 WPA Form 5-Order of Conditions Citylrown:BAWSTABU Massachusetts Wetlands Protection Act M.G.L.c. 13.1;§40 Signature of Applicant rtn.anaoio I! 4 Page 10 of 1.0*ELECTRONIC COPY DARNSTABLE REGISTRY OF DEEDS John F. Meade, Register IBk 32171 Pg76 #34395 07 _01: 58p i Town of Barnstable i Zoning Board of Appeals 19 ,Jlii, 25 P Decision and Notice Special Permit Application No. 2019-032-879 Cralgville Beach Road, LLC 240-131.4-Craigville Beach District Use Regulations To allow the elevation and renovation of the principal dwelling that does not meet the setback requirements Summary: Granted with Conditions Applicant: 879 Cralgville Beach Road, LLC Property Address: 879 Craigville Beach Road, Centerville, MA Assessor's Map/Parcel: 225/030 Zoning: Craigville Beach District-Craigville Beach Neighborhood Overlay (CBDCB) Hearing Date: June 12, 2018 Recording Information: Deed 29473 Page:330 Plan: 101/153 Background 879 Craigville Beach Road., LLC., applied for a Special Permit in accordance with Section 240-131.4 - Craigville Beach District Use Regulations and Section 240-131.4 - Dimensional, Bulk and Other Requirements. The Applicant proposed to elevate the principal dwelling so that the lowest structural member is 2' (two feet) above the Base Flood Elevation and to renovate the existing structure which does not meet the setback requirements of Section 240-131.5B. The subject property is located at 879 Craigville Beach Road, Centerville, MA as shown on Assessor's Map 225 as Parcel 030. It is located in the Craigville Beach District and Craigville Beach Neighborhood Overlay(CBDCB) Zoning Districts. The subject property is a .25 +/- acre lot accessed from Craigville Beach Road, Centerville, and, according to the Assessors Records, is improved with a residential dwelling with three-bedrooms constructed in 1965. The property is abutting the Christian Camp Meeting Association beach house to the west, three small residential properties to the east, and the Christian Camp Meeting Association residential neighborhood across the street to the north. The property overlooks Cralgville Beach and Nantucket Sound. The entire lot is located in the FEMA VE Velocity Zone and contains a coastal dune between the dwelling and Nantucket Sound. The property is within the Craigville Beach District, an area designated by the Cape Cod Commission as a District of Critical Planning Concern. The Craigville Beach DCPC was initiated by village residents concerned with the changing character of the area and adverse impacts,.to the Centerville River. The DCPC addresses issues related to natural and ecological resources; cultural, historic and architectural resources; natural hazards; wastewater management; and waterfront management. The regulations contained in Section 240-131 are the adopted DCPC implementing regulations. These implementing regulations are the means by which all development is regulated within the district; grandfathering provisions and/or nonconforming rights conferred by M.G.L. Chapter 40A do not apply within the Craigville Beach District. Procedural & Hearing Summary Special Permit Application No. 2019-032 to elevate and renovate the. existing dwelling at 879 Craigville Beach Road, Centerville, MA, was filed at the Town Clerk's office and office of the!,Zoning Board of Appeals on May 9, 2019. A public hearing before the Zoning Board of Appeals was duly . i Bk 32171 Pg77 #34395 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Pemut No.2019-032-879 Craigville Beach Road LLC advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on June 12, 2019 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this application were David A. Hirsch, Herbert Bodensiek, Jacob Dewey, Paul Pinard, and Robert Twiss. Attorney John Kenney represented the Applicant before the Board. Also present were Dan Oiala, Down Cape Engineering, the Applicant, Tom Poti, and Gordon Clark from Northside Design i Associates. Acting Chair, David Hirsch, disclosed that he is a direct abutter. Attorney Kenney was not concerned and did not ask Mr. Hirsch to recuse himself from the hearing. Attorney Kenney I presented the application and summarized his memorandum. He informed the Board that the shed has recently been removed. He stated the design of the existing dwelling does not fit into the neighborhood and the owner has designed the proposed dwelling with features that will complement the area. Attorney Kenney stated the project has received approvals from Board of Health and the Conservation Commission after nearly two years of meetings. Attorney Kenney stated the i proposed dwelling complies with both the DCPC regulations and the FEMA regulations and the proposed dwelling will be more conforming than the existing dwelling. A letter dated June 12, 2019 stating the proposed site conditions will not adversely affect adjacent properties from Dan Ojala, PE, PLS, was submitted to the record. Attorney Kenney discussed the septic system and that it is believed that the existing dwelling is connected to an old cesspool which does not comply with the Title 5 regulations and is therefore considered a failed system. The Board discussed setbacks and asked about estimated start of construction. Attorney Kenney said construction would begin in the fall. The Board Chair asked for public comment and no testimony was given. Findings of Fact At the hearing on June 12, 2019, the Board unanimously made the following findings of fact for Application No. 2019-032, a request for a special permit to elevate and renovate an existing dwelling: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-131.4 E allows for relief from setbacks with a Special Permit from the Board. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 3. The proposed alteration/expansions are not substantially more detrimental to the environment, community and/or historic character of the neighborhood than the existing_ building or structure. . 4. Contributes to and respects the character and historic development patterns of the area and minimizes inconsistent redevelopment impacts to the historic and community character resources in this area. 5. Protects and preserves scenic views and vistas and ways to the water. i 6. Protects and improves natural resources, including but not limited to the barrier beach and groundwater and coastal water quality and minimizes development and redevelopment impacts to the natural resources and ecosystems in this district. 7. Protects human life and property from the hazards of periodic flooding. I II Bk 32171 Pg78 #34395 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Peru-tit No.2019-032-879 CraigviUe Beach Road LLC 8. Preserves the natural flood control characteristics and the flood control funcfion of the floodplain. 9. The development complies with the setbacks and lot coverage requirements set forth herein, and is in character with surrounding structures, particularly structures that predate it. 10. Setback relief is being requested for the proposed structure in accordance with § 240- 131.4E. Lot coverage requirements are met. 11.The redevelopment complies with the height limitations set forth herein.' 12. No development or redevelopment shall be permitted within V Zones, except that existing structures may be changed or altered, provided there is no increase in gross floor ;area, footprint, or intensity of use (including but not limited to increases in wastewater flow and impervious area) within the V Zone. The existing structure is being raised above the flood zone and altered with no increase in floor area or footprint. 13. New septic systems shall be prohibited in V Zones except to upgrade existing failed systems where such systems pose a demonstrated threat to public health, water quality, rnfou a6tur al resources. On September 12, 2016, the Board of Health issued an approval conditional variance to install an onsite sewage disposal system with conditions. The Board should note that the existing dwelling has a cesspool which is an automatic failure ;under Board of Health regulations. 14.Any activity or development in a V Zone that creates an adverse effect by increasing elevation or velocity of floodwaters due to a change in drainage or flowage characteristics on the subject site, adjacent properties or any public or private way is prohibited. A proposed activity shall not result in flood damage due to filling which causes lateral displacement of floodwaters that, in the judgment of the SPGA, would otherwise be confined to said area. The burden of proof for this standard rests with the applicant and shall require certification by a professional engineer. 15.Open foundations shall be designed to accommodate only the height required to elevate the lowest structural member two feet above the BFE in V Zones and one foot above BFE in A Zones. For all new construction and substantial improvements within the V Zones, the;space below the lowest floor must either be free of obstruction or constructed with nonsupporting breakaway walls, open wood lattice-work, or insect screening intended to collapse) under wind and water loads without causing collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundation system. The vote to accept the findings was: AYE: David A. Hirsch, Herbert Bodensiek, Jacob Dewey, Paul Pinard, and Robert Twiss NAY: None BUILDING HEIGHT:The vertical distaniv from the grade plane to the highest point of a gable,hip car gambrel ro�tf nnci the highest point of the coping of i flat roof. These h6ght limitation;:shall not,pl?ly to chinuicys cupolas, fhSpules or other similar appurtenances as approved h1'the tuilding ConuniPsi(I Iie'%)(Gable rvuEs having a slope of 7/12 or t reeler allolved rnixinuun height;hip and 011-ier atoped roofs vvitli a siol?c of 4/12 or)rcatcr are allovneci five feet less than the may) 3 Bk 32171 Pg79 #34395 Town of Barnstable zonnlg Board of Appeals-Decision and Notice Special Permit No.2019-032-879 Craigville Beach Road LLC Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2019-032 subject to the following conditions: 1. Special Permit No. 2019-032 is granted to 879 Craigville Beach Road, LLC to allow the elevation i of the principal dwelling so that the lowest structural member is 2' (two feet) above the'Base 1. Flood Elevation and to renovate the existing structure which does not meet the setback requirements of Section 240-131.5.B. at 879 Craigville Beach Road Centerville, MA pursuant to Section 240-131.4 of the Craigville Beach District. 2. The proposed osed alteration shall be constructed in substantial conformance with the site plan entitled "Title 5 Site Plan of #879 Craigville Beach Road, Centerville, MA" prepared for Thomas Poti, by Down Cape Engineering, Inc., dated June 27,2016 with a last revision date of April 29, 2019. 3. There shall be no further expansionlalteration of the structure, construction of accessory structures, or impervious surface coverage on the lot without approval by the Board. 4. The Applicant shall comply with decisions and conditions issued by the Board of Health and Conservation Commission. 5. This decision shall be recorded at the Barnstable County Registry of. Deeds and copies"of the recorded decision shall be submitted to the Zoning Board of Appeals office and the Building Division prior to issuance of a building permit.- The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David A. Hirsch, Herbert Bodensiek, Jacob Dewey, Paul Pinard, and Robert Twiss NAY: None Ordered Special Permit No. 2019-032 to elevate and renovate an existing dwelling at 879 Craigville;,Beach Road, Centerville, MA in conformance with the requirements of Section 240-1.31.4 has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appealsof this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy. of which must be filed in the office`of the Barnstable Town Clerk. David Hirsch, Ac ng Cha Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of.Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and seated this t� day of J U j under the pains and penalties of perjury. Ann Quirk,Town Clerk 4 s f Bk 32171 P980 #34395 E' Town of Barnstable E E Assessing Division ' 430�� 367 Main Street,Hyannis MA 02601 w-.v►P.townofbarllstable.uS Edward ii O'Neil,MAA Office: 508-862-4022 Director of Assessing VAX 508.862-4722 i ABUTTERS LIST CERTIFICATION DATE: May 24, 2019 RE: Abutters List For Parcel(s) : 225-030 As requested, i hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with malling addresses supplied. i J � s Board of Assessors Town of Barnstable i I Bk 32171 Pg81 #34395 512312019 AbulterReporl Zoning Board of Appeals (ZBA) Abutter List for Map $I: Parcel(s): '225030' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 24 J close e Y 9 .l'>--�Q-1 }: !_..i<.�•...- - 1�1 S s.., 51. I��y 1 l 1 •1 .,TR�:.C• _..:::::._::•':a;c:a:--'�.. .,, .,....; .... . ::.::;..:._.....-:-......•_,-....._.:.. :CENTE>ZVILLE;�:...:.>��i�i:;�::�'`?t::9 8611`.� I sGHRI,STIAN,CAMP:::_t:;s:: .;::::,.:•:[:;-..r..a:-�t::..:39':hROSP CT°AVE,.,:�.._";;°:';':�:::,`:�.=',r,';i.r;''� ;2Z5001 :::: •:.::: ..:.:::...:... .. 112632`•`.isi'.:iC': i::rl,•:::2:::::`:.:: 1 :..:.. :MEET]NG'ASSOC HIRSCH,SANDY, CENTERVILLE,MA 10336/230 225003 . CAPEN,RICHARD 463 ELLIOTT RD 02632 AARON&LESLIE D-. .: 12. SZEI:RO.'-':_; ='t^'-:`:`::'.';:PtIiN„CtTQNiNJr<'i'=_" :. 90701'136 .`;JIKSELSOt4 MAIUC:BrI.::.i CHARLES:4K`ELttA .,,..- �(Q...:i3Q..._:..:..._ ....::. .. 1,25004 AKSELRAP,=ALINETRS;REVOCQ$LE:T(tl1ST •.:-- SU1TEAi04.=..:=;: ;'-'.•.`tr`.:i:.,'„ :....... ,08540 1 BARNSTABLE,TOWN HYANNIS,MA 225006 367 MAIN STREET C53148 Of(BCH) 02601 t - I. H .;• :.-:.... ,.:.:'--:;.::: 7 - A1GVIi1E:;:: ::,;:;:::.:::�.':.::.:.....::.•:::,.:.:�;>:2HON81f=IACUST_::=°::a:rr::[ ::;;.d::�,:.:_,=';�:...............:...:.:.:...,::..;:::,•.<:r':�:x=:::}29473330: 1 N i EFREMOW,N[KOLAV& p O BOX 760719 MELROSE,MA 11293/188 22503100A ROSEMARIE 02176 I ..:.:.;..:::•:,,::::..::::. .:.:. .:•. C'ENTERV[1>E``:MA:n'c:`s''.'is:::?;:'_<_ ::;I ._.._,.-..,--.•:.:sr::':GIOVANN N ;'-:;•�:'a:.•:•- .�;;::::-:r:: :�:;-�� t:�;:=:•'?;::;�::.:;:.;��..._._..�:::::::<.;;_l._.,::-`::=::-:_::I�a.1A4119g, i :..:. 22503100C MISCHIK,KATHLEEN 6 PHEASANT RUN 020AM,MA 27556/218 43 KING • ..•:•_;?:..::.::::::>-�.-:.::-•::;:::, _-;:..:r:s::•_^_.'":'- -:':..I..:s=r;6_-:='.i`f:'' �'i::�MELRO58�`.hSAr:';:.,:,.Y: :::.:_::; 22503100D .;:- 1 ...,.:4:..;,.,,_. ,.,..,�.:••.:-.. . ,. .,.. :.:�.;02�76c?�:�.-:::.:Et:,:,l :::::a' , __. - 226157 HARB,ANN TR C/O AL HARE 1280 PLEASANT ST BROCKTON,MA 10410/94 02301 TR9., .. G _.:.. ; R..... ;I NOFlY1�REI�UNGr >:: :5.a 7448/ U9'? ip1A'A8tj4.. -; YANG,JIQIN&WO, 21 HERITAGE DRIVE LEXINGTON,MA 2j401/130 226159 GUOYING 02420 .. .... .... . ..ti. •a N AM:M :_ .... ..-....,.:::..:. ::, ,.,:,;..,•�.:::-;:._...,....:-:.:.:.;::a:�;a$63:CHE.S_TNUT,,i:i•':r2::::;.:...:a:::;;'.;; s;:•�?:a;�:......�..: ..2B830/8l=! 22616000A - ...... ST ?ozg9�.. ............ .. . ....,.: REB 226160000 BURNS,MOYT& 563 CHESTNUT NEEDHAM,MA 29110/63 IOHN 1 STREET 02492 I _, -� ...• ,. .:,. EENAN;70HN;PET.._, ..,,.: ..:ct•.-:.;ems:::.:_ 263 - :....,..,....... - ROMWELL,CT 3 2 3 5 3/228 225166 MONACO,DONATO 7 SUMMER WIND 05416 t :..: ..:.:..::...: �.:.. :.: •: :•:..:.,..:..::<.-::,,-,.444:WILBUR.A ,AP.T: .SOG16L12� 2'i6167r. ANDIiULO.Nl$t!r { I BACCARI,LOUIS J At 27 HARRINGTON SHERBORN,MA 16809/338 226168 &CATHERINE H RIDGE RD 01770 0' E CHPROP:ERTIESr _,.:.:•_:,:;a-;:::,s OAD 1a:: .<: :::r_::' ,::::•''COT MA02635>,...... ,....., :ll,8.A.<.:.....�.:� -'.:�-•,,,.:.-..::• ::, ........... CHEHADE,ROBERT J 280 ROLLINS ROAD HOPKINTON,NH 26133/239 226170 03229 &ANNE G - __-:..:;:.._....-:=:•<B P'ANN M; i:;:::..+.:i:.::: :.x:=':,:•,_::::,. , �I07/279 T. _::,.,�:.:c.:•:r:.�,;_•:�.�. it...._,, _ :, 111,.::.:.: T:,... :,;......-.._:_._ _a ,..: RICC[,ELEUTERIO L& 152 RODGERS AVE NE PORT CHARLOTTE, 22 0 3 2/29 2 I 226173 ROSA M EL 33952 - - - TDB K:;;,-•.,,-�'s IWILLI t4Atc[N CHRI$TIAN CAMP 39 PROSPECT AVE CENTERVILLE,MA 212/48 226182 MEETING ASSOC 02b32 i This list by Itself does NOT consGlule a wM led list of abutters and is provided only as an ald to the deterrrinallon of abutters.If a certified fist of abutters is required,contact the Assessing Dlvislon to have this list cerUlled.The owner and address data on this Ust Is rrom the Town of Bamstable Assessors database as of 5/2312019. r 112 maps,lownofbarnstable.ustarcimslappgeoepplAbuUerReport.aspXllype=ZBA I Town of Barnstable Geographic information System May 23,2019 o.1s0o9 �2:9162' :47*932stss sa- 22et �s eo- r' / / / .f ' - •Jr 1� MINOR, S _ . �' J 7r�•. 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JJ/Ii r/.;'i°r..�:rt:%J .y/ft4��%iJ//,�'J•.: �, r>�'. plsc.LapER&TramephrcrparnNx mposeseny It Is not adequatebrlaOl Map.225 Parcel:030 Zoning Hoard of Appeals(ZBA) Selected Parcel W __. _,. boundary eetNrnmationor reeuieb(v�terprelafbn_En4rse*adebeyond a s(We or Abutter Ust Type.-Parties of interest are,those di eclly opposite subject lot on _ ,y,^ to .. t�+0o'may no(meet estadw ed rtacP�� Y sfandardL The Parcel lines on We map +yE o onb gay mi meethic,mix em iLsh dn*xap stars tax � They are�hue F�Pe�Y any public or private street or way and abutters to abutters. Notification of all Abutters a• W twurbaAac and do rua rep(h�cetrt arasaee retadonshlps b phystal Imwree on tl+e maP properties within 300 feet ring of the subject tot. such as bmMog b=1W( . Huffef Ln Bk 32171 Pg83 #34395 at L `o t r Proof of Publication ' Publication Date Town ol6amsnble- Town of Bamstable. Zoiiinp eoaio olAha Zcf Inning Board dt Appeals Notlre of Publle Hearings caster the ZaNnp Ordinance Not of PubUe Hearings unde'the Zoning Ordinance June 12,2019 . To aU DErsons lniiieshIf fo or affeued DY*the actions of the Zoning Jpda 12,2014 Board ol.Appeals,you are hereDy.ppti6nd,pursuant to Sedmn 11 ill Tagil persons trAerested In or affected by the adioriV of Ibir2oriing-, Chapter 4P"I the General taus r1 the Cornmomvealth a Uassa-' Board of Appeals,pop arp.hateby notllied,pursuanP)a Sedlon.il of Cbapter 4oA efthe Genarat Laws nil tha Commonwea0h, Massa• e following and-al'will a held'Nerelo,that a public hearing an the ; Jura 12,;!019,al the -cpUfedS,and all amendmems:Narelo,Ihal-a public-hearing!oa Ihe'; wneawbW appeal'will be held Dn Wednesda/; tohowing appeals-will be flow an Wednesday;•June 12,2, -at me i, time Indicated: - 7:00 PM Appeel No.2019.030' Carib- 7:OD PM Appeal No..2019-030 Carl Joseph and Susanne Carlo have applied far a Special Permit in at.- p coidance%vilh,Seclfon 2�40-91.H(3)-Nonconrortilihp Lol The Ap• Jamph and Susanne Carlo have applied for a SpaMal Peeped In sc-{ plicanls are-proposing to demolish an existing afnDte-lamlly drinaing cardance with Section 240-91 H(3)-Nonconforming Lot. The Ap•I and construct a riaw,2.696 square foul.single-family dwelling on a plltanls are proposing to demolish an existing single-lem9y dwelling lot conslsilrip of 0.000 square tees less than the required 10.000 and construct a now,2,696 square foot,single-family dwell no on a.; square-fed.,the subted PInpedy Is Igcaled 41 136 Scudder Rraw,t lot consisting of 9,d00 s4uari feet,less than the required 10,006 1 oil wag,MA as shown an Assessors Map 140 as Parcel it i. Oslarvllkuare �MAl. Tas shown Assmv s Map 140 as Para)0 is lkalod�al 91 R R Is,. located In Ne Residence C(RC)2ohenp District. :. , - , 7:D1 P.M Appeal No.2019.031 O'Brien_ lmatbdin the Residence C(RC)Inning Dishier.! j Arm Mani and Mark U'Bflen trove applied for a Specal Pirma In 7:01 PM Appeal No.2DiB•031 O'Brian auwrdaaee svilh Section.24CA2.B-.Nancontarmirn,,Bubdmgs car.' Ann Marie and Mark O'Brien Have applied lot a Specw Perm4 In •S►tichues Used as Single and Tva-Family Residences. The App11 dgoordance with SecUon:24o-9TB•MoncantorminQ.Buildngs or:P cants are proposlnb to coastmcl a 211091 by 22.6 foot-two-car ga-. Structures Used as Single and Two•Famlly Residences. The Appll: rage and a 5.6 fruit by 7 toot from awry vestibule. The proposed ga-, Canis are proposing to con'strbd a 211601 by 22.6 fool,two caI go- rage encroaches into the 20 tool required front yard setback tar the rage and a 5.6 foot by 7 fool front entry vestibule.The proposed oe- toning district In whlefl if islocalea. lee subject property Is located. rage encroaches Into the 20 tool required Irons yard setback for the y a125 Cad Mature,Hyannis,MA as shown an AssessmY Map 306 as- Toning dlstrid In which it Is located. The subject property Is located Parcel 178. It is located in the Residence B Zomijg OlsUjct• - ,at 26 Carl Avenue,Hyannis,MA as shoves on Assessor's Map 306 as It Parcel 119.II 4located in the Residence B Zooliig DlsirkL 7:02 PM Appeal No.2019-032 679 Ctalgullle: r Beach Road,I.I.C. ash PM Appeal No.2019.032 879 CralDviAa', 879 Crailiville Beach Road,LLC.,has applied tore SDeclal Perigit Beu Road,LLC. In accordance vdlh Section 240.131.4•Craiovitle Beirct istrjpiLsb 879 Cnigvllle Beach Road,LLC.;has'epplied for a Special PeimB .- 'Regulations and Section 240.131.5.8-Uimensianal,Bulk and Other 4ct Use Requirements--°ltte-Appllanl Is proposing to ehvate kheprineWp • In accordance with Section 20131,4 Cralgviile Beach pal Regulations and Section 240-131.S.B•Dimenslolial,Bulk grid Other diverting so that lhe'lawesl structural member is Vittwo feel)above' `Requirements. The Applicard-le,proposing to elevate fhe'principal$; he Basefaood.Eleraiivn end b renovate the existing siracture which, dvkllrng so that the lowest structural member'Is.2'(two'.feel)above;I does not:meet lhi setback requitements of Section 240.131.S.Bi the Base Flood Elevation and to renovate IAe exlsl'uio structure which,; • The subject property Is located b 879 CFalgville Beach_Rbad,- _ does not meet the selback'requi,emenli.of Section Z40-131.5.B.- Cenleiviee,MA as shown oh Assessors Map225 is Parcel03D_a It- The subject poperty is.located at 879.C[afgvllle Beach•)toad„ + loafed{n the Cratg�llc Beach District ao Crali villa Beach 4elghbor: ,Cemervrlle,MA as shown an Assessor's Map.225 as Parcel030. 11 is 9 :located in the Craigvllte Bch District and Cragvl0e_Beach Netphbol- flood Overlay(CBDCB)Zoning Dlslrit8.t hood Overt CBDCB)Zoning Districts, 7-03 PM Appeal Up.2019-033 krfin - Overlay( D Forrest and Linda f.Feiritl,IL are appealing a derision Iroman Ad• , 7-:1113 PM Appeal No.2019.033 Ferrlg minislralive Official arhich was a dcnlal of a buildlnit permit--The Fullest and Linda IL Feirill,It,are appealing a.deClsloh irbm an Ad- Biuldmp Commissioner has denied the issuance Of a building parpil minisltalive Official which was a denial ni a DUUdinO•vermlL•:The t In feleience to Section 240-43 citing that file request for the 40 loot BuIlrGno Commissioner has dented the Issuance of a buUd np'permlt by 60 loot metal pole barn is not cusionary or inddentit to a single- In reference to Section 240.43 citing•Ihal the linguist for the 40 fool i family dwelling and that the structure becomes predominant and ;by60loot metal pole barn is not customary of Incidental iti single• t thus the principal use., 7fle subject pro" is located at•34,.- :family dwelling and that the structure becomes predominam and t CammsO Road,hlardans.Mills,*NIA a3 shown,ra pssessdrs Map thus she ptirtcol use, -The subject,property Is located-at 34 079 as Parcel 020. It Is located In the Residence F(RF)Zoning Ols- Cam ndt Road,Maislons.MiOs,MA as shoym an Assessors'Map, Irld 079 as Pared 020. It is located in the Residence F(RF)-Zoning Dis. These public hearings vnll behold a1 the Barnstable Town Hag,367': IrICL Main Street Hyannis,IAA,fleedng Room located an the 2nd Roof,` These public hearings will be hl10 al the Barnstabla Town HaO,367 Wednesday,June 12,2019-Plans and applIcaOofrs may be ravtawedl Main Street Hyannis,MA,Hearing Room located on The 2nd Floor i al'lhe Zoning Board of Appears.011ict,Plarming and Development -Wednesda;June 12,Z019.Plans and appacaUoris may be revit%Q i DOparflnerd,Town Olrrces,200 Main Stied,Hyannls;MA. - al the nefl,Zoning Board of .200 in Str,Planning and Devebpmenl peparbrrnt,Town Offices,200 Main Street Hyannis,.MA r Bamstable Patriot Alex Raddlalda,Chair Barnstable Pallor Alert Rodolaids,Chair May 24 and May 31,2019 Zoning Board at Appeals May 24 and May 31,2019 Zonloo.Board of Appeals eenpTrnrcp•r xmrorr nr SM a nF%rW ettarr, ..-..,,..�_-•,. _ ,.�.,. i i r i Bk 32171 Pg84 #34395 i Patriot Proof of Publication Publication Date WN am - : Towio'4larnslabk -c: 21 3 Zorihp.BoarO of Appeals t :' Tows:o'Bailabre : 't. Notice of Pubec Near+nps iinderlhe Zoning mlra ce Zonhp Board of Appeals June 12.20I9 ' Notice or Pubne WtarNgs'under.Ore Zoning 0•dira'ce f To all persons(nleresled:in or aflepleit by 1hs-actions litlhe Zo ling _ tune s2 269 Board of Appeais,:yoU are.hereby nutillso pursuant Io.Sedlon 11 0' 1 To an ppsom Interested h dr aflecteu by'the aUio�s or1Ae Zoning psaplarAIIA o11he-.Gan enel Laws of the Commonwea11 or ftss� 27 Iwo W Apilu-s.yoga•-hereby nallfiad,.pursuatil 16,Iclion 11 o' Chips -end all arrendments thereto,That a public hi.1,an I,ii chapter 40A o1 the General Lawn of 4he.CommwrweaTtr or Massa•. ledavelnd aQprals calif be held.on-Wednesday,Jum 12,2010,at the., �_ chusells.and all anendmerits rherelo,That a_publlc headnp on the 5 lima tndlcaled Following appeals wrgl be Aeld on Wednesday.June 12,2Ds9,el the ` time Indicated: ! MINA.-:,. Appeal No.20�9 030. Car10. Joseph and Suunu Cir`p Dave applied far a SperJal Dermll In ac _ )dD PM Appeal No.2D30. Cerg cbrrlaoce with$ettion 240.91.H.(3):Nonconlarming Lm, TIT Ap- 2( Joseph and 6uunne Carp frave ep'plled far a Special Permit pllcaMs`are propdsing,to damdish an exisling slKple-IamOy.dwrelllpp cordance vdlh Seaton 240.91,H_(�-_Nonromorminp.LOL fie Ap• 1 and consIluct a new,2,696.square foot single-1w fN.dweBinp on a , ; ptManu ue proposing to d-moliih ah exlsilhp sfami IaMty UV o np lot iprtsistlng.01.9,000�squale feet,less than the equlred 10,000 and constlat a new,2,695 square toot,singley-AWellup on a .square IW..*%.thesub)ed pr.'operty is IOealed A 136 Scudder Road,- ._ !lot,qonslsting of 9,000 square feet less Than the•egWred 10,000' OSIeiuWe,MA as.shdvm on Assessors Map 140 as Panel 031,;It is square feet: The subjeci.propeaty'Is located a1138 SceGder Road,: locatidin the ftesidanca O(RC)2oriDg Dtsuid.' r _ `pstervflle,MASS shown.oviAssessor s Map 140 as Pa. 1031, it Is ) .79T PM :=---APp¢at.tlo 2019-031' O'Brien':•: 1S• lopledin the Residence C(Rc)Zoning O stdcL A.01 PMfAv e'aM Mark D'Bden have°appied for s Spedei Permll In I. 7-01 PM accordance:win Section 2404LB Non000lorming Bbildings or Ann Mazie.and Mark D'Bdan Dave applfeQ-lar.a Special Parmil In Stmcluies USed.as Single end•Two:Fainfy Residences. The Appll-;,; xeerdmee`sviih Setfiori 24H2,p,r Nonconforming Buildings or' cash are.pipposlog so eopslr6cl a 21:rod by 22.6 loot hvd-car 9a` Structures..Used as Single and Twit-FamTy Residences. The App11--, rage and A rL6-faol.Dy 7loofleorp emry vas6Dulk The proposed.Vi drils are proposing to carctruct,e 21.IOol by 22,6 loot;f ve-cir lia- rape encroaches— Into Ihe.20 foolfequired floor yard Setback for 1 e 2pj rage and a 5.6 toot by 7 foot front entryry vestibule.The proposed,pa-., 2{ aaning district to which it is located. The subject firoperti'�Is located - rape muoaches Into the 201ool:regtdfe0(root yard setback for the :a125 Cod Avenue,-Hyanna;.MA at shown on Assessor's Map 396 as Df zoning district in which it is located."Die sobjeet:praperty Is located ) Paieal 178:illslt610111 nil IhifResidence 6 Zoning MEMO-' yJ: a125 Cad Avenue.Hyana's,'IVIA esshovrn on Assessors Map•306 as': Y, '-7:02 PM Appea'f10.2Dt9-032 - 879 crafpyllle Parcal 178.It Is located 9 u+e Residence 8 Zoning Dlslrn:l. Appeal II tO19.032 879 Cra4mile Such Road,I.I.C..I.C. 7:02 PM `. 1 879 CralpvlDe Beath Robb,LLC.,has applied for a Special Permil .199` peach Read.I.I.C. in accordance with Section 240-131.4-Craigvllle Beach Olslrid Use .; 179 Craipvriit Beach Road,LLC,has appiied'for a Special Permit; 1St: Repolalions and Section 240.131.5.E-Dimensional.Bulk and Other 'Ai In accordance witb Sedtort 240.131.4-Cralpvilar Beach District Use; .. RagWremenls The Applicant lspraposin9 aa:elevate the principal ST Regulations and Section 240-131.5.8-Dimensional.Bulk and Other , it"M sd that the mwast sItLiciural'member Is 2'(twa[eat)above- C Requkem li'tti The Applicant.is prapmlei to elevate she principal; S the Base.Flood.Efewaflooll and to renovate Ore ei lstlrrp slrudwai which } dvtell rap so that the lowest structural tneiober Is 2'(hve feel)ibova hr does not meet,the setback requtreoraDte of Section.240-131.S.B. the Base Rood 13evailov and to«novate the existing slrudurs which' The sdb►ecl property'9s looted al 879 Craioville Beach°Road, 201- does not mael,the setback re4ufremems.ol Seaton 240-131.S.B.1 Centerville,IAA as shown an Assessors Map 225 as Parcel 030. II R, y� The'subject properly is joceted-it 179 CralavlOe Beach'Road,•, Z� loratedin the Craipvl0e peach 0`alrld and CralpvWa Beech Niighbor- c• i Centerville,MA as shorn on Assessors.)Aap 225 as Parcel03Q..ItIs; hood Overlay(CBDCBj Zeirlrre Dlshicts: — di' ( locateG bi the Cralpv0ie peach D'sVid and CralgrlBe Beach Nefphbat-4 , 7,03 PM- Appeal No:2019-033 RION hood Overlay(CBOCS)Zoning O trick. , Foriest.md•Linda'1L Fmrrr3,g,arc appealing a decision from an Ad- =i F 7:03 PM Appeal Ho.2019-033 Ferrlli rnlnlshalive Official-which was a dental of a buildup pamdt•. As 2Q0 Foilest and Linda R.Ferrgl,I;are appealing a decisbri'(rom an Ad=- j 8aldllig CbtArrissbner has aenhA'tIWfs;uance'of a building peimmit mb*Wlve.Otrrcial which was a denial of a bujlding permit.•,-The; 2 lis"feranee,Is Sedlon;240-43 citing that the request'or Ills 40 tool, to Building Coirirrdsloner tras dented-tbe Issuance of a building permit, by 69 toot metal puts Dim ii Trot customary or'Willintal to a single•' in reference to Sectisg24Q-43 citing lhat the request nor the 401001 lamllq dwelling slid ILIA[be slrgclura-becomes predominant and I by 6o tool metal pole barn's not customary of'ntidenfal Jo a single I thus,ihe Nmdpal.use.- The subject property Is located at 34 family dwelling avid IMI the stmdilia'becomes predorltlnant and- Canrme0 Road,IUaslom Mills,MA as shown on Assessors Map 2F thus:the p-hndpai use The subject property Is loceled:at 34 0 79 as Parce1020:It rorated.ln the Residence F(gF).Zoutnq Olt• 1f Cammett Road,Marston Mills,MA as shown on Assessors Map ' ldcl 079 ss PatcN'020. It Is touted-In the Residence F(RF)Zonlnp Dlsi } These utinc hearings w�be held at the Barnstable Town Hall:367 1 hkL ! ' p I These public hearings will be held at Toym.He0.3B7 Main Sweet,•flyarn-N MA,Hearing Room located on the 2nd Roar, 9 ' Wedifaday,June 12,2019. Plans gnu appticalions may be reviewedT Marti Ssrsel,Hyinn's,M.A.Having Boom-Icemen on the end Flow: al The Zoning Board of Appeals Office,Marring and Oevelaprmul! j Wednesday.June/2,2019. Plans and applications may be reviewed ; et,the Zo Board of Appeals OBIw Plarnlnp and OeveloprleM Oa miienL Town Olrces,20D Main Slices,Hyannis,MA. o1i 9 r Department town OMices.200 on Street,Hyannis,MA:' ' Barnstable Patriot Alex 140601akis,Chair f c 'flay 24'avd May31,2019 zoning awd of Appeals 1 I Barnstable Paldot AIaK Rudoialds,Ctdlr May 24 5hd May 31,2019 Zoning Board olAppeals I JOHN F. bEADE, REGISTER 13ARNSTASLE COUNTY REGISTRY OF DEEDS RECEIVED 6 RECORDED ELECTRONICALLY i Commonwealth of Massachusetts Division of • � , �� Fisheries & wildlife MassWildllfe i Jack Buckley,Director August 18,2016 i Barnstable Conservation Commission 200 Main St`reet , Barnstable MA 02601 Thomas&Jessica Poti c/o 879 Craibville Beach LLC 2 Honey Locust Lane Sandwich MA 02563 RE: Applicant: Thomas&Jessica Poti Project Location: 879 Craigville Beach Road,Centerville Project Description: Raze&Rebuild Dwelling,Septic System Upgrade DEP Wetlands File No.: 003-5404 NHESP File No.: 16-35827 Dear Commissioners&Applicant: The Natural Heritage & Endangered Species Program of the Massachusetts Division of Fisheries & Wildlife (the"Division") received a Notice of Intent with site plans (dated June 27, 2016) in compliance with the rare wildlife species section of the Massachusetts Wetlands Protection Act Regulations(310 CMR 10.37, 10.58(4)(b)). The Division also received the MESA Review Checklist and supporting documentation for review pursuant to the MA Endangered Species Act Regulations(321 CMR 10.18). , The Division has determined that the proposed project is located within the mapped Priority and Estimated Habitat of Piping Plover (Charadrius melodus) a species state-listed as "Threatened" and protected pursuant to the WPA and the MESA. Fact sheets for state-listed species can be found at wwwmassgov/nhesp. The Piping Plover is federally protected as "Threatened" pursuant to the U.S. Endangered Species Act(ESA,50 CFR 17.11 The purpose of the Divisions review of the proposed project under the WPA regulations is to determine whether the project will have any adverse effects on the Resource Areas Habitats of state-listed species. The purpose of the Division's review under the MESA regulations is to determine whether a Take of state-listed species will result from the proposed project. Based on the information provided and the information contained in our database,it is the opinion of the Division that this project,as currently proposed, must be conditioned in order to avoid adverse effects to the Resource Area Habitats of state-listed wildlife species(310 CMR 10.37)and must be conditioned in orderto avoid a prohibited Take of state-listed species(321 CMR 10.18(2)(a)).The following conditions www.mass.gov/nhesp Division of Fisheries and Wildlife Field Headquarters,One Rabbit Hill Road,Westborough,MA 01581 (508)389-6300 Fax(508)389-7890 An Agency of the Department of Fish and Game NHESP No. 16-35657,page 2 of 2 f must be implemented: 1) No work associated with the septic system installation may occur during the period April 1 - August 31. 2) No equipment or construction materials may be present on the beach or dune during the period April 1-August 31. 3) The applicant has the responsibility of protecting breeding Piping Plovers and state-listed species of terns that may be on this section of beach. Therefore, the applicant shall allow regular monitoring for the presence of Piping Plovers and terns by a qualified shorebird monitor, as determined by the Division, during the period April 1 - August 31 and shall allow any nests,scrapes,or unfledged chicks to be protected with symbolic fencing(warning signs and twine fencing). 4) Upon filing for renewal,extension,or amendment of the Orders of Conditions,the applicant shall contact the Division for written response regarding impacts to Resource Area habitat of state-listed wildlife. Provided these conditions are included in any approving Orders of Conditions issued by the Conservation Commission, and the applicant complies with all the above noted conditions, the project will not result in an adverse impact to the resource area habitats of state-listed wildlife species pursuant to the WPA:and will not result in a prohibited Take pursuant to the MESA. A copy of the final Order of Conditions shall be sent to the Division simultaneously with the applicant as stated in the Procedures section of the WPA(310 CMR 10.05(6)(e)). We note that all work is subject to the anti-segmentation provisions(321 CMR 10.16)of the MESA. This determination is a final decision of the Division of Fisheries and Wildlife pursuant to 321 CMR 10.18. Any changes to the proposed project or any additional work beyond that shown on the site plans may require an additional filing with the Division pursuant to the MESA. This project may be subject to further review if no physical work is commenced within five years from the date of issuance of this determination,or if there is a change to the project. Please note that this determination addresses only the matter of state-listed species and their habitats. If you have any questions regarding this letter please contact Amy Hoenig, Endangered Species Review Biologist,at(508)389-6364. Sincerely, 7,4. 0A- t f 1 Thomas W.French,Ph.D. Assistant Director cc: MA PEP Southeast-Region Daniel A.Ojala,Down Cape Engineering,Inc. f CENTERVILLE-OSTERVIL,LE-MARSTONS:MILLS WATER DEPARTMENT PO BOX 369-1 38 MAIN STREET OSTERVMLE,MA 01055 W W W.COMNIIVATE R.COM OFFICE OF BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT - � Tel 508-428-6691.. eWi WATER n Fx 508-428-3508 DEPT. September 10; 2019 Town of Barnstable- Building Division Via.Fax-508=790-623'0 RE 879 Craigville Beach.Rd Acct: 1165, To Whom It May Concern; On.Tuesday; September 10, 2019 the:water ervice was disconnected for the.property mentioned above, It is our understanding that the owner plans to move I the house for the purpose of raising it and will install anew:water service at alater`date. If-you have any questions regard=ing this do nothesitate to contact our office Monday through Friday, 8.-.00AM:until 4.30PM at S08-429-6691 Sincerely; Craig Crocker., Superinteridert Centerville-Osterville-Marstot s Mi118 Water Department. nat� n a ,,g.rod September 20',2019 879 CraiuMe Beach Rd,Centerville,MA This letter is to notify you that after our investigation it.has been determined that I could not locate a Gas Service at 879 Craigville Beach Rd, Centerville,MA. Pis letter DOES NOT preclude the excavator or homeowner from calling 811 before commencing any work. State law requires anyone planning underground excavation ork to notify local utilities by calling 811 to get your underground lines identified for you prior to doing any digging. The call to 811 is the LAW and must be made in advance of starting work. This confirmation letter of a gas cut-off DOES NOT relieve the excavator Mof making the call to 811. It is a State Law requirement. Thank you, 17anid 17oy& Daniel Doyle nationalgrid Gas Customer Connections daniel.doyle@nationalgrid.com 781-907-3835 /Z ;8 W E-z 4.�j li i I 247 Station Drive EVERSeURCE Westwood,Massachusetts 02000 ENERGY September 12, 2019 Thomas Poti 2 Honey-Locust Ave. Sandwich, MA 02563 RE: 879 Craigville-Beach Rd., Centerville, MA 02632 Dear Mr. Poti: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 9/12/19, the electric service to 879 Craigville-Beach Rd., Centerville, MA 02632, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, ..� t Ms. Jurgilewicz Electric Services Support Center F: v 9q EZ al 6101 S S JO A01 Lauzon, Jeffrey From: Lauzon,Jeffrey i Sent: Monday, August 20, 2018 11:25 AM To: 'williameveritt@hotmail.com' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-18-2129 Applicant, Please be advised the above application has been reviewed and the following is noted: 1) Utility shutoffs required and not provided. a�23�tia 2) The scope of the project as submitted is defined as a voluntary demolition per 240-131.3 of the Zoning Ordinance of the Town of Barnstable. C1 l z31,t S p 1015 -03 z 3) Per 240-131.4(F)(1)(a) building can be elevated to a height of two feet above BFE. Elevation as submitted is four feet above BFE. clIL3I i 4 5 P 2,o)y - D 3 z 4) Per 240-13.4(F)(1)(c) no expansion is allowed as of right. -T/z.3)►4 5,p ZoJy -D3z Based on the above; relief is needed by the Zoning Board of Appeals for the application that has been submitted. Please do not hesitate to contact me with any questions.Thank you. Jeffrey Lauzon w I W-r-4-L. F5)22,1i Chief Local Inspector sea (508) 862-4034 Jeffrey.lauzon(5town.barn stable.ma.us ' I, X�U- --A&-'C 'rb ow'"M , • Town of Barnstable Building Department Services sesxsT , • Brian Florence, CBO i639• A�� Building Commissioner fp Mfa 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder as Owner of the subject property hereby authorize Gy«-L< l^ EV64l T I to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to to filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant `! APAJ 17 FAT' Print Name Print Name Date C Q:FORMS:OWNERPERMISSIONPOOLS Rev:09/16/17 Town of Barnstable Building Department Services ' Brian Florence,CBO . fig' q^ Building Commissioner 200 Main Street, Hyannis,MA 02601 • >u+arrsrAJ31a. • . www.town.barnstable.ma.us s639• �� Office: 508-862403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner: Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15)'This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fomis\EXPRESS.doc 08/16/17 r 4 ii Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construcfiori Supervisor CS-012955 Oxpires:03/17/2020. WILLIAM T EVERITT;f+ r PO BOX 1340 COTUIT MA 02635 Commissioner CL i f i S � �ennr.�rzo�zcoe�rlf�ol�Tlaaaac�u c!l Office of Consumer Affairs&Business Regulation Ifjcense or,ifeostcatlon valid ikon individual use only r� ethetraiail o+k�i ,r4 ft8n HOME IMPROVEMENT CONTRACTOR 0 lice 4-co'nsu Registration 179992 Type � -.!Exp irafaon 9/29/2018 Individual..,: t in WILLIAM T.EVERITT ` t ? WILLIAINI Er/ERI70:� = ` }55 RIVER"FtIDOE DR, Z�LM% MARSTONS kflILLS;MA'02648 �Indersecr�tary ;.�lOt valid WitHodt slgnuthre i s r Yhe C'ommompeaL*ujf srdruvetls. Depmrfinent aflud=fri Accidads Office afhzw-Wgade= 600 Waskhi& on bSTireet Boston,CIA 02111 ' wevt�n�as�gov�i�`ici i Wulmrs' Campensafrem Insurance Afffifavit:Buflders/CantractarsMecfisciansThmahers AppUcaut Infm=f an '/ Please Print (Hushace/f7roa dirm tlrts _ 4//L- /.4/W Ey&-417 Address:�DX �3� ' Phono Are you an employer?Checkthe appropriate bc= ' T of project r .L❑ I am a employer 4 I ate a general confractor.and I. Type e ] f �� = emglcsyee3(fzzll andfor part-ime). * I1ave hired the sub-contFactors 6. Idegt cans eat 2_D I am a sole prup ietm orparhwr Usf-ed on the attached sheet. 7. DpernodeHng These sub-costractars bate slop and have ors employees 8_,Q Demali#ion: 1p aadhare xvors' �v ry*► , forrm in any capacity. � 9. ❑Building ad3ifioa LN4 wp&=Eg•' camp.insmm e, comp_irMu sr M3 required_] 5. ❑ We are a cmporafi=and its M❑E 1eoixa1 repairs or 2d&1i0as 4 3_❑ I ama bomeci mer doing atf work officers have exercised tie I Q Flumbingrepaim or additibns sdEN wokk=' u. of e�zpfian per M(M 12 Roof repairs ins anreo i�ed][ C.M§1(4k andwehaveno employees. Tp Wo$cess' 13.❑other carp_msax w mqu rtA] •day appfit �stcheds5aa l mwt eLsa fiIlar tfie sectfoahe �satdag�eirivorkea'c�peasatinnpoHcg inficrosa= I amevaraetswho mlb�tt cfris iaffir�mg t5vy axe�aing alFwa¢3i¢adtb�hiir cutsjderm+f,v.c.,.zy�{mibmitanewaffidavtiadiemak -CY fCa Est rhea thi bmt mast affiched me addi6®al shezt ffiavdeg tbename of the sub-coatzcxam and state vrhedm or not those emideshm-- _p3ayees.Ifthe subtontra—shave empioYea%theymnsiFM*1etheir WMJU!M,-r=p.paliY mm3ises I am air enrplayer Seat is pr4n* rq umrkers'comIm msrrlian hmirance for my MW&Iyees $eiary is ThlypaLicy arm job site irr�PrrRLrliarL ' IRSUMCO CompanyName: "PdRclr 44 or Se1f*w.Lic.+ 4 Z ZOO52.[toe 03 ' HxpimtionDate: 3 Job Re Address 1q CkA%W(UX-9OW /� city/Swa1zi a:CAt9 yAA, -_* a0z - Affach a copy of the workers'comppensationpaUcy-declaration page(showing the policy number and expiration bate). Faifnre to secure coverage as required under Section 25A.o€MGL c. 157-can lead to the imposition of criminal penalties of a fine up to$1,5a0:Oa aadtar one-year imprisaumenk as well as mil penalties in tie faun of a STOP WORK ORDER and a fine of up to$MW a dap as i"st the violafur. Be adtised ffid a copy of this statement.maybe fkwarded fn the Office of Iuvestrgafiow of the,DIA form' si mMee coverage v 'Ida hirwy cev cruder the pains arrdpvwhff s af17z ury flratfles in f ornzadou prmi W above ig bars and correct SiEaature W �1 Bate: Phone ik 5?V F-3 4p L f— 7S-�Z, Did rise arr£�: Da oat eFrsts ti�area,#�t be caragTete�d bg arfa�rrr rfreiaL MY or Town: Permifflcense;g Issuing Auffi-ority(cacieoag): L Board of$eAth 12 BuTdiug Depm. went 3.City1Fown Clerk 4.Electrical Inspector S.Phunbing erector 6.Other Coact Person: Phone#: ormation and Instructions Ge�Paal Laws l52 req=es.all e�Ioy=`to provide wow'sensation for tliei=� - PUMaM3ttD•this fie,an M'PIay=is defined as 6:evetyp�sonm die service of mother under auy CMArart of ifi or hmplied,'oral or wraten." An employer is defined as"an fiVEVidnrA parfneabip,assocuttian,corporation or other legal may,or mY two or more . of$ie foregoing=gaged m a joint ehagase,and mchufg the legal sepre =±atives of a deceased employer,or the receiv=or tmstee of an b1flV deal,Pa tUM314,association or other Iegal entity,employing employees- However the owner of a dvmnb ghowm haviagnot more thantbree aPar(ments and-who residestherem,or the occqMnt afthe- dwt Hi g house of mxd=who employs pemaus to do mom,cansLu_ti on or repair woik ou such dwelling house or on the grotmds or bm7dmg appurtenalltthemb shaHnotbecama of sac$employmeartbe deemed to be an employe" MC.d32ptrr 152,§25C(6)also sues fiiat¢every state Qr ID ral ncen 3g agency shall WiffiTioId$e issuance err renewal of a)icease or permit to operate a bIIsumess or to constmat buff ings in the commonwealth for any applirantw•ho has notproduced acceptable evidences of cdmpIianm midi the a�suzarrce covexageregait " Ad.ffitiona.Ily,M TCL chapter Z52,§25C(7)slates 6ldeither tTie cm= gwealth nor ay of its poI6-cal sub Eyisions shall eni--rinfo any contractfar the gerformanceofpubhowm:km�Iacceptableevidcaceofcampliancewitli raq�=f[ of dais r]3aptEa have been presented in the c ig.anfhoziiy.,, A.pplir�rrEs easaiion affidavit co letely,by checIong ib a boxes that apply to Your szt�aon and,if Please fill out the wo�r'comp mP, liter c s of e ntmb s aI oath �) es and �g s nam s �) n ssary,sapPlY sab-c°nfzacmr() e(), '� ) °II s ono a 3p yees other ii�an the. insurance LinitedLiabilty Companies(LLC)or L=tedLiabdityParftmmhip (LIP) members or parb=s,are not rimed to cagy wa±mce compensation itISOIffi m If an LLC or LLP does have employees,a policy is r Be advisedthAffiis a-$davitmaybe sue e d to the Dpa-uncut of Industrial Accidents for conEmnation of insazance coverage Also Be sure to sign and dafe are affidavit The a$davit should be-r-etumed to the aiiy or town that tee application for the permit or license is being regaested,not the D epartmeat of Ldnstrinl.A-cd idenf. SbouIdyon have any questions regardmg file law or ifyou are requiled in obtain a w0110ts' compensation policy,please call the Deparbncnt at file number lisird below: SeIf-insured companies should en,` r liseir self-insurance license=tuber on tho apprapria�te.line. City or Town Officials f I Please be sere that the a$davit is com�lefe and.prh ed legibly. Tie Depart aathas provided a space of the bottom ofthe,affidavit for you to fM out in the event the 050e oflnvesd "has to conact you mgardmgthe applicant. Pleas a be sure to,ft7.l in the pemitllicense number which wM be used as a rt fe=ce number In.addition,an.applicant that must submit multiple pennWHoense appliesions in airy given yew,need only submit one affidavit indicating cwt policy>nfomation (if nay)and tinder`mob e,4 ess�the applica�should wr¢e�aII locations in (�'or .•town)."A copy'of ibe-affidavittliathas ben offiGiany stamped or mmima ryiiie cif;.or town map be provided to�e - applicant as proofthat a valid affidavit is on file for fotme'petmits or licenses A new affidavitunsst be fMcd out e rli year,Where a hfl. - owner,, or citizen is obtaining a licrosse or petmitnot xaa�d is any business or commeaciel v�'re Cio.a dog license or permit to bin Ieavr s etc-)said pmsou is NOT requited to=njplete this affidavit The Office of Inver-s would lrbe fn thank you m ace fUr your cooperation and sTould you have any q�'��, please do not hesifateto givetzs a call The Departmenfs ad&rA telephone and faX 3�b=.- Rastou=M&EMIT -T61 4 GI7- -4 mt 4-0.6 or I-977 MAS Fax#6I7 727-7M Revised424-07 I�ag���dia r TheF, Corrcmmealth of Massachusetts Page 2 ,Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02.111 ww.mass.go-v/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print LedbIF Name: Adds: City CDT (T State Mfg' ZZ• OZ(Z _Work site location(full address) Vq UAtGV(aF AeWM AA Commnanvnam`e C4XI��-5X1, S— .cg(ltAkI)6—�lW tIA.5 -Z)ye • Excavation Address 7 Z 1 AWIg QL*AOW p• �p /may City EI�� rc—i41..1�-t ollk t4lk ©Z.S� � Phone SOO 45'4 — 1✓ aisaraneeCo ABM MLZWI. =115 GO Policv# VWC l00&OI59Z AO, d Comnarryname• LTh G.I� ` �^ COO COOS OCK-tooki Foundation Address MPS oZS3 2— phone — 703 — 623.6 Insuanceco �� � 0� .1- /�iei Policv# Frame Comnanv name: LTI1J1� 1.95`i�C9(�TID/ll Address: N.SVVL5.'Y EVE c,tv F195T Fi4/.r�oyrt-1 /�1i4 Ph.,- 7 ZY — 8340 —0,60q IusmanceC °��a? o` a6� _' x '•. � Policv# C anvname �t� �II�S(,1�4T<O/l� Insulation Address 06. 6ou'- 1309 �j p City �.1�[�7yM .f7 m Phone ��a O O --3 5 9.9 Ivsm�ceCo —40iLte-yk 4ASRkMO (JIQIQaf�IA Policv# U)�i 1075'Z6 / co name Bw� � 5't'E�,/A�.Ifi� PA—Y67F,e A)6- tZ• Drywall Address 1 1`1 Sock IP�� e Q // a Ctty CMG �,Y l Zlo3 Z Phone �'� 83(p ��O -7 E 77Z7,191 '.' 6 Comnanyn�e �� I�tf--L ZV��l Finish _Address. (7,540 city 0 z4a-AS Phone fee� L f.—/c7�f✓ Insurance Co r CERTIFICATE OF LIABILITY INSURANCE oATE(MMmomrrr) 06/18/2018 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Karen McHugh Arthur D.Calfee Insurance Agency,Inc. PHONE 508 540.2609 AIC 508 457-1715 Www.caifeeinsurance.com EMAILDRESS. Karen@calfeeinsurance.com 336 Gifford.Street INSURERS AFFORDING COVERAGE NAIC# Falmouth MA 02540 INSURER A: Arbella Protection Ins Co INSURED INSURER B: William T.Everitt INSURER C: P.0.Box 1340 INSURER D: Cotuit MA 02635-1340 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER IMMIDDIYYYTI MID COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000. A CLAIMS-MADE El OCCUR DAMAGEEq(Fa eNTED $100 000. 8500042614 0313112018 0313112019 MED EXP(Any oneperson) $5 000 PERSONAL&ADV INJURY- $1,000,000. GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000 000. X POLICY EST LOC PRODUCTS-COMP/OP AGG 2 000,000. OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Fa accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LUIB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION JT�TSTA PER X OTH- FR AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTNE YIN E.L.EACH ACCIDENT $50O 000 A OFFICER/MEMBER EXCLUDED? Y� N/A 4220052168 03 03131/2018 0313112019 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $500,000 If Eesd underPSC OODRIPTIONF ERATI N below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) William Everitt is excluded from Workers Compensation coverage as a sole proprietor CERTIFICATE HOLDER CANCELLATION TOVm Of BamStable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE (? <KMM> Fax: 508 790-6230 ©1988-2014 ACORD CORPORATION. All rights reserved. . ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ACORV j DATE{MM/DD/YYYY) `�. CERTIFICATE OF LIABILITY INSURANCE F06/14/2018 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: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I CONTACT NAME: Kerry Schultz MASON &MASON INSURANCE AGENCY INC PHONE (781)447-5531 FAx No: E-MAIL kschultz masoninsure.com ADDRESS: G 458 SOUTH AVENUE INSURERS AFFORDING COVERAGE NAICA WHITMAN MA 02382 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: GARY SYLVESTER BUILDING MOVERS INC INSURERC: i INSURER D: 571 THOMAS B LANDERS ROAD INsuRERE: EAST FALMOUTH i MA 02536 1 INSURERF: COVERAGES CERTIFICATE NUMBER: 280632 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER PMMMIOD r MMNp°M LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADEDAMAGE TO RENTE07 OCCUR PREMISES Ea occurrence $ i MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ s GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY SCOT- LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILiTY COMBINEDSINGLELIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED OS NIA BODILY INJURY(Per accident) $ AUTOS i NON-OWNED PROPERTY DAMAGE HIRED AUTOS I AUTOS Per acGdeM $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR I CLAIMS4AADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X I STATUTE E OTH- AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500,000 A (MandaRIMEMBEREXCLUDED? NIA NIA NIA VWC10060159252018A 04/14/2018 04/14/2019 E.L DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 3 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B.no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this Coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mlass.govAwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN WIII EV@i"itt ACCORDANCE WITH THE POLICY PROVISIONS. 155 River Ridge Dr AUTHORIZED REPRESENTATIVE Marston Mills MA 02648 Daniel M.Cro I�v y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD A ® DATE(MM/ Y) CERTIFICATE OF LIABILITY INSURANCE o5/31/20182018 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: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Toni E.DWes G.H.Dunn Insurance Agency NAME: Fax P.O.Box3WINC.No Ext: (508)322- � (IC,No):(5W)322-3241 E-MAIL m Buzzards Bay MA 02532 ADDRESS: tonl @9hdunn.co INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: ARBEU.A PROTECTION INSURANCE COMPANY 413M INSURED Gardner Concrete Construction Angel IGng INSURER B: PO Box 3263 INSURER c Bourne,MA 02532 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 ALL THE TERNS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTTRR TYPE OF INSURANCE ADL�VQ POLICY NUMBER MM/JDD/YYY MCY EFF M/DD LICY EXP LIMITS A COMMERCIAL GENERALLIABILI Y 8500046631 W01/2018 01/2019 EACH OCCURRENCE $ 1,mo,ow CLAMS-MADE F7 OCCUR DAMAGE T RENTE PREMISES(Ea occuDrrence $ 100 000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN`L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,�,000 �T LOC PRODUCTS $ 2���� POLICY❑ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LINT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accdent $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COM PENSA71ON 4220052336 04/01/2018 04/01/2019 PER OTH- AND EMPLOYERS'LIABILITY Y!N STATUTE ER ANY PROPRIETUWPARTNERIEXECUTNE NIA A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER E)MU1DED7 ❑Y ,� (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LINT $ 500,WO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) Angel King is excluded from WC CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE William Everitt THE EXPIRATION DATE THEREOF, NOTICE VVILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE li~ R_' ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ;GINNC01 OP ID:-JL .4`COREY CERTIFICATE OF LIABILITY INSURANCE D0 125/2 Y8 0625/2018 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(5),.AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER:. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) mustbe endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies;may require an endorsement. A Statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s Paul Peters Insurance Agency Lynch,IV NAME. John J.PRODUCER CONTACT 680 Falmouth Rd. 9 y PHONE E t•508-477-0021 fC.No: Mashpee,MA 02649- E-MAIL JohnJ.Lynch,IV ADDRESS: , INSURERS AFFORDING'COVERAGE NAIC# ;INSURER)A:AE(C- INSURED. Ginn Construction Inc. INSURERS:Essdx1nsurance Company; Thomas Ginn 11 Ashley Dr INSURER Cl: East'Falmouth, MA02536 INsuRERD: INSURER E: INSURER;F-: COVERAGES. CERTIFICATE NUMBERi REVISION NUMBER THIS'IS TO CERTIFY THAT THE POLICIES INSURANCE:LISTED:BELOW:HAVE BEEN ISSUED TO''THE INSURED NAMED.ABOVE;FOR THE;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,ALL THE TERMS; EXCLUSIONS'AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID,CLAIMS. POLICY EFF POLICY EXP ILTR -TYPE OF INSURANCE g POLICY NUMBER MMIDD/YYY .MMIDDlYYYY:. LIMITS B X. COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $. 1,000,00 CLAIMS-MADE PO OCCUR DAMAGE d d PREMISES Ea o $ 50,00 3AA147276. O9/221201.7. 69/22/2018 MED EXP(Anyone p'(irson). $ 5,OD0 PERSONAL:&:ADV INJURY $. 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PERM 'GENERAL AGGREGATE $ 2,000,000 POLICY ElPRO a LOC PRODUCTS=COMP/OP AGG $ 2,000,000 JECT OTHER:, $ AUTOMOBILE LIABILITY - -- COMBINED$INGLE.LIMIT Ea accident ... ANY AUTO' BODILY INJURY(Per person) "$ ALL OWNED SCHEDULED, BODILY INJURY Per acgilent) AUTOS AUTOS . NON-OWNED PROPERTY`DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA L:IAB' OCCUR EACH OCCURRENCE $' EXCESS'LIAB CLAIMS-MADE AGGREGATE $' DED I I RETENTION'$ $. WORKERS COMPENSATION, X. PER' 01H- AND EMPLOYERS'LIABILITY Y/N: STAT TE. ER A ANY:PROPRIETORiPARTNER/EXECUTIVE EL.EACH ACCIDENT $' 500,000 OFFICERIMEMBER EXCLUDED?: N I,A (Mandatary In NH) WCC-500-5014434.20.18A 03/20/2018 03/2012019. E.L.DISEASE:-EA EMPLOYEE,$. 500,000 If yes,describeunder - DESCRIPTIONDF.OPERATIONS`below El.-DISEASE-POLICY:LIMIT DESCRIPTION OF OPERATIONS f LOCATIONS I:VEHICLES(ACORD 101„Additional:Rei7iarks Schedute;may be at►aehedif more sp'ece is required) CERTIFICATE,HOLDER CANCELLATION 0060001 SHOULD ANY'.OF THE ABOVE DESCRIBED.'.POLICIES BE CANCELLED BEFORE% THE: EXPIRATION DATE' THEREOF, NOTICE WILL BE DELIVERED: IN 1Ni.Iham..EVerltt ACCORDANCE WITH.THEPOLICY;PROVISIONS. PO.Box 1340 COtult,MA:02635 AUTHORIZED REPRESENTATIVE: .John J. Lynch,IV9 019884014 ACORDZORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and.;logo are.registered marks of ACORD ACORO® DATE(MMIDDNYYY) �...� CERTIFICATE OF LIABILITY INSURANCE page 1 of 1 09/19/2017 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Tennessee, inc. PHONE 877-945-7378 FAX 914-801-4450 c/o 26 Century Blvd. -MAILI=NOV P.O. Box 305191 certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDINGCOVERAGE NAIL# INSURERA: Zurich American Insurance Company 16535-005 INSURED MAP Installed Building Products of Sagamore,LLC INSURERB:American Guarantee & Liability Insurance 26247-004 165 State Rd (02562-2415) INSURERC:Ironshore Specialty Insurance Company 25445-002 P. O. Box 1309 Sagamore Beach, MA 02562-1309 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:25711271 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 ALL THE TERMS, . EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUB POLICY NUMBER POLICY EFF POLICY EXPITR _LIMITS A X COMMERCIAL GENERAL LIABILITY y Y GLO 9139527-11 10/1/2017 10/l/2018 EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE OCCUR Rft �QRENT re l aaccurence) $ 1,000,000 MEDEXP(Anyoneperson) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GENI AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4.000.000 POLICY� JEa I X1 LOC PRODUCTS-COMPIOPAGG $ 4,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y Y BAP 0156620-01 10/1/2017 10/1/2018 COMBINED SINGLE LIMIT $ 2,000,000 X ANYAUTO BODILY INJURY(Per person) $ OWNED BODILY INJURY Peraccdent $ AUTOSONLYMSCHEDULED AUTOS ( ) X HIRED NON-OWNEDAUTOS ONLYAUTOS ONLY (Perr accident)AMAGE $ $ B X. UMBRELLALIAB X OCCUR ' y Y "AUC 9314206-06 10/1/2017 10/1/2018 EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000.000 DEO I RETENTION$ Retention $0 $ A WORKERS COMPENSATION Y WC 9139526-11 10/1/2017 10/1/2018 X _ AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNERJEXECUTIVEFN-i NIA Y WC 9139528-11 10/1/2017 10/l/2018 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? If in NH) _ E.L.DISEASE-EA EMPLOYEE $ 1,000,000 f yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Excess Auto Liab y Y 002907301 10/1/2017 10/1/2018 $3,000,000 Occurrence (Excess of underlying $3,000,000_ Aggregate $2,000,000 Auto Liab) DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE WILL EVERITT P.O. BOX 134 COTUIT, MA 02635 lut� Coll:5125789 Tpl:2167964 Cert:257 271 ©1988-2015 ORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AC" TY CERTIFICATE OF LIABILI INSURANCE DATE(MM/°D/YYYY) `.� 03/05/2018 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Larissa Camba LEONARD INSURANCE AGENCY P"c"N E • (508)428-6921 AJ No: E-MAIL l Larissa eonarda enc ADDRESS: @ g Y•com 683 MAIN STREET SUITE B INSURERS AFFORDING COVERAGE NAIC# OSTERVILLE MA 02655 INSURERA: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B: BLUEBOARD SPECIALISTS PLASTERING CO INC INSURERC: INSURER D: 117 SOUTH MAIN ST INSURER E: CENTERVILLE MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: 244710 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMI I DY EFF MM/DD EXP YYYJ LIMITS COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE PREMISES S(Ea occurre RENTED nce) $ MED EXP(Any one person) $ N/A PERSONAL BADVINJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JET LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER STATUTE OERTH AND EMPLOYERS'LIABILITY Y/N A OFFCER/MEMBEREXCLUDED?ECUTIVE N/A N/A N/A 7PJUB2E77221818 03/07/2018 03/07/201g E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under ' DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Will Everitt- Custom Homes & Designs PO Box 1340 AUTHORIZED REPRESENTATIVE Cotuit MA 02635 L � Daniel M.Crci tey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD SEP/10/2019/TUE 10: 15 AM COMM Water Dept PAX No. 5084283508 P. 001/001 CENT)ERVT_ LF,-OSTERVIILLE-MMUTONS MMLS 'VV•.A,TER)QEPARTMENT FO Box 369-1138 MAnN STRF.,ET OSTERVILLE,TgA 02655 W W W.COMMWATER.COM OFFICE OF BOA"OF WATER COMIvIISHONERS ��- WATERSUPERINX'XrNb)ENT t �� Tel 508-428-6691 WATER Bx 508-428-3508 DEPT. . H September 10, 2019 V). o 0 C' ., Town of Barnstable o y Building Division p. z Via Fax-508-790-6230 v RE: 879 Craigville Beach Rd Acct: 1165 To Whom It May Concern: On Tuesday, September 10, 2019 the water service was disconnected for the property mentioned above. It is our understanding that the owner plans to move the house for the purpose of raising it and will install a new water service at a later date. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30PM at 508-428-6691. Sincerely, Craig Crocker, Superintendent Centerville-Osterville-Marstons Mills Water Department CC/cvb AUG/08/2019/THU 09:00 AM COMM Water Dept FAX No, 5084283508 P. 001/001 Centerville-Osterville-Marstons MiJ]s Water Department P.O.BOX 369-1138 MAIN STREET OSTERVU,I.E,MASSACHUSETTS 02655 www.commwater.com OFFICB OF e� r BOARD OF WATErt COKvUSSIONBRS IAlATEI� i WATER SUPERINTENDEM DES TEL.No.503-428-6691 FAX No.509428-3508 VIA FAX August 8,2019co atelit Town of Barnstable Building Department 367 Main Street Hyannis,Ma 02601 ,Re:.879 Craigville Beach.Rd, CEN Dear Mr.Florence: Please find this letter as notice of termination of the water service to the above residence as of September 10,2019. The owner plans to reinstall the service after the . intended work is complete. Should you have any question please call. Sincerely, g' Glenn Snell,Asst.Superintendent Centerville-Osterville-Marstons Mills Water Dept. CrES/bf I i br a d eok Coy�R�re G oT#3 to 777 i t e , N --.N claj j Ir/poll; 6'deg 30`rcra� ; .:.{� �.J9�� i 9�d.oeol�oR -G'�Qya ' +4 07" as L are'3) a ewo eq6 _ ,,,11- Celt,ekwile ya4ar gyp=-, is ��cwt o-�Y G-ctMcr:►`y 4/e,Wlass Dot 4awRonce.t9.: 078coe 4u Sow>�t9 Locus{'or z kw WT4Fie 0 i' prcl wry b� 1 i`'l• �� w G 1 f ccpper roes ca P . �I d aft e a sh ` F 1 cedar sht. l es aver oaksrn. 9 i f 1 . 1 JJ ta'�l h'��-; c ne 9e i1 fff ` 666! bbb r till P ukut S rin 0 � P a brake 0 - Ted loci _ I ug cs�nri &*ion '. - beoirinc�s .. . � - p,v.c. electrical Conduit fib ground s1-enJ ea�� e power ca e `cap G CS ad Wnd Box:488 H annis Port• NY655. kale:. 2.'� �w �►r eleehr�c r (. o 121t1Ch� . . Shut 2 xter orVi . howin T&i . 2.677 Ma 225 lot no. 30 ®'t ` ' Assessor's 'map and lot 'number ......A.................... -���`G �` / ��.;� ' n ` € SEPTIC SYSTEM MUST . i B E Sewag 'Permit number ..... "0G* INSTALL-ED Is CCMPLIANC_.E ..... WITH A'TlCLE !I STATE �., i SANITA2 OWN 7 yOFTME TOWN OF B A RNW !! • ti: i- BARNSTABLE, i ., t� - - ' ' "AM'i UU �:LjD:I.NG ' INSPECTOR a 00 i639, YT, r; APPLICATION FOR PERMIT TO 'erect windmill and tower .............. .. ....... ............................................. ................. TYPE OF CONSTRUCTION ........wood pole and frame.............................................................................:.......... July.5................19..Z�. TO THE INSPECTOR 0F7 BUILDINGS: The undersigned hereby applies for a permit according to the following information: Craigville Beach Road (south side),— C�nanrjlJe............:............. . Location ........................................................... .........:........................................................ Proposed Use ..Generation of.electricity............................................................:..:............................................................... ..... .... Zoning District ......R.D........................ ..Fire District Centerville-Osterville ................................... .............................................................................. Name of Owner .Lawrence.Siscoe& Kren A $tark.........Address 873 Crai�Ville Beach Road /Centerville,,Masq,,,,.. ... ........ ....�.. . .................. Name of Builder Wafter Johnson ........Address Suni-Sands Motel /Craigville Beach,Rd /Gan �prille............................................ .................. Name of MgMWA ,,$he[man............Address .70 Marstons Ave. / Hyannis Port Mass. Number of Rooms does not apply ...Foundation sand Exterior .cedar shingles ...Roofing ......PPPP.er............................................. Floors does not apply .................Interior white oak structure ..................................................................... ................... ................................................ Heating .......................................................Plumbing ....does, o .apply................................................ .... Fireplace .does not.apply ..Approximate Cost .....$2,000:00.............. ..................................................... Definitive Plan Approved by Planning Board -------------------_-----------19----_ . Fenc d Area ..1•,300 sq,.ft_.................... Diagram of Lot and Building with Dimensions Elf e5 qp Fee /................ ....... .................... SUBJECT TO APPROVAL OF BOARD OF HEALTH V� V I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ... .......... Siscoe, Lawrence & Karen A. Stark 19416 build windmill & No ............ .....Permit for .................................... t?yer . ............................................................................... Craigville Beach Road Location i .........t....................................................... Centerville ............................................................................... Owner............Lawrence. ..Si.s.coe..&..Karen. . ..A. Stark ............... .. .... . ...... ... .... . .... .. frame ' Type of\o nstruction .......................................... ..................... Plot .................... ....... Lot ................................. July 19 77 Permit Granted .......... ............... 19 Date of Inspection ....................................19 Date C06plefCd,`4.......................................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................. ............................................................................... ............................................................................... Approved ... 19 ............................................................................... ............................................................................... Assessor's map and lot number ........................................... . Sewa91t Permit number .....a" s not G „ :t_ /s..jceT/-�e �ofTHEro�° TOWN OF BARNSTABLE - t i BASHSTADLE, i ° O YA,. BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,, erect windmill and tower.............................................................................. TYPE OF CONSTRUCTION ........wood pole and frzir::e........................................................................................ J July S. 19..7.7........................... . .. ..... TO THE INSPECTOR OF BUILDINGS: Thq undersigned hereby applies for a permit according to the following information: Location .......-raicy!Ille beach `load (south sirlp).....CPntimilla............................................................................................. Proposed Use ..Generation of electricity 9D Zoning District .....................................Fire District ....CenteCVllie-Cstervllle ................................... .................................................................... Name of Owner .La..w...r..e.n..ce Siscoe& !Caren,A..Stark Address 873 Craiciville 3cach Road /Centervilln 'i cs- .......................... .................................................................... Name of Builder G7 niter Johnson ...................Address 5 ni:Sands Wotel / Craiaville PP^.-h Id_ Name of i4r""cHitectc.. � sianr- hllarru4 fV1; Sh�±rman Address .7�..`'Aarstons Ave. / Hyannis Port; lass. .......... ....................... .. ..... Number of Rooms does not apply ....Foundation sand ..................... .............................................................................. Exterior cedar shingles...........................................................Roofing conoer ............................ .................................. Floors dots not apply.......................................................Interior white oak structure ............................... .................................................................................... Heating does not apply .........................................Plumbing ....d.ges,not aooly ........................ ................................................................... • 1 Fireplace ..=!o'S.not anol✓ Approximate Cost $2.000.00 ...................................: .................................................................... Definitive Plan Approved by Planning Board ________________________________19--------. Fenced Area . ;.0.0 so. ft. Diagram of Lot and Building with Dimensions Fee ............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH fA ' 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................................. ............................................ r ,"MW Siscoe, Lawrence & lkt.rlen A. Stark i=225-h 19416 windmill No ................. Permit for ..................... .............. tritcr Locatioro ............... ............. ...... ................... 1 Craigville B a Road.. ...................................... .. .............. ...... Centerville ............................................................................... Owner Lawrence Siscoe & Karen A. Stark .................................................................. frame Type of Construction .......................................... Plot ................................................................................ ........................... Lot ............... .............. At �19 77 Permit Granted .............Jul�\)f Inspection Date of ... .................................19 Co Ile Date Co p td ...... ....19 9 PERMIT REFUSED . ............ /.... .............. .... ... ... ........... 1 ......................... .. . .... . ........ PE RM .......................... .. . . . ................ ...................... ............ ......... ............................................... .. .... ..... ..... ...... . ........ Approved ................................................ 19 ............................................................................... ............................................................................... Town of Barnstable Building ePost:Tfiis'CardSo That"�t isUis�ble=From,the Street ..A' rouedPlans MustbexReta�ned on Job and this„Card'Must°be 161 ■AItN$C'ABLL: - v z ;�"' " p� 5 i i" ''� '`p: ' '?. - • M Posted Until Final�Irspection�Has,Been Made w y �Wherea Certificate of Occupancyi Required,such Bultlm�g sha�IlNot be Occupied until a Fnal"Inspection fias been made Permit. NO. B-17-4160 Applicant Name: David Cooper Approvals Date Issued: 03/08/2018 Current Use: Structure Permit Type: Building Addition/Alteration-Commercial Expiration Date: 09/08/2018 Foundation: Location: 879 CRAIGVILLE BEACH ROAD,CENTERVILLE Map/Lot: 225 030 Zoning District: CBDC13 Sheathing: Owner on Record: 879 CRAIGVILLE BEACH LLC Contractor Name DAVID COOPER Framing: 1 r � �r Address: 2 HONEY LOCUST LANE F, �,'ContractOr license CS 108961 2 SANDWICH, MA 02563 Est Project Cost: $25,000.00 Chimney: Description: AT&T proposes to add a P6480i Galtronics small cell antenna to the Permit Fee: $327.50 _ Insulation: top of the Utility pole located at 879 Craigville BeachRoad Fee Paid $327.50 Centerville, MA(on the corner of SouthwindsGrcle"and Cr,`aigville Final: Beach Road).The pole#is NGRID pole#765.Also proposed on the Date 3/8/2018 Z �M s: N pole is a 12"x 32" Cabinet to be mounted on pole,with ' bl`es ' runnin from the box to the antenna; proposed meter forpower 3 ^ ^� Plumbing/Gas -reading on pole;drawings are attached outlin ng the proposed Rough Plumbing: design. i ��. Building Official , � Final Plumbing: Project Review Req: e, 3 � n � Rough Gas: i hall be deemed abandoned and invalid unless the work authoriied'b this ermit is commenced within si months after issuance. Final Gas: This permit s y p h '. .: All work authorized by this permit shall conform to the approved applicatwn and the,approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoninglby laws and codes. Electrical �. r � • - This permit shall be displayed in a location clearly visible from access street or road andeshall be maintained open,for public inspection for the entire duration of the work until the completion of the same. ` :, Service: Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and,Fire Officials amprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,.Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Assessors map and lot_ number ..........................<.........v.: { SEPTIC SYSTEM /�, INSTALLED IN COMPRIAEE-1 ! 1 10 j Sewage Permit number .......... ... :.... 1.9fAA� , STATE G4� U�'° WITH ARTICLE�If SANITARY'CODE AND TOWI �Qyof;TNE T0�`o T O ♦1 Nr OF B A R N 9VAM E i MAIL T"i i _ "A°`'� rt' BUILDING INSPECTOR 9�p z63q.� •� ;� tti p n ' APPLICATION' FOR,PERMIT TO ' .... .... a.. .. .. ... ..... ...... ............ ... TYPE OF CONSTRUCTION < _ r� # .......... ../.. .......19.. .Q TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following infor tion: Location ................ ..... �/�4.. :/J.l..l�e. �� ......... ................................... Proposed Use ..................... ...... :5......7571ails....' r �!?..... ? .... Zoning District c, .. ........................................Fire District ....... .... ........... Name of Owner •e' �s ....Address (1 t� Nameof Builder ....................................................................Address .....................:.............................................................. Name of Architect ....Address ...........:......................................................................... Numberof Rooms .........................Foundation ............................................................................. Exierior ................ ..................................................Roofing ........ ................................................... Floors �(c'r Interior ..........,.. e.. f't.11............................ ...................:......................... .............................................. Heating ......................... .f ....... � Q S... Plumbing ......."^� Fireplace ..... -........... .................. ..............Approximate Cost ......... ...� �........................... Definitive Plan Approved by Planning Board -----------___-__-----------19________. Area ... .. ... ................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH ��s I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name 21..? C. K,,.. �! .....................:... Siscoe, Lawrence �a 19280 _ add 2nd floor No ..................Permit-for.. ..................................to dwelling `6" e, _ .; 873Crsdgvi1le Beach Road Location. ...... Centerville , - ........ ...................................................._.,.. Lawrence Siscoe ........... Owner .................................................... .......... Type of Construction ............frame ......... f......... r~............................................. Plot ............................ Lot ............� ................. �` ` • ':� ` -- �s .m ', ., Permit Granted......... .. ::r'........19 Date of Inspection A/ /7....... .... .......1 ^ Date Completed_ ................ ......................19 • • PERMIT rREFUSED ...................................... ........... 19 - =° .................... ..... ......................... �- . ................ ra...................... '' 4'•r ci s .........................................................x'Sxtt ....�• i r� w'r �. -� ./ I• -+'` Approved .....................................'" .. 19 ..................................... ................. ` ...........t...".�.,. • • ' ' Assessor's map and lot number �` . l '7 Sewage Permit number ......... °`T"FT°�♦ TOWN OF BARNSTABLE i BASH9TSHLE, i o av��e� BUILDING INSPECTOR .. f e . APPLICATION FOR PERMIT TO ,,C}} ' f TYPE OF CONSTRUCTION .................................................... ................................................................................... ...... � .� ..........192 TO THE INSPECTOR OF BUILDINGS: / The undersigned hereby applies for a permit according to thhe following information: Location ................ .r'�'.....: :a r it i 1%......`!�"G�/`//1......... ...... . .... ......:.....: ~~I'!1�1� !1= �/i/t!?�!!•Proposed Use ............................. . . �i....!.........................�. ........ Zoning District ........................ ........................................Fire District .... ....:...� ...............::::y.................... .. Marlr �rP. .�� /SCtkE' Name of Owner ......................................................:...............Address .................................................................................... it Jr Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address ................................................... ............................... Numberof Rooms .............�2...............................................Foundation .............................................................................. Exterior r Jl (..................................................Roofing Floors ( .+ r...../�............................................Interior !' ... ..........: .................................. Heating ........................................................./w . Plumbing ��........................................................... Fireplace ..................... ...........................................................Approximate Cost ...................... .. ............................................... Definitive Plan Approved by Planning Board -----------__---_----------- ______. Area ....... ?.?. .. ?................... Diagram of Lot and Building with Dimensions Fee . .. z-c.................. SUBJECT TO APPROVAL OF BOARD OF HEALTH ' r r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name :�!� tLGC71................................................ Uieooa, Lawrence 8=Z U ��~ l9��u ' add 2n8 floor No ................. Permit fof ------------ -----^--' '--'—^^~--'—'--'—'-- Craigville Beach Road Location --.----..................;-�t........................ Caterv1lle ^---^^---'`—^^—'—^'-----------'' Owner --'----- ------ ' Type of frame ^r Plot ............................ Lot ------\�'--. ~ *^ � Date of XInspection uote Con. PERMIt REFUSED � D)Y, � ' ----'' —^^ � .—`~-~...—. � '—'—'—^---^'—~ ................................ A ....................................... 19 � � —.—~--.----.-----.—...--..---.-- ^ | —'-------------^''^^~---^^^'`'—^' . � | ' � May 24 2010 9: 13AM Dirigo Management 2074438943 p. 2 sitTown of Barnstable 'Pert>iit# 6 era,, ' - e Regulatory Services Fer 96 Thomas IC Geller,Director , Building Division o' S�ZY/10 Tom Perry,CBO, Building Commissioner 200 Mda Strut,Hyannis,MA.02601 cvww.town,bwustable.ma:us Office: 508-862-40388 L� Fax;50$-790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY �ar.��s did.ndtkour Red Y P;�Xrn�nr Map/parcclNumber Property Address ❑]tesidential value of Work i'I S SD Minimum fee of$2.5.O1i for work under$soeo io Owner's Name&Address fAT/:G ;0. � eJ Cd,��c:v //e, rr Contractor's Name U C row 6,5 Telephone Num 8 a2. L)-Oq Home Improvement Contractor License#(if applicable) + � ' Canstnwtion Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Cb k one: ( T am a stile Proprietor ❑ I am the Homeowner El I have Worker's Compensation Insurance Insurance Company Name Workmat►'s Comp.Policy#} Copy of1murance CompPianee certificate must accum any sash permit. Permit Re t(check box) J Re-roof stri /,� �b lit C j fG..n�i� S7ai t�� ( pping old shingles) All:construction debris will be takers to ❑R o-roof(not stripping Going.over existing layers of roof) ❑ Re-side #of doors ❑ Repiacetnent Windows/doors/sliders.U=Value (utaxitnum.44)#of winnows Whetec required; lssuaace of this peitinit does rtoircanpt_compliancauiith other town depu"=d regulations,is Hiatotic.Conaervatiou,etc. ""Nobs: Property Owner must sign Property Owner Letter of Permission A copy of the Home Improvement Contractors License&.Construction Supervisors Llcrose is iced SIGNATURE: G 11Jsenldecall rlppLaata [t1uJn maatllWm1Jou9iTW90rary xnteroerrilealCotdeot Oatlooltil4STG(T3Qa�RLS+ 5:dac Revisdd 0%809 :- Mai 24 2010 9: 13AM Dirigo Management 2074438943 p. l a � The COMM"""". � s�rt7trts�t� .. Bseparr,� �m�ln�rastra�t�c�ciit� 4ffire of INve5 laws &V WdrsfrhwM,y et .. Boo on.M4 Vwlj 1 Works n'CeuWonsatiom lmuraw* aeit: Avsdkaut.bmf*rpiad= . Phi t Name n ell" av t� al"+t b dVRs erti S 1 en: I )D F tAC'I f C,an'rcrul a l e �0'7 Are}+au= g Clwk the agprop date box: // entpt"ff ❑ cm*Me6flr and f (fltlt w&orpa )* bme bimd ghe subcoaftackn 6- pwpPietorerpaum. listedou&e.dbwhed sheet 7. RemAeling shipaotl re our Theu wb-co om uw8 Q 3iti� f"me in-ayC2ptCjty_ elopkryes and fuse wod am, eta arm emlp- 3 4- ❑Bu&ws addid,, 5.0 We am acMaggonadlis lo.oEkrWcalemsw� . 3_❑.I ant s an haw sed 6w im ehty�elf.[No tigiht of 14 OL 21-❑ wpoirs c+c sddit caocl►. eaesper 117❑I . iose �_ �13",.,§I(4),�.a a ban no "4>IO} INN ems" E3-0 oilor -I � �ariaanraa bw�mvrtw�xecam OoWW=P*Cveoam + 8 ► t aft Sacadag�mey sxa aoiug aua tme arosi �eaxa�saes maw a afit i arm c i�c mas sa�sca esa riat SIRM homing am==.ofge �as�e aau lie m s Ifdfleab�nacton PWVAerear 6 Pouts=WbW lain as tiffs r esPspta�er ,�� ' sasaiArau&sancra fair MY aiupl}'aaR: Raiarn A.tliepo&y.aaaA Sao CwPady Name Policy#or sw--ate LimALtwb a co"of the,viorkm,compeousm gswry deewed=pw(showing tr per}`ow3kr am p pau&n+late). Fame tQ see as tequinW=der 5edi,on 25A of UGL e.152 can Uod so the ih on of eriht>innl pew of a fie 9P#a 51 %MOD.wd-AcrMe as weU sscieil rMities in tin';.fbim ofa STCk?'%ICRK ORDER seda fm of up bo$250-00 a day 31*=the violator- Be a&iwd that a csff of dig dwo=W my be ftwwded to die ON"of Ltc ,-ems of the DI f" cam veriScmtim I do 01) ofpr-;=*that 'fn prmti` a is atad correct Z use oily. Do not weft in this.wee,to be-.'—Wrgtad�jr cif arlSoww io1 , clww-yam• >e lcesae i Aaffto*(kh de owe): 1.11e ud of lfeW&. 2.Su3dbg Depaftm=t CUyfrmm Clot4.F3eetasical bnpctw IL Odur hmpettor S.pig Per er IMay 24 2010 9: 13AM Dirigo Management 2074438943 p. 4 A►� sauc�+ tts-Deaatmexat aaf Public 5u#rt�.. Dowd®f uu�lt ttB Rc �tatiertrs'xndl St.a�a:c ards Gt ttB. 'a2 supervisor Licence ,, .�dSEr'ii tr�'w 130 FLli-L' CFFWeRV91«, Me3 Expiration: affi=11 C'�,nnrrf �Nnrer Tr#: 11417 04 License or reglstratidn valid for lhdividul use onl HOME:lANPROVEMEWT CONTRACTOR before the expiration date. if found return to Y Reoistrap 139619. Office of Consumer Affairs and Business Regulation ExpiratF = J28/201 f Tr# 286215 10 Park Plaza' Suite 5170 Boston,MA 02116 JOE.POWElYATIONS JOSEPH 130 FULLER CENTERVILLE sr - _ , Undersecretary Not.valid without signature May 24 2010 9: 13AM Dirigo Management 2074438943 p. 3 au�ar i. Town of Barnstable Regulatory Services Thomas F.Geller,Director Binding Division Thomas Perry,CDO Building.Commissioner. 2W Main Street, Hym*MA 02601 www.to Wn.barnadable ma.us Office: 54&862-4038 Fax: 508-79"230 Property Owner must Complete and Sign This Section If Using A Budder C as"Chvner of the 4uhjcct eV-Y hereby authorize E ' to act on my behalf, in all maMers relative to work authorized by this buildingperimr application floc (Ad s of Job) r 9 J 0 S natum.of Owner Date. 0 --,& Print Name If Property Owner is suing for.permit,.please complete the Hem envrners License 1�xentptioa Ferns eh#ite reverse side �:tCtsecatdeeml�APPDstal�ea{�e �1Y;adaraslTtxRporaty Intend.{�cstCautent.S3siio�t!i3SiCilT3Qt)�.E)CPI2I.SS.�ac Revised 0908Q9 ,. r Town of BarnstableRECEiPT D^ `'` 200 Main Street, Hyannis MA 02601 508-862-4038 i439. Application for Building Permit Application No: TB-17-4160 Date Recieved: 12/1/2017 Job Location: 879 CRAIGVILLE BEACH ROAD,CENTERVILLE Permit For: Building-Addition/Alteration-Commercial Contractor's Name: DAVID COOPER State Lic. No: CS-108961 Address: Beverly, MA 01915 Applicant Phone: (508) 844-9813 (Home)Owner's Name: 879 CRAIGVILLE BEACH LLC Phone: (508)844-9813 (Home)Owner's Address: 2 HONEY LOCUST LANE, SANDWICH,MA 02563 Work Description: AT&T proposes to add a P6480i Galtronics small cell antenna to the top of the Utility pole located at 879 Craigville Beach Road,Centerville, MA(on the corner of Southwinds Circle and Craigville Beach Road). The pole#is NGRID pole#76S. Also proposed on the pole is a 12" x 32" Cabinet to be mounted on pole; with cables running from the box to the antenna; proposed meter for power reading on pole; drawings are attached outlining the proposed design. Total Value Of Work To Be Performed: $25,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).. 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: David Cooper 12/1/2017 (508)844-9813 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $25,000.00 Date Paid Amount Paid Check#or CC# i Pay Type Total Permit Fee: $327.50 1/16/2018 $327 50 2003 i Check -. --- _ . ..__.1. .. --- Total Permit Fee Paid: $327.50 F GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2.6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2B'-Id II 2.ALL INTERIOR WALLS SHALL. �,-d SMOKE: r);:TCRS REVIEWED BE 2x4@16"O.C.UNLESS I'-4' 3'-2" U'-O" 1'-4E OTHERWISE NOTED. 10" 10' 10' 10" Id I 3.CONTRACTOR SHALL VERIFY / ALL WINDOW ROUGH OPENINGS .B G •PT. -ATE PRIOR TO ORDERING WINDOWS. 3 4.CONTRACTOR SHALL VERIFY .3 YA.3 A.3 A.3 A.3 ALL DIMENSIONS PRIOR TO A,3 / CONSTRUCTION.CONTRACTOR j ASSUMES RESPONSIBILITY FOR 0 o FIRE O E DATE DIMENSIONS NOT AY MISSING OR INCORRECT r BROUGHT TO _ L - _ _ o THE ATTENTION OF THE {}j DESIGNER. —— ENf OF ABf7VE _ Zj OUTLINE OF DECK ABOVE . — =J I f I I N I i i i 7 o Fj AM Barnstable:Bldg.Dept. APPr )ved by: ' 2 (.'-4-'-2" a'-4' IO"I'-4• '-4' 2'-2' 1'-to"=2'-2' L—i—7 NO. ON DATE I Permit#: "Z Z� FgPYRIGHT T-4" ? 14'-1"- 6'-O'i V O NQ�7f�il E HEREBY EXPRESSLY j�� RE-S`�IYITS COMMON LAW FWG/ D� +L COPYRI T. TH�ESE PLANS ARE NO7 TO BE II II o ❑ `SRFl.%AWAY 91IDEii 3� ' ✓R,ODUCED,CHANGED OR p —————_———— L C�BSEQ ANY FORM OR MANNER 4 3068 WHATy —— ——— ——— WHAi RST OB7 INI E EXPRESS IATHOUT WRITTEN I 1 PERMISSION AND CONSENT OF II I E 11 NORTHSIDE DESIGN ASSOCIATES. m 6 e I I[[ e T TH EARLT i .� BUILDER: rI' DEEP COKiRAGT ION c C I I r o -- ------ II-- s- ---------+--=_------------------ -- _ i tb _o W PROVIDE I LA 1^ QyB TYPE x' FIRECOM GNS I I ENtME GARAGE 4 CEILING 1A ro" _2"I 11'-2R V-4' e'-31Z 1'-4' i'- 1 21_ .11 / WA' 3' Y" , I II i II - - 1c �CONTRACTICN JOINT I---- ------ -----_--- o j00 -- _ 2-3 11 ,u 7 0'LyL = __ _ 2-3 Irr.11 7/B'LYL — DESIGNER: N v m [ DROPPED SEAM [ € `lO ro D - - ---- --VROPPED BEAM ----- - ------------ - TD D • � � — RTHSI o s [ o = > - -- lE I ————————————— O NEW DESIGN r-- -- ----� m m GARAGE : ASSOCIATES I B. {{ 1 DISTINCTIVE RESIDENTIAL 6 COMMERCIAL DESIGN 101 MAIN STREET'YAPMOUTHPORT'MA 0I675 I I PITGN SUB 1/B PER FOOT —— 5081361-2330 081361 9801 II I B'GRAVE BEM f II TOWARDS DOOR 1 NORTHSIDEDESIGN.COM BETWEEN 4 I K COW-PIERS1I ' Qm NORIH IDEI@COMCA51.NC1 _----- STRUCTURAL ENGINEER: I I ' L ( a I I UP II- �73' LC B0.36•"34"D,FO NG OTI r i !�^ .� AA L-------------- — ————————- :n ' —-2-:5 VY"11 7/0'LYL _ _—_—_ _ _ �9090 OWGD ❑ E 9-LIGHT �E f 16"CONC.PIER by APRON B- $5 REINFORCING A.6 D B D C B A A.3 .3 A.3 3 FOUNDATION NOTES: A.3 A.3 A.3 A.3 (1 _v ENCE - ' C6S pp f _ O w'4 d-4' G'a V r' _ 879 CR NTERII IL BEACH RD. I. ALL CONCRETE SHALL NAVE F'c- 3,000 F51 AT 28 DAYS f �'.``/'' CENTERVILLE.MA. 24-0. 2.ALL REINFORC-ING SHALL BE GALVANIZED Fy= 40,000 PSI 26-0' .,. ' Cl/'�/G/q'' 3.ALL COLUMN DOWELS SHALL BE LOCATED E5- TEM IATE. 4.ALL FORrWORC, REINFORCEMENT SUPPORT AND PLACEMENT SLIALL HE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE STANDARDS, I i Y TITLE: ACI 11O SPECIFICATIONS FOR TOLERANCES FOR FOUNDATION PLAN CONCRETECONSTRUCTION IFIC T IONS FOR AND MATERIALS. GROUND FLOOR PLAN FOUNDATION ACI 301-u.SPECIFICATIONS FORISTRUGTURAL PLAN CONCRETE. SCALE: 1'-0- 5.ALL HARDWARE,HOL75, WASHERS, NUTS 51!ALL BE 57AINLE56 SCALE: 1 i 4" = 1'-D" STEEL. ALL OT14ER5 (INTERIOR)GALVANIZED, SCALE:1/8"=T-0" I NOTE: CONTRACTOR SHALL SITE INSPECT ALL G. NO CONCRETE SHALL BE PLACED IN WATER. IF WATER 0 EXISTING VS" PROPOSED CONDITIONS PRIOR TO 0 1 2 4 B ENCOUNTERED OVER EXCAVATE P-O'AND FILL WITW 1 1/2"CRIISWED N STONE. PIMP WATER FOR 72 HOURS AFTER PLACEMENT. AND DURING CONSTRUCTION AND NOTIFY 7. PROVIDE REINFORCING 5WOP DRAWINGS To:4ORTN51DE DE54GH INC. DESIGNER OF ANY DESCREPANCIES AND/OR - PROJECT#: SHEET FOR REv1BJ AND APPROVAL. DO NOT FABRICATE WITHOUT APPROVED CI-IANGES TWAT MAY BE ENCOUNTERED 1]11 A.O SWOP DRAWINGS. FOR CONSTRUCTION DATE: - OF 11/27117 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. TYPICAL NOTES: Q WINDOW SCHEDULE NOTE: ALLWS ARE TO BE ANDERSEN 400 SERIES 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS I. CONTRACTOR SHALL SITE INSPECT ALL EX15TING V5. PROPOSED NO MANUFACTURER TYPE MODEL 1t UNIT ROUGH OPENING REMARKS OTHERWISE NOTED. CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIE5 AND/OR CHANGES THAT MAY BE A ANDERSEN DBL HUNG TW2445 2'-6 1/8' x 4'-8 7/5' &A 3.CONTRACTOR SHALL VERIFY ENCOUNTERED. ALL WINDOW ROUGH OPENINGS 2. CONTRACTOR SHALL NOTIFY DESIGNER-, IF AT ANY TIME B ANDERSEN DBL HUNG TW2432 2'-6 1/8' x 3'-4 7/8' (A PRIOR TO ORDERING WINDOWS. THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND C ANDERSEN DEL HUNG TW2442 2'-b 1/8' x 4'-4 7/8' b/I 4.CONTRACTOR SHALL VERIFY THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION ALL DIMENSIONS PRIORTO e'-I�§• r- T' 4'-a' OF PROP05ED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF D ANDERSEN AWNING A1,4251 2'-4 7/5' x 2'-4 7/8' 4 LITE CONSTRUCTION.CONTRACTOR SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO I ASSUMES RESPONSIBILITY FOR PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION E ANDERSEN AWNING AW281 2'-8' x 2'-4 7/8' 6 LITE ANY MISSING OR INCORRECT DOCUMENTS. DIMENSIONS NOT BROUGHT TO A F ANDERSEN DBL HUNG TWI556 1'-10 1/8' x 3'-8 7/8' 4/1 THE ATTENTION OF THE D C 3. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ DESIGNER. A.3 C A.3 SHORING ETC. TO MAINTAIN/ PROTECT EXISTING HOUSE AND G ANDERSEN 1/2 CIRCLE CTN24 2'-6 1/8' x V-5 3/4' STRUCTURAL INTEGRITY OF EXISTING HOUSE. H VELUX SKYLIGHT VSE CO6 21' x 45 3/4' 4. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL MSTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ ENCLOSURES AS MAY BE NECESSARY TO ENSURE SUCH PROTECTION. 5. STRUCTURAL ENGINEER/ DESIGNER TO PERFORM FRAMING 2W-0' INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE NO. REVISION DATE ° BY INTERIOR WALL PLASTER BOARD/ FINISH. q'-6' a' b• 101-0• 4'-6• W-6' © COPYRIGHT PROPOSED 6. ALL EXTERIOR CONNECTIONS 4 HARDWARE TO BE STAINLESS STEEL 2'-3' 7-3' S'-O• 51-01 2'-3' 2'-3• NORTHSIDE HEREBY EXPRESSLY q DECK � UNLESS OTHERWISE NOTED. RESERVES ITS COMMON LAW iV 24'-0'x12'-0' E. COPYRIGHT. THESE PLANS ARE NOT TO BE C - N2�1 D C B A REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER A.3 .3 WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN o PERMISSION AND CONSENT OF 00681 NORTHSIDE DESIGN ASSOCIATES- FWGD 446 nl Ini c c BUILDER: OPEN T = I I I FIREPL"" n m + — € I I ABO E I I I IOPEN TO NEwELLI TS- 1,11 -DEy I 11 EW I I 'NEW 11 o I I : I I I BETto WEEN o 17 [[�� ITCHEN 1 I Q LIVING I I€ Q I I I I = 1 PINE EPCAsm I I In, a /a•LVLs w 2-a110 Tl 0 11 2- 5/B• RU BOLTS, DESIGNER: NORTHSIDE o " 0 5TAGG Q I I I I I I A a'-ql�• I I w'-5�4 I I a'- 14-5�4 a'-qYz' DESIGN �I- --11---- ---� • UP: I J2668 NEW ' 1 `:, ASSOCIATES «J - � DLSTINRIVE RESIDENTIAL S COMMERCIAL DESIGN 141 MAIN STREET'YARMOUEHPORI-MA 02615 15081362-2210 ISOBI 3fi2°R02 E R�d p rrN NORTHSIOEDESIGN.COM If1 H CLOSET `I SWp fA m ry CLOSET I • NEW NORTHSIDEI@COmCAST.NET AWCkA 2-266eI STRUCTURAL ENGINEER: 266e M €W q _ '-Q4 4' TAYLOR ❑ €BEDROOM GNLLC BEDROOM lr-sxlr-r o rz•sxln2• vVSE C06NEW BATH T4S110'-T&-k I f 1 1 AQ /�4.1 NOTE: © © O ❑ O 0 2660 KOSET A ALL WINDOWS ARE TO BE 1A - I D 1J ANDERSEN 400 SERIES w/APPLIED GRILLES - L NICE I I I INSIDE AND OUTSIDE �___ --_�� 7 IGVILLE BEACH RD. CENTERVILLE,MA- D C B A D C B A WALL KEY A.3 A. A.3 A.3 A.3 A.3 A.3 A.3 0 IX15TYa WALLS TO REI'1AIN EXISVIG WALLS TO BE PJ31O'VED 3'-9' 6'-0' 5'-10' 160-5• 6'-0' PROP05ED FRAMED WALLS 5'-& 5'-O• V-O' 31-W TITLE FLOOR PLANS to,-o• 1 6'-0. PROPOSED AREA 2W-a SCALE:1/8"=1'-0" 1ST FLOOR LIVING 840 SF 2ND FLOOR LIVING 398 SF 0 1 2 4 8 0 FIRST FLOOR PLAN TOTAL LIVING AREA 1,238SF SECOND FLOOR PLAN PROJECT#: SHEET SCALE: 114" = 1'-0" DECK 288SF SCALE: ,/4" = 1'-0" TOTAL AREA 1,526 SF FOR CONSTRUCTION DATE: OF 11/27/17 9 O.C.'GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. OTHERWISE NOTED.2.ALL INTERIOR WALLS SHALL UI■11 I11�■e1r ■■11■ 1■nrul _ ��■f\■\\tl I .n■il�ii�- 1■Oe IIr■■Inlr■\t■IIIe■rq�- .. •••- SHALL VERIFY .- � •io_11e_I�.rI.r:- t:O■C.rinu lc ■7u■7len:ruuOu7tu■:n:u■euG_n�l■r _ _ -•- ••-• - Iiil•• •AIM•. �tii �ii 1�1 Ileeeel■ � ■Irr II■1 \lueell�l:iu■In■■■. ■ �I1I,�� ,„ •�••�••••1n'\1Ir�'!u1n1 �.�..�1•.lulI I sOfIlee1�■■n\■rdn91n■Ierl■ua■teelr■lrIlepel \102m, ■1■■■ SHALL VERIFY ' • .. 1■lu■el■ llerelelll ■ 4. ■ rrel ee■e ■ l■ lrll■elions re1, PRIOR TO ■■nu■t■..1CONSTRUCTION. CONTRACTOR II :� ; / ■nnu■n■nr■ = leunrurn■Ie Ilrleurl■ureelYetlele_e0ii] _ RESPONSIBILITYASSUMES •.iiiuonnr •-INCORRECT �� �. .��t II Iu0' d■nelenWurretelenel a■elel\■ranee■elate Y■1 Ill . • • BROUGHT '1V- ■1■eelulreeleel■relulOn........rl■rrleet■■el■rl■\rleel■\ '•IIt� I�.._. i f.' \rel■Ieun■uOe1■Ieeutrueul■1re■elrlueel■ueul■IurO■lore �ITHE ATTENTION OF THE ■e1�1\reel■Ir\\\�■Ir�rrlr Ill■e■ttel■e■IIe1■e■Ilr1■e■Ilelrerllr/■■■Ilel■\■11■/■erllelre■Ilel■e■tA .■It\rr1■Ile■e1■IIe■eI■Iu■el■Iler\Irtle■rI■Ire■el■11\■et■Ilr■elrllrrelrllr►� DESIGNER. - _ - - - - -- - - - - -■ - t6iri0eGrrlGu6eliii6iti/► � Ilan . i .uiefi■"lrl■7r■e1 deG7lrunGdn■r■_eldredl6 e■ ■• i ; • • �It■ela\el\\I■■rl r/■r\1■\1■ate\IO\Irrt■art\et■art\ef■ertrrl■\e1\\I■\■t■■1■\\\III, • \\�■■ �r71i■•■PLO ■■•71!■■ ••ter■P•■ ��■5■1E\■11\I� urulu■1■11■■ulu■�■tt■r Irtl■■ruUr■1■ \■ ■tl\■■I■1 ur --1� •• •••- . leeetrleeeel■leerrt■Ireerl■leeerl■lerrel■Irerrl■t\\er1■1\\erl■Iererl■lee\e1■t ■fl ,,, ■gymIula p\Ir■■r1\la■rlrlrr■rlrlurrul■erel.... lrl Ielelu■eutenrl , rl1n tl■ ,�„ Ieetu1011■I lenql rint■■ele ■■e1■■e■elrlue le■11 �'Ie1 rrlrlre■1u r■ O, , ■rinl■eluuuunewnuuunnnumm�u/rnunnnuueuulu m1■1_-- ae_-- Ana_- unu■u I■onn■moon/nun■n■mm■e■tul■o■■.■.....nurneumutr.-.■...■r n■n■■.■.■■■.iinul■■.■■....anu■n ■.n■rnwr■.■■.■.rinn.ennl / Irnnmm�urrInure■momnomn■euuunnmm�nomn■nnnou nunnnnn■mmounr■nmeminiininern■m■unururue■n■m run■minrumoeuu■rem.r■wu■eununrurrmimm�nomee■unrl I I I II I I I I I II'II I I uuumue■eon■■nnennnn■nnu■Wnonnnmuu■Wne■urue■1 _ r - ••� ■e.mrseere■enrruere■nseenee■relee/reeeerleeel■reeeeteoerstereesleel■ererel I_I I I II�I��� I I I �I ((I o -E HEREBY EXPRESSLY ,� ■■■■■■■■■■■■■■■■■■ ■•._ • MOONS■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■.■ III i�� COPYRIGHT NORTHSI� ON ■■■■■■ ■■■■■■■■■■■■■■■ I ■■W■ I ■■■■ ■■■■ �� II THESE PLANS ARE NOT TO BE .- �� ii ' ■■■ ■1!1 ■�■ —III 1 I I - 11 I I u NOE101 NORTHSIDE DESIGN ASSOCIATES. 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IIIII I III III IIIII IIIIII�IIII�I IIIIIIII 11I1.■■.tI.lIrn.l■t.enf1.■.1I.1Ire.t■■t.entl.■.91I.1I\er.trOt■n.r1Iu.■■.�I1t.1\e\.l1■■19.\\tIen.■l.rI.11ere.un■I.e■et1e■.■1.CIII.Ie9e.1eO■11.•■1I9■.■1.IeIl.Innr.■Vt1.r!o11■.■f.snI.I_M�r.e■Ie.nrrl■..n■.let.11ne.n■■t.ee■fel■.■_.d■I.lnrn.■l■!.rrr/rl■.■■.I9Il.Irsn.er.I■.er�I1s.■■l.nrl.u■el CENTERVILLE •1" 111111 01111 _I�I'II'.I . - �1 ■■■■�M.��■11 i - , � III II�II��I�-- ■■■�■■■MM ■■����MN■M■■■N■■■■■■N 1 ELEVATIONS m■■ IIIII to,I �; Notion!' . _ ■ElwinPROJECT#: SHEET • • • ' • • GENERAL NOTES CONTINUOUS RIDGE VENT NEW 2.10 RAFTERS 0 1.ALL EXTERIOR WALLS SHALL 2- 1 3/4'x14' LVL RIDGE 16'O.C. BE 2x6 @ 16"O.C.UNLESS 1= 218 TIES 0 Ib'O.C. i.25 2T WIND BLOCKS BETWEEN OTHERWISE NOTED. RAFTERS, TYP. IX FASCIA W/ 2.ALL INTERIOR WALLS SHALL TOP OF HATE _ - - _ _ - - - _ TOP OF HATE- - _ - - -_- _ ,- -. ALUMINUM GUTTER -. BE 2x4 @ 16"O.C.UNLESS . 5�CDX SHEATHING .- - _ _._ _.-.- - _.-. ._ - _ _ _ -IX�.AFt'LT YT/VENT 15AI BUILDING PAPER `�R-IL GATT INSULATION OTHERWISE NOTED. IX FRIEZE ASPHALT ROOF SHINGLES 1/2'GYPSUM DI.ALL BABA COX FLITROL 3-ZN6 CW PLATES ALL WINDOW ROUGH OPENINGS 3.CONTRACTOR SHALL VERIFY VELUX SKYLIGHT VSECO6 OVER Ix3 �H TYPI `/ PRIOR TO ORDERING WINDOWS. NEW 2110 RAFTERS 1 0 16,O.G. 0 I6•o.c.TYPICAL 1z 4.CONTRACTOR SHALL VERIFY `\ 3-1 3/4•x9 1/4• 1'(MIN.)CLEAR AIR,TTP 2-1�s x9 I/4• LVL PINE LVL SNSULA ION�PER CODE,TTP. INSULATION PER CODE, TYP. Tm p \�� ALL DIMENSIONS PRIOR TO ( HEADER FLUSH 2x WIND BLOCKS BETWEEN 2-2,b T CONSTRUCTION.CONTRACTOR RAFTERS, TYP.00K P(MIN.)CLEAR.AIR,TYP ASSUMES RESPONSIBILITY FOR oP Ef�'R_ - - ._.-._ _.-._.-.-.-.-.-. 12 FASCIA GL TOP OF PLATE NEW 2 1de I k'o.c. _ _ _ _ _ IX SOFFIT W/VENT THE ATTENTION OF THE TOP OF PLATE ,-.- -_- - ,-.-._-.-._-.-,-,� ._.-. ._.-.-4LlA']IN1117 GIATER.-._.- �-� -�-�-�-�- - -�- - DIMENSIONS NOT BROUGHT TO to Ix SOFFIT ry VENT CL. BATH LAUN. LIVING RM. O0 0r.y q LNG RM. IX FRIEZE IX FRIEZE DESIGNER. INSULATION PER CODE i B LL PO5T5 T ,� 2-1 3/^7 1/4' NEWELL PO5T5 TO ,� 2-1 1/Y CDX.5WFAT14ING 7 BE ED BETW F LVL HEADER LVL 14EEADER4' a� 6 I 'x9(/4• LVL* in BE FRAMED BETWEEN 13/4'x9 I/4' LVL+W/ flfl -2 VAPOR BARRIER 5 ST BERED TURD S, r O FLUSH BEAM L' STAGGERED U BOLTS, 0 TYVEK HLUSEWRAP 4 `9 SIDING(SEE ELEVS.) 3 _ .\ 12 FLUSH BEAM {J,�n71''' 2-I 94'x9 I/2'LVL I.J HEADER FLUSH z 8 JOIST P.T. DECK I ^ LLLLJJJJ LLLLJJJJ o Z TOP OF SUBFLR. ao.dt NSu ON PER CODE y/ a E_ TOP OF SL/BFLR_0 2o.d2 _ - . INSULATION PER CODE / �� JOIST I6.O.C. TOP OF PLATE .- . T .- _.-.- - _ TOP T PLATE- - - - - _.-.-.-.- - - -,- NO. REVISION DATE 12 2-3 1/2'x1I 7/8' II PROVIDE IFLARYER 5 G� \ - /� 2x10 P.T. LVL DROPPED BEAM VL DROPP STAINLESS HANGERS © COPYRIGHT LVL DROPPED BEAM b JOIST IV O.C. 2-3 DROP 7/B' 2- 3 I/2'xll 7/8• q GARAGE 4 CEILING 4 2TI0 P.T. LEDGER NORTHSIDE HEREBY EXPRESSLY 8 2-3 In'xll 7/8 3- 1 3/4'x7 1/4' „ )Lyb.DIA RESERVES ITS COMMON LAW p B.F.E.EL_K.d -_L - - _ - - - •Q B.FE EL.15.0' - - -LVL HEADER_ - - _ - - - - - -A.4 - _ _ _.-.-. _.-.-.-.-. LVL DROPPED 10.P. LEDG .LAG HOt_T9 16-0.C..- - COPYRIGHT. - - THESE PLANS ARE NOT TO BE m 3-1 3/4'x9 I/4' LVL b Rq w/2)46•DIA. A E REPRODUCED,CHANGED OR 5 4 LAG BOLTS 16'O.G. 2p y HEADER COPIED IN ANY FORM OR MANNER 4 WbX6 W2. .9 OP A.4 5 5 g = WHATSOEVER WITHOUT FIRST ('-4• 1 2 6•MIL V ARDER A.4 A-4 PERMISSION AND CONSOBTAINING THE SENT OFTEN NORTHSIDE DESIGN ASSOCIATEIM S. .. - .. 6'COMPACTED.FILL 16'CONC.PIER W/ I 8-VB REINFORCING i I v B'GRADE BEAM BETWEEN i I i BUILDER: LLf 6. IVA&'COAL.PIERS 1 I 1 I o - 36436',24'D.FOOTING r _ I6' 36x36Q4•D.FOOTING W 3*4 E.W.BOTT. E.W.BOTT. I I 1 I I I I _ ____________ _____ _____ ___________ __________________ - _- - _ - - - - -.-.- - - - BOTTOM OF FIG. _ _ _ ___ BOTTOn OF FTG. .-.- - _ -.-_- .-. BUILDING• SECTION NOTE: 3�-0' BUILDING SECTION A CONTRACTOR TO VERIFY i B DESIGNER: NORTHSIDE CONTACT ARCHITECT ABOUT THE EX15TING FIRST FLOOR - ASPHALT ROOF SHINGLES JOISTS AND SPACING. ISO BUILDING PAPER DESIGN NEW 2x10 RAFTERS 2 2.12 RIDGE BOARD FIRST FLOOR FRAMING 2-2x12 RIDGE BOARD 0 16.O.C. 5/8'COX SHEATHING ASSOCIATES 2xe RAFTERS 0 16.O.C. DESIGN IS NEW 9 I/2' TJI @ 2x10 RAFTERS 0 I6' O.C. 2. WIND BLOCKS t2 AA /- FOR OVERLAY CONST. Ix3 RAKE TRIM Ib' o.c. SISTER FRAMED TO NEW 2.10 RAFTERS BETWEEN RAFTERS, TrP. 1.5 2 Ix8 RAKE TRIM EXISTING 2x8'S,@ 16"o.c. _ 0 16,O.C. DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN IX FASCIA W/ 3-1 3/4SA 1/4• / 2xB TIE$0 k••O.G. IGl MAIN STRFET'YARMOVTHRORT'MA OZ6]5 AL1/1.1iNU1'1 GUTTER .-. _ - -.-LVL HEADER .- -.__- _ - -__.-.-.-.- �,- _ _ Ism1362-2na 15oa13Ez-seo2 TOP OF RATE TOP OF PLATE - -.- - _ - _ -._. IX SOFFIT W/VENT- - \ `ry 2x.CEILING JOISTS 3-1 HEAD 1/4• 2x WIND BLOCKS NOROTN5 pEl0�*COMCAST.NET IX FRIEZE �'�.' ❑Ly `0 I6•D.C. IG LVL HEADER I/2'GYPSUEI BETWEEN RAFTERS, TYP. 3-2x6 HEADER W/1/2' OE ^ 3-1 3/4•x 9 1/2' LVL `AVER Ix3 PUKING\ COX FLITCH PLATES H �13/�H/ �2"GYPSUM ON Ix3 HEADER GGM 0 ue O.C. art" © A.4 STRUCTURAL ENGINEER: 3-1�/ -��/ C 3-1 3/4'x9 1/4' O i 12 LVL HEADER 4' OR 3-1 3/4"1/4' LVL 2-I 3/ LVL HEADER 12 � I BLACKING NDER h PINE ENCA�` ` INSULATION PER CODE,TTPC FLUSH INSULATION PER CODE,TYP. 2-ab TIES P MIN.)CLEAR AIR,TYP DORMER I'(MIH.)CLEAR AIR,TYP TOP OF SURFER. t2 7t - TOP of PLATE NEW 211d*•Ic•o.c. _ - -.- - - - - _ _ rOP OF NEW 2L11Yb 0 k• IX SOFFIT W/VENT - - - IX SOFFIT W/VENT pp Cr,pIX FRIEZE BEDROOM ® ING RM. N FRIEZE -{ m -= N TS W ,� CONTRACTOR TO DISCUSS 3-I 3/4'x9 I/4' LVL TS TO Vj . f7'1�U'L I BETWEEN F 2-I HEAD R SISTER FRAMING NEW 2x6 BLACKING UNDER B BETWEEN 2-I MEAD R 4'x9 I •LVL*W/ LVL HEADER LVL HEADER 2 BOLTS o 5 r KA L EXISTING FRAMING2x4 EJCTERE DLIRI'1ER WALL I 449 I • LVLe S OWNER PRIOR TO THE 2 U BOWS 5 = A.4 ^ CONSTRUCTION, TYPICAL 4 A.4 BATH LIVING RM. , Ix DECKING ON P.T. o z A.4 _ .� 1. DECKING ON P.T. o= TCP of SUBFLR_�20.dS y/ DECK FRAME TOP OF SUBFLR.0 20A'3 - _ _ II�i1MT1ON PER CODE DECK FRAME - - C NCE TOP OF PLATE TOP OF RATE -.-.-.-.-._. -.-.-.-.-. �.- 879 CRAIGVILLE BEACH RD. 2-3 In'x1I 71W 2-3 1/2•.11 7/B• FLU S"BET AM \ 2-3 In'x11 Ire• 2- 3 1/2'xll 7/8• \ CENTERVILLE,MA. LVL DROPPED BEAM ff DROPPED BEAM-' LVL DROPPED BEAM VL DROPPED BEAM 2L10 P.T.LEDGER 2.10 P.T. LEDGER 4 w/2)%' DIA w/2)% DLA. ._.-.-A.4 -- -.L6G- --0.C...- - -._ B.F.E_E1 K.d-.- -. -. - - - -.-._.-. -. .- - _.- -BREAKAWAY WALL q E BREAKAWAY wA,LL m -�ERMFAD DOOR _.SAG BOLL)6�o.c m SEE A/A6 FOR ARfkG TITLE: DETAILS, TYP. 6 .R TOP PANEL BUILDING a colAc. Rro+SLAB V4•PER FOOr 4 MIL V A SECTIONS 6 MIL V ARDER TO/ WARDS DOOR 6 RDER TOP OF SLAB TOP OF SLAB .. ' I ':.•_,. .:-I I I�IL9BI IL- 1 ...1._ SCALE:1/8"=,,-0" I 1 1 6'COMPACTED FILL I I I EXPANSION JOINT b'COMPACTED FILL 1 1 I I 1 I - I I - I I i 0 1 2. 4 8 P`4 i i i i PROJECT#: SHEET ------ ------ ------ -- ------- --- - --- ----- ---- - ----- -- ,7.,, A.3 BdrTa,OFFTG. .- - -- - - - - - -_ -'_ - _ - _.- _-- -.- - BOTTgIOFFTG. --'- - - - -- - - - - -- - - - - - - -'- -. ._ C BUILDING SECTION BUILDING SECTION DATE: OF FOR CONSTRUCTION /17/17 9 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16•'O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - SHINGLE RIDGE CAP BE 2x4 @ 16"O.C.UNLESS ASPHALT ROOF SHINGLES . OTHERWISE NOTED. ROLL VFM MATCH EXISTING SIDING SEE ELEVATION 3.CONTRACTOR SHALL VERIFY 15n FELT PAPER 2- 1 3/4'x 14'LVL r�.CDX SHEATHING ALL WINDOW ROUGH OPENINGS •COX PLYWODD� PRIOR TO ORDERING WINDOWS. 5/5 'TYVEK' HOUSEYIRAP RAFTER VENT WHERE INSUL. 4.CONTRACTOR SHALL VERIFY (MIN. I•CLEAR AIR) 12 12 ALL DIMENSIONS PRIOR TO k'COX PLYWOOD 7t CONSTRUCTION. CONTRACTOR 200 RAFTERS f 16•o.c. 7t ASSUMES RESPONSIBILITY FOR IN51JLATION PER CODE ANY MISSING OR INCORRECT 2x6 f 16.O.C. DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE WATER INSULATION PER CODE ICE CARRRYDUP 33'-0' FROMIER FAVE MEMBRANE DESIGNER. 6 MIL, POLY VAPOR BARRIER AL. DRIP EDGE OVER ICE 4 WATER BARRIER 'G.W.B. ALUMIN.GUTTER INSULATION PER CODE CORA-VENT STRIP VENT •C�YIB,o/SKIn coAT PLASTER NO. REVISION DATE ON hr STRAPPING f 16,D.C. BED MOLDING r,,�TYPICAL RIDGE VENT DETAIL IX FRIEZE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES L SCALE 1-1/2' - 1'-0' SIDING COPYRIGHTTS COMMON LAW I TY�P I EA L2�WALL DETAIL THESE PLANS ARE NOT TO TYP. WALL REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN 3 TYPICAL EAVE DETAIL PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: COORDINATE DIMENSION W/ DOOR LOCATION COMPOSITE DECKING GARAGE DOOR STAINLESS STEEL 2'-fY Ell JOIST HANGERS I 'x11�4Y,' DESIGNER: NORTHSIDE 3-P.T, 2,10 GALV.ANGLE w/U4 JOIST P.T.DECK FLUSH OUT - ANCHORS•3'-O'• ® DESIGN JOIST 16'o.c. OUT BLOCK FROM BEAM 6'APRON, THICKEN D.C.MAX. TO EXTEND SKIRT BD. TO B'f DOOR WWM 2.1 X 2.1 -GXG ASSOCIATES PAST CONCRETE PIER OPENING, TYPICAL TOP 1/3 OF SLAB BLOCK W/P.T.PLYWOOD 20 E5 REBAR DISTINRIVE RESIDENTIAL 8 COMMERCIAL DESIGN 51MP50N ABL"Z CONT,f 14I MAIN STREET'YARMOUTHPORT•MA 02675 PERIMETER ISWI362-22E0 1508)362-9802 E 11 I 11 NORTHSIDEDESIGN.COM NORTHSIDEI.COMGST.NET TYPICAL EXTERIOR I I I I' I,I a � - e da � - v WALL CONSTRUCTION Ild II II ° NEW 9 I/2'TJI FLOOR 1 .° -d da JOISTS•16'o.c.SISTER .A STRUCTURAL ENGINEER: FRAMED WITH EXIST 2x8'e f N LI '.I I. °� ° o .� Ib'o.c.CONTRACTOR TO r9 °� 'a< --,: DROPPED EDGE GRADE TAY LO R ALUMINUM FLASHING VERIFY i CONTACT BEAM ARCHITECT ABOUT THE I'-4' LLC EXISTING CONDITIONS 2.10 P.T. LEDGER ALTERNATE CONNECTION / .. °- w/2)%' DIA. WHERE ND FOST LOCATED 6'COMP. FILL) P: BOLTS 16,15TAINLE55 STEELC a°o \\\/\\\//\\///\\�\\/� T J015T HANGERS COMPOSITE DECKING STAINLESS STEEL JOIST HANGERS - �DROPPED 'EDGED GRADE BEAM, 2x10 P.T.DECK B'x4B'w/#5 TIB RUN BETWEEN JOIST Ib'o.c. PIERS, TYPICAL PROVIDE 1 LAYER 5/8' _ 3-P.T,2,10 ° a5 BARS TOP 4 BOTTOM DOWEL INTO ""'PVE CE TYPE'X'FIRECODE FLUSH BEAM ENTIRE GARAGE 0 CEILING 2x10 P.T. DECK CONCRETE PILES 2-3 1/2'x11 7/8' JOIST 16,o.c. BLOCK OUT FROM BEAM 10• 83 I'-6• 87 A GVILLE BEACH RD. LVL DROPPED BEAM TO EXTEND SKIRT BD. CENTERVILLE,MA. BOLTS'MIN., LAG PAST CONCRETE PIER BOLTS MIN., TYPICAL STAINLESS STEEL 7 BLOCK w/P.T.PLYWOOD . 1/4'x1O'D.BEAM PLATE SIMPSON ABL"Z d ° .md 1 d I I I I l l', d I A ILA al41 8 .11 II I - 'd' 11II LA .II I e .II II11 II'aii it - ° _.a'. TITLE: 114 II II c 3 d .. ' A BUILDING a, d 1 'it d I I.° .1 1 I e I Q - II° d ° DETAILS b'I I 1 1 4 I I 119 ° ° - _ ° SCALE:1/8"=1,_D. d.'.< .a d °' 2'MIN.COVER FOR O '�� . d.e _ 3-7g TIES f 12' o.c., TYPICAL �TYPICAL DECK LEDGER �c�TYPICAL DECK HEADER CONNECTION d PROJECT n: SHEET `t SCALE 1-1/2' - 1'-O' J SCALE 1-1/2' - 1'-0' 1 17-11 AA FOR CONSTRUCTION GARAGE APRON DETAIL DATE: OF SCALE 1-1/2' = P-D' 11/27/17 9 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. RAFTER 0 IV 2.ALL INTERIOR WALLS SHALL O.C. BE 2x4 @ 16"O.C-UNLESS OTHERWISE NOTED. 2.6 DBL.TOP 3.CONTRACTOR SHALL VERIFY c u - PLATE ALL WNDOW ROUGH OPENINGS ap° 142.5 0 EA. - IMIPEION 5P6 RAFTER PRIOR TO ORDERING WINDOWS. (20 GA) 4.CONTRACTOR SHALL VERIFY TOP PLATE ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. HEADER RAFTER TO PLATE CONNECTION ILL WT. STUDS HDR UPLIFT SCALE: N.T.S. JACK STRAP sruDs WINDOW SILL PLATE NO. REVISION DATE O COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW DIST END �STRARAP'�D THESE COPYRIGHT- DISTANCE ?rZ14LUMBERARE,11LOCATED THESE PLANS ARE NOT TO BE LSTA 0 EACH RAFTER REPRODUCED.CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST RIDGE BEAM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. NOTEI RIDGE STRAPSARE NOiREQUIRED WHEN COLLAR TIES OF NOMINAL 1.6 OR IN THE UPPER THRD OF THE ATTIC 5PPACE AND STUDS AND HEADERS ATTACHED TO RAFTERS USING (5)10D NABS 0 SCALE: N.T.S. EACH END DESIGNER: NORTHSIDE RIDGE BAND STRAP ® DESIGN SCALE:N.T.S. ASSOCIATES DISTINCTIVE RESIDENTIAL S COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPOR7-MA 02675 (S.)362-2230 ISM)362-9802 JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING NORTHSIDEDESIGN.COM COMMON NAILS BOX NAILS . NORTHSIDE 3@COMCAST.NET ROOF FRAMING STRUCTURAL ENGINEER: BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-W EACH END TAYLOR RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END Of LLC WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) 146 16d 24'O.C.ALONG EDGES r FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-W PER JOIST BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-I0d EACH END - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK D LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAMI(TOE NAILED) 3-86 3-IOd PER JOIST I BAND JOIST TO JOIST(END NAILED) 3-16e 4-16d PER JOIST DENCE BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-i6D 3-16d PER FOOT ROOF SHEATHING 879 CRAIGVILLE BEACH RD. CENTERVILLE,MA. WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Bd IOd 6'EDGE/6' FIELD RAFTERS OR TRUSSES SPACED OVER 16'O.C. Bd lad 4'EDGE/&'FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6'EDGE/6'FIELD GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL Ed IOd 6'EDGE/6'FIELD TITLE: OUTLOOKER.S GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4' EDGE/4'FIELD BUILDING CEILING SHEATHING DETAILS GYPSUM WALLBOARD 5d COOLERS - 7'EDGE/10' FIELD WALL SHEATHING SCALE:1/8"=V-0" NOTE: CONTRACTOR SHALL SITE INSPECT ALL WOOD STRUCTURAL PANELS 0 1 2 4 8 STUDS SPACED UP TO 24'O.C. 8d IOd 6'EDGE/12' FIELD EXISTING VS. PROPOSED CONDITIONS PRIOR TO J� AND 2W FIBERBOARD PANELS 8d - 3' EDGE/6'FIELD AND DURING CONSTRUCTION AND NOTIFY 'GYPSUM WALLBOARD 5d COOLERS - 7'EDGEAW FIELD DESIGNER OF ANY DESCREPANCIES AND/OR PROJECT#: SHEET FLOOR SHEATHING CHANGES THAT MAY BE ENCOUNTERED 17-11 A.5 i'of STRUCTURAL-F5 PANELS Bd IOd 6'EDGE/1' FIELD FOR CONSTRUCTION DATE: OF GREATER THAN P 10d I6d 6'EDGE/6'FIELD 11/27/17 GENERAL NOTES WALLS DESIGNED TO IAW FEMA-55 3RD 1.ALL EXTERIOR WALLS SHALL EDITION AND FIA 5-•3 FREE OF - OBSTRUCTION REOUIREMENTSWITN THE BE 2x6 1 O.C.UNLESS 5PECIFICED FASTENING SCHEDULES FROM OTHERWISE ISEE NOTED. TABLES A-10 4 A-11, FEMA -55, FEB 86 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. RIM JOIST, LSL BLOCKING 0 MID-SPAN 3.CONTRACTOR SHALL VERIFY TOP OF 5UBFLR. _ _ ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 2- 3 1/2'.11 7/5'P.T. ' DIMENSIONS NOT BROUGHT TO PARALLAM DROPPED THE ATTENTION OF THE BEAM TYPICAL BOTTOM OF BEAT DESIGNER. STOP EXT.SHEATHING 2,4 P.T.NAILER AT BREAKAWAY WALL PLATE PERMANENTLY n FASTENED TO BEAM H (I LOWEST MEMBER _ H n n rl U II ELEVATION-20.25'AT BACK SLIDING GLASS n u n u .la. pil DOOR HEADER , II II II IP II II - II S it n n EACH BREAKAWAY PANEL " NO. REVISION DATE u n n GETS SEA 16D NAILS TOP <Qtl li n. AND BOTTOM AND 3 FA I&D ' I it II II NAILS EACH 51DE- TOTAL ib dl, .11 © COPYRIGHT II 16 NAILS NORTHSIDE HEREBY EXPRESSLY 11 I n 2x4 P.T. STUDS 24• II ..II.. jp RESERVES ITS COMMON LAW II II n D.C.TOE NAILED TO II II: „ COPYRIGHT. u II a 2.4 P.T. NAILER LI,?° II ,I TOP/BTM. I pl THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR 'I COPIED IN ANY FORM OR MANNER PROVIDE GAP I' BETWEEN BLOCKING u u o il'. °11 I' WHATSOEVER WITHOUT FIRST _ _ _ _ _ _ it._I 11°- _ _ _ B.F.E_EL_I5.0' OBTAINING THE EXPRESS WRITTEN AND BREAKAWAY WALL H 11 �!a ,y PERMISSION AND CONSENT OF II I_ 8-#8 VERTICAL, NORTHSIDE DESIGN ASSOCIATES. u u u Ibkl6'CONCRETE PIER EXTEI SHEA.1ING 3,II. 1d; �.13,. BUILDER: n n BEY041) II n u t Ii PROVIDE 2, II u n h BLOCKING AT PIERS II II II 11 j1 II II II 11 4 , II' AS NEEDED 11 II II Ir IIOe it - CONTINUE EXT. SHEATHING PAST 2x4 P.T.SLEEPER II II II < 11 Qj a 4'CONK.SLAG ON BREAKAWAY WALL TO PERMANENTLY II. II. 6 MIL VAPOR RETARDER PERMANENT NAILER u ;°I I'. - WITHOUT ATTACHING FASTENED TO SLAB n II II n II ^� WWM 2.1 X 2.1 - 6X6 w/V11LT1 12-4-12-K13-111 u I n f I1 II II TOP of SLAB wwn 2.1 X 2.1 - 6X6 TOP SLAB { ^ DESIGNER: NORTHSIDE c 4—'►" - - I. a` - 4 - a 'v n ia: I,i° . `°t— —>�t'. DESIGN I 4'CONC.SLAB ON — WRAP TO BAR I 6 MIL VAPOR 1'-4' ° II ASSOCIATES u ° e ILRETARDER il A -I I- I I DISTINCTIVE RESIDENTIAL&COMMEROAL DESIGN 1t5 BAR DOWEL INTO i 11 II 141 MAIN STREET'YARMOMHPORT-MA D26J5 d CONCRETE PIERS (508)362-22E0 ISM)362-9802 i Z NORTHSIDEDESIGN.COM - DROPPED EDGED NORTHSIDEI�IDCOMCASTNEi GRADE BEAM, _.. 'D II u3 TIES ATAV o.c.W/ 8k48'w/#S TIB DOWELS TO FOOTING RUN BETWEEN fl. .II STRUCTURAL ENGINEER: in PILINGS LOR II ,I n o lo. Il a rll• " . 10. H I LC 05 BAR DOWEL INTO lo' CONCRETE PIERS B R E A K A WAY W A,L L DETAIL I A SCALE: 1" = 1'-0" Bil 4 lie II m C o < II 11 II d G, 4,I II FOOTING W/3- #5 EACH HAY•I2'o.c. W/2' MIN.COVER, TYPICAL , D d IDENCE ° .< PROVIDE I LAYER 5/8' } °9'_y } TYPE'x'FIRECODE GWB 879 CRAIGVIL BEACH RD. ° ENTIRE GARAGE 4 CEILING CENTERVILLE,MA. lV 3'-Ok3'-O•x2'-O'D 5/5' PLYWD.EXTENDED TO 2x4 P.T.NAILER FOOTING W/3-D3 EACH Ix5, P.T.Ixb AZEK CORNER BDS.ON PLATE PERMANENTLY I6•xl6'CONCRETE PIER WAY 0 1—o.c.W/2' 6• 1'-0' I'-0' 6' 3/4'P.T.BLACKING. PLYWD FASTENED TO PIER � W/8-7t8 VERTICAL, 3' MIN.COVER, TYPICAL NOT TO BE FASTENED TO CLEAR TO EL3 TIES, CONCRETE PIER PROVIDE GAP TYPICAL 3'0' BETWEEN BLOCKING 'v TITLE F I AND BREAKAWAY WALL _ BUILDING DETAILS SCALE:1/8"=V-0" Ix5, 1x6 AZEK CORNER BDS. ON 3/4'P.T.BLACKING / � 2,4 P.T.STUDS 24' O.C.TOE NAILED TO 3• 10' 3' , 2x4 P.T.NAILER TOP/BTM. I'-4• PROJECT#: SHEET CONCRETE PIER DETAIL 17-t1 A.6 CORNER BOARD DETAIL B SCALE DATE: OF SCALE: ," = 1'-D.' FOR CONSTRUCTION 11/27/17 9 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL NOTE: CONTRACTOR SHALL SITE INSPECT ALL BE 2x6@16-O.C.UNLESS TYPICAL LVL/GLULAM BOLTING/NAILING EXISTING V5. PROPOSED CONDITIONS PRIOR TO OTHERWISE NOTED. MULTI 13/A11 BEAMS AND DURING CONSTRUCTION AND NOTIFY 2.ALL INTERIOR WALLS SHALL DESIGNER OF ANY DESCREPANCIES AND/OR BE 2x4 @ 16"O.C.UNLESS r CHANGES THAT MAY BE ENCOUNTERED OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 2 PIECES D-4' 2 ROWS OF 16D NAILS•12'O.C. ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 28'-0' -- d 26'-O• 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 24'-0' 4'-0' 2. CONSTRUCTION. CONTRACTOR --=0 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT A 3 PIECES D-4' 2 ROWS OF I/2'DIAM BOLTS O Ir DIMENSIONS NOT BROUGHT TO O.C. A THE ATTENTION OF THE A.4 DESIGNER. A.3 A.3 A.3 r A.4 A.4 A.4 3-2x10 P.T. DROPPED BFlM1 c=E===c2cc = c J NO. REVISION DATE II 2151H Il F. - 10 7. Ir---4 o FLIX 44 F ZAM © COPYRIGHT ' F.T. F— — NORTHSIDE HEREBY EXPRESSLY o II b 15T 16' .C. RESERVES °' II IF___ COPYRIGHT. COMMON LAW THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR II it 5 TJ A II _ II PF T1� - WHATSOEVER WITHOUT FIR COPIED IN ANY FORM OR MAN TNER II T 16'O.0 II in PERMISS ON AND CONSENT O;'D OBTAINING THE EXPRESS FTTEN NORTHSIDE DESIGN ASSOCIATES. �2 3 7 - II " BUILDER: II II II II - II s — II N II I' 2-3 1/2'x 11 7/8' 31EWELL POSTS TOE- 4LVL DROPPED BEAM I FRA ED BETW . Na9 • JI 16' II `Oo2-1 / 2-5/b'TP+Ru BOL DESIGNER: NORTHSIDE c O. 51 v '� T1FLUSii4FRAMED LVL WALL ABOVE STAGGERED ►+/ 1 ii —— —— —— — DESIGN 16' G u II LVL FLUSH 9 Vr POST I II - I I T ® ASSOCIATES 4 2- •II /B' pN. I II �' DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN L - I _ I __ 141 MAIN STREET'YARMOUTHPORT'MA 02675 2-I 3/45F1 V4' I I 16oR1s62-22Eo (SOR)362-9802 LVL FLUSFI Q 1 4 1 I 2 1 3 4' 14' 2-1 3/4'x9 1/4' •" NORTH6IDEDESIGN.COM '! N 4 I I L I LVL FLU514 NORTHSIDEI@COMCATT.NET OESIDENCE INEER: 1 4 1, I R 11 7 1 4' 9 I T. 12 .. 2-1 3/4'x9 114' _ `� LLC p - I P LVL F'LUBN=ER- I mf7jff�!!tH r— 1, IIILVL1 FLU" 9 T3 x1 7 II H I € D 879 CRAIGVILLE BEACH RD. CENTERVILLE,MA. D C B A D C B A A.4 A.4 A.3 A.3 A.3 A.3 NOTE: CONTRACTOR TO VERIFY 4 CONTACT ARCHITECT ABOUT TITLE: THE SIAND PARCINGFLOOR FRAMING PLANS 25'-0' FIRST FLOOR FRAMING DESIGN 15 NEW 9 1/2' TJI I6' o.c.SISTER FRAMED TO EXISTING 2x3'o @ 16'o.c. SCALE:1/8"_,'-0" 0 1 2 4 8 �� FIRST FLOOR FRAMING PLAN �� SECOND FLOOR FRAMING PROJECT III: SHEET SCALE: 1/4" = V-0" N SCALE: 1!4" _ 1'-0' ,7_,1 S.1 FOR CONSTRUCTION DATE: OF 11/27/17 9 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL f BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT W-6' 4'-6• 101-01 4'-6' 4'-6' DIMENSIONS NOT BROUGHT THE ATTENTION OF THE DESIGNER. tT —TT", CBA.3A.3DBL. STUD 3)1 3/'x9 I/2'POCKETS TYP. LVL H NO. REVISION DATE 3-1 3/4"1/2' — — — 1 3/4" 1/4• LVL UNDER LVL UNDER Q COPYRIGHT OOP WALL I I DORMER wAu NORTHSIDE HEREBY EXPRESSLY DN. T 2-2xlae COPYRIGHT. COMMON LAW THESE PLANS ARE NOT TO BE LA I 112 REPRODUCED,CHANGED OR B I '0. I I COPIED IN ANY FORM OR MANNER ROOF BRACING 'x 'R E PITC17 4'O.C. FIRST O O. . C OBTAINING THE EXPRESS WRITTEN �p THO JOIST SPACES I 2-2xla„ WHATSOEVER WITHOUT FIRST OF TYPICAL i 2x6 NAI I OVECRIC FRAME 1O PERMISSION AND CONSENTAT I/ W W NORTHSIDE DESIGN ASSOCIATES. BUILD DOWN EXIST. I IF� �'Ff RAFTERS AS ``S��' J BUILDER: REQUIRED FOR - IINSULATION, TYP. I I - ROOF BRACING 742 G 4'xl 'L TWO JOIST�SPACESPITCH 1.5T12 > CRICKET POE T �' PITCH POST IDG B i TYPICAL a DN. �T I ! POST DN. �i ,l RIDGE III VL3 4 1/2 E"ALLEY- /{ \ 16 — — I - T f 6 &&& a / I ,P m oj�pjTCNPITCH DESIGNER:In NORTHSIDE i1242 DESIGN - 12 RI E I) - 4 1 i PITCN� PITCH ASSOCIATES a I 1 q <SLOPE�E DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 2-2x109 N 141 MAIN STREET'YARMOUTHPORT-MA 02675 I T ROOF BRACING 2x 10 I6.O.C. - Isoel36z-zzlo ISDe)36z-9R02 NOPT 4'O.C.FIRST I H5IDFDESIGN.COM TWO JOIST SPACES NORTHSIDE1000MCAST.NET TYPICAL / I II STRUCTURAL ENGINEER: ROOF PLAN TAYLOR . j OF N LLC POST. 3-2,10 HEADER 5A.3 __ __J� SCALE: 1/8" = 1'-0" DN. SOLID BLOCKING BETWEEN FLOOR ISTD UNDER DORMER C A A.3 A.3 A.3 j TYPICAL LVL/GLULAM BOLTING/NAILING ED 3•-6' la-o• 6'-a e'-6• MULTI 1 3/4„ BEAMS A&L TI IDENCE 2V-O' r - 879 CRAIGVILLE BEACH RD. CENTERVILLE,MA. 2 PIECES D-4• 2 ROWS OF 16D NAILS O 12'O.C. ' 0 ROOF FRAMING PLAN „ SCALE: 114' = 1'-0" 2' TITLE FRAMING PLANS 3 PIECES D-4' 2 ROWS OF I/2• DIAM BOLTS f 12.O.C. c_:c 2• SCALE:1/8"=1'-0" 1 NOTE: CONTRACTOR SHALL SITE INSPECT ALL o 1 2 4 8 EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR PROJECT#: SHEET CHANGES THAT MAY BE ENCOUNTERED N 17-11 S.2 FOR CONSTRUCTION DATE: OF 11/27/17 LE GE N D ` SYSTEM DESIGN: SYSTEM PROFILE NOTES , �. :-< 29 EXiSTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED \ �..•T � �. -El. 19.0' ?4'.--W CAST IIIaR (MOT ToECik[T PROVIDE INSPECTION PORT TO CRAOE `� 1 DATUM i5 NAYD. X ! EXIST SPOT FLEV DESIGN FLOW: 3 BEDROOMS O 110 GPD = 330 GPD -INSULATE PIPE WHERE CO�tRS TO amm SEE DETAIL I •' VENT, PERF. i t ABOVE GRADE 4__I RUNS UNDER 2` 2. MUNICIPAL WATER IS-EXISTING ,,,/- --{99}-- PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW 1% S..OPf REOUIREO OVER SYSTEM A� USi HOLE IN EACH ' LITERAL ON TOP TO VENT FEMALE ADAPTOR k THREADED PLUG \ 2.0'! THREADED END CONNECTION 3. MBIIIRIM PIPE PITCH 70 BE j/• PER BOOT. 1 .0' AIR WHILE U f1115 ! I (gB 4 .75' OF COVER 01tR PRf.CA9T J PROPOSED saoT Et. SEPTIC TANK: 330 GPD (2) 680 PROPOSED NEW FLOODZONE-DESIGNED 9.0'-ii.0 j " 40 PVC 4. DESIGN LOAOMK'FOR ALL PROPOSED PRECAST UNITS V °' ,H I TEST HOLE (1) 2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER FOUNDATION (DESIGN BY OTHERS) 2' SCH40 PRESSURE LINE 1 4 e.d ,i`• TO BE AASHO H-2a COMBINATION 1500/1000 OK V--zome ORIN1DEs 75" MIN. �. � .�iorr oe to j ! a. PIPE Jowls To eE MADE wArzRncHT .r- �� E3 2t: SLOPE OF GROUND LEACHING: B.aB _ �o_ e\` 1. CONSTRUCTION DETAILS TO BE W ACCORDANCE WITH ! i ?a00 C/l -- _ 310 CMR 15.00o(TITLE 5.) UTILITY POLE 330 GPO / (.74) a 448 SF REQUIRED 10' SEPTIC TANK/ 2' •IVE1T15 LEVEL AT 7. d ' B.10' TEE PUMP CHAMBER �BOTiOw LEVEL, AT EL 7.33 7 THIS PLAN IS FOR PROPOSED W w ONLY AND NOT TO 15' X 30' 7 450 SF OK COMBINATION 2' CENTRAL FED MANIFOLD BE USED FOR LOT LINE STAKING OR ANY OTHER 4 FIRE HYDRANT PITCH TO DRAM BACK TO ALL 450 SF X .74 333 GPD OK SEE DE1AA. BELOW PUMP CHAMBER- NO LOW SPOTS. ENDS 5.93' PURPOSE. •�, NQ cktt NLtLte Nord KAT AT�tAR~�� USE A 15' X 30' LEACHING FIELD _ PIPE FOR SEPTIC SYSTEM SCH. 40-4' PVC. FO� y s PRESSURE DOSED WITH 2.0' LATERALS WITH -' 3/4• TO 1 1/2' DOLOLL WASHED STONE J 'THE INSTALLER SHALL VERIFY THE '°��_!�' "+'°''•:'7%t=.`''�'rtEn�:%;�.:�:s4 9. COMPOMENTS NOT TO BE BACKFIUED OR CONCEALED 1/4' SHIELDED ORIFICES AT 5' O.C. WITHOUT INSPECTION BY BOARD OF HEALTH AND -...__. LOCATIONS OF ALL UTILITIES AND ALL `•TSKIlgED STONE OR wEclwMcr�L BUILDING SEWER OUTLETS AND -- OOM"CTIOR. (15.221 121) PERWSSON OBTAINED FROM BOARD OF HEALTH. ELEVATIONS PRIOR TO INSTALLING ANY 12.58, W I-t A�1 10. CONTRACTOR SHAU BE RESPONSIBLE FOR CAUMO LOCUS MAP PORTION OF SEPTIC SYSTEM H-20 USE NUN MGM WATER 010SAfE (1-BBB-344-7233) AND VERIFYINO THE SEPTIC TANK LOCATION OF ALL t OVERHEAD UTILITIES NOT TO SCALE MA FOUNDATION- 13' -PUMP CHAMBER "- 30' LEACHING MisL�iNT�C[D)T�tLY PRTOR TO COMMENCEMENT OF WORK. APPROVED DATE 80ARD Of HEALTH FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SMALL BE ASSESSORS MAP 225 PARCEL 30 REMOVED V BENEATH AM AROUND THE PROPOSED LEACHING FACIUTY. LOCUS IS WITHIN FEMA FLOOD ZONE 12. EMIMW LEACHING FACILITY SHALL BE PUMPED AND VE EL, 15.0' AS SHOWN WM OR PUMPED AND FILLED WITH CLEAN SAND. ON COMMUNITY PANEL /25001CO564J MANHOLE COVER t DATED 7/16/2014 }� `k 11 FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS, MORTAR ALL COMPONENTS (TYP.) M� T "'�..:� �`Ll 1 T j X SITE IS LOCATED WITHIN A COASTAL DUNE 24' L0. PRECAST CONC. RISER AS RED. - _ � _#`t 4'0 PRECAST DONUT 1" OVER FIELD \ L / '� VARIANCE 21ANCE REQUESTED: ZOt�NG SUINAAARY �4• THICK 4000 PSI CONC. W/WWF ' .. i8'r OBSERVATION HOLE W CiR. ���\ �% � _ _ LEACHING FIELD • (1): INSTALLATION OF A SEPTIC TANK IN A - -`� .?O VELOCITY ZONE ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT 12' PERF HOPE `/ _ BENCHMARK: D REQUIRED EXISTING PROPOSED PUMP OUI WELL MAC NAIL UNDER TOWN OF BARNSTABLE SECTION 380-2: 0 S.F. 10,690 S.F. .8 20 S.F.1 109 , MIN. LOT S12E 67 TO SAND AT BOTTOM L F ' ' .8.82 NAV088 INSTALLATION OF SEPTIC SYSTEM IN SHIFTING SAND MIN. LOT FRONTAGE 87 10. 9 52,97 NVSPE�TION PORT DETAIN.. ' Z MIN. FRONT SETBACK 20' 15.9' 15.9' NOT TO SCALE S 29j,0 MIN. SIDE SETBACK 15' 5.1' 5.5' of AAbA MIN. REAR SETBACK 15' 212.9' 212.9' COASTAL DUNE R 46 += MAX. BUILDING COVERAGE 2,104 S.F. 984 S.F. 640 S.F. TO PAVE/SLOG ►D.p 4. SITE IS LOCATED WITHIN THE CRAIGVILLE BEACH NEIGHBORHOOD OVERLAY l 3 �o f' SITE IS LOCATED WITHIN THE AQUIFER 4 pm PROTECTION OVERLAY DISTRICT 1RIIAF1 110N NOMUpIIEN FILTER f �k/ _. ._ 01K11A x r .. ..... OVER rASNED STONE MA► �2y AARROcc(� - sTl .._. CIMINSAANPCILAr Mf£ Assoc. 5,T c'OLLIHc 3 2.0• UT�N. TION 3IN PROSf1ECt AVE -- CW r ORIFICES R S"mm 3 4'TO 1-1 2' TERVILLL MA 02432 / COMPACTED CLEAN M SAN�FRL ONLY. -- CR033 CTlON LEACH K3 FEUD Dy �Ep y _.-- ----- - PIW.'VEMt.WITH CHARCOAL FILTER j TH I 41TOro' w` ..� L ; Or I-, tX7N1RAC1WIR w 2.0 SCH-40 PVC tATERK CONSULTATQ!) a �... 70 / f'4 - 35 50 Te - ._. /m • < CAPACITY -- GPM 1 1- PUMP CURVE FOR MYERS ORENOD SY>TTEMM INC O� � `��,'r,:., o'E��-9W .\� COASTAL OUNE SRM4 4/10 HP PUMP 24 REG. '� /� loft, AREA _ 4r N DUNE fit' ELEV. ELEV. GRASS 71. / PRCIVM THRUST.BLOCKS AT ALL L t.��y1 1/4 S' O.C. _� AREA '�- ANGLES AND BEND! ,QQ 9.5'yyN�I�App �~ EXACT DIWA0MtR HOLES Bro[l.D r "'- SHOULD BE SHOP DRILLED WITH COASTAL A DRLLL PRESS TO ENSURE OUNE UNIFORMITY REMOVE BURRS DRAWW LOTS I PRIOR TO PLACING PIPEMAP. �D DET,AIN�. .++ n � ,25 PARCEL ost pERC OWIMTEST HOLE LOGS y N , NOT To SCALE r C C DANIEL E. GONSALVES, SE t3587 ENGINEER: _ _ d. WITNESS. DAVID STANTON, RS MS MS DATE:._11/23/15 PERC. RATE < 2 MIN/INCH ACCESS FOR ROUTINE MAINTENANCE 10YR 7/4 t 0YR 7/4 CAS 1 SOILS pi 14897 MUST BE PROVIDED FOR ZABEL FILTER. 24•0 H-20 CAST IRON INSTALLER MUST FOLLOW ALL COVERS TO GRADE MANUFACTURER'S SPECIFICATIONS FOR 630 GAL RESERVE PROPER FILTER INSTALLATION ALARM AND CONTROL PANEL io TO BE INSTALLED INSIDE BUILDNQ ALARM TO BE ON INV. IN 8.10' 132• -1.5' 132• SEPARATE -1'S• TITLE 5 SITE PLAN SEPARATE CIRCUIT FROM PUMP RE LINE 2ABEL FILTER--- TO9AIN BACK NO GROUNDWATER ENCOUNTERED FLOAT SWATCH ALARM ON (AIOO) 19'TEE WEEP SLOPE SETT{NGS. OUTLET TEE W/EXTENSION MOLE , OF PUMP ON 1667 GAL THIS SIDE CHECK VALVE !' WORKING RANGE 6• OF BAfTTt.E r #879 CRAIGVILLE BEACH ROAD MYERS SRM 4IBL PUMP OFF----- 12 SB' T SYSRS(OR EQUAL;P PUMP , CENTERVILLE, MA 4 DOSES PER DAY, AT 110 GAL. PER a000 (ON BLOCK) , DOSE (5' WORKING RANGE) BAFFLE 1'i A ^ / PREPARED FOR 0• 2500 GAL, SEPTIC TANK/PUMP CHAMBER COMBINATION T UCKE' THOMAS POTI (NOT TO SCALE) � SO j j�T V�'r D DATE: DUNE 27, 2016 off508-362-4541 10 OF 41,k, :N Or Lys fax 508-362-BBBO UANIEL Aj,, DANIEI .doWr.COp�.COm DCIVIL T• O.40 AI+� wo sm A NO 4OD90 �,1 �! = 20 °oF�p, , P A dY .�� Bond suC/V// 0/>9/e oorS SCoifr 1" suave 939 Moln street ( Rte 6A) DICE #1 -.321 DATE OANIEL A. OJALA, P.E., P.L.S. 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