Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1081 MAIN STREET (COTUIT) (2)
[Pe/ J7' do i i� Lniversal ®nerm www.myuniversalop.com phone:1-866 756-4676 MADE IN USA �' ___ 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 Posted e `�' UntilYFinal Inspection Has Been Made. !,Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-18-1200 Applicant Name: RICHARD A PRCHLIK Approvals Date Issued: 06/11/2018 Current Use: Structure ,;; :,t t,vi S Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/11/2018 Foundation: Location: 1081 A MAIN STREET(COTUIT),COTUIT Map/Lot: 034-014 _ T Zoning District: RF Sheathing: V k Owner on Record: PRCHLIK, R ANDREW Contractor Name:" RICHARD.A PRCHLIK Framing: Address: 68 PILOT'S WAY Contractor License: CS-080591 2 WEST BARNSTABLE, MA 02668 + Est. Project Cost: $270,000.00 Chimney: Description: REMOVE EXISTING KITCHEN AND ATTACHED GARAGE. RE-BUILD. Permit Fee: $2,854.00 KITCHEN AND TWO CAR GARAGEANTERIOR DEMO OF EXISTING Insulation: Fee Paid:, $2,854.00 L MAIN HOME AND RE-CONSTRUCT ° (3h l - Date: 6/11/2018 Final: Project Review Req: DETAILED FRAMING PLANS NEEDED.2015 IECC COMPLIANCE NOT SHOWN 49 Plum•in Gas ,�h �`m�•ri GC: Building Official Final P um 'n �CY�o This permit shall be deemed abandoned and in 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. All construction,alterations and changes of use of any building and structures shall be,in compliance with the local zoning by-laws and codes. Final Gas: This.permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. — - — - Electrical The Certificate of Occupancy will not.be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service:01V Minimum of Five Call Inspections Required for All Construction Work: Rough: �j 1.Foundation or Footing L - - 2.Sheathing Inspection p;•, Final: 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 Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final inspection before Occupancy . Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Depa n Final r Building plans are to be available on site Z All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building g Post�This Card So That it is�Visible�From the�Street ,ApprovedPlans,Must be Retained on Job and this Card Must bye Kept ,�. . Permit M� #Posted'Until Final I'nspect�on Has'Been 1lllade h y h �s �Whereµa�Certificate'�of Occupancys Required�such�Buldmg shall Not be Occup�ed�until a fmal�lnspec#on haspbeen_matlex Permit No: . B718-1200 Applicant Name: RICHARD A PRCHLIK Approvals Date Issued: 06/11/2018 Expiration Date:Current Use: Structure�6 12 V� Permit Type: Building-Addition/Alteration-Residential p /11/2018 Foundatticfn: Location: 1081 A MAIN STREET(COTUIT),COTUIT Map/Lot: 034-014 Zoning District:.. RF Sheathing: Owner on Record: PRCHLIK, R ANDREW Contractor Name,: .4,RICHARD A PRCHLIK Framing: 1 Address: 68 PILOT'S WAY Contractor License CS-080591 2 WEST BARNSTABLE, MA 02668 Est Project Cost: $270,000.00 Chimney: Description: REMOVE EXISTING KITCHEN AND ATTACHED GARAGE R&BUILD Permit Fee: $2,854.00 KITCHEN AND TWO CAR GARAGE. INTERIOR DEMO OF EXISTING , Insulation: Fee Paid-`, $2,854.00 MAIN HOME AND RE-CONSTRUCT E Final: Date 6/11/2018 Project Review Req: DETAILED FRAMING PLANS NEEDED. 2015�IEGQ,COMPLIANCE ; NOT SHOWN ' £ y; t,, r,fir -- Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within siz months afterssuance. Rough Gas: All work authorized by this permit shall conform to the approved application�and the€approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structure's shall be in compliance with the local zoning by la vkand codes. This permit shall be displayed in a location clearly visible from access Areet`o�road and shall be maintained open for-,"public inspection for the entire duration of the work until the completion of the same. z �' Electrical ' Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials areprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work: A, LRough: 1.Foundation or Footing 41 ,... = 2.Sheathing Inspection Final: 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 Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. 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 OFF ,, Application Number ....a..�. Asia. ..OFher Fee........................ Permit Fee.......:...:......................... NAM ! A��� t a "...1....0.ldl................... .... ED Total Fee Paid..... ..•. Pe®it Approval by..... TOWN OF BARNSTABLE w ...... .. l. .... .: BUILDING PERMIT 1,�..........v..... ....: Pam..... APPLICATION E�,ku S Section 1 Owner's Information and Project Location Village �,eU 11"� Project Address Owners Name i Owners Legal Address I State zip City W E,-mail 1(, Owners Cell Section 2—TJse of Structure Commercial Stracture 0vver-,35;Q60 cubic feet Use Group ❑ v Cg ❑ mmercial Structure under 3�5�.40 cubic feet Single/Two Family ?welling ; t- V. sr Section 3 —Type of Permit ZO�N J New Construction ❑ ❑Move/Relocate Accessory Structure El Change of use ' Finish Basement ❑ Family/AmnestY ❑ Fire Alarm ❑ Demo/(entire structure) ❑ Apartment © Sprinkler System ebuild El Deck p Addition ❑ Retaining wall [] Solar f LJ Renovation. [I Pool ❑ Insulation Other_. Specify Section 4 -Work Description T aet-rmdated_2/9/2018 Application Number. Section 5-Detail Cost of Proposed Construction Z� o' Square Footage of Project arx) Age of Stricture Dig Safe Number #Of Bedrooms Existing Total# Of Bedrooms (proposed Yz � 110 MPH Wind Zone Compliance Method ❑ MA Checklist WFCM Checklist ❑ Design . i Section 6—Project Specifics [Wiring ❑ Oil Tank Storage E1/`Smoke Detectors Plumbing Gas [] Fire Suppression 1 Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal Site Historic District ❑ Hyannis Historic District [] Old Kings Highway Debris Disposal Facility:env"oef 69) 4 L,2. I am using a crane ❑ Yes ET No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section S—Zoning Information Zoning District Proposed Use T4 Lot Area Sq.Ft. a I Total Frontage 7 Percentage of Lot Coverage #of Dwelling Units (on site) 1 Setbacks Front Yard Required "20' Proposed d� ' Rear Yard Required l J-,' Proposed Side Yard. Required 1 i Proposed 2 0 '2- Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated:2/9/2019 Application.Number........................................... Section 9-.Construction°Supervisor Name Telephone Numbery Address ty Ci State ZIp <y License Number (�� C��icense Type z" iration Date Contractors Email �s�,V��(d �/j (�v� Cell 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 Bamstable.Attach a copy of your license. Signature Date Section-10-Home Improvement Contractor Name Tel hone Number Address City State V Zip- Registration Number Ta g Expiration Date 15-4 2 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 require by 780 CMR and the Town of Bamstable.Attach a copy of your H.L C... Signature Date / Section 11 -Home Owners License Exemption Home Owners Name: �>Telephone Number Number __-te or Work umber 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 Z` G APPLICANT SIGNATURE Signature _ G Date Zrt lG Tel Print Name ? � - hone Number eP E-mail permit to: Section 12-Department Sign-Offs Health Department � Zoning Board(if required) I-Pistoric District El Site Plan Review(if required} ©. Fire Department 0 Conservation For commercial`work,please take your plans directly to the fire department for approval f. Section 13— Opener's Authorization ��,� as Owner of the subject properly hereby I' ,{ to act on my behalf in all authorize � tf matters relative to ork authorized by this building Permit p"cation for: y (Address of j ob) date Signature of Owner Print Name Last undated 2/9/2018 q ���� ��T' ��� _ . � � Lauzon, Jeffrey From: Lauzon,Jeffrey Sent: Tuesday, May 15, 2018 1:22 PM To: 'createbuild@me.com' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-18-1200 Applicant, Please be advised that the above application has been forwarded to the fire department for review.Additionally,the following is needed: 1) Detailed framing plans(engineering may be required). 2) Details showing compliance with 2015 IECC. Please submit the above as soon as possible.Thank you. Jeffrey Lauzon Chief Local Inspector (508) 862-4034 ieffrey.la uzon town.barn stable.ma.us I Y i Generated by REScheck-Web Software Compliance Certificate Project Andrew Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 9% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 3.3%Better Than Code Maximum UA: 306 Your UA: 296 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: Cathedral Ceiling (no attic) 1,800 38.0 3.0 0.025 45 Wall: Wood Frame, 16"o.c. 2,300 20.0 0.0 0.059 112 Door: Solid Door(under 50%glazing) 200 0.270 54 Window:Wood Frame 200 0.250 - 50 Crawl: Solid Concrete or Masonry 200 0.0 14.0 0.116 35 Wall height: 2.0' Depth below grade: 1.0' Insulation depth: 2.0' 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 Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. t Name-Title Signature Date Project Title: Andrew` Report date: 05/23/18 Data filename: Pagel of 1 { 2® Efficiency Above-Grade Wall 20.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 41.00 Ductwork (unconditioned spaces): Window 0.25 Door 0.27 .. Heating System: Cooling System: Water Heater: Name: Date: Comments t n e Lauzon, Jeffrey J O From: Andrew Prchlik <createbuild@me.com> Sent: Monday,June 04, 2018 12:12 PM To: Lauzon,Jeffrey Subject: Fwd: Emailing:Andrew Prchlik talcs, 20180601160800127 Attachments: . Andrew Prchlik calcs.pdf,ATTOOOOl.htm; 20180601160800127.pdf;ATT00002.htm morning Jeff.. please see attached for 1081a Main Street cotuit.. have asked gary ellis to draw a framing plan with greater detail for you as well.. a Begin forwarded message: From: Bill Campbell <bcampbell(@ShepleyWood.com> Subject: Emailing: Andrew Prchlik talcs, 20180601160800127 Date: June 1, 2018 at 4:34:53 PM EDT To: "Andrew Prchlik (createbuild(cD-me.com)" <createbuild(c)-me.com> Hello Andrew Please review attached talcs and°layout- let me know if you have any questions. Thank you K i y -v S ! 1 • m r ——————— N I �u0 yrJ�W 1 IS e' lal.) I 11..1 BEDROOM 1 Q m z u. it A Zvi o EL-: FAMILY I nr� I I — —� I u. 1 e' <:xS:� �' �! •4b � f..L KIT HEN F YER ; ....ava:cue •' i� i MUDRM. jj ti \v. I PORCH PxoPxED - .PATIO 'I "IV SECOND FLOOR @ GARAGE DiulriGRM g� „ uvwGRM 1 � 113 I ,• yy u, b •1 .. < ------------ I. GARAGE ,C _ FIRST FLOOR PLAN: LOFT - I �} - --------- ------` -- - -- Z BATH 0. K -__ m _ 9 0 � W C zco - BEDROOM#3 BEDROOM#2 - Z Z' a z O _ ---- _-------- ------ --- -- I�.e. SECOND FLOOR @ HOUSE aumxo< �.,'a A3 - 5 Boise Cascade Double 1-3/4" x 9'1/2 , VE 2,0 3100 SP Floor Beamm0c1301 ' Dry 1upun No cantilevers 10;2slope June 1.3O181G:3O:32 BCCALCO Design Report Bui|dO53O File Nome: AndnewPrch|ik Job Name: 1881 Main Street Description: Doogns\F8O1 Address: 1081 Main Street Specifier: ' City. EKoVu,Zip: Barnstable . MA Designer: BC Customer: AndnewPmh|ik Company: Shepley Code reports: ESR'1040 W1i 14-0o-0o eo 131 Total Horizontal Product Length 14-00-00 Reaction Summary (Down /Uplift)<mw) Bearingi Live Dead Snow Wind Roof Live B1 880/0 525/0 Live o*au Snow monu Roof Live T,m Load Summary ^ TaA Description Load Type Ref. Start End 100% 90% 115% 160% 126% Controls Summary Value %Allowable Duration Case Location Pos. Moment 4,093 ft-lbs 25.5%_ 115% 1 07'00-00 End Shear 1,040lbo 14.3% 115% 1 00'11-08 Total Load DoO. U5910.28^ 40.8% n/a 1 07-00-00 Live Load DoO. L0QQ(O�122') ' �a �o 2 07'00-00 N1uxDeO. 0.28^ 28% n/a 1 07'00'00 Span/Depth 17.4 n/o . n/a O 00-00-00 .. � ' %mmw %Allow . ~ Bearing n/o 23% Hanger B1 Hanger 2^x34/2" 1�O5�o �o 23% Hanger _ ^ . . ' . Notes ` Design meets Code minimum (U24O)Total load deflection criteria. '. Design meets Code minimum 8U36O Live load deflection criteria. , Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member io fully braced. BCCALCO analysis iu based on IBC 2O8O. ^ Design based on Dry Service Condition. Fastener Manufacturer:Simpson Ghong'Tie. Inc. ' . '. . . -. ' ~ . . ^ ` . . . ' ^ . ` . . ` . ' . . . . ' . . | ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 Dry 1 span No cantilevers 1 0/12 slope June 1,2018 16:30:32 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Designs\FB01 Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Connection Diagram Disclosure b - d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particula • • • application.Output here based on building code-accepted design properties and t• • analysis methods..lnstallation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, a minimum = 1-1/2"c=6-1/2" please call(800)232-0788.before b minimum =6" d =6" installation. e minimum = 1" BC CALC®,BC FRAMER®,AJSTm Install Screws with screw heads in the loaded ply. ALLJOISTO,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAMTm,SIMPLE FRAMING Connectors are: SDW22338 SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamXFB02 Dry 2 spans No cantilevers 1 0/12 slope June 1,2018 16:31:24 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Garage door header Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: a V7 3 sl I r.- iaos-oo �BO � B1 i aos-oo B2 Total Horizontal Product Length=21-00-00 Reaction Summary (Down /UPlift)(lbs) Bearing Live Dead Snow Wind Roof Live BO, 15 2,281 /198 1,919/0 638/0 B1,6" 4,123/0 4,312/0 1,005/0 B2, 15" 1,669/224 2,843/0 1,60910 Load Summary Live Dead Snow Wind Roof Live Trib Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft"2) L 00-00-00 21-00-00 40 10 06-06-00 2 ceiling Unf.Area (lb/ft^2) L 00-00-00 05-06-00 0 10 05-00-00 3 roof Unf.Area (lb/ft^2) L 00-00-00 05-06-00 30 15 06-06-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 05-06-00 05-06-00 1,927 1,444 n/a 5 wall Unf. Lin. (lb/ft) L 05-06-00 19-06-00 0 140 n%a 6 roof Unf.Area (lb/ft"2) L 05-06-00 19-06-00 30 15 02-08-00 7 Reaction from Desi... Conc. Pt. (Ibs) L 19-06-00 19-06-00 1,927 1,444 n/a 8 ceiling Unf.Area(lb/ft^2) L 19-06-00 21-00-00 0 10 05-00-00 9 roof Unf.Area (lb/ft^2) L 19-06-00 21-00-00 15 30 06-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 9,520 ft-Ibs 39.5% 115% 8 05-06-00 Neg. Moment -8,450 ft-Ibs 40.4% 100% 1 10-06-00 End Shear 2,807 Ibs 29.6% 100% 2 02-00-08 Cont. Shear 4,048 Ibs 42.7% 100% 1 09-05-08 Total Load Defl. U742 (0.151") 32.4% n/a 8 05-06-00 Live Load Defl. U999(0.077"), n/a n/a 23 05-06-00 Total Neg. Defl. U999(-0.029") n/a n/a 8. 13-00-02 Max Defl. 0.151" 15.1%, n/a 8 05-06-00 Span/Depth 11.8 n/a n/a 0 00-00-00 Distributed Load(BO) 668 Ib/ft 1.4% 100% 0 n/a Distributed Load(B2) 554 Ib/ft 1.2%' 100% 0 n/a %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO, Wall/Plate 15"x 5-1/4" 4,200 Ibs n/a 7.1% Unspecified B1 Post 6"x 5-1/4" 8,436 Ibs n/a 35.7% Unspecified B2 Wall/Plate 15"x 5-1/4" 5,302 Ibs n/a 9% Unspecified Notes Page 1 of 2 . t ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F13O2 Dry 12 spans I No cantilevers 1 0/12 slope June 1,2018 16:31:24 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Garage door header Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets Code minimum (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particula BC CALC®analysis is based on IBC 2009. application.Output here based on building Design based on Dry Service Condition. code-accepted design properties andanalysis methods.Installation of Boise Fastener Manufacturer:Simpson Strong-Tie, Inc. Cascade engineered wood products must be in accordance with current Installation COnnection Diagram Guide and applicable building codes.To r�I b d obtain Installation Guide or ask questions, L please call(800)232-0788 before a installation. c BC CALC®,BC FRAMER®,AJS- • t• • ALLJOISTO,BC RIM BOARD TM,BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are a minimum = 1-1/2"c=6-1/2" trademarks of Boise Cascade Wood b minimum =6" d=6" Products L.L.C. e minimum = 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDW22500 ®Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SIP Floor BeamIF1303 Dry 1 span No cantilevers 10/12 slope June 1,2018 16:31:47 BC CALCO Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Garage beam Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley - Code reports: ESR-1040 Misc: OR 'PR 20-08-00 BO 131 Total Horizontal Product Length=20-08-00 Reaction Summary (Down Uplift) (Ibs), Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 5,373/0 1,626/0 B1, 3-1/2" 5,373/0 1,626/0 Live Dead Snow Wind Roof Live Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf.Area (lb/ftA 2) L 00-00-00 20-08-00 40 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 34,578 ft-lbs 49.4% 100% 1 10-04-00 End Shear 5,786 lbs 32.2% 100% 1 01-09-08 Total Load Defl. U487(0.498") 49.3% n/a 1 10-04-00 Live Load Defl. U634(0.382") 56.8% n/a 2 10-04-00 Max Defl. 0.498" 49.8% n/a 1. 10-04-00 Span/Depth 13.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,999 lbs n/a 76.2% Unspecified B1 Post 3-1/2"x 3-1/2" '6,999 lbs n/a 76.2% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener ManufacturerSimpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor BeamXFB03 BC CALC®Design Report Dry 1 span No cantilevers 1 0/12 slope June 1, 2018 16:31:47 Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Garage beam Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must a be verified by anyone who would rely on • • • output as evidence of suitability for particula application.Output here based on building • • • code-accepted design properties and analysis methods.Installation of Boise • • • Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, a minimum = 1-1/2"c=7-1/2" please call(800)232-0788 before b minimum =6" d= 12" installation. e minimum= 1" BC CALC®,BC FRAMER®,AJST"' Install Screws with screw heads in the loaded ply. ALLJOISTO,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAMTM',SIMPLE FRAMING Connectors are: SDW22500 SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. r ®Boise Cascade Triple 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SI'. Floor BeamXFB04 Dry 1 span No cantilevers 1 0/12 slope June 1,2018 16:31:56 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Designs\FBO4 Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: BO 03-06-00 61 Total Horizontal Product Length=03-06-00 ' Reaction Summary (Down/UPlift)(lbs) Bearing Live Dead Snow. Wind Roof Live BO, 3-1/2" 2,364/0 2,624/0 B1, 3-1/2" 2,368/0 2,629/0 Live Dead Snow Wind Roof Live Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 03-06-00 0 10 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 03-06-00 0 80 n/a 3 roof Unf.Area (lb/ft^2) L 00-00-00 03-06-00 15 30 01-04-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 01-09-00 01-09-00 4,307 5,112 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,344 ft-Ibs 85.6% 115% 1 01-09-00 End Shear 4,876 Ibs 77.3% 115% 1 02-09-00 Total Load Defl. U999(0.068") n/a n/a 1 01-09-00 Live Load Defl. U999(0.036") n/a n/a 2 01-09-00 Max Defl. 0.068" n/a n/a 1 01-09-00 Span/Depth 6.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,988 Ibs n/a 54.3% Unspecified B1 Post 3-1/2"x 3-1/2" 4,997 Ibs n/a 54.4% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (L1360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. w Design based on Dry Service Condition. ®Boise Cascade Triple 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F13O4 BC CALC®Design Report Dry 1 span No cantilevers 1 0/12 slope June 1, 2018 16:31:56 Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Designs\FB04 Address: 1081 Main Street Specifier: ° City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Connection Diagram Disclosure tb d Completeness and accuracy of input must a be verified by anyone who would rely on • • • output as evidence of suitability for particula o o application.Output here based on building 10 code-accepted design properties and L_• analysis methods.Installation of Boise e o 0 0 Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, a minimum =2" c= 1/2" please call(800)232-0788 before b minimum =3" d=6" installation. e minimum =3" _ ' BC CALC®,BC FRAMER®,AJSTM, Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARD-,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Nailing schedule applies to both sides of the member. SYSTEM®,VERSA-LAM®,VERSA-RIM Member has no side loads. PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. i ®Boise Cascade Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 1 span No cantilevers 1 12/12 slope June 1, 2018 16:30:40 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Rafters Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: �12 12 ! i 4 ' y 13-00-00 BO B1 Total Horizontal Product Length=13-00-00 Reaction Summary (Down/UPlift)t lbs Bearing Live Dead Snow' Wind Roof Live BO, 3-1/2" 1,927/0 1,444/0 B 1 1,360/0 1,077/0 Live Dead Snow Wind Roof Live Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 13-00-00 21 30 01-04-00 2 wall Trapezoidal (lb/ft) L 01-00-00 85 0 n/a 08-00-00 0 0 n/a 3 ceiling Unf.Area (lb/ft"2) L 01-00-00 08-00-00 14 0 07-00-00 4 roof Unf.Area (lb/ft^2) L 01-00-00 08-00-00 21 30 07-00-00 5 Reaction from Desi... Conc. Pt. (Ibs) L 08-00-00 08-00-00 680 525 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,460 ft-Ibs 51.9% 115% 4 06-05-01 End Shear 3,342 Ibs 38.8% 115% 4 00-03-08 Total Load Defl. U278(0.774") 64.7% n/a 4 06-05-01 Live Load Deft L/638 (0.337") 37.6% n/a 5 06-05-01 Max Defl. 0.774" 77.4% . n/a 4 06-05-01 Span/Depth 13.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,370 Ibs n/a 36.7% Unspecified B1 Hanger 2"x 3-1/2" 2,437 Ibs n/a 46.4% Hanger Slope and Cut Length slope Fascia Depth Horiz Length Product Length Plumb Cut with Hanger to dbl. top plate12/12 13-1/8" 13-00-00 19-03-14 Notes '.Page 1 of 2 f ®Boise Cascade Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 11 span I No cantilevers 1 12/12 slope June 1,2018 16:30:40 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Rafters Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum(U240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1")Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particula BC CALC®analysis is based on IBC 2009. application.Output here based on building Design based on Dry Service Condition. code-accepted design properties and analysis methods.Installation of Boise Fastener Manufacturer:Simpson Strong-Tie, Inc. Cascade engineered wood products must be in accordance with current Installation Connection Diagram Guide and applicable building codes.To b d obtain Installation Guide or ask questions, t— please call(800)232-0788 before a installation. - • • • c • • • BC CALC®,BC FRAMER®,AJS- ALLJOIST®,BC RIM BOARD-,BCI®, • • • BOISE GLULAM rm,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are a minimum = 1-1/2"c=4-1/8" trademarks of Boise Cascade Wood b minimum =6" d= 12" Products L.L.C. e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDW22338 ®Boise Cascade Double 1-3/4" x 24" VERSA-LAM(g) 2.0 3100 SP Roof Beam1RB02 Dry 1 span No cantilevers 1 0/12 slope June 1,2018 16:31:04 BC CALC®Design Report — Build 6536 File Name: Andrew Prchlik - Job Name: 1081 Main Street Description: Structural Ridge Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: �o 12 3 5 i BO 25-00-00 B1 Total Horizontal Product Length=25-00-00 Reaction Summary (Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/4" 4,307/0 5,112/0 B1, 5-1/4" 4,307/0 5,112/0 j Live Dead Snow Wind Roof Live Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 ceiling Unf.Area (lb/ft^2) L 00-00-00 25-00-00 10 0 05-00-00 2 roof Unf.Area (lb/ft^2) L 00-00-00 05-06-00 15 30 13-00-00 3 Reaction from Desi... Conc. Pt. (Ibs) L 05-06-00 05-06-00 1,360 1,077 n/a 4 Roof Unf.Area (lb/ft^2) L 05-06-00 19-06-00 15 30 09-00-00 5 Reaction from Desi... Conc. Pt. (Ibs) L 19-06-00 19-06-00 1,360 1,077 - n/a 6 roof Unf.Area (lb/ft^2) L 19-06-00 25-00-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 50,091 ft-Ibs 54.2% 115% 4 12-06-00 End Shear 7,812 Ibs 42.6% 115% 4 02-05-04 Total Load Defl. U426(0.684") 42.3% n/a 4 12-06-00 Live Load Defl. U794(0.366") 30.2% n/a 5 12-06-00 Max Defl. 0.684" 68.4% n/a 4 12-06-00 Span/Depth 12.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO. Post . 5-1/4"x 3-1/2" 9,419 Ibs 17.1% 68.3% Versa-Lam 1.7 B1 Post 5-1/4"x 3-1/2" 9,419 Ibs 17.1% 68.3% Versa-Lam 1.7 Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise Cascade Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 BC CALC®Design Report Dry 11 span (No cantilevers 1 0/12 slope June 1,2018 16:31:04 Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Structural Ridge Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particula BC CALC®analysis is based on IBC 2009. application.Output here based on building Design based on Dry Service Condition. code-accepted design properties and analysis methods.Installation of Boise Fastener Manufacturer:Simpson Strong-Tie, Inc. Cascade engineered wood products must be in accordance with current Installation Connection Diagrarn Guide and applicable building codes.To t I d obtain Installation Guide or ask questions, a please call(800)232-0788 before • —. • installation. c BC CALCO, C FRAMER@, • • • ALLJOISTO BBC RIM BO RDTMS BCI®, • • • BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are a minimum = 1-1/2"c= 10-1/2" trademarks of Boise Cascade Wood b minimum =6" d= 12" Products L.L.C. e minimum = 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDW22338 ®Boise cascade Single 3-1/2" x 5-1/4" VERSA-LAM® 1.7 2650 SP CL01 Dry 112'0"Column In Wall I Non-Repetitive June 1,2018 16:31:58 BC CALC®Design Report Build 6536 File Name: Andrew Prchlik Job Name: 1081 Main Street Description: Designs\CL01 Address: 1081 Main Street Specifier: City, State,Zip: Barnstable , MA Designer: BC Customer: Andrew Prchlik Company: Shepley Code reports: ESR-1040 Misc: Live Dead Snow Wind Roof Live 3.5" Load Summary Column Tag Description Load Type Start End 100% 90% 115% 160% 125% in Wall 5.25" 1 4307 Conc. Pt. (Ibs) 00-00-00 00-00-00 4,307 5,112 E(Left-Right)=0.585" � ' E(Front-Back)=0.877" Bracing Elevation Sheathing Top 12-00-00 Left-Right Left-Right 08-00-00 Left-Right Base 00-00-00 1 Load Top Controls Summary Value %Allowable Duration case 12'0" Axial Compression n/a 54.5% 115% 1 Axial Compression and Bending Front-Back n/a 66.4% 115% 1 Axial Compression and Bending Left-Right n/a 48.5% 115% 1 40, Slenderness Ratio L 27.43 54.9% n/a 0 Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member: Notes 8'0 Allowable loads are based on a minimum eccentricity of 0.167 multiplied by the column thickness or width (worst case). BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2009. Disclosure eM Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC@,fBC FRAMER@,AJST°^,ALLJOIST@,BC RIM BOARD-,BCI@,BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD®are trademarks o T Boise Cascade Wood Products L.L.C. fif Not to Scale uy V rt Page 1 of 1 3 �" I T ®F'BARNSTA MAR � ' Plannang 8� Development D_ artrnent Barnstable Hlstor�caliCo tss�olZvi® ' ABLE www.town;barostable.ma.us/historica comm�ss�on NOTICE OF IN TO."DEMOLISH A SIGNIFICANT BUILDIING': Date of-Application Full Dernotiorr: �Partial Demolition Building Address: Number' Street - Assessor's;Map#,. Assessor.'s Parcel# Village. ZIP'': Property Owner. Name Phon ;Property Owner Mailing Address(if,' rent than building address)," .A/u, .Property Owner a mail addc"ess ue i� l 1� _(k ,�� �i �� Contractor/Agent % Contractor/Agent Matltng Address Contractor/Agent Contact Name and Phone#:: `".i/f� �� 7 I D1✓C� Na a Phone# Contractor/Agent Contact a mail address Demolition Proposed please itemize all chances 2 t,d N 77 Type of New,Construction Proposed P;rovide:informafion below to assist the`Commission in.making the required:determination regarding the status of the Building in accordance with Article Year built : Add"itions Year Built: Is the Building listed o the National Rst r of Historic Places or is the building located in a National Register Distract? No Yes 1 , ®. ? x . I?rop'erty.Owner/Agent Slgnatt re w�E V�,ED APR Town® Barnstable BHC_NOID 2018.doc Commission Historical Comm . Legend a • '' �. ri Parcels i -"�` "Town Boundary 1334�39 Railroad Tracks 034Q16 r} € Q36 034040 Buildings "61.915Q #? —Painted Lines Parking Lots + ._.. - t — 0 Paved 1 ��t �034041 ,.... unpaved ' Driveways � Paved Unpaved IM 0 4a15 , y= Roads r `_ 034013 � ��, � �667 :�� 03405 7 'f � �1;— E3 Paved Road f 0 Unpaved Road #��dT� '���!��' "-... �_-' ' ®Bridge C::� ® Paved Median 034959#1(d 1`•:;:} ti_> Streams Marsh �`�•., �Water Bodies + 9 !Z1 E:O5 f-OJE 03 Cd14 ,b :• �: ` I 0191751 foe #301 :•:::-� `� 0340 F2 t ' 034©55 1 I034007 '#2a_ , So, ._,�, :. Map printed on: 4/3/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet• regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet 0 cartographic errors or omissions. gis@town.barnstable.ma.us THE FOLLOWING IS/ARE TH,E .BE.ST IMAGES FROM POOR QUALITY ORIGINALS) IM -A 17 , �cc�L7 DATA r - £ % " qP1 sa nU -, e Y Si ✓ J4.- tT nOk .e a>; . y ` #, l� r�d> t AREA FORM NO:. FORM B' BUILDING ti 3 MASSACHUSETTS HISTORICAL, COMMISSIQN: . .... 294 WASH INGTON ,STREET,e BQSTON,1: MA 02108 k Town:Barnstable (�Cotu :t Hhground) v Address 1081 Main St._ I .Historic Name Wesley Wright 'House Use Present dwelling DESCRIPTION: Date c1860 Source San.tuit/Cotui"t `Historical .Society. ion Style Greek .:Revival Architect unknown d. n. Exterior wall fabric shingle. Outbuildings att. .garage: '` ►h Major alterations (with dates) . Q� unknown 0 Q _ da oce�►►��e,�, Ave- Moved no Date n/a Approx. `acreage ..46 Recorded by Beatrice Williams Setting residential village area OrganizationBarnstable Historical Comm. s Date June 1986 P.hoto #118-5-CTC102.. REVIEWED (Staple additional .she. ets here). APR 17 2018 Town of Barnstable ] Historical Commission - - rc.latiY�!..!%°-:Yr'.., ..t.3f<.-:......�:,•RlLktki,;.-.�:h+:.G....l..'��Y- i:'.s:a-�f^.ki` ,�.:.:�„cs"":'�::.;_�Y.�'_:':�+�._ 4�.t.''•4-- .._;:.a;>.4�1�" - 3;'....,ti'i"'.�`': x ..:="L-..t:..,t;'a v.3G<..,_u,<<..�'�'.i�T.rM ",�",'-�'n.'e..: jr fir' a� SI iFTCA?ic ;.Oescr e -po_-tant arc i:.ectural i=Aatures api �'lai r in 4 ;itsS. oI oL;ier Du:;.a 1h u The Wright House is a three. bay gable end:structure of. sidehall plan. It ,is sheathed with shingles and trimmed with corner pilasters, an entablature, and simple window , moldings. Windows contain ,6/6 sash. The well developed entry is enframed by pilasters carrying an entablature and lintel shelf. The :co.ttage is l�. stories with a rather`ste'eply pitched roof. iiS L,u,TCAL iIFIC_ANCE (E.. plain the role owmers played La local or state .iStOr and :how the wilding relates to the d;velopi ent of the coimmz ity",} ,. This house was built in ..186O by Capt.. Leander Nickerson for his son Clarentin, who had married Betsy Es.terbrook,,of Barnstable Village. There..were.,no.chldren. At his death in "1876, his widow married Heman Snow. At the south of tfie:house was the small house of Levi and Thankful Nickerson, Levi -inherited land on Ocean View Ave. so they moved their house to that land (.CTC44). At .tha ", Betsey and Heman Snow built a .house on that lot and' moved.in (CTC1O4.) This made .it .possible for Wesley .Wright, blacksmith, to buy the house.,. Here they lived. with .their daughter- Roselle-who later married "Russell Wing. The house was.still'-owned by the Wing .family in 1973. � `3 BIBLIOGRAPHY and/or REFERENCES (name of publication; author, .date and publisher) 44 BArnstable County Atlases. 1880, 1907. ?' 10A1 7/82 �A t 1- .:.. s >:='3'vr ,� .„n_...t.z'� .:.. '�=,' �'[.5 n,.':ti:.?;. ..3' ? . 3r ..-:.""-' •'�+mm-•gP'` ,, ADP 3/16/2018 2 : 56:59 PM PAGE 2/002 Fax Server ACCW?1> CERTIFICATE OFLIABILITY INSURANCE °A'03116/2018 ��. /16/ 18 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 NAME; PHONE Automatic Data Processing Insurance Agency,Inc. No 1 Adp Boulevard ADDRESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A: AmGUARD Insurance Cor perry 42390 INSURED INSURER B: MAIN STREET BUILDING LLC IfSIURERC: PO BOX 895 West Barnstable,MA 02668 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 858134 REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PEPJOD 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. INSH LTR ITYPE OF INSURANCE INSD WVD POLICY NUMBER (MMDDIYYYY) (WOM UMTS COMMERCIAL GENERAL UAEIUTY EACHOOCURRENCE $ EMPGE CLA WWIADE OCCUR PREMISES Ea occurrence) $ MIED EXP(Arty one person) $ PER90NALSADVINJURY $ GENL AGGREGATE UMFT APPLIES PER: GENEIALAGGREGATE $ Policy ja ❑LOC PRODUCTS-CCMP/OP AGG $ OTHER $ AUTowBILE LIABILITY am $ ANYAUTO BODILY I%URY(Per person) $ PL ED SCHEDULED BODILY INJURY(Per accident) $ HIREDAUTOS PET ��NED $ H $ UMBRELLA LIAR H=UR EACH OCCURRENCE $ EXCESS LIAB CLAINLS+AADE AGGRECA-M $ DED RETEN110N $ WORKERS COMPENSATION X STA ER AND BUPLOYEFiS'LIABILITY 100,000 ANY PROPRIETORIPARTNEWEXECUTIVE Y� N/A N MAWC978955 02t06/2018 02/06/2019 EL EACH AOCIDENT $ 100,000 A OFFIFI�F BNIEER EXCLUDED? , EL DISEASE-EA MP $ Kr f yyeess�desry in rnbe urder 500,000 DES�HIPTION OF OPERAT10�5 hdow EL DISEASE-POLICY LIMIT $ ) DESCRIPTION OF OPERATIONS/LOCATIONS/VEHI LES(ACORD 101,Additional Ierrerls Schedule,may be attached if more space is required) r i s CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Attn:Debi Barrows 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis,MA 02601. _ A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD o_\ , Department of Indus alAccidmts _ Office of Investigations 600 Washington Street -- Boston,M9.02111 www.mass.gov/dia Workers' Compensation Insnranee Affidavit:Builders/Contractors/Eled-ricians/Plmnbers Applicant Information Please PrmtLe 'bl Name(Business/0rgmAzafion/Indivi Address: City/State/Zip: � � Phone 9: '��JU" �S ✓� Areyo an employer?Check the appropriate box: Type of project(required): 1.►�'I am a employers y 4. ❑I am a general contractor and I 6. ❑N constructs® employees(full and/or part time).* have hired the sob-contractors . . - . 2.❑ I am a sole proprietor or partner- listed an the attached sheet. 7. modeling ship and have no employees These sub-contractors have g. ❑Demolition worldag for me many capaiz . employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.msuran0e.1' regvired] 5. ❑ We are a corporation and its 10,❑Electrical repairs or additions officers have exercised their 11, Ph�.b' re airs or additions 3.El I am a homeowner doing all work �rap airs [No workers'comp. right of exemption per MGL 12❑goof repairs insurance ed. t c. 152, §1(4),and we no requa ] employees.[No workers' 13.❑Other comp.msm-ancerequired.] *Amy applicant that ebccks box#1 must also fiil out the section below shouting fiwir workers'compensation policy information. l t Homeowners who submit This affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractnrs that check this boxmust attached an additional sheet showing the name of the sub-Met actors and state Wbether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance far my employees th Below zs e policy and job site information Insur,moe Company Name: u /- 7 Policy_ #or Self-ins.Lic.# Expiration Date: 2'UV ' i vv( fob Site Address: City/State/Zip: ���j Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required tinder Section 25A of MGL e.152 can lead to the imposition of criminal penalises of a sure up to$1,500.00 and/or one-year impris ent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250,00 a day against tare violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify r er the pains and penalties of perjury that the information provide above is trae and correct Si Date: r24'L i . Phone# l�' �' Official use only. Do not write in this area to be completed by city or town offcciaL City or Town: Permit/License# L ority(cizele one): t r ealth 2.Building Dapartmentt3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Lispector_ on• Phone#: a' TOWN OF BARNSTABLE PERMIT CHECKLIST Sign off fours for Health: and Conservation are $-9:30 am. and 3:304:30 p-m. A completapermit appUca-an hiclmdesfiffing all sec&ns 1-13 1. NEW STRUCTURES/REMODELING/RENOVATION/ADDITIONS Site Plan showing setbacks of proposed and existing structures Commercial— Qne complete set of full sized plans one reduced 11"x17" (plans may require a stamp by FResidential htectorengineer). I'tY-4 Sets offloorplans no larger than I 1"x 17" smoke/co detectors marked Woer's Comp. Affidavit and policy(if required) ❑ Res Ch ck or COM check from the 2015 International Energy Cod Council(IECC) ❑Letter o . cial'Interest for new houses only(not required for rebuild after teardown) ❑Performance b ' ade out for$4.00/foot of road frontage (new construction onl Y) 2. DEMOLTION OF A BUILDING (NOT PARITIAL) ❑ Everything above plus shut off letters from following utility companies: ❑ Gas ❑ Electrical ❑ Water ❑ Sewer(if required) 3. DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS ❑ Site Plan showing proposed location ❑ Construction plans showing framing detail (if new framing), ❑ Pools—Barrier details,pool specs (engineers design) ❑ Workman's Comp Affidavit and policy(if required) FAMILY APARTMENTS ❑ Section 1 Plus: ❑Family Apartments are subj eat to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned to the Building Department. _ . �Le cpanrmcaracuea,�C� JR '�'�4 `;_- .,',Office of Consumer Affairs&Business R License or regrstration valid for individual use only HOME IMPROVEMENT CONTRACTbefore the expiration date. if found return to: Office of Consumer Affairs and Business Regulation Registration 5897 10 Park Plaza-Suite 5170Expiration ../1?�20:18 IndividuBoston,MA 02116RICHARD ANDREWP:RCHLIK=RICHARD PRCHLIK768 PILOTS WAYW. BARNSTABLE,MA 02668 Undersecrey Not valid without signature Common,ealth of Massachusetts nal Licensure Division of PRegula�Regulations and standards Board of Building nHS09 isor Const�r4 � Pires:0612812019 G CS-080591 RICHARD A PRCHLI,� 68 PILOTS W AY MA'0266J�� WEST BARNSTAB`E ISS i.�0 Commissioner —_�----__- 1 I l i • f � P Fi�..fFL�'C"' 11I T�i�.Fl 'q EiY LF I E`.BLE I0,i(i •.rF�it`.F4 Town of Bamstable Planning&Development Department s F Barnstable Historical Commission 200 Main Street,Hyannis,Massachusetts 02601 a (508)862-4787 Fax(508)862-4784 ' �or etin.asan(r�tow%baMMbl ^,au BAR- COMMISSION MEMBERS; Elizabeth) nkins,Dircaor Laurie Young,Chair _ Nancy Clark,Vice Chair " ° p- �' Marilyn FifieK Clerk Cmne Jessop,ALA S, Nancy Shoemaker Elizabeth Mumford � Cheryl Powell Gs� 00 r DECISION 10 rn Summary. Demolition Delay ft Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Appllcent/Property owner. R.Andrew Prchlik Sebjeet Property: 1081 A Main Street,Cotuit AMemor's Maip/Parcel: 3141014 Hearing Date: April 17,2018 Pursuant to the Barnstable Historical Commission receivi ng your notice of intent on March 22, 2018, a duly advertised and noticed public hearing was held on April 17, 2018 to determine whether the significant structure identified as a single family structure on this property is preferably, preserved significant building and whether demolition delay would be imposed for the partial demolition of this structure on the parcel addressed as 1081 A Main Street,Cotuit Alter review and consideration of public testimony, application and record file,the Commission by a unanimous vote, found that in accordance with Chapter 112F the partial demolition of the single family structure is not a preferably preserved significant building. In accordance with Chapter 112-3 F,the Commission determined by a unanimous vote that the partial demolition of the single family dwelling would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. Laurie Young.Chair i`` Date l i cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk 200 Main Street,Hyannis,MA 02601(p)508-862-4787(L)508-862-4784 367 Main Street,Hyannis,MA 02601(p)508-862-4678(B 508-862-4782 Town of Barnstable Building e `Post This Card,So That it,.is Visible From•,the Street ApprovedPlans Must,be Retained,on:J,ob antl yth�s Card Mustbe Kept , �, *'MAItNlT['ABL6. ' � .'. b '� '. n �' '': yf ',; ��t x � iij �✓ T � �r � � �� �' `;'s ui•��`� �#," Posted Until Final Inspection Has Been Matle mr a ,. r �, � � � � ' Where a Ce"rt�fieate�of�Occu ane` is Re uiretl such Bu�ltlm shall�Not be"Occu ied unt�f a Frnal Inspection_has been,made Permit Permit No. B-18-777 Applicant Name: RICHARD ANDREW PRCHLIK Approvals Datelssued: 03/22/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/22/2018 Foundation: Location: 1081 A MAIN STREET(COTUIT),COTUIT Map/Lot. 034 014 Zoning District: RF Sheathing: Owner on Record: PRCHLIK,R ANDREW Contractor,Narme RICHARD A PRCHLIK Framing: 1 Contractor License CS-080591 Address: 68 PILOTS WAY 2 WEST BARNSTABLE, MA 02668 Est Project Cost: $2,000.00 Chimney: I• Description: existing brick foundation is failing existing sill"rotted will replace silll Perm�tFee: $85.00 �� Insulation: sections as required and set new foundation beneath emu with Fee Paid $85.00 jo brick venner to match existing Final: I®ate 3/22/2018 Project Review Req: Work limited to sill and foundation �dt�+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. Rough Gas: All work authorized by this permit shall conform to the approved application and�the approved construction documents for which this permit has been granted. • Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zomnglby taws and codes. This permit shall be displayed in a location clearly visible from access Areetlor road a,nd shall be maintained open four public mspectron for the entire duration of the work until the completion of the same. Electrical �' �; »� F � v. Service: The Certificate of Occupancy will not be issued until all applicable signatures by Qd9ildmg aAmrIee Officals are provided�on this permit. Minimum of Five Call Inspections Required for All Construction Work , a 1.Foundation or Footing ,Ma ,, a e z .: Rough: 2.Sheathing Inspection Final: 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 Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.FinaI Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Wcrk 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 f GF ZHE Tp� 6�� �O Application Number.... ... .................................:.......... + SEIRNSTABLE, * .� S. Permit Fee......... . ....................Mer Fee........................ s6gq. Total Fee Paid TOWN OF BARNSTABLE Permit Approval by.�A.P..................On.3�a.Z.. BUILDING PERMIT (� f.� 4/� 6. ....................Parcel.....�..��.......................... Map..... ......... .. APPLICATION Section I — Owner's Information and Project Location t Project Address Village �;. Owners Name — (� Owners' egal Address City l State Zip Owners Cell# �P � E-mail �<�r ,_ �)1(✓� 7/�l i 4/16 l7 Section 2— Structural Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet .Section 3 —Type of Permit ❑ New Construction ❑ Move%Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty Fire)Gm C> Rebuild ❑ Deck Apartment Sprinkler Sy*m P__4 ❑ Addition __ ❑_ Retaining wall _.__❑-:Solar _ — 0% ❑ Renovation'. ❑ Pool. ❑ Insulation Other—Specify V\r CD Section 4 - Work rnDescription — F Tactnnrlatefl- 12/7R/7M7 Application Number...........................................:......... Section 5—Detail 60 Cost of Proposed Construction _1/,V Square Footage of Project ! 2-oh: Age of Structure 1?'ID�2� Dig Safe Number Total# Of Bedrooms (proposed) #Of Bedrooms Existing - � p ) 1-lO-MP-H Wind-Zone-Compliance Method-0 MA Checklist ❑ WFCM Checklist ❑ Design i-. Section 6— Project Specifics IY ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas [] Fire Suppression ❑ Heating System El Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Hyannis Historic District ❑ Old Kings Highway District . Historic Dis ❑ Y Debris Disposal Facility: I am using a crane ❑ Yes ❑ No 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. Lot Coverage Total Frontage Percentage of L e #of Dwelling Units (on site)g Setbacks Front Yard Required Proposed 7 Rear Yard Required Proposed Side Yard, - Required Proposed 3 Has this property had relief from the Zoning Board in the past? ❑ Yes © No t mow•i wy_. �r __.� . =�f x I - e � f r s s 4' v :f k r k{ f c � 'IF49 F' �M f ORW 1 �: ? C , �a Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr4Etjlon §b;pervisor CS-080591 'pires: 06128/2019 �i RICHARD A PRCHLIK'b-f. 68 PILOTS W43Y WEST BARNSTABLE.MA'02668T Commissioner C U Construction Supervisor nrestri cted-Buildings of an less than 35,000 cubic y use group which contain tai et 991 n ( cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Call(g or information about this license -_._)727-3200 or visit www.mass.gov/dpl GN. �P��rcoruuea�G�o��ocacju�eGt a Regulation . License or registration valid for individual use only Office of Consumer Affairs&Business Reg before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation - Type: Registration:,,% -35897 10 Park Plaza-Suite 5170 Expiration s�1018 Individual Boston,MA 02116 �. �r.�-<�----_-_�_---.jai:;. RICHARD ANDREVV RACHLIK RICHARD PRCHLIK+ rJ` 68 PILOTS WAY Not valid without signature W.BARNSTABLE,MA 02668 Undersecretary r The Commonwealth of Massachusetts Department of Industrial AccidentsfA Office of Investigations 600 Washington Street _ Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/PImnbers Applicant Information Please Print Legibly Name usiness/or bn/Indivi " (B ganzzaim -----Address: -ZZ—-i - City/State/Zip: �Phone#: (0 '(p Areyo an employer?Check the appropriate bow Type of project(re, paired)• 1. I am a employed with Z 4. I am a general contractor and I art time. have hired the 6. El New construction employees(full and/or p ) 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 me in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp•insurance j required.] 5. El 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.❑Other *Airy applicant that cheoks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sob-mmractors and state Whether or not those entities have employees. if the sub-contractors have employees,they must pmvide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the poficy and job site information. ITisprance Company Name: lM 1✓J►?l�(!,h I/ iy�b t i �%" Policy#or Self-ins.Lie.#: � Expiration Date: Zed" Job Site Address: 161bl & VUl W City/State/Zip: 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 tine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u thepains a�11�of perjury that the informationprovided above is true and torrent Si e: Date: Phone#• �, 2 � � s� Official use only. Do not write in this area,to be completed by city or town offcciaL City or Town: PeriuitMicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: f Application Number........................................... 4; Section 9— Construction Supervisor Name , Telephone Number '' Address G City State_ Zip �G f License Number License Type' Expiration Date Contractors Email ry ! L Cell# VIA I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S to Building Code. I understand the construction inspection procedures,specific inspections and documentation require b .7 0 CMR and the Town of Barnstable.Attach a copy of your license. Signature t Date,--" - Ih ! y Section 10 — Home Improvement Contractor Name Telephone Number .�?�,�-I Address ti 1,o city �I � ��'�i�� State Zip X��/� .� Registration Number Expiration Date 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 710 CMR and 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 PPLICANT,SIGNATURE ' Signature Date? Print Name e--�J . Telephone Number E-mail permit to: �c ( (�m Last updated: 12/28/2017 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board (if required) El Historic District, Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ , For commercial work,please take your plans directly to the fire department for approval. Section 13— Owner's Authorization I, 'as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name w. T.ast undated: 12/2R/2017 ADP 3/16/2018 2 : 56:59 PM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE °"'E("'I"°°MY"' -- 03/16/2018 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 po icy(ies)must be endorsed. If SUBROGATION IS RIVED, 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 NAMIE:: PHONE Automatic Data Processing Insurance Agency,Inc. Ext: 1 Adp Boulevard ADDI�ss Roseland,NJ 07068 INSURERP AFFORDING COVERAGE NAIC# INSURER A: AmGUARD kmzw=Cflrrpat y 42390 INSURED INSURER B: MAIN STREET BUILDING LLC INSURERC: PO BOX 895 West Barnstable,MA 02668 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 858134 REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH 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. LTR TYPEOFIfS11RANCE POLICYNAJMBER LINffS MNMERCLAL GENERAL LIABILITY EACHOCCURRENCE $ CLA G MADE 7 OOCUR PREMISES Ea oazrre ce $ MED EXP(Arty one Person) $ PERSONALSADVINJURY $ GENLAOGREGATEUMITAPPUESPER: GENERALAGGREGATE $ POLICY j&T LOC PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE LIABILITY am $ ANYAUTO BODILY INJURY(Per pwsm) $ ALLOWNED SCHEDULED BODILY INJURY(Per acddent) $ AUTOS AUTIOS HIREDAUTOS AN MS-0NIN® acd rt $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB HCLAACAME AGGREGATE $ DED RETENTION $ WOR4miSCONPBSATION X I STA AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE YIN EL EACHACCIDEVT $ 100,000 A OFFICE tg REXCLUDED? FY N/A N MAWC978955 02/06/2018 02/06/2019 100,000 (NIUye�sdaDoryIn�f IFH) EL DISEASE-EA BAPL $ DESG`Fild PP ICI OPBFATIONS blow EL DISEASE-POLICY LIMIT $ 500,000 DESCWTION OF OPERATIONS/LOCATIONS/VI}ICLES(AOORD 101,Additlorel R° wkr.Schedule,ney be=died R more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE DATE THEREOF,Town of Barnstable ACCO DPANCE ATHTHE POLICY PROVISIONS. NOTICE WILL BE DELIVERED IN Attn:Debi Barrows 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis,MA 02601 l A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD BR RNS)TABLE TOWN�, EPK Town of Barnstable 2018 MA!R G7 At-1-10;` � c Planning&Development Department Barnstable Historical Commission wipw-town.baensfable.miL uslliistoricalcoruiitissaops COMMISSION MEMBERS: Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk Gcorge Jcnop,AIA Nancy Shoemaker Elizabeth Mumford Cheryl Powell March 27,2018 Re: Notice of Intent to Partially Demolish Structure&Relocate 1081 A Main Street,Cotuit,Map 034,Parcel 014 R.Andrew Prchlik 68 Pilots Way Barnstable,MA 02668 Ann Quirk,Town Clerk 367 Main Street,Hyannis,MA 02601 Brian Florence,Building Commissioner 200 Main Street,Hyannis,MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical Commission will hold a public hearing.on this matter on April l7,2018 at 4:00pm;367 Main Street,Hyannis,2'd Floor,Selectmen's Conference Room. This public hearing will be advertised,notices sent to abutters and a notice form will be posted on the building or other visible site on the property. . Please contact Erin Logan at 508.862.4787 or crin.logan altovvn.barnstable.n-m.us for processing information. Sin�5ely, Laurie K.Young,Z/ Planning&Development Department;Elizabeth Jenkins,Director 200 Main Street,Hyannis,MA 02601,367 Main Street,Hyannis,MA 02601 BHRN JTAPI E TOWN LEL-RK Town of Barnstable 2018 MPIR L28 AM10:53 Planning & Development Department DAMOTABM Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission COMMISSION MEMBERS: Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker Elizabeth Mumford Cheryl Powell Chapter 112 Historic Properties, Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 1081 A Main Street, Cotuit, Map 034, Parcel 014 Pursuant to Intent to Demolish Structure The property located at, 1081 A Main Street, Cotuit, Map 034, Parcel 014, is associated with the broad architectural and cultural history of this area. In accordance with Chapters 112-2 and 112-3 (D), Barnstable Historical Commission Chair has determined that this structure is a significant building. Planning&Development Department,Elizabeth Jenkins,Director Erin K.Logan,Administrative Assistant 200 Main Street,Hyannis,MA 02601,508.862.4787 0 5 C Town of Barnstable Geographic Information System GCtp �i�?T�.�lEs u/�K February 12, 2008 Ir -�- jv IG®G�t led45 coil- V 0 ` 7 Fe f f _ ---- - ---_.,J' �-r DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map: Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Ow GAR,ALICE E TR I Assessed Value:$824900 1"-100'may not meet established map accuracy standards. The parcel lines on th' ap are only graphic representations of Assessor's tax parcels. They are not true operty Co-Owner:%EDGAR,JAMES Acre e:0.92 acres Abutters - boundaries and do not represent accurate relationships to physical features on the map Location:1081 MAIN STREET(COTUIT) r such as building locations. ,.ff A' Buffer r�Y (/rSrT Gr/i �oBrrr/ J Town of Barnstable Geographic Information System February 12,2008 019073 019079 C,034019 19072 #170 #157 C/019080 # 045 #103�, #0023 196 '#Ig7/ ! ! to 034039 Z' #1036 Q 034016 •+r, vt ("', 019134 Cc 171 019081 019143 # 034040 019139 #11 ( #7 0 Q 034057 4� 034013 034015� #1058 �03404 034075 019150 #10 T #19 #28 019142 CO (1 #50 #1077 ( �1J #88 V 019082 #4' ',-� 7 034059� 019068 Q, � L " � �#1077 034077 #76 #35 b' 019141 034056 �j #60, t 4+0340114 #30 ` 0 _ 91081 034076 OH�O GNP 019174 019175 034011 ~•� #6 #30 #1089 . __VVV 034012 ' 019154 #1081 #7 034055 019090 #73 0 #1090 #61 #73 #097 . 034063. '„ $ #37 019176 F _ 034044 IJ 034009 - #61 r 019147 #1109 #23 W 034053002 �+ 019146 � � 019088 #22 1'^ "} " '"'^�• #1106 034054 4 9120 019091 J 034007 #7� V #26 #24 IT034008 ''� �0 #,1119 0 9 8 it 108 019149 © ~��"�`�" 034053001 #10 "`� #80 034045001 019092 Q `�'^! Q 034005�f`'� #,69 #66 034 D06 #1131 u .#50 SHELL L4HE 034003 # f''] r—— �. 034�#1141 0_ � #92 7 #1148O 0119007Fee 19098019130002 019096 09# 93-- 019094 019093- 1019127 034002 03404575, #1151 #7110�5, & / � 55 #45 A#41 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:034 Parcel:012 bo Owner:EDGAR,ALICE E TR Total Assessed Value:$824900 undary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel ED 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%EDGAR,JAMES Acreage:0.92 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:1081 MAIN STREET(COTUIT) !#r such as building locations. Buffer /',F` S REVIEWED � F=� jSM0jKEDETECTORS R ARCHITECTURAL SHIIJGE9 1 J•�� OVERI5NFELT JATCH IXISTING CONT RIDGE VENT N B IL)I El DEPT. ATE (VERIFYpRCHI J N Z 2 12 NEW ROOP AND 51DING Lu Q51/2 ON E(15TING 5HED COMM y 2 7 �! � L ANDERSEtJ DH WINDOWS ® �l O DA -j MATCH TRIM TO IX15n- ` FIR DEPARTMENT ^'EKRA e'R' ^r/ y N MATCH IXISTIN EXIST.CL'G.Hi. L.IL z O TOP PLATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING COOT,RIDGE VENT EXIST.WDW HDR Q Uzi } o KNEE WALL - tV ARCHITECT U RAL511INGE5 O a ~ to b OVER 15N FELT r MATCH IX15TING _ (U6 FLR JOIST®2 O.C.) IXISi.SECOND FLOOR 2ND FLOOR .EXIST.CLG.fR. TOP PLATE NEW iOP_PLA_TE -_ NEW WDW HDR EXIST.WOW HDR -- ELI N ® pT n MATCH X15T. O - _ - in ® ED 9'WIDE X 5'HIGH ® , ' O.H.GARAGE DRS ® FIRST FLO MI I OR TOP OF FOUND. El jm��m rp� B OFOT. SIDING FROP05ED WHITE CEDAR EHINGIf5 DECK W/2'"ING @ EXP.TO MATCH IX15T. prop.garage additions - existing house - prop.mbr additions (beyond) proposed FRONT E L E V A T I O N $Instable Bldg.DGVL Z I kPproved by' F=� I i CUPOLA L—J Q - - 1n -� W Z CONT.RIDGE VENT J O m — ANDER5EN DH WINDOWS Q MATCH TRIM TO U15TING WDW HDR /4 Z LL SHINGES J ARCHITECTURAL ' I�•1 OVER 5k PELT n w MATCH FISTING ^ Q Ib w AZEK TRIM DETAIt5 TO MATCH IX15T. — u W W LLI SECO R CLG.HT. -- - ^, LL TOP PUTSILATE_ - WDW HDR � LLI u Z Z ojf A2EK CORNER Do. ,/t N MATCH EX15T. - Yi - Q FMI - Y Z O opr0p. � n � WHITE CEDAR 5HINGLE5Q IXP.TO MATCH EX15T. CFIRST FLOORLL TOP OFFOUNDproposed additions prop.kitchen/breakfast additions existing house k a. ~ DATE: 03/23/2018 proposed _ SCALE: AS NOTED LEFT SIDE ELEVATION DRAWING p: Al - 5 N • C Y I I t NEW RAKE TRIM AND CUPOLA ,�'Y 51DING ON EXIST.HOU59 L 1 N (DMND) J � + NEW ROOF AND SIDING J N ON EXIST.DORMER ® N y QU N O� 0) c t N c y OS PROPED SHED DORMER TOP PLATE / IXIST.WDW NOR G E _ AT 05EN - al ARCr1RECTURALSHINGES WDW NOR OVER 15#FELT V MATCH U15TING b u AZEK RAKE TRIM 12 I3X6 FLR J01902 O.C.I MATCH U15TING Q4.25 A KSOFFIT DETAII9 EX IST.SECOND FLOOR TO MATCH U15TING EXIST.CLG HT. 2ND FLOOR - NEW TO_P PLATE \ TOP PLATE W DW HDR MATCH IXIST. ED ED _ ANDERSPN ON WINDOW5 MATCH TRIM TO IX15TINGED p (TYPICAL) FIRST FLOOR SOT.OF SIDING TOP OF FOUND PROP.BULKHEAD PROP.OUTDOOR 511WR WHITE CEDAR SHINGLES prop.mbr additions prop.kitchen additions prop.groge additions @ FXP.TO MATCH IX5T. (beyond) Proposed i REAR ELEVATION 1/4"=1'-0" z O N I I L—J I E3 1!Q I � xi U) I W Z PROP.5HED ROOF I RAKE TRIM TO J O ON EXIST.DORMER MATCH IX15TING ANDER515N ON OW5 DO MATCH TRIM TO IIXI D 5T NG x Q ITYPICAL7 Q AZEK RAKE TRIM I TOP PLATE U U) > MATCH 15TING PROPOSED - WDW NOR E /K/ Z W LLI 5HED DORMER 12 F�-1 w J 2' w 12� / �12 N Q w / \ TO MATCH IX 5T. n / \ w U) / \ W CLG.HT. / \ W 2ND FLOOR - - TOP PLATE N-I WDW NOR _ ® FFM / AnK CORNER BD. Z Z MATCH IXISTING _ j. A_nK RAILING GC 2'HIGH WHITE CEDAR SHINGLES O L g IXP.TO MATCH E(I5T. Q w FIRST FLOOR FIRST FLOOR O TOPOF FOUND F U di PROP.BULKHEAD W IvFxnYssNert woM K � a � prop.deck exist.house prop.mbr additions proposed kitchen&mbath additions prop.garage additions DATE: 03/23/2018 proposed SCALE: AS NOTED RIGHT SIDE ELEVATION DRAWING#: 1/4"=1'-0" A2 - 5 14--0" --- ---� I y I N 1 1 In I 1 1 ---------� J @ S2 LLJ (ALIGN TO E(15TING WALL) proposed 0 Q O 6) m h BEDROOM -----J , 1V S z Ln \ r I shed ormer N V proposed / \ prop. a \\ I I (ab ve) I I o /1 M.BATH 1 FAMILY OOM 1c----- Li O I -- ti u m UP I I 1 I ui Pr°P. BATH I I I k6 U 1 ti 9 FOYER PANTRY a ---J a'xs • II 11 snower .. — / LLr_ --11z-- -- ----�L----------- / KITCHEN \ �r REMovE E(15T G \— LA - proposcd -. MUDRM. // me ceAiny \ I IWf PORCH N I „ i P proposed ROPOSED PATIO I enwa ed > e ovz ed SECOND FLOOR @GARAGE DINING RM to LIVING RM - PORCH Imo\ I6 2. _ r z II II Z IIIIII II _ o v 61111111 D I q S2 q \ 1O_7 Q 0-4 LI poposed - PROPOSED J N GARAGE FIRST F L O,O R PLAN LoFTu x a --- ,r I Sq ' Sq BATH / f p a Q ==_ 00 �,'`, W w Nl 3 c (r!v z Q cn J BEDROOM #3, / D' BEMOOM #2 Z z a t,,• d a N 2 O _ __________________ ------____-- _1_ O hba 1 o J 9 a " di u- 4 J a � \ / DATE: 03/23/2018 SCALE: AS NOTED ' PROPOSED SECOND FLOOR @ HOUSE DRAWING#: 1/4" V-0" A3 - 5 L Sz r- - - - - - - � I N In q S1,A14 " I I I S4 _� In Lo 0-4" b'-O I 4'_O" 9'-4"(+/-) -'-I __..I DROPPED sneLF® (ALIGN TO EXISTING WALL) p-1 `� I a LLJ N NO OUTER EDGE CRAWL SPACE SILL I I ` TO FOR 2XG NEW TOP PLATE — — — — — — — � Q In Q °� MASTER o I IL o c' I I Z `� >- Ln BEDROOM m l U V A DO � — — I • fi, � I � I I I I II V=---- FIRST FLOOR DROP WALL E' — DELOW MAIN WALL I- T T-1 �1 - CRAWL SPACE II II IIII1 �---�—I�------IIIb_m—ll -- PFIIr`Uop�LosL e dB ASE9M'-eE°NT SII 2 q�IIIII 8'-d�IIIII —_<m= -----71 IIII ----- q_ '1IjII1I IIII1 1III I1 14'_0" L � --- I-11J EXISTING BEARING? SECTION — J C 11 M. BEDROOM RAWL SPACE 3 rTI0w o I Np III vN zwI1 � � I I ^ /^\ \\\oll a ALIGN RA TO EXISTING ROOF N I I proposcd I _EXIST.CEILING HT. / -- --_ - I--L LL1 COMPACTED FILL I ]'D'PhI WON HDR \12 Z_O •Ta.I JDHD Z Ir---, s z 4 I Q O �u NOTE: ADJUST SETBACK ACCORDING U n o :- I I U OIMERSEC ION OF ROOFS J \ (:N Z F W /2'CD%SHEATHING CO PE I I I IXISi 2ND FLOOR -415 i \\ ] MULTIPLE OPENINGS � m as -- u \ _NEW TOP PLATE Z I I I I h--- I Q I J I NOTE: ALIGN #dFFB N 1 ]'WOW HDR w J TO iO GARAGE I W Lll d NAIL Ed COMMON EXTEND HEADER G KITCHEN F1-I NAILS @ 3-O.C. TO KING STUD Z N - I_ c o I o Q to O 26'_O aco NAR TOP PLATE I I I 'z Z I-- 2-5/E'ANCHOR DOLTS TO ETM.OF HGR. W-3-PLATE WASHERS 2 ROW5 16d NAILS I I - Q ®3'O.C. FIRST FLOOR (ALIGN TO EXIST.) -FIRST FLOOR Q Z OPENING PROPOSED (VERIFY E%(STING fLR FRAMING) Z3 FOUNDATION co FOUNDATION PLAN 1/4"=V-0" FULL BASEMENT 0 W J a � SECTION (1 NARROW WALL BRACING 2 KITCHEN „ uriF N.T s. DATE: 03I23I2018 A-4 --J )/q��_)�_a� SCALE: AS NOTED 20'-0' DRAWING#: A4 - 5 BEAM 8 STRAP 6✓ RAFTER 016"O.C. LSTA®EA.RAFTER N END -u DISTANCE _ •�% - D _ N oDp 1-12.5�V EA.RAFTER t U To In RIDGE BEAM N TOP PLATE J cm NOTE: J L N RIDGE STRAPS ARE NOT REQUIRED WHEN LLI L O COLLAR TIES OF NOMINAL I x60R OF HE ARE LOCATED N THE UPPER CHED TO RAFTERS / Q ATTIC SPACE AND ATTACHED TO RAFTERS SECOND FLOOR USING S)IOtl NAILS EACH END = t N WDW HDR_ \ \ � @ /r.\RAFTER TO PLATE CONNECTION /(� E In \\\ V SGLE N.T.S. V V } O- `; RIDGE BAND STRAP v I \ I SECOND FLOOR TOP PLATE ' \. l 32 S1 I � S1 u GARAGE \`?tl a 1 a o `\1l in \ FIRST FLOOR ` FIRST FLOOR — TOPOFFOUND I _ _ I I I q THICK POURED CONC4ETE SLAB ROOK — O WITH FIBER MESH ON C N COMPACTED I GRANULAR 5A5E I I I r---� I I I I I II I 2S'-a' 1 1 I I I I I I I I I I 1 II I 1 SECTION I I EX)ISTIN 1— ROOF 3 GARAGE 1 1 " rLN I I g > • A-5 T�a.�=,,-0„ i 1 ii I it l I II I I I 1 I I I 1—I LI I EXISTING ROOF I--1 —T Ix NAILING SCHEDULE r m -- — — — -- -- — ii ---------------- ---------------- z 1 x xUMBeROP NUM z O B[ROP xaL SfACNG 1 I I III r ` JOINT DE5CRIPTION cwMox NaLs Bo.NaL5 I III— _ __ JJJtltltl W ROOF FRAMING - DTOR.rreRrrofNaLeD) z-Toe eAen exp 1 I S2 \ / � � Q V wM po"AeD ro enn[reRINJp NaLm z-an a-iw n N - \ / Cc W WALL FRAMING \ / - U) w nATGs AT ixreRs[rna+s nAce xaLeDJ I 06 o snJD IrAG[E2L ic6de z-�iu ATza•"o c. I W nenpCR TO n[ADUt pAe[Nultp) i Cd FLOOR FRAMING 1 W Lu C.9 i z e OR aRD[R Roe xAiLeD) BL«NNG TO SU OR AR®IROf NA—) 3-1. R-�� CACn BLOCK I TO t0 B[ut OR aRpeRR>O[xutep) I I I�'•L G .lasrRooi l�ioeeR ro B[AMN«uaLem 3-Toe PeReasT BAND A)ST TO=1IUvp xalIDl 31i 6d +-i 6e P[R AST 1 . Q BAUD-ST To a¢OR TOP Pwre ffO—1.1 z-ieD a-iu POE reor PROPOSED � � Z W ROOF 5MEATHING i 1 Q Q u- wppp BTRpGNR L 1.1. I ROOF FRAMING L- RArTCRB OR TRU55[B BVACU)UP i0 i6 . Oe 6•IDGUc•Fl¢p 0 RATERSMTRUSSM—CM—kI6.O.C. a oa [DGDc•n[D I I /4'=14) o GABLe wpwuL RaUe oR RAK[TRuss.a eABLe Ov[w)aJO oe c eDGtic HELD S3 — S3 p pwuL RA2 aR wKe muss.esTRuenRu as e•eearc•NeLp 5 I I 5 wWBL�EDwuL RAKe OR RAKe rwss�J Loowur BL«Ks .•coca.•NriD .. T1, CEILING 5MEATMING I O w w AUBOARD Preto - WALL 5HEATHING - I a � sTRuenJRu PAxels sP.eeD UP To z,o.c. m loe e•epGulz n[ID I I DATE: 03 2312018 X'AND 9iz RB[RBOARD vaN[LS - CDGUK'Fl[ID X.'GmUM WALLBOARp Se<Oa[RB r[OGUiO Fl¢p FLOOR 5MEATHING L---------------- ----------------- I OR SCALE: AS NOTED TgJCNRAL PAu[LS � � ' �iss ee Toe e•epem•rmL° DRAWING#: i6e 6•CDGUG'FlfLD A5 - 5 L_ NOTES 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER - ,. PUNN05E. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND k OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE WITH TOWN. clone -� EXIST.DWELL. /1067 #1077A \ \ 1 \ I \\ p01¢ __ LOCUS MAP EXISTIN / _�e_ I \ SEPTIC TANK sue- �\ SCALE 1"=2000't TO BE CPPRt' \ --- R REPLACED \fHOE ASSESSORS MAP 34 PARCEL 14 EXSTING 1989 pq \��� o `�\ LOCUS IS WITHIN FEMA FLOOD ZONE X nTL 5 (AREA OF MINIMAL FLOOD HAZARD) I� \ SEPTIC TO ZONING SUMMARY \ - \I PROPOSED I ,° \\ ZONING DISTRICT: RF DISTRICT y/� \ I y77J77T� o p11 MIN. LOT SIZE 43,560 S.F. \ / o 5P MIN. LOT FRONTAGE 150' \54t SF \ / MH - _ MIN. FRONT SETBACK 30' °gal\� \��� EXIST.DWELL \� a O UR`pOVE MIN. SIDE SETBACK 15' ,�\ MIN. REAR SETBACK 15' PROPOSED #1081 $ MAX. BUILDING HEIGHT 30, \P FNO . ��� GARAGE h 4 / \� 5 2 ITE IS LOCATED THE-,I S STocKAOE ao / / W o - PROTECTION OVER A,Y IDISTRICTESOURCESITE IS LOCATED I °ENce THE ED i ^Y " MQ PROTECTION OVERLAY{IDISTRICTOUIFER SITE IS LOCATED WITHIN THE SALTWATER ESTUARY PROTECTION OVERLAY Sft �OORTVfµq / (3 BEDROOMS EXISTING- MAX.) . 010898 LLJ ry l LLJ J o^ ? ?r E o N In 'c, Z 2,3 Q 4 tL EXIST.DWELL M C•P� � /1089A 0 N SITE PLAN_ OF 1081 MAIN STREET I off 508-362-4541 COTUIT fax 508-362-9880 PREPARED REPARED FOR down cope engineering,inc.civil engineers ANDREW PRCHLIK land surveyors MARCH 22, 2018 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 ScGle:1 20' I—3O V HISTORIC 0 10 20 30 40 50 FEET 17-386 PRCHLIK.DWG 1 I e . 1 s �a- M. �,, �. - '�'� r.st 4.,�1/. �� �� � �Ir � r- 1..f?IA •¢;,:'.. — � �' j �� • •.i�� P.�®roy ��"_, Ill �A�lAr �F&�/ �.':«:�5� .}�' ,tt+, ��.- '1.. t F p•` v _ ..,. ,. �My 1 f� 1�1� -a Riol �I 11 `aM .l�-Jls� — 1! I�a AAA ,¢i■ 9 ( 1 11 VIERI'11Hf1'll77 1111 ti- ,� ir. � I� I ��� �r'. � - Jr) '� il.-�I I' S➢1.A'D �.;ar%�—�.��.w' ..�.. ��11 r. r.�_�- �, I ._ s� 1 7 • ILA``�SI • e fq� �•� � �t.� ��` I ��!�T b •III'+ + ._... I I I I 12 (VERIFY PITCH) 12 (VERIFY DORMER SIZE&LOCATION) WDW HDR 0 (VERIFY HDR) (&CL'G.HT.) (3X6 FLR JOIST @ 2'O.C.) SECOND FLOOR CLG.HT. - 0 0� dJ a0 0 0 � FIRST FLOOR BOT,OF SIDING EXISTING FRONT ELEVATION 1/4"= 1'-0" REVIEWS® APR 7. 2018 Town of Barnstable Historical Commission CLG.HT. WDW HDR El I FIRST FLOOR EXISTING LEFT SIDE ELEVATION REVIEWED APR 17 2018 Town of Barnstable Historical Commission i FE01 (VERIFY DORMER SIZE S LOCATION) ' CLG.HT. WDW HDR �- FIRST FLOOR (VERIFY BSMNT WDW) EXISTING RIGHT SIDE ELEVATION REVIEWED APR 1 ► ? Town of�BrrE�t^h Histori,cab h+Y44U')iio vl� ® 12 (VERIFY DORMER 12 (VERIFY PITCH) SIZE&LOCATION) CLG.HT. WDW HDR EXISTING a� KITCHEN qj (TO BE REMOVED) (VERIFY WIDTH) - FIRST FLOOR FIRST FLOOR EXISTING REAR ELEVATION 1/4"= l'-U' REVIEWED APR 7 f� 3 {-1 A / 1 II � II EX15TING I I I.I KITCHEN (TO BE REMOVED) II II . II II II UP II 2'G"C.O. T- 0 fil X N � olI °II II — I I of I PANTRY NI I II II O o I I DINING RM 5'-1 I/2° 5'-3 I/2" II �n 2X4 BEARING WALL F, II 10'-5" — `O,, ol N BEDROOM q NA BEARING WALL Z GXG BEAM ABOVE O 12'-8" v x N F. a. r2X ,ON FLAT) v CL t9 N LIVING RM L ME'— a� o I I N FOYER NII N III f 13R i l UP of �i4e N i 4'-0" 5'-10" 7'-2" ol 7'-0" 24'-0" EXISTING FIRST FLOOR PLAN 1/4"= V-0" 2 �o °' o o� rn D 7 TV M Uj L O (D 1 ' (VERIFY WDW 51 E#LOCATION) DN 717 I I / I I / i _ LU oo I I I j BEDROOMlu I (VERIFY LOCATION) w N ' I I I I I W I �I LU w o u ul o U-i� I LU a I I I I I ' DN , I I BEDROOM (VERIFY LOCATION) . I I I I . I I i (VERIFY WDW IZE 4 LOCATION) 24'-0" EXISTING SECOND FLOOR PLAN 1/4'= 1'-0" wo _ o w --j 33 n Fnw - m Ns o o'rn I 4� ap r s a� � .�--•g+x�.;rtz�+c•-,�..� �, f iwa'x` vt ,Po €, b � :Ili® # w ''•� 'CIS..e�i s+,�` Ow x �� a.®.►�v«--. r 'i '�.'a Ot 1rc e{6 + .€4< 3' •' dt z{, .,y V�.H59'01 _I'.� 1i R �f 9A �- ,pEMM� A1��1'l trr ."'"•.S'f c x-.� x..-. Jw�-�i '� 7fa•r '�P�'IQ"d4�+,ZBE :�area <' r�"_s-•.'�"• ..`...-.'�-� a.�ix� '�- _• g---�'►�'.` ��l�l��± i_ �'°. •."` 1��1 a� .I!.a.v' �^'�kl�.a �{4 4 �• ,a�� d�?� �1� rim I ®'aSp Map �M ra9i �Ot7il�J Io® aeR Be■ 13lR " �, ' � �� ��T � #r�f (�,I '.� i ��� '�' � �' I(��1'�lin11111i �..�,-.I[-'-� _ � •ia c 'a��� "�f,,: `."�,' ��c. R ��1� -'�,1`�'�0.�4�. ! _,---��= `—gip+�_��",,,..���; ���"lR�tlt '[',5�•,;�"�l 'j �� ' _''c lsc-4,t'ni"R •�,:. ;�'-- - a� .Y 1 J I i F=� N ARCHITECTURAL 5HINGE5 U - OVER ISp PELT t r^ p MATCH EXI5TING CONT.RIDGE VENT L 1 N J 2 J N IVERIFf PITCH) 12 ® 12 NEW ROOP Al T SIDING W Q QS I/2 OIJ IX15TII4G SHED DORMER , \ J2� _ Q V ((� MATCHRI DH WI 15fl IJ MATCH TRIM TO IXISPIIG � y U M TCH EXISTIIJG _ EXIST.CL'G.Hi. 11�J c E m TOP PLATE CONT.RIDGE VMIT IXIST.WDW HDR r�Qt� _ O KNEE WALL (V _Z Z ARCHITECTURAL SHIIJGES O LS a cV OVER 15#FELT fin' a MATCH EXISTING ---- O n N (3X6 FLR JOIST-y 2'O.C.) IXIST.SECOND FLOOR 2ND FLOOR IXIST.CLG.Hi. TOP PLATE NEW TOP PLATE IXIST.WDW HDR NEW WOW MDR - - V Z AZEK CORNER DD. � ® ® = ? MATCH-5T. lit 9'WIDE X 5'HIGH BI- O.H.GARAGE DRSDIE- FIRST FLOOR BOT.OF SIDING TOP OF FOUND. - PROPOSED WHITECEDAR511INGLES DECK W/2'RAILING Q UP,TO MATCH EX15T. prop.garage additions existing house prop.mbr additions (beyond) ti proposed FRONT ELEVATION 1/4"-1,-0" Z D s w F=� ' I I CUPOLA L_J Q CO W Z CONT.RIDGE VENT J O m Q ANDERSEN DH WIIJDOl�S t \ MATCH TRIM TO EXI5TIIIG Z W WDW HOR J ® ARCHITECTURAL SHIIJGES Q' OVER I Sp FELT W MATCH EXISTING 00 m W A_ZEK TRIM _ DETAIL5 TO MATCH E(I5T. — W IY w SECOND FLOOR CLG.Hi. W W ILLTOP PLATE WDW HDR F" W G cn J 'Z otS AZEK CORIJER DD. ® ® i MATCH EXIST. _ - a ac AZEK RAILING C O 2'HIGH WHITE CEDAR SHINGI.ES -' Q UP,TO MATCH IXIST. CO FIRST FLOOR O LL TOP FFOUND U REVIEWED proposed additions prop.kitchen/breakfas}additions existing house pro deck a ~ P 1 DATE: 03/23/2018 proposed APR 17 2018 SCALE: AS NOTED LEFT SIDE ELEVATION DRAWING#: 1/4"=V-0" Town of Barnstable Historical Commission Al _ 5 L N _C NEW RAKE TRIM AND CUPOLA N f1 N SIDIIJG ON EXIST.HOUSE \J J N .. (BEYOND) J J 2 N NEW ROOF AND 51DII4G W Q ON U157.DORMER ry m EXIST.WOW MDR FROP05ED 5HEO DORMER TOP PLATE -- AT MTCHEIJ ® WOW HDR > O ARCHITECTURAL SHIIIGES - \J OVER 1 5M PELT \ MATCH EXISTING � a N Lfl AZEK RAKP TRIM 12 (3X6 FLR JOIST T O.C.1 MATCH EXI5TIIIG d 1.25 A2EK SOFFIT DETAII5 EXIST.SECOND FLOOR TO MATCH EXISTING — 2ND FLOOR EXIST.CLG_Hi. \ TOP PLATE NEW TOP PLATE - WOW HDR MATCH EXI5T. O N ANDERSEIJ DH WINDOWS MATCH TRIM TO EXISTING TT FIRST FLOOR BOT.OF SIDING TOP OF FOUND PROP.DU"RAD PROP.OUTDOOR 5HWR WITECEDARSHINGLES H prop.mbr additions prop.kitchen additions prop.grage additions 0 UP,To MATCH EX15T. (beyond( proposed REAR ELEVATION z Z o w F—� I I L-J L Q U) w z PROP.5HED ROOF I RAKE TRIM TO J J O ON EIX15T.DORMER I MATCH EXISTING ANOECIO — MATCPH TRIM TO M5TING Q (TYPICAU F— Q TOP PLATE V (n A_'EK RAKE TRIM ® WDW HDR Z W MATCH EXISTING PROPOSED 2 - J SHED DORMER 12 /� �12 IL Q w N m W To narcn APx1 IST r F— / � w cn W 2ND FLOOR w CLG.Hi. ) TOP PLATE cg w '�_nn WDW HDR V ® � L ® N Zz 06 CORNER BD. I.. MATCH EXISTING Q at$ G 4 r x AZEK RAILING 2'HIGH WHITE CEDAR 511 Gl Q ®UP.TO MATCH FX15T. N � CO W � O FIRST FLOOREll FIRST FLOOR TOP OF FOUNDLij PROP.BULKHEAD W O 1- ' IWRcvurun wowl a � prop.deck exist.house prop.mbr additions proposed kitchen&mboth additions prop.garage additions REVIEWED DATE: 03/23/2018 proposed SCALE: AS NOTED RIGHT SIDE ELEVATION APR DRAWING#: 1/4"=1'-0" TOM of Bamsta le A2 - 5 14'-0" 1 ------------ LLJ U1 N I t (ALIGN TO EXISTING WALL) proposed I b Q (n / I BEDROOM i � � � � N DL o m E3' L--------- I � \ I shed or er N V proposed � / — \ M.BATH Prop \\ I I O. CIL — — — - j FAMILY ROOM ,\ — LAUN. --� ---- I . TCL _ 13r UP N N prop N BATH ® I .d prop. GL I L FOY - shower — ._1 siz r prop d \\ LL ON — 11Z., � i..- __---lL_----- -- r--- J---- _--- proposed /// KITCHEN \\ 4r REMOVE IX15TING WALLS I propos d MLIDRM. j j / aoI a m,,"y �` PORCH N d r 7'1- re"ovaeed PRoposeD PATIO IDINING RM o�//j j$ LIVING RM SECOND FLOOR GARAGE prop a \ @ `v PORCH m Ll- I i O N � h6o• I I I I UP -- ------ W roc I 8'_O" S2 4 I Q I proposed PROPOSED J J N GARAGE FIRST FLOOR PLAN L m LOFT = Q r — — I =I:-o:. — ——— a ? S3 --- AkD -------<------ 1------- z CQ 5/� o Q G--- 0 m u - as+ O � � I' w W all W W z z BEDROOM #3 BEDROOM #2 Z Z z a — Q Q of N O ------------------ ------------*6e —I— O �,- u. I O r cl a \ / DATE: 03/2312018 SCALE: AS NOTED PROPOSED SECOND FLOOR @ HOUSE DRAWING#: 1/4"=Y-9' A3 - 5 HJ 52 I r- - - - - - - -I I Aa I I I I DROPPED 5HELP Q (ALIGN TO D05TING WALL) proposed I O W N OUTER EDGE I CRAWL SPACE FOR 2X9 SILL NEW TOP PLATE - - - - - - - I I - = S N ------------- J y MASTERU --c D 0BEDROOM DROP WLL BFIRST-LOOR BELOW MAIN WALL r TJ UQ �Z a II I I I I CRAWL SPACE I I I 'y -------- n\ /I II 'I III I x propos ed I I ----- ----1-.I---- -- 1 --11 I I I• FULL BASEMENT b I II I L� 14'-0" IG - ---J I - SECTION I " _ CRAWL SPACE M. BEDROOM - - r - - - I ery, o \ m A 4 I ha"=I'_G" 22.-0' 3'47 I Iz F-- — — — — a FI�I --_---- II I1 I: UP z o L—•— — — I S4 a�-a� w Q ALIGN RAFTERS TO EXISTING ROOFproposed C -------------- V) COMPACTED FILL _EXIST.CEILING HT, /�------ ------ J T{J'I'/-I WOW HDR // F -, 12 Z a5 co i // IV Al 1 .T. Q O NOTE: ADJUST SET BACK ACCORDING' TO INTERSECTION OF ROOFS U (VERIFYIXIS KNEEWALLI / - LIJJ \\ 2 a 0: Z LL L _ 2 X CID 12 Q I/.•CD%SHEATHING C0I4TINUOU5 HEADER ` \ Q 7 as Q MULTIPLE OPENIIJGS N 4.25 2 I\\ co IXISi.2ND FLOOR u - I \ _NEW TOP PLATE Z - NOTE: ALIGN A,;C dFFN N 7'WDW HDR Lu J i0 GARAGE - W lJ.l d NAIL Bd COMMON tTTEIJD HEADER —,— N G % KITCHEN N Z NAIL5 Q 3'O.C. TO KING SiUO w O O Q U 20-0„ NAIL TOP PLATE 2-5/&ANCHOR BOLTS TO T.OP MDR. Z w/3•.r3'PLATE WA51ER5 2 R0W5 GE NAIL5 I - Q ..� ©3^O.C. Q Q z FIRST FLOOR.(ALIGN i0 E%I$i) FIRTT FLOOR c Z OPENING (VERIFY IXISTING FLR FRAMING) C • PROPOSED FOUNDATION a , co o FOUNDATION PLAN OC 1/4"_1'-0• FULL BASEMENT w w lZi a a � SECTION E /I E /i1 E NARROW WALL BRACING KITCHEN C V N V waE:R.Ts 2 DATE: 03/23/2018 L--J APR I ? /, l d SCALE: AS NOTED I'f� _ DRAWING#: Town of Barnstable A4 - 5 Historical Commission ` - BEAM&STRAP RARER y 16"O.C. 6v LSTA C&EA.RAFTER 2r �" END 1-1 _ y DISTANCEIr.10 �\ N N 000 H25 iav EA.RAFTER / LD RIDGE BEAM � TOP PLATE J c@ NOTE: \ J L N RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL 1x6 OR a,I LUMBER ARE LOCATED IN THE UPPER THIRD OF THE SPACE AND ATTACHED t0 RAFTERS SECOND FLOOR USN Q U N USING 5110E NAILS EACH END LLJ WDW HDR_ _ \ \ @ \ \ V C RAFTER TO PLATE CONNECTION Q E T. z } \ N. @)RIDGE BAND STRAP FAMIL ROOM " sc_„.Ts i \ \ I \ ` I SECONDFLOOR ` iOP PLATE �\ l S2 I \ Zl 4 I I \ N GARAGE �\7 a a I I � I \ 1 FIRST FLOOR \\L FIRST FLOOR TOP OF FOUND I ' III�III�•. 4'THICK POURED CONc SLAD FLOOR O WITH FIBER HIEOH ON C N COMPACTED - ' III— ��T�EGGTRRANULAR DA5E � I I I I I I I I I I I I I I I I I I I I I II I SECTION - EF-I S T I N _-1 I I s GARAGEI N I I I I II I ' I I �� I I-- — — -- — — — -- — — -I r�'I Q I I I I I/\II I i I W II I EXISTING IIROOF J J m NAILING SCHEDULE - - , i ---- — -- -- — ---- — � i'i � I = Q I, r--------- ------ F— Z DMa[RGP NLSPKAG U) 0 JOINT DESCRJFTION Z ROOF FRAMING S2 d < ~ Q U NNG rO—F ROe RIM BOARD TO RP[Te.¢(CND NHL[D WALL FRAMING TOP PLO 5 At BIr—CII-5(rACC NUL[D) - ,DIrACCNMLfD) z16° -�r Ar Lovers neT'.n°ex m� 1.�—„aum 1ce z+o.c°uo„G eDGes W W FLOOR FRAMING W U L.TOP nAre ORGIaoeR rrOe„NEED) +a+ PeR.lolsT Z sr lroe NAILCD) z.al i-i oe F— BLocNNGro �L—ILLreBo[NULem 5-ice -ire encn U-1 - Q ewrnce NULem s.Iw +-i� i Q Uq5i au leDGtRT D_TTOe„uIfDI 31 s-I RRH.IoiS�T aPND Jgsr TO—IWD„uL[DI 3-I6i +-i ed PG2"ST aura LOST TO 5u OR TOP PLAT[rto[NMUD) z.�cD 5-ice Pezroor � PROPOSED Z LL F ooF sHEArHING ROOF FRAMING Q LL. aooD sTwGrDRAL PAN[LS I I RRAKrir[[RRSS OORR i6' ... IOf lDGBCFlI¢ II S3 O US SGK[D PW0 16OOL0 1/4 I_ O WALL RAKC OR RAK[RU,95 wlo GABL[Ov[RHA„O Oe 6'fDGf/a'NpD cA�e�e er„Iownu BAAe oR ruKe muss wl srRucruRu m is seDGrc rleLD S3 I,_ A5 � � � GABLC L„DwALI RM[OR RAKC rRU55 w/LCOCOui BLOCKS i Od CEILING 5HEATHING I w di GTP�1M wALlBOARO Sa CGIXeRS I R�� �\� a:E � 1— WALL5HEATHING • 15WED a ~ —D SrRUCNRAL PARS SN055PAC[D UP TO 21 O.G. 3d iW 61-2—D DATE: 03/2312018 i5'u+o=,;neeeeoaeD PA„as e„ a'[oGUG•riew APR i�'GVPSUM WALLBOARD Se COOL[RS - T[DGfIIO'Fl4D 17 A..7 U18 FLOOR 511EATHING L---------------- ----------------- SCALE: AS NOTED —ODSTRU of Barnstable DRB�NG#: i OR LESS b iW 6'fOGf/I'f�[LD RFAr[RTnA„�• �De 6•fDCCIerIeLD Historical Commission A5 - 5 NOTES 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3, CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE WITH TOWN. #10778 EXIST. 7DWELL. $1077A \ \\ / EX IN _ LOCUS MAP SEPTIC TANK 5B — \ SCALE 1"=2000't TO BE CPkO --- REPLACED UN E / IM \�� ASSESSORS MAP 34 PARCEL 14 EXISTING 1989 /� p \\�� / o �� LOCUS IS WITHIN FEMA FLOOD ZONE X nTEIE -- \A�OpRr �� (AREA OF MINIMAL FLOOD HAZARD) \ SEPnc TO �K'Y \ REMAIN _ \ �r \ r/ 'OJillO o ZONING SUMMARY Aool I ,6 _ \ �\ ZONING DISTRICT: RF DISTRICT MIN. LOT SIZE 43,560 S.F. / MIN. LOT FRONTAGE 150' j 1gY54t ' MIN. FRONT SETBACK 30' Vol Exlsr. DWELL q �0 �.4' ut1�Po`E MIN. SIDE SETBACK 15' 0 -t u'f MIN. REAR SETBACK 15' —� #,oe1 a \ MAX. BUILDING HEIGHT 30, PROPOSED GARAGE h a a. z SITE IS LOCATED WITHIN THE RESOURCE SrOCkgpE `1— n0 / j o o PROTECTION OVERLAY DISTRICT 4 I 2 a oa 11 11 SITE IS LOCATED WITHIN THE AQUIFER O PROTECTION OVERLAY DISTRICT F✓ h SITE IS-LOCATED WITHIN THE SALTWATER ` ESTUARY PROTECTION OVERLAY (3 BEDROOMS EXISTING— MAX.) SHfO n I u z,3•� �Q W" EXIST.DWELL G$�56\NO . REVIEWED #1089A RiPI`E NN�I M / APR E` M SITE PLAN \ I � OF C 1081 MAIN STREET Off I 508-362-4541 \ l faz 508-362-9880 COTUIT downcape.com © PREPARED FOR doWO cape eng ineering,iac. ANDREW PRCHLIK civil engineers land surveyors - - MARCH 22, 2018 ` 939 Moin Street ( Rte 6A) ScDle:1 20' YARMOVTHPORT MA 02675 "= ,,} +,►,,q,•�,t� ,� i-01 J 1"IP'1'S 17-386 HISTORIC o 10 26 30 40 50 FEET Lif'(� 17-386 PRCHLIK.DWG N3TABLE TDJtIN C`Ej K t, m wrEu NE' r a L t f' Aft , _ y 4 j: ti E j E;-xA w4, Le Of SOMe eXL,stt,w os x do ,t::i.i: a;r ate': ,,..----- .. wow ws 010,01 doors A REVIEWED APR 1 7 2t11 Town of Barnstable Historical Commission C _ jjj. 14 1 p` p t_"rl✓.�m ,�/u1;,.��.wp• d I��.y. n �r tx�p�y,�,�.�'".' ��� }v •� �r9 Kv;,;t��Y ��1�+7. M � ---,_ �. r. p •ty � �a�a�w ���~ � ` rsL"ja''lu 6€JEAi�f• !1 its lip t�z., + . p S I ` 5� Zzu, �♦ $, �• j yp'�� PYV, p�'. 4. Wig p ,f%"1•:�h,l.-a! ,ram, '.�,���,�<.� ,u��i ♦� fi � 1i e�,{; aa�l. r �_�� �\`s""�•rs.,•��. n�./� � y! OF /.10��Yr�' nl.i ti p �,/ / / ,` '" Op1. .�''-a p .gip ,'/ 't F "9♦•�.'�1 ,�i.,Y�Sr+ F �, t { J,r•:!g:169� r. 1'el •�,=3 i.q. i' \`; �1Yl�/ �.%._.- I .CI\�•� C 'a 'K o. 5. .,tif• ,4'.I,�j. y,jl `I- ,d+.� /N s fa y �r 1 •* q, A. 'Olt ! j 'N►aw,��'♦ 'S w� _.,3 J ,1_.. ,c ,.v [/ 1 Y 1 ��< ,�. •1 175. °n� fry!I��'j l' j �;...a. fJ ,,,dJ/�� '� e� �i14.�,�i�i. ����le�y��/ �, ��� r •:' .,'� ir.�,g ;11 Y1Rl/dl�s?oV�/,{ 4�.,'ry�_•✓. :g +a:n 'rue.Yy� / ,a.11 -`� i.. C• 'i> P .s �.• .s,.. F � <%: �fw�� Tlt� .r't�`�' � ,�� r`J.Yr.�1 ..vr 1�• � �J �! '� £ '/., �dt¢ �� / '3� ,1/fi,! _ 1•. 1 f �, : #"ti ,{' 1 t��;e P.'a't lb 4"' ,' r. �i i!'� ,P��r! _ l J 7 1 F ll, �y� 1 •e��•4 C: _ �- - / r,1��p��� 1,, ` k� r y ' :at ��" p �'. � �/J/rl�./o//".�i'!• '`4�'�� ��'`R•�� � �. �4 .• N. .�0 �/ I J I� � °�• I�7��/ y!��lvrpf•��.'if' } r '`r '` t/[•c hl`O .I i. �1` is tig �. W�,l � `IV r�l r�, �.�" 9t ��I,�fy r�i" ::L� -/ It♦r4�+ .'� ;FS M 7/ 4 ,! \ ! •� ♦Ct z �\,41. {ate. ,;MIA ����� "�f�/�1/i � _ ^��1�I�+�;j1�i�i�'�a9�• IN7d=��'j�/ /��J�t•'�' y,. <,�'S1. ' � �tt�!\t.1yr`'!Er Y `•'�� i1,� 19,1''�� "^� � P�� i!,•i�:i FF vIV : T � � ""�1'''1.�,1�i'�" �, it lj j�i,r,� J � v�lj !•. ��% �% ��. ��� /� � r �:,1%lS�:, 1, IA d I • , ~� ,ill ✓ T;TT r, � yF ♦ t�� :s a ! ! ',l ss v r�;�'`44y_ !1" �'• \ ,,�:7 ai■ r, +aT Sp f � r /���� � �Igij�T .. � e 'k j :�'�f�`1�1�dddddr� 1�. �a1J�'� 't 3lti.i � - - +- `,•I�Y�.����� �I�:��I � i91 ♦•- -♦-'err'--"^►+•T ���_ 9Y7,;-Rwtt f' ry�. `v, �i ���1•. MI ■isrl` _1 .. _mod - .,.��.Z12. � . yy AF • _- +sue.- "" - "' M i� 1'k tar w • a��,�� y^ j# t:�S1i „� _ � ', lad , �••+'iw• �"�,;,�r,m 1� Ls� _ _ P"AIM� v s caw ANO A OR mAl PIPE y'+ 9; �`�t �•Pr;'x;. , _ ��i t F�' r r Y r r r .��JI.-r c� 3v � "i5�.�j` '•�l Qy P.�j�R+f[;�'il ye�'+Y 4't•'"•.. $':: �. ���,v�� �1 ��Y• � _' r.4 ! YyZ'�La�.riai liq� �f L1 t f •..d::' x� L aY a����b•l�� i�V'q,e� � /t J�•. '�'c .+s• � t'� 'S y �, `� �,... ..';':c 'ea••6' ��.: M1 '�i ���..=yR�j \ 1, 1? s � rT•,. ,,, f ! -.1""'1 .` .�� ;�,•f.y •" �,i � '��3h l?�`�tja��` � 94.� ,rt �ct •%-,-^ ;i s 1 it , .r' t '' J ` R7f Ld���`'���� `� �'�`,1Ypil� (�:v:�G �.{:-�.�RSA ,.,�1�;.:,f•7 al ,�J✓�('�4�:;--. `V.�a_,?�R v^..�. � a�d,+ �f'��"'\iS��'SS.y`�'L�h�j�� �r�-•r'I 'r+. r•?'t�•'�.`lj.- 1��.. �i��6��..•-��_�r �y4{y��,a �Fp� vi ry,•{'�� A. �'�a"FJ,$r 4C"i��i��.s,(v`�y $��q f�;,�` L a �,rit r�}(� Y }' r. ..77_p�,,ty y ���irtl� ��R r'+"R-<+! , � '�.�.r �51'& •!. 'Y } J'/ /1 .� 7�iV f { l fv�YY_•Jy l p,F '.'.�' { � �'r 4,.,J ,�5-./r 1 'R l+� l��•' �'.. +,N !•' r,y / }/r' 'LJ ,'!�+ ,j aR1 s ,y ♦ t$y0' ti^c ,.t r�«»�s,. .v. X /q,t• ! •r / �: '� .�u-�„N,,,� ,,,ne•j �k + r�v kin ��} E�r rl����j�*L>�.,,�x'�+�'yyj�'R���i•yp/�'{ t,,ra�-'r�� Y ,t� i`�,,�,1��yy aTi,�1, c.., �+,ar:. � i'� : 1 �t 4 L 4'J2:•f�"' 'I t� `� *tea �F ..•R" -NAe L'•,���r j4� "� YS�r. f`},�.;' e <� .,,�u ,��! .yf.,�}Rr!��# ktcr.� pop,•, "r---.-� f ; L .�7� jLw`L.�•" .-f' Yip-, y AN �'' l 4it•` 1,�. y�r,, -.119rQi4' =�dt- ' 'mot^✓., ,• } ti` • 1"+ _ 'b hq,' �.r`��•¢•�Y' �*''�` J�,vv�,d1.� -�tYe fee"=y�s '/� '� �. t AI'i+i `y�dy .;, ''f" r. _ `Nlr. 1E r., •,m,'1"i,tFa^a,v��Li S� ' d _.�� �+��•tJr,1"y-"+x .lJ},!. �Cr :�'i i�Y'4'�».'i;.• ,R'•z,�� ,r.-:.+�""y�°.$ L j : � ••'. •,s ...4xy4',c` '-� '{+L'v�?r� ayp .. 1'•.� � �Y"t'�:� � �!, � + rrzy`ar,�' t p�,�,•� tT, rtz '` - _ r . .. �' i.i � � �' '� �,*,,Y,t!'!••°p �,A! '.�.!. ,; .�:pa`ri••a:� - r, ram` � .5 t,.,! .$� f t 'J '' . --'I �' .b��'t - ad�r_�-"tS � .r a �i' �� •'� + „it �.. .v 1•r"� t• s ` w. .,ti. i••� ^iC r^ 1 _i-M •ta, T t,, jx { '•+ ,,�_�. �� � :i { 1; - 4� ��{y\,t i,4'}` ,^ .�T �..'.Sr '^�,ri• '� i '+�a ��s, Y ` ! ;� •;�. =•t a't;..`, } r r «i _r ,' r+c�-" -'t - .. 4> ,'fit •A ''•t�"'... .xs��- - ;"i .� y1 p •yam ���. —��` ! � -•+.1�:..f ��%r 1� `� 4! 4.'�Si q � 1 rZ4 r f "r • 4?+ l y` 7r , d+l 7s' �'` �� f a" �. 1i"_,�'." ��� �_ I`a tlRv� ' ` Q �_'!" 1�... M' •_. Ig;� _ to v IV— , l r• -c r, z, � , �x%st% NoYth el.evat'Ov. cowclitiows YA •- � '�N^ � k ° ; ate'. {s...I •� m w„ c y �1 I a i� i - _ i _ 1 7 , .T: = ` •- REVIEWED rFr } r r ;ti APR 1 71818 Town of Barnstable Historical Commission 1 J i r M wii' , r.ry, _ • r yy ' i}1. o"". ._ �4r � Y, � t�+� s �•• i 1 _ 2g�; -. r i�,e ��, f �� ? � � I� � r� � - - REVIEWE® APR 17 2018 �+,� * r�`:� �, i + e•- ,� � _ a��/n' r� .� �"S�A.+."A'?. S '� 1 ! _ Y t� ,..r IX C� �, ,Ik�j •}' . .,zr st: .�.1_1_� ..pl'1. :.:,► '�. ,° . _' = �a' f' Town of Barnstable storical Commission IJT- .. W south eLevatiow Awol worth olorMer.. a ; AA, 12 (VERIFY PITCH) 12 (VERIFY DORMER SIZE&LOCATION) WDW HDR c (VERIFY HDR) o Q (&CL'G.HT.) s � TD (3X6 FLR JOIST @ T O.C.) 'r7 SECOND FLOOR CLG.HT. _ 0 Qo FD IL ILI 0 FIRST FLOOR BOT.OF SIDING - - I EXISTING FRONT ELEVATION ��(b 4 J fn v WDW HDR 2 FIRST FLOOR �'�� r-- EXISTING _ e - i J .W 4 C7l/Ab�I� - — --- — --- -- - J� LL LEFT SIDE ELEVATION (VERIFY DORMER SIZE &LOCATION) CLG.HT. WDW HDR t\ FIRST FLOOR 47717 L- --J (VERIFY BSMN'T WDW) EXISTING RIGHT SIDE ELEVATION FH11 12 (VERIFY DORMER 12 (VERIFY PITCH) SIZE&LOCATION) Fm CLG.HT. WDW HDR EXISTING a� KITCHEN dj (TO BE REMOVED) (VERIFY WIDTH) FIRST FLOOR FIRST FLOOR EXISTING REAR ELEVATION 1/4"= 1'-0" • 1 I10-l06 119-�9 I�b=.III 119-16 IIg-�Z 777 -- ----- -- VI I-16 N �� UI °I I m w o � 0 o- - - � 1 z O m _I a/EL o O Az m � �LU m Z 0 N N am wLL U _ j Z Z LL. QQ O Z UJ F �+ W LL , IIZ/1 9-10 1' N Hca O +�� (1 NO) tbXZ N Z71 Z-16 N Q o .os 'JO 43Sd9 19 O N 2 0 N Z N Z Ln LL Z Z W m O 110 1 1.7 I IIZ IL 1 V � �� V) N r- X 1 � -`5 -- -- -- --r �, w li 110 It' 142 —j;jz4cv— II 119-16 -II V-191 1 (VERIFY WDW 51 E C LOCATION) I DN I I / I I / I / I i i � z LU O i ° U I j BEDROOM LU (VERIFY LOCATION) > Ln I I I I a w I �: I w w w o ui � �c. a 1 wl W I � � I I ' I I I DN: I I I I BEDROOM (VERIFY LOCATION) I I I I . I I I I (VERIFY WDW IZE#LOCATION) 24--O" EXISTING SECOND FLOOR PLAN 1/4"= V-0" I