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HomeMy WebLinkAbout0043 ACORN DRIVE l i0 J o �I �I i Z' 4 No 63LOR S-401 � HASTINgS: Q9N `n+ Town of Barnstable Building • �. Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept eax.�'siesL6. � ..� Posted Until Final Inspection Has Been Made. Permit ies� ` Ma+' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-972 Applicant Name: john goodrich Approvals Date Issued: 04/08/2020 Current Use: Structure Permit Type: Building-Deck Expiration Date: 10/08/2020 Foundation: Location: 43 ACORN DRIVE,WEST BARNSTABLE Map/Lot: 216-010 Zoning District: RF Sheathing: Owner on Record: PYE,JUNE A TR Contractor Name: JJO,HN A GOODRICH Framing: 1 Address: 43 ACORN DRIVE Contractor License: CS'1�02459 2 WEST BARNSTABLE, MA 02668 Est. Pro ect Cost: $ 1,000.00 Chimney: Description: Increase size of approved 48 deck\landing to 10x14 deck Permit Fee: $ 145.00 UPGRADE smoke and co detectors in house,add heat detector as Insulation: Fee Paid: $ 145.00 shown on original permit plan Final: Date: 4/8/2020 Project Review Req: / � 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 within six 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 for,public 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 permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 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: �Cr. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT _ Town of Barnstable_ _ a Building ..�..,.._x. �_ BLAAN�� Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 9 MASS. +Posted Until Final Inspection Has Been Made. Permit 1639 l0 r+�al° #Wheiia Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-1664 Applicant Name: Monomoy Builders LLC Approvals Date Issued: 10/29/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/29/2020 Foundation: Location: 43 ACORN DRIVE,WEST BARNSTABLE Map/Lot: 216-010 Zoning District: RF Sheathing: Owner on Record: PYE,JUNE A TR Contractor Name: JOHN A GOODRICH Framing: 1 Address: 43 ACORN DRIVE Contractor License: CS-102459 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $55,000.00 Chimney: Description: add 11x14 mudroom with attached 16x24 single car garage.front Permit Fee: $330.50 and rear platfoms/porch/deck. reroof existing house while working Insulation: eK Fee Paid: $330.50 on addtion Final: Date: 10/29/2019 Project Review Req: �CJs+scrn � — 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 within six 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 for.public 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 permit. Minimum of Five Call Inspections Required for All Construction Work:' Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 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 s. t ~O Application Number... :�./.��,..�. .[�.i(l. 14 rnn * > M � d Permit Fee...........33.Q.4. (.J Other Fee........................ \ �0 big Total Fee Paid...............................................................f, ...... a�0 O � TOWN OF B ARLE °� Permit Approval by..aB.................on....Y".... ..1.. �j BUILDING PER1&T 6.10 ' Map............�1..�............Parcel..............6.. 0................... F APPLICATION Section 1 — Owner's Information and Project Location - Project Address Village Owners Name Owners Legal Address �z 3 City l k - riv State Zip - Owners Cell# E-mail Section 2 -Use of Structure Use Croup ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 - Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify Section 4 - Work Description r a i Last updated: l 1/152018 ' T Application Number...................:................................. Section 5—Detail Cost of Proposed Construction 3"� ) Square Footage of Project, Age,of Structure ,��)�r= Dig Safe Number, #Of Bedrooms Existing Total#Of Bedrooms (proposed): 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Iqd Z p C I Section 6—Project Specifics ❑'Wiring ❑ Oil Tank Storage []-Simoke Detectors ®'Plumbing ❑ Gas ❑ Fire Suppression 12�Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public Private Sewage Disposal '❑ Municipal 9'6n Site Historic District ❑ Hyannis Historic District [add Kings Highway Debris Disposal Facility: ��;�f,� /r� « I am using a crane ❑ Yes QNo Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage,,Percentage of Lot Coverage M #of Dwelling Units (on site)_ Setbacks Front Yard Required_y Proposed Rear Yard Required Proposed i Side Yard Required _ Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: 11/152018 Application Number........................................... Section 9= Construction Supervisor Name Telephone Number 7 2y 7?62 1�1 y� Address Pj,&:14 -7Z City State Zip License Number y j1)-2 L/ License Type Expiration Date Contractors Email Cell # 7�?�(�l ,r I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR d the Town 9f Barnstable.Attach a copy of your license. Signature Date �f Section 10—Home Improvement Contractor I Name _ L Telephone Number 7?4 7�� 42VJ— Address City� dam,,,, State XA Zip Registration Number Expiration Date A— I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR d the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature ( Dated f ,1 Print Name- �& Telephone Number 747 " E-mail permit to: �/c� 4- /An&i.� ��,����5 r �C) 1 Last updated: 11/15R018 � i I Section 12—Department Sign-Offs i Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ +; For commercial work,please take your plans directly to the fire department for approval J Section 13— Owner's Authorization 1 � 9 I, JUG , as Owner of the subject property hereby authorize o�44XddQ jt to act on my behalf, in all matters relative to work au9thorii ed by this building permit application for: (Address of job) 5-2-19 Si a e of Own r date 1 Print Name • 1 .a r i �1 3 d Last updated: 11/15/2018 i • • =11 gin No 1 IN s Ni �iei oii Nunn No HE MEMMEME M MEMME ENO mommoom ME MENEMMMEMEMM MMMMMMMMiMMMM M mom NMI 00 NNE M NMI III 0 M MMI IWOMMEMEME 0 MMMMMMMMIMMMMMMMU mommommimomi IN ow IN No MMENNUME MOMME mommimmommolmomon No MMWMMIMM ��.�5��OMENS ......mom EMMEMMEMEMEM NONE MEMEM MEMEMM MOEN U.................=.�C=.=. ei=i i■=iCs■ �i'�iiiii�i�'ii�i�iiii�siiii� ":C"C Bowers, Edwin From: Bowers, Edwin Sent: Monday, October 28, 2019 12:06 PM To: john@monomoybuilders.com' Subject: Permit/Application:TB-19-1664 at 43 ACORN DRIVE, WEST BARNSTABLE for Building - Addition/Alteration - Residential This letter is in response to application number B-19-1664. Your application is denied as submitted for the-_ following reasons: 1) Incomplete construction documents as required by Chapter 1 Section 107.1 of the 2015 IRC (gth edition 780CMR) You must submit certified Plot plan. 2) Incomplete construction documents as required by Appendix J Section AJ 102.3.3 of the 2015 IRC (9th edition 780CMR) You must submit Complete Floorplans Showing all floors including basement and use of all rooms with proposed life safety devices. And, if aggrieved by this notice; _to show cause to why you should not be required to do so, you may file a Notice of Appeal (specifying the grounds thereof) with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Edwin E Bowers Local Inspector Edwin.bowersCa@town.barnstable.ma.us (508) 862-4025 1 Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,MA.02630-1529 residential Phone 508446-1042 heavy timber PajIka],SpiVnsonStraejuraLcom f— 4ble 61, . 1t.fC _J.......... ................ .......... ............. F j ........... .................. bp......... i 7 ZP,1' 3 '1.............i...... o AA70 A! t,4 it',............. t -..;- ..r V T........... . ......... .......... . ....................... J 04 .4 .64 1. . ... ............. .......... .4 su.sp .......... ............ ..!........... .......... ".A........................................ • 41 J" 14L Atp ............ WA Z 4 1 .....5A • fA ........... iAA . .. ... ........... .... ...... ................ .. ... ........... ........... ................. V.................... J ............... ..........+ ...... .... ..............1............................ .......... ......... ............ ........................ ;............. .......... A ............. ........... 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SLIDER WIABU66 TO 70"0 SONOTU 3E 4B"BELOW AVERAGE GRAD (TYP.) W ` DROP WALL: Prc'e!x.Title: O1 AT DOOR. 41 CU<lJENJAGCESS !� 8"WD POURED CONC. U.o TO CRAWL SPACE ! 1 n ti 14'-COfJC.SIAB(3000 psi) t I FROST WALL x 4'-0" 1 - O ON 10 MIL VAPOR BARRIER o ;; ; BELOW GRADE(MIN.) j O o 6"COMPACTED GRAVEL, I ON 10"DP x N"WD CONC.r 7 ON UNDISTURBED SOIL i o 2'-0" z >'•� G a O I 1 t - -'- --- - - -- —J : x 4"REINFORCED POURED CONC SLAB i t c 1 03.18.19 426J6 psi)ON 10 MIL VAPOR BARRIER ON Revision Date: i 16"OF COMPACTED GRAVEL t a j PITCH SLAB TO DOOR t I I i 4' I y I i F i I D—bg Mile: J ° I Z I � 1 � O ;t d s I oa _DROP I AL. — —— — AT DOOR —— — O-r Ln S-1.0 7 OF12 6x6 POST ATTACHED W/ABU66 TO iG°dJ SONOTUBE W/LEDGER&HANGERS STEP F 'r 48°BELOW AVERAGE GRADE(TYP.) a' S } a } • C� DOUBLE FLUSH BEAM Pro ea Tide: m in LU tcl � Zx /OI C 116° .0 U Q W/ U LO KIN 4 JDS ANS x" O . O vi Z O x O i 2x8 CEDG ER.BOARD A7TACHfO W/ 2 LEDGERLOK PER 16-BAY 03.18,19 2°MIN.WOOD EDGE.DIST.(TYP.) Reatdon Uau: / DOUBLE RUSH BEAM / ------ PT 2x8 @ 16°O:C WI-LEDGER&HANGERS" i i ,� Urmvi Tiile: i z � < ° o N f Dmv No. 7.0.F) 5-1.1 NOT FOR CONSTRUCTION,STRUCTURAL.REVIEW 8 OF 12 ZY70 LEDGER BOARD ATTACHED j 2 LEDGERLOKPER 16-BAY W o' 2'MIN,WOOD EDGE DIST(TYP.) Q HANG RAFTERS WITH JOIST HANGERS •. Bo' Titi,:. 200 RIDGE BEAM M zcn N Ci o u G i w z z O N o O i I In-Date' O 03.18.19 t2 I � Rceis(on.Dau: E �. _ • i Drnw' Thlc: . BLOCKING @ 4'-0"O.G. v FIRST(2)BAYS(TYP.). Z ii O a • G � T . / Drw No. pws 4;�r�wr9 S-t.z NOT FOR CON TRUCTION -STRUCTURAL REVIEW Pa ec • 9. OF. 12, '6 3 • er��eR.rae: 2x LEDGER BD FOR RAFTER"EDlDS 26 RAFTER — LLI W 2x70 RIDGE B RA'r�1 ERS'@;76'O.0 i G 0O W ¢ Z w { I ( 0 O,x J w G OVER FRAME OVERI E -- --- Issue Daie: TOM 8-19 , RcJision Uate:. i RAFTERS @ 76°O:C. 1 f 7j t i i � Urawin Tine: U O { . . Drw No. ' `✓pw5 Q'Itl2ot3 S-1.3 Pa es j NOT FOR CONSTRUCTION-STRUCTURAL'REVIEW 10 OF 12 i z 2 X 6 P.T.SILL WITH SILL SEAL AND 518" Z n I Al D14.ANCHOR BOLTS WITH 3°X 3°X 1/4° I PLATE WASHERS.BOLTS-9"FROM 2xF Y1�5 •16,"o:c, CORNEP.S,42"O:C-MINIMUM OF TWO BOLTS PEP.SILL BLOCK I s . _ Pxo'rnTiue lBtls(D:GStitirG:TD.Ist� B°WD POURED CONC. FROST V✓ALL x4-0" BELOW GRADE(MIN) LQ ON 10"DP r,24°WD CONC.FTG. 7— ON UNDISTURBED SOIL 01 U le 2x RI 9./;(od NAl49 x � 0 O V.. O y N 2:5A LeAk :, T}cpv'uGN F4 u. Ir 11 i2" MAK �. 10 �tys'To FfER y Z 7 a w o x pp N O Lu �V2 " co Q O ti uj Z 03.1.8.19 O LL L., O O co O' --- — ------ -- ----- - — -- -- -- -- -- — —- — —— Dravrin rde:' nz n � O r•0• O N ./ Drw Na ". NOT FOR CONSIRUCLON- TR t T t A REVIEW Pe 11 OE 12 t 2/6 COLLAR TIES 2 CLEAT Mfteti 'FOIL U' r : HWRatgvE n F 1{E t-7xG W m WP4 CEILING I � � Pro ect Tuie: I ...—._.—.,.-..-..�-. u M z N (' 2XIO RIDGE BEAM .2i.4 Yt*y. te'0•c. 3 W RAFTERS x p CROWN MOLDING I I SOFFIT TO MATCN 2-9.5 LA I z O w I j F%ISTING HOUSE 2EAM'W1SINGLE J I - {6/�N✓G JV ISJY TOP PLATE t i �� Gv^ci�vir'rli3 ------ @1Q"O.0 .... ': Iswe Daw 03.18.19 R.vW..Date: r i I T 3 t i Drawing Title: 3 O O O , rnw no. � S-z.t NOT FOR CONSTRUCTION.-STRUCTUR,AL REVIEW 12 OF 12 I Thursday,May 9,2019 at 1:21:29 PM Eastern Daylight Time Subject: Conniff Date: Monday,April 1, 2019 at 4:37:53 PM Eastern Daylight Time V From: Paul Swanson To: john goodrich' OtiO�� Hi John, SO-V: S�.�P� PQ' This thing is such a manageable size that I was able to get the wall bracing to wor out of the IRC and without hold downs in the corners, and that's at 140 mph EYO I only sent you markups for sheets 7-12 because I only have comments on those sheets. have someone coming tomorrow at 2 pm to look at my trimaran to buy it. Positive brainwaves much appreciated! #righteousbucks Paul W. Swanson, P.E. Swanson Structural, Inc. 92 Acre Hill Rd. Barnstable, MA 02630 cell: 508-446-1042 4t i �sy - Page 1 of 1 r REScheck Software Version 4.6.4 Compliance Certificate Project Pye Residence Energy Code: 2015 IECC Location: West Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Orientation: Unspecified Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 43 Acorn Drive John Goodrich W Barnstable, MA Monomoy Builders, LLC P 0 Box 713 Harwich, MA 02645 Compliance: 9.1%Better Than Code Maximum UA: 44 Your UA: 40 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 Gross Area Cavity Cont. Perimeter Ceiling 1:Cathedral Ceiling 150 38.0 0.0 0.027 4 Wall 1:Wood Frame, 16"o.c. 278 21.0 0.0 0.057 12 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 8 0.280 2 Orientation: Unspecified Door 1: Glass 40 0.300 12 Orientation: Unspecified Door 2: Solid 20 0.270 5 Orientation: Unspecified Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 140 30.0 0.0 0.033 5 Compliance Statement: The proposed building design described here is con ' tent with the build' g plans,specifications,and other calculations submitted with the permit application.The proposed building been designed t eet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements s d in the RESc nspection Checklist. Timothy Trott,Summit Insulation Co., Inc. !!5- /U Name-Title SoWure lov Date Project Notes: Prepared by: Summit Insulation Co., Inc. P.O. Box 1337 Harwich, MA 02645 Project Title: Pye Residence Report date: 05/10/19 Data filename: C:\REScheck\2019 Customer File\Misc\Monomoy Builders, LLC\Pye.rck Page 1 of 9 ational Flood Hazard Layer FIRMette 411PIP FEMA140"W"411"' REW 1'52,04"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LA) 0.2%Annual Chance Flood Hazard of 1%annual chance flood with av depth less than one foot or with dr area,of less than one square mile Future Conditions 1%Annual Chance Flood Hazard z-,,x Area with Reduced Flood Risk due OTHER AREAS OF "' Levee.See Notes.zo—x FLOOD HAZARD Area with Flood Risk due to Levee: O SCREEN Area of Minimal Flood Hazard zon Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazar GFNFRAI ---- Channel,Culvert.or Gtorm$ewer STRUCTURES IIIIIII Levee,Dike,or Floodwall e zo.z Cross Sections with 1%Annual Ch: 17.5 Water Surface Elevation e} — — Coastal Transect .. Base Flood Elevation Line(BFE) LIMIT OT STUay Jurisdiction Boundary ----- UtIaStal II'anseCi baseline OTHER _ Profile Baseline FEATURES Hydrographic Feature Uigitdl Udia Available AAAN No Digital Data Available MAP PANELS Unmapped The pin displayed un the reap is an approl point selected by the user and does not re an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This Mal was exported on 5/9/2019 at 2:16:50 PM and does not reflect changes or amendments subsequent to this date and 0 time.The NFHL and effective information may change or w N become superseded by new data over time. .r.o This map image is void if the one or more of the following m 6) elements do not appear:basemap imagery,flood zone label Ir y? �} legend,srale har marl rrpatinn date community Identifiers, FIRM panel number,and FIRM effective date.Map images f( Feet 1:6,000 41°41'25.17"N unmapped and unmodernized areas cannot be used for 09n rnn 1 non 1 I;nn 7 nnn regulatory purposes. r The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations TJ 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization4ndividual):_&40A4o-,/ Q �L;� Address: City/State/Zip: Phone#: -�l ✓ Are you an employer?Check the appropriate box: Type of project(required): 1.[fI am a employer with-(_ 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for mein any capacity.c employees and have workers' t 9. [�l�uilding addition [No workers' comp.insurance comp-insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.� comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such. tr—ontractors that check this box must attached an additional sheet showing the name of the sub-oontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: C �n�„ �� City/State/Zip:l, of lr Cry � c,� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insane coverage verification. I do hereby certify under the paints andpenalties of perjury that the information provided above is true and correct Si mature: l2 ate: Phone#• z:7! -q Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building'Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-fi=ed companies should enter their self-insurance license mmmber on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877 MASSAFE Revised 4-24-07 Fax#617-727-7749 www.maw.gov/dia i MONOBUI-03 AS NZO ACORO° DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 01/11/2019 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 *LOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.- IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy((es)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 endorsements. PRODUCER License#1780862 C TACT nee:certificates@hubinternational.com HUB International New England PHONE FAX 265 Orleans Road Arc N Ext: 508''945=0446 Arc,No).(508 945-9136 North Chatham,MA 02660 E• AIG INSURERS AFFORDING COVERAGE NAIC d INSURER At Selective Insurance Company of America . 12572 INSURED -INSURER a:The Travelers1ndemnIP1 Com an -of America 25666 Monomoy Builders LLC INSURER C': PO BOX 713 INSURER D:' Harwich,MA 02646 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 LTR TYPE OF INSURANCE. DDL SUBR POLICY NUMBER POLICY EFF POLICY EXP, LIMITS' A X COMMERCIAL GENERAL LIABILITY EACH OCCU RENCE 1,000,000 CLAIMS-MADE a OCCUR 2378882' 01/08/2019 01/08/2020 DAM AGE TOR(EaEoNTEEDD � $ 500,000 MED EXP(Anyoneperson) $ 15,000 PERSONAL&ADV INJURY 1;000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 3,000,000 MhHPOLICY❑%C(T DLOC. - PRODUCTS-COMPIOPAGG 3,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY'(Per Person) $ OWNED SCHEDULED AUTOS ONLY AUppTNNOppS�WNNEEpp BODILY INJURY Per aocldent $ AUTOS ONLY AUTOS ONLY PPe�ecEdRdeT n! AMAGE Id $ UMBRELLA LtAe OCCUR EACH OCCURRENCE $+ EXCESS LIAR CLAIMS-MADE AGGREGATE DED RETENTION; B WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY vIN. PJUB1193406 `0116812619:.01/08/2020 500,000 ANY PROPRIETORIPARTNERIEXECUTIVE El.EACH ACCIDENT ����FFIICCERJMEEMBBEERR EXCLUDED? a.N/A -�-- (Ma I story 1n NH) E.L.DISEASE-EA EMPLOYE 500,000 If yes,describe under 500;000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION,OF OPERATIONS I LOCATIONS VEHICLES(ACORD 1.01,'Addltional Remarks Schedule,.may be attached it more spaces required)' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBEDROLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL, BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. ,Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD;25(2016103) 01988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Wit « + o- + p IT 71 -, . ♦* H ;, . . • 4 A TM O of Iflu-61ding Rogulations and Standatds C S ium&2 40,6*9 'Aw 4 _ s. a w'y V *010 u .. po *qp 9 1 b � 4 P 5 Town of Barnstable Regulatory Services T � QP 8A8t1,c)-TAe r Thomas F.Geiler,Director �Y l Q ` Building Division. P1 6 A� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ^�..�� www.town.barnstable.ma.us OR,,C—,� Office: 508-862-4038 Fax; 508-790-6230 PERmTr#c E: $ SHED REGISTRATION 200 square feet or less Lis Location of shed(address) Village Property owner's name Telephone number 9.XIa Size of Shed Map/Parcel# 5 -H �2 Si Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature equired) Sign off_hours_for Conservation-8:Q0=9:30:-4 3:304-33,0 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. TIIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN i Q-forms-shedreg ! . REV:05201 i O i 41101IN Town Boundary 2.16 016 123-9% Parcels FY2011 #9 #1234 Address Street Numbers Buildings Approximate Locations of t-- New Buildings from Plot Plans Decks/Patios �® Above Ground Swimming Pools QQIn Ground Swimming Pools - Walkways Improved Walkways Unimproved Paths © h:: Stairways I Paved Roads Unpaved Roads Paved Driveways Unpaved Driveways �}}}` Painted Lines ` 16-U10 0 Paved Parking Lots u Unpaved Parking Lots Bridges r Railroad = - -�� Fences - -� Guardrails ---0— Retaining Walls t 1 _ ..: - . 246-009 c> Stone Walls i #922 OF-1 Sports Areas Golf Areas -� Docks/Piers , e - © Boardwalks e Jetties a Streams - Drainage Ditches f� Marsh Areas Water Bodies 2.16-011 _ Spot Elevations(NAVD88) C!� Topo ro ft Contours(NAVD88) ' Woo�AeedsC nt rSiR@�l �p - X Catchbasins 1 YI Monuments Lamp Posts ® Towers 9LManholes O 400 Q Utility Poles Satellite Dish # Signs Fuel Tanks M r,� Flagpoles Water Tanks Posts O Utility Boxes O 90 Data Source Human-made features, Disclaimer This map is for planning purposes only. It is 1 IttClt=40 feet N Town of Barnstable hydrography,topography,and vegetation were Parcel lines on this ma are only graphic not adequate for legal bounds determination P x g P e4 g boundary Feet Conservation fhlvision interpreted from 2008 aerial photographs and representations ofAssessor's tax parcels.They or regulatory interpretation.This map does no may have been updated f oni more current are not true property boundaries and do not represent an on-the-ground survey. O 10 20 40 60 80 W http://www.town.Carnstable.me.us anurrrs. Parcel lines avrre divifizwl fmm .o....,.o..r���,,.-,ro.al•,H....ch:,,e r....h.�;�•,1 w,.h.mmP..r�ho.,..,.d c��l<..£,}.�,nn mom. ' Town of Barnstable Old King's Highway Historic District Committee KM&`L 200 Main Street, Hyannis, Massachusetts 02601 (508) 862-4787 Fax(508) 862-4784 CERTIFICATE OF EXEMPTION Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470,Acts and Resolves of Massachusetts, 1973,as amended,for proposed work as described below and on plans,drawings,or photographs accompanying this application: Date S-W" 12- Address of Proposed work, Assessor's Map and lot# House# q3 Street ACMNI Village: w ' INV/V(.3741 ) This application is for an exemption of the proposed construction on the grounds that work: 2is Will not be visible from any way or public place ❑ Is withina category declared exempt by the Old Kings Highway Regional Historic District Commission ❑ Other Descri tion of Proposed Worms k� e� 1 t"T hack- ��m rQ(�J Of hoow- rn' t-70 ]Ll �*(p �A± In Vint&P np ha DEC Agent or contractor(please print): Tel.no. Address Owner(please print): n 4L Tel no. Owners mailing address: �. Signed,Owner/Contractor/Agen For Committee Use Only This Certificate is hereby Approved/Denied Date: Pi RECEIVE RECEIVE13 Committee Members Signatures: MAY 0 7 201 GROWT�1 .,�A x NNAG MENT APPROVE®. 0 9 2012 Any conditions of approval: lown of Barnstable OId Kings . Commdtee C:(Documents and SettingsldecolliklLocal SettingslTemporary Internet FilesIOLK110KHExemption Form 07.doc 1 g z — I\ L L v p L SMOKE DETECTORS REVIEWED w � z zLn S UIL G DE D E 1� U� Project Title: FIRE DE AR ME DATE/ BOTH SIGNATURES ARE REQUIRED FOR PERMITTING °O N O U w Q Z rx U Q Issue Date: a ® 04.04.19 _ Revision Date: suILO ' UN 2019 9 To&VNOFBAR _ NSTgBtE - Drawine Title: LIST OF DRAWINGS: C-1.0 COVER PAGE W A-1.0 1ST FLOOR - PLAN VIEW C7 Q A-1.1 ROOF - PLAN VIEW a" A-2.0 FRONT - ELEVATIONS W A-2.1 RIGHT - ELEVATIONS O A-2.2 BACK - ELEVATIONS U S-1.0 FOUNDATION - PLAN VIEW S-1.1 DECK FRAME - PLAN VIEW S-1.2 MAIN ROOF FRAME - PLAN VIEW S-1.3 MUD & PORCH FRAME - PLAN VIEW Drwg No. S-2.0 SECTION - A C-1 .0 S-2.1 SECTION - B Pages 1 OF 12 PERMIT. SET - 4-4-49 FACE OF EXISTING FOUNDATION 30`-0" o J A A 112" 10'-1 1/4" 16'4 1/4" 3' 9„ V► � r s FACE OF EXISTING EXTERIOR SHEATHING W o -c RE-USE EXISTING EXTERIOR QLn DUTCH DOOR FROM KITCHEN z Project Title: 00 TACKABL i FIRE RTD Ln WID Z DR W U v 6'-1314" T-10,7� STEP Q z w O � oa ao 0Lu z V �� Issue Date: ^' 0 04.04.19 PLATFORM Revision Date: - I . n, - I I Drawin Title: I I O O z w � 3'-6" 9'-0" Drw No.3'-6" _ A-1 .0 74'-0" 16-0„ Pages 2 OF 12 . PERMIT SET - 4-4-.19 o Ln z A � `ram° L E Q o _ c , Project l-itle: . . o0 N w U Q Q H z w ox x Q w Q as ate. en 3 Issue Date: 04.04.19 Revision Date: Drawing Title: 0 Z CIO Drwp No. Pa es 3 OF 12 PERMIT SET - 4-4-.19 E E 0 z - s L r z E W oo z _A Ln z m z ' Project Title: 00 N O Q W z w � z x oQ Issue Date: 04.04.19 p Revision Date: P I i Drawin Title: z � o z � o � x > w w Drwg No. A-2.0 Pages 4 OF 12 PERMIT.SET - 4-4-49 V O C W > n C) i b t Project Title: 00 N O Q W U w w Q � Q Z w Z w Q � Issue Date: 04.04.19 Revision Date: Drawin Title: Z O ` N Drw o. A-2. 1 Pages 5 OF 12 PERMIT. SET - 4-4-19 E E ° a � z _ r n � Ec E � c Ln o @) z z Project Title: 00 N 0 Q w � U w ..a w o Q Q Zz w w Q � a � � Issue Date: 04.04.19 Revision Date: 14 Drawing Title: cn 7- 0 m w ..a w Drwg No. A-2.2 Pages 6 OF 12 PERMIT SET - 4-4-19 C E 30'-0" V o ... ... .. C CENTERED OFF 6x6 POST ATTACHED 7-7/2" SLIDER - r WIABU66 TO 70"0 SONOTU E `° E s mE 48" BELOW AVERAGE GRAD (TYP.) W � z 3-6' 2-0 ^ LnLn 3� I z , DROP bVnl_L Project Title: AT DOOR — — — — — — — — —. —.— — — — — — — _ — — — — — — — 00 I N p — — — — — — — — — — — — — — — — — — I .e: — — — — — — — — — — — — — — — — — — — I I I CUT NEW ACCESS g" WD POURED CONC. U TO CRAWL SPACE 4" CONC. SLAB (3000 psi) I FROST WALL x 4`-0" I I W Q ON 10 MIL VAPOR BARRIER o I i BELOW GRADE (MIN.) Q z 6`' COMPACTED GRAVEL � i I ON 10" DP x 24'' .WD CONC. FTG. I I w � � ON UNDISTURBED SOIL I 2'=0" w �U }" dM- i - I :• I I 8,: - - - — - - - - - - - - - - - — - - J •` I I 1 ..: .:,..•,.:. '.: I I I Issue Date: 04 04 — — - — — — — — — — — — - — I 4`' REINFORCED POURED CONC. SLAB I I o 19 (3500 psi) ON 10 MIL VAPOR BARRIER ON P Revision Date: cio 6" OF COMPACTED GRAVEL I PITCH SLAB TO DOOR ` I I ° I ' Z, I I ;A? I Drawing Title: < a z I p 3 DROP..\'VAI_I_ — — — — — — — — O Q, - - - - - - - - - nTl - iw 3'-Y 9'=6" 3'73" Drwu�No. S-1 .0 74'-0" 76'-0" 1plages 7 OF 12 PERMIT.SET - 4-4-.19 T-8 1/2" C v o 7�IIII-I�-11--111 Ll') Z _V S 6x6 POST ATTACHED PT 2x8 .Cd 16" O.C. -22 W/ABU66 TO 70"0 SONOTUBE E W/LEDGER & HANGERS STEP � z ,E 48" BELOW AVERAGE GRADE(TYP.) W o Q L f z ' DOUBLE FLUSH BEAM Project Title: M 00 N O Q W .. 2xq JO/SlrS @ 76" c z w Vl// LI BLO KIN @ IDS NS Q Q zCon � w p Q X w Issue Date: 2x8 LEDGER BOARD ATTACHED W/ 04.04.19 2 LEDGERLOK PER 76" BAY 2"MIN. WOOD EDGE DIST. (TYP.) Revision Date: DOUBLE FLUSH BEAM PT2x8 @ 76" O.C. W/LEDGER& HANGERS i Drawing Title: • � W w z w a Ca Qrwg No. Pages 8 OF 12 PERMIT. SET - 4-449 tJ O C S L 2x70 LEDGER BOARD ATTACHED W/ �ro z 2 LEDGERLOK PER 76"BAY W o z 2"MIN. WOOD EDGE DIST. (TYP.) Q E > HANG RAFTERS WITH JOIST HANGERS z Project Title: 2x10 RIDGE BEAM 00 N O Q W � U w w Q Q Q aZ • W p x W � Q � a U � Issue Date: F7�. . Ua 04.04.19 o Revision Date: Qc azlcl rV a Drawing Title: .BLOCKING @ 4-0" O.C. FIRST(2) BAYS (TYP.) IL Q 3 w w > Z . Z a Q Drwe No. 5-1 .2 -Pages 9 OF 12 PERMIT SET - 4-4-49 ' � E 7 Uj C` Ln A A -Ec E {—� O z A Project Title: 2x LEDGER BD FOR RAFTER ENDS 00 2x8 RAFTER N • O W U w 2X10 RIDGE W Q 2x8 RAFTERS @ 76" O.C: Q z � xz W � � m V R FRA E OVER FRAME . . .. . O E :: ... • Issue Date: 04.04.19 Revision Date: 2x8 RAFTERS @ 76" O.C. Drawin Title: U C>~ W o: CIO Drwg No. S-1 .3 Pa es 10 OF 12 PERMIT SET--- 4-4-19 V OU •y 2 X 6 P.T. SILL WITH.SILL SEAL AND 518" r r DIA. ANCHOR BOLTS WITH 3 X 3 X 1/4 b z E PLATE WASHERS. BOLTS - 9" FROM ' w rA -p m CORNERS; 42" Q.C. - MINIMUM OF TWO Q Ln BOLTS PER SILL BLOCK z Project Title: 8" WD POURED CONC. FROST WALL x 4'-0" 00 3-16d NAILS BELOW GRADE (MIN.) 2x10 RIDGE BEAM ON 70" DP x 24" WD CONC. FTG. C)RAISED CEILING JOIST-2x6 16"O:C. ON UNDISTURBED SOIL w —_ - -- -- - - 2x4 TIES - 16 O.C. w 9-76d NAILS Q Q � � Z 0 w L—un-ini IIIL-1111=L=1111 W o - U-, =iia=Jill=Jill- `- ' a 3 H2.5 rn O =IIII=1 - 100 3" THROUGH PLY p 10d> 1-1/2 TO RA f TER Issue Date: Z 04.04.19 5 112" C) 0 - Revision Date: LL- p a p S.. v ...i;v,.I.' v\..isv:tl.':"V!:.'r.O J.I.-::O:l�.::v,A l..r :4I.':'.v;lV..':.:ll..r;v.i.1.':�)...i:v;t..•:�v:�...•. �Qii O Ca _ a.,• U — • r • 1 ♦ 1 1 ♦ 1 ♦ 1, 1 ♦ 1' _ _ _ _ _ _ _ _ _ _ _ _ _ _ .�.`e.` _ _ _ _ _ _ _ _ _ _ _ " Drawin Title: 2-0 f-' U w to 16-0" Drwg No. S-2.0 30'-0" .:Pales 11 OF 12 PERMIT SET - 4-4-.19 eE 2x6 CLEAT Ln , U z — C'7 s s r 2x6 COLLAR TIES z72 E W � i .. O — Ln m WP4 CEILING Project Title: pp CIA C) Q H2.5A I w � 2x10 RIDGE BEAM H2.5A - U wa 2x4 TIES - 76" O.C. w O Q 2x8 RAFTER CROWN MOLDING ..� H C4z SOFFIT p� O TO MATCH 2-9.5 LVL w BEAM W/SINGLE EXISTING.HOUSE a, 3 TOP PLATE l 1 — — — — — — 2x6 CEILING JOIST- 16"0.C. Issue Date: 04.04.19 2x Revision Date: .. .,.r. Drawing Title: Z 0 U w Drwg No. I S-2. 1 I Pages 12 OF 12 PERMIT. SET - 4-4-19 1 i N KEY: EXISTING CONTOUR: ———— 9� PROPOSED CONTOUR: ............. 4 4 j EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: V575 ACOR TEST HOLE: UTILITY POLE: —O— FENCE LINE: �D ly�Np LOCUS HYDRANT: zm qy F�/�y RETAINING WALL: v� O� LOCATION MAP PROPOSED ADDITION PARCEL 10 (29,347 SF) ASSESSORS MAP:216 PARCEL:10 PLAN BOOK:157, PAGE:13 '9 .-16 CURRENT ZONING:RF C garage MINIMUM BUILDING SETBACKS EXISTING /1 FRONT:30', SIDE:15', REAR:15' �� �'V0 4' rch DWELLING A--50.32' X0000, room �� � 30' � b l 1 I \\ s\ EXISTING DWELLING AND PROPOSED ADDITION p _ 0 11 / 20"oak � Qa < m; cP 1 / e ,02 NOTES: 1.VERTICAL DATUM: ASSUMED 2.MUNICAPAL WATER IS NOT,AVAILABLE. 3.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. A / / 9d / 5.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR M013E TOWN DEPARTMENTS AND 98, 100 0\ IS SUBJECT TO CHANGE UNTIL SUCH TIME. 6.EXISTING CESS POOL LOCATIONS ARE BASED ON AS-BUILT DRAWINGS AND ARE APPROXIMATE. 94—� 9Al 6/ i i � f 94—' i ox:\ I If92 i �92--- '`--- SITE PLAN v LOCATION: A- 43 ACORN DR., W.BARNSTABLE, MA PREPARED FOR: �( 3 JUNE PYE DATE:3-7-19 SCALE: 1"=30' N BASS RIVER ENGINEERING THOMAS J. McLELLAN, P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 M19-07 508-364-9048 'op �G 4 11 s% r, l l T N KEY: EXISTING CONTOUR: -——- 4 �� PROPOSED CONTOUR: ............. EXISTING SPOT ELEVATION: 25.5 OFRN OR �'r, PROPOSED SPOT ELEVATION: 5.5 AC TEST HOLE:+ UTILITY POLE: -O- S� FENCE LINE: - LOCUS HYDRANT: z� RETAINING WALL: v� co O PROPOSED ADDITION LOCATION MAP PARCEL 10 (29,347 SF) ASSESSORS MAP:216 PARCEL:10 1C2 PLAN BOOK:157, PAGE:13 '9C garage ' CURRENT ZONING:RF EXISTING MINIMUM BUILDING SETBACKS 4/� 4'porch DWELLING FRONT:30', SIDE:15', REAR:15' / � / A=50.32' "F/ mud e S 3 room 0, . b � 1 F P V G� Q �98� cP i cp 03��\ EXISTING DWELLING AND PROPOSED ADDITION / It �\ O / 0 -�`®- 20"oak j /_10c( _102\%— /\ / / NOTES: - \ -a�/�O 1.VERTICAL DATUM: ASSUMED 2.MUNICAPAL WATER IS NOT AVAILABLE. 3.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. / \ A J/ 5.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND 10 O / IS SUBJECT TO CHANGE UNTIL SUCH TIME 98, 100 \ .gOOT�s, , / / / 6.EXISTING CESS POOL LOCATIONS ARE BASED ON AS-BUILT DRAWINGS AND ARE APPROXIMATE. BUILDING DEPT 94- c��, \ / OCT 282019 TOWN OF BARNSTABLE t SITE PLAN �92-—-s- - Ak A ... LOCATION: 43 ACORN DR., W. BARNSTABLE, MA THOMAI J. PREPARED FOR: a Civil JUNE PYE o flo.3a471 q cO DATE:3-7-19 SCALE: 1"=30' c BASS RIVER ENGINEERING TH MAS J. McLELVAN, P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 508-364-9048 M 19-07 N KEY: 4 EXISTING CONTOUR: -——- �� PROPOSED CONTOUR: •---•--•• ... EXISTING SPOT ELEVATION: 25.5 N DR a PROPOSED SPOT ELEVATION: 5.5 ACOR TEST HOLE:* UTILITY POLE: -o- S, FENCE LINE: LOCUS HYDRANT: b Z� �/ti RETAINING WALL: 0� co 0 PROPOSED ADDITION LOCATION MAP PARCEL 10 (29,347 SF) ASSESSORS MAP:216 PARCEL:10 PLAN BOOK:157, PAGE:13 � -1 garage ' CURRENT ZONING:RFEXISTING MINIMUM BUILDING SETBACKS ^� CO�^- 4, rch DWELL G FRONT:30', SIDE:15', REAR:15 / ��\ -V mud I room 30' - bh ISO —98' °P = cp �3/�\ EXISTING DWELLING AND PROPOSED ADDITION 0 ✓ d- _ 20"oak 01 40 to, / / NOTES: �cc a`�tiG, \ / / / "�•�� 1.VERTICAL DATUM: ASSUMED 2.MUNICAPAL WATER IS NOT AVAILABLE. 3.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. 5.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND 02 '��Q // // 98 IS SUBJECT TO CHANGE UNTIL SUCH TIME. 98a a 100 \ \ 19ooT 1 \\ / 6.EXISTING CESS POOL LOCATIONS ARE BASED ON AS-BUILT DRAWINGS AND ARE APPROXIMATE. 96 94Y"'"'-® /ter �®Y� BUILDING OCT 2 8 2019 94 ;/ TOWN OF BARNSTABLE / ��92 i 11 ;' Ak SITE PLAN Ale 11 LOCATION: " 43 ACORN DR., W. BARNSTABLE, MA TN S J. s°SG f PREPARED FOR: 3 McLELLAtd ,DUNE PYE g o Civil ' v N0.36471 0 DATE:3-7-19 SCALE: I"=30' BASS RIVER ENGINEERING T iO AS J. McLE AN, P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 508-364-9048 M19-07