Loading...
HomeMy WebLinkAbout0719 MAIN STREET (COTUIT) I r 1313 aim RATE HOME ENERGY , RS LLC B U I L 'D 1 N G P E R _F 0 R M A. N C E T E S T I °N G" Air Leakage Report 719 Main Street j Test Mode LCotuit Depressurization Test Pressure 07/01/2019 50.0 Pascals Peter Pometti Test Equipment 2015 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge 1260 2.88 Conditioned Volume 26287 This.project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered byc9ocanvas wwbV.40Canyas.com 758DEB138-4CE1-4CB5-8F12-200D1DOA413C HOME ENERGY RATERS L. LC B U I L D .1 N G P. E R F 0 R iM. A N C E T E 5 T I N G; Duct Leakage Report 719 Main Street Test Mode Cotuit Depressurization 07/01/2019 Test Pressure 25.0 Pascals Peter Pometti Testing Equipment 2015 IECC Energy Code Minneapolis g., Total CFM@25 or Total Duct Leakage Percentage 0.00 0.00 Total Square Footage 0.00 Maximum Allowable Leakage 0.00 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by9ocanvas www.clocanvas.com 758DEBB8-4CE1-4CB5-8F12-200D1DOA413C 0 M Em E N ERG Y RAT E R 5 L LC B U L D I N, G P E R f =0 R M A N C E, T E 51 T I N G' Ve,lntilation Report Ventilation Tests .o + �. 1st Floor Bathroom 90 _ -- 1st Floor Bathroom 5, 1` • x i 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bycgocanvas www.gocanvas.com 758DEBB8-4CE1-4CB5-8F12-20OD1DOA413C HOME - ENERGY RATERS L LC B;U. .I .'L D I 'N G P E :R F O R M A N C E T .E 'S T I N G Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(Ajur) 2) Determine number of Bedrooms.LN +t) 3) Insert these number in the formula Below: Fan airflow(CFM)=0.01Anwr+7.5(Nbr+1) Fan Alrflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. Chris Mazzola RTIN# 8873503 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bycgocanvas www.gocanvas.com 758DEBB8-4CE1-4CB5-8F1 2-20OD1 DOA413C ter° Town of Barnstable ...�� � �. - ._wti.-..�.. ._.�.._.� .��.�. � s .. _ � Building Post This Card So That it ii Visilile'From the Street-.Approved Plans Must be Retained on Job and this Card Must be Kept `s HARNSFASIE. ' ., a MASS i .. • $ Posted Until Final 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-19-584 Applicant Name: Rodney Tavano Approvals Datelssued: 02/27/2019 Current Use: . Structure Permit Type: Building-Sheet Metal-Residential Expiration Date 08/27/2019 Foundation: Location:, 719 MAIN STREET(COTUIT),COTUIT Map/Lot: 036-009-001 Zoning District: RF Sheathing: Owner on Record: SMITH,JENNIFER J' Contractor Name: RODNEY N TAVANO Framing: 1 Address: 64 O STREET Contractor License-: 3449 2 t �BOSTON MA 02127 - � �< •�,, Est. Project Cost: $ 20;000.00 Chimney: Description: Installing two complete hydro-air hvac systems Permit Fee: $85.00 Insulation: Project Review Req: FOR SINGLE FAMILY HOME. PERMIT B-18-3074 Fee Paid:" $85.00 vr' Date 2/27/2019 Final: f - Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. n d 3� _..,. _ _.. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:; , Service: 1.Foundation or Footing x r 2.Sheathing Inspection w .d Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy . Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. t Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 0 Ai ,Efa&A- s T ZONE: RF (RPOD) OVERLAY DISTRICT: ASSESSORS REF.: Area min. 87,120 SF Map 036, Parcel 009001 (min.) AP — Aquifer Protection District Fronta e (min) 150' Width (min) no Setbacks: FLOOD ZONE N Front 30' Zone C Side 15' Panel # 250001 0018 D Rear 15' � (rev: July 2, 1992) N/F �■ 31°9�'e Jackson Family Trust C150404 J Ca o� � �o'36"E ts.7'S89'04 198.00 TMC1 4041 0`0 68.3' ...................... 220,T L� N •- ................ .................... (j ............ ... O ............ ........................ € Z #719 New Concrete Lot 4 m� : .............. UF € Former Dwelling }; 30,434±SF Foundation ..............: PLOT PLAN TOF EI=49.0' GIS Z --....:' At 719TMain-Street--) 11 354.48' BARNSTABLE ts.T S8T57'20"W ,�*—*� T °—°—°--°-- —�—*-- rcoTUIT_—_-�7 N/F MASS. NOTES: William H jr & No J Jarvis DATE: 121NOV118 SCALE: 1"=40' 9936/115 ttM OF Q'r' 0 10 20 30 40 60 80 FEET 1.) The structures shown were located on the grounds by conventional survey methods on (or between) RICHARD R. PREPARED FOR: 29/FEB/14 and 08/NOV/18. I certify that the foundation p E'HEUREUX Jennifer J Smith shown hereon conforms to o� NO. 3 312 0 2.) The property line information shown hereon was the setback requirements of �'� T_ . P3�, compiled from available record information. the Zoning Bylaws of the ` t Nogg town of Barnstable. PREPARED BY: CapeSury 3.) This plan is not for recording and is not to be 23 West Bay y Rd, Suite G used for construction layout or deed description ster MA Suite purposes. DWG #: C824 2 cppl FIELD BY. WHK/ASK (508) 420-3994 / 420-3995fox . ' Town of Barnstable. .. Pwos't'^";}•`This-Card So.t.;T,.._.hat it.'.i.sfi�V.isn.i,b�`le','F`ro'mids:'.t'h4 e•.Stceet-,.A`:ppr+yo7r,vet.d�.:,�Pla=n s' :M.q^"ru';rs.t.�.-,,�4by..€-"e'aR.eet'�xat'in-,e aidn'o"-nz-•'Job;a'#n`d"t,h.'i<s"sw;CYa++,.,"rd^Y..M*'7#se Buildin 7 g u. • 1ARIVSTALI.E. •. ,�,"t:,�cw _ "k ;�-r�.-r ww_a..`". �-r,�e` � a`> x+ 3 i• g ;mow+ � -. i � 7 :. r» .p � Posted Until Final'InspectionsHas BeenslVlade ' ..:.- _ . • _; _,, _ 4 163p r :A � ;.....�+.x.,,_... a,e _.Y..�. �., ,.�^n: .i+xc»,,..,,,Y.4�,�"'t'.rr�..,.....,,_, o....,.-_., ,, ..i-. .. ,. *17�` .._„,: o-t. ..":�?'.::'c^#�,.�...,.• ;�'; .•;; : :-.�'•.*�r".,_. ..Y.>5s.,,, ..->.'�?,., .�„^' r � ...-i;. Term +. .. dd,Where a Certificate of Occupancy isrRequired suc Building shall Not be Occupied until a final Inspection has bedblh e` `1 e 'illl 1, Permit No. B-18-3073 Applicant Name: PETER M POMETTI Approvals Date Issued: 09/26/2018 Current Use: Structure Oi'' i ald,�.a� XX Permit Type: Building-Demolition Expiration Date: 03/26/2019 Foundation: _ Location: 719 MAIN STREET(COTUIT),COTUIT Map/Lot 036-009 001 Zoning District: RF Sheathing: 07 r— Owner on Record: SMITH,JENNIFER J Contractor Name: AAA I ENTERPRISES INC. Framing:' 1 d(A— Address: 64 O STREET ' t Contractor License 109606 2 BOSTON MA 02127 ��.��' .a.,�•.,.m..,� ,,r� .��� � - - `' Est Project Cost: $25,000.00 Chimney: Description: Demo Existing one story residence and basement ,a, kPermit Fee: $ 125:00 I :4 Insulation: OK. ?8I it ' Fee Pald'` $ 125.00 a Project Review Req: ' Final: Date 9/26/2018 Plumbing/Gas x •. Rough Plumbing: -_, ; Building Official Final Plumbing: g' This permit shall be deemed abandoned and invalid unless the work autho ed by t�hls permit is commenced within six'months after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and theapproved construction documents-for which this permit has been granted. dpF ,„. All construction,alterations and changes of use of any building and st*uctures'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. hn h ti Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,the Buillding`and Fire Officials re provided on this'permit. _ Service: Minimum of Five Call Inspections Required for All Construction Work: - t ' 1.Foundation or Footing * � Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TIM Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plam'Must be Retained on Job and this Card Must be Kept ": T'i ' �,�HAMIPosted Until Final Inspection Has Been Made.s ' , - _+ .., _ 9.' a.. Permit G „ ° jWhere a Certificate of Occupancy is Required,such Building-shall Not be Occupied until a Final Inspection has-been made. J Permit NO. B-18-3074 Applicant Name: PETER M POMETTI Approvals Date Issued: 09/26/2018 Current Use: Structure Permit Type: Building New Construction-Rebuild After Expiration Date: 03/26/2019 Foundation:. Teardown Map/Lot: 036-009-001 Zoning District: RF Sheathing: Location: 719 MAIN STREET(COTUIT),COTUIT Contractor Name: - A I ENTERPRISES INC. Framing: 1 Owner on Record: SMITH,JENNIFER J Contractor License: 109606 2 Address: 64 O STREET — -- Est. Project Cost: $625,000.00 Chimney: BOSTON, MA 02127 Permit Fee: $3,312.50 Description: Construct 2 Bedroom 2 Story single family frame residence. Remove Insulation: Fee Paid: $3.312.50 Existing Septic system and install new 3 Bedroom Septic System Final: Date: 9/26/2018 Project Review Req: AS BUILT REQUIRED THREE BEDROOM MAXIMUM ! ( Plumbing/Gas i Rough Plumbing: Building Official Final Plumbing: Rough Gas: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six monthsafter issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Service: work until the completion of the same. Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building"and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). � O �lication rxim�er.. .... ... .. ................... , � - _K-ebt lc�, � �Ig 36� MABEL Pe®it Fee.....: . . _....cOther Fee... �Q . :. • x ',� ` Total Fee Paid............0 , .r s.. ........ ........... TOWN OF BARNSTABLE P=oftApprovalby.................................on........................... BUILDING PERMIT Mv... . ..e.....( ..�................. ..Parcel.... .......... APPLICATION Section 1—Owner's Information and Project Location Project Address /� AffAl d0i� d Village Cell1 4 r °Owners Name ' IrH Owners Legal Address 7! �/'�! City G' �E� State Zip �, �°5� E-mail ,gyms Owners Cell# �� T Section 2—Use of Structure ` Use Group % ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet I Single/Two Family Dwelling Section 3—Type of Permit o El New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ nChange of' e co Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ElFire Alamsr► Rebuild ❑ Deck Apartment ❑ Sprinkler% ❑ Addition [] Retaining wall ❑ Solar ❑-Renovation ❑ Pool _ _ -� _Insulation L" m Other—Specify Section 4-Work Description 41 T Act Tmdstech 9J92019 C� 4 .. Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project ����D e• og7--� Age of Structure. Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 2 110 MPH Wind Zone Compliance Method ❑ MA Checklist WFCM Checklist Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors W Plumbing ( Co .❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ; Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District [] Hyannis Historic District ❑ Old Kings Highway aXJmr-ix/ S-U�-a 'bll Debris Disposal Facility: G 414OV4�0 I an using a crane ❑ Yes E4 No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section S—Zoning Information Zonis District Proposed Use��d Lot Area S .Ft. � �'�1� i gq � v Total Frontage 9� . . Percentage of Lot Coverage � #of Dwelling IJnrts(on site) Setbacks Front Yard Required Proposed © Rear Yard Required /5 Proposed , j / 16.7 Side Yard Required. ! 5 Proposed._A—, 3 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last imdwtm 219/2018 Application Number........................................... Section 9—.Construction Supervisor Name A'l&mil-/ Telephone Number 60f— 94 //V Address f r fC o Slv City 6dM17- State 4-4*t' Tap O?-(o 3� License Number45'C6DA67 License Type Expiration Date 112_0 Contractors Email 2�� YI?��t�i�� �e¢ 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 procedm es,specific inspections and documentation y 780 09LI9 the Town of Bamstable.Attach a copy of your license. Signature r- 3 Date 9/®/. Section.10—Home Improvement Contractor Name ;Z&�M Telephone Number • J�P- Address/�b %�b�c ZoS City ( i1J<r State/%trt Tap Registration Number 49SOly Expiration Date I understand my responsibilities under the rales 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 re by 780 the Town ofBamstable.Attach a copy ofyour H.LC... Signature Date 9110 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 P CANT SIGNATURE Signature Date Print Name Telephone Number 69-A'1W� E-mail permit to: O177&# 1.2e,7' Section 12—Department Sign-Offs _ 4 Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review Cif required) ❑ Fire Department ❑ - , Conservation For conunercid work,please take your plans directly to the fire deparbnent for approval Section 13—Owner's Authorization f9 as Owner of the-subject property hereby orize l" to act on my behalf in all matters relative to work uthorized by this building permit application for: 4 � l9 (S co R a14.5,5 (Address of j ob) S, a of date I�ren Ele -IT Print Name Last=datr&-2l92018 - Inationaigrid September 5,2018 Jennifer Smith '719 Main St Cotuit, MA 02635 To Whom It May Concern: RE: 719 Main St.,CotuiL MA 02635 This letter is to confirm that there is no live gas service to the above property- I can be reached directly at 508-760-7439 should there be any further questions. ,Sincerely, Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S. Yarmouth, MA 02664 (T) 508-760-7439 L v i i f S�LOFTH� (IT 4'9 tx.e 'Btstxtet ** *#COTUIT Cher Vepartrarut ► t * FIRE DISTRICT v000� 1926 19,A 4300 FALMOUTH ROAD, P.O. BOX 451 RFD JULN COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 August 31, 2018 Ms.Jennifer Smith 719 Main Street Cotuit, MA 02635 Dear Ms. Smith: This letter serves as confirmation that the water service was turned off at the street and the meter has been disconnected to house located at 719 Main Street in Cotuit. Please give us a call if you have any questions at 508-428-2687. Sincerely, V Jennifer Nash Office Manager bo Ste' i r 4 _ 247 Station Dr.;Westwood,Massachusetts 02090-9230 EVERSiRURCE ENtRGY 9/14/18 i Jen Smith 719 Main St. Cotuit, MA 02635 RE: — 719 Main St., HYA Dear Ms. Smith, This letter will serve as confirmation that there is no electric service at 719 Main St., Cotuit. The power has been inspected by and"no electric existing at the facility. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me,at (781) 441-8630 Sincerely, Sean M Hayes Eversource a a' CIC/)=NewTemplate ;' .T�e teas!�2irea2cuecr,�/�o�✓ri�¢J1¢c�uileLlJ _..... _.. ---...._ ....- Office of Consumer Affairs&Business Regulation 4 HOME IMPROVEMENT CONTRACTORS Registration valid for individual use only. TYF�E.,Corporation before the expiration date.,If found return to: Reaistratioh.._ Expiration Office of Consumer Affairs and Business Regulation �1l)9606 = 09/20/2020 1000 Washington Street-Suite 710 A I ENTERPRISES iNC � Boston,MA 02118 PETER M.POMET7I � 140 LITTLE RIVER'`RD COTUIT,MA 02635 Undersecretary Not valid Without signature Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Const`,uctl&Nb'pe,rvisor' CS-050457 1 ff -Zct E_z Tres: 04/19/2020 PETER M POMETTI PO BOX 2058 5 j ' COTUIT MA 0�35 �� v •' �`� It Commissioner C 4 ^ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information T Please Print Legibly Name(Business/Organizarion/Individual): Address: D 2J S7� City/State/Zip:&PM/T: /4 D2e as Phone#: Are you an employer?Check the appropriate box: Type of project(required): l.JK I am a employer with � 4. I am a general contractor and I * have hired the sub-contractors 6. New construction employees(full and/or part-time). 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 workingfor me in an capacity. employees and have workers' Y P t5'• � 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: R• /LdW141-C Policy#or Self-ins.Lie.#: AICC—` 60-6'01AP 22-"20,(fof Expiration Date: 711 A// V Job Site Address: City/State/Zip:e07111' ttf®2445- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u e the pa' penalties of perjury that the information provided above is true and correct. Sian Date: Phone# 3 of- Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other .Contact Person: Phone#' Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments_and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." L MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington,Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mm.gov/dia i ,4c R CERTIFICATE OF LIABILITY INSURANCE DATE� Y' �• oar2912018/2o16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Crystal Huds6ti Risk Strategies Company PHONE (781)986-4400 (781)963-4420 A/C No Ext: (A/C.No 15 Pacella Park Drive ADDRESS: cliudsonQrisk-strategies.com Suite 240 INSURER(S)AFFORDING COVERAGE- NAIC# Randolph MA 02368 INSURER : AIM Mutual Insurance Company INSURED - INSURER B: A I Enterprises Inc INSURER c: P.O BOX 2056 INSURER D: - INSURER E: Cotuit MA 02635 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1882975676 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LL TYPE OF INSURANCE INSO WVD POLICY NUMBER (MMIDDNYYY) MM/DDIYYYY) LIMA COMMERCIAL GENERAL LIABILITY _ EACH OCCURRENCE $ - CLAIMS-MADE OCCUR _ PREMISES Eaoccurrence $ MED EXP.(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: _ - GENERAL AGGREGATE $ POLICY❑jRCOT- LOC - PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea accident) ANY AUTO ' ` BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS - HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident • $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE ' # ' - AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION P R OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,0 A OFFICER/MEMBER EXCLUDED? ❑ N/A WCC-500-5017622-2018A 07/18/2018 07l18/2019 00 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 ` If yes,describe under - 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN The Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD r REScheck Software Version 4.6.2 Compliance Certificate Project Architectural Innovations Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 3,100 ft2 Glazing Area 15% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: DesigneNContractor e 719 Main Street Architectural Innovations Colony Insulation, Inc Cotuit, MA PO BOX 2035 28 Jonathan Bourne Drive Cotuit,MA 02635 Pocasset,MA 02559 a • o c a - Compliance: 1.2%Better Than Code Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,242 49.0 0.0 0.026 32 Ceiling 2: Cathedral Ceiling 454 36.0 0.0 0.029 13 Wall 1:Wood Frame, 16"o.c. 464 20.0 0.0 0.659 24 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 64 0.260 17 SHGC: 0:45 Orientation:Front Wall 2:Wood Frame, 16"o.c. 370 20.0 0:0 0,059 , 19 Orientation: Back Window 2:Wood Frame:Double Pane with Low-E 40 0,260 10 SHGC:0.45 ' Orientation: Back Wall 3:Wood Frame, 16"o.c. 832 20.0 0.0 0:059 40 Orientation:Left side Window 3:Wood Frame:Double Pane with Low-E So 0.260 21 SHGC:0.45 {_ Orientation:;Left side Door 1: Glass 60 0.290 17 SHGC:0.45 Orientation: Left side Door�2;,Solid 21 0.2$0 6 Orientation:Left side W611 4:Wood Frame;16"o.c. 832 20.0 0.0 0:059 40' �• Orientation: Right side , Project Title: Architectural.innovations Report date: `08/07/18 Data filename:\\COLONY1\Server Documents\COLONY\Archinn-8-7-18-719MainSt-C6T.rck Page l,:of 9 Window 4:Wood Frame:Double Pane with Low-E 70 0.260 18 SHGC:0.45 Orientation:Right side Door 3:Glass 60 0.290 17 SHGC:0.45 Orientation: Right side Door 4:Solid 21,• 0:280 6 Orientation: Right side , Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1;696 30.0 0.0 0:033 56 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 ii din as been d to meet the 2015 IECC requirements in REScheck Version 4.6:2 and to comply with the mandatory re a fisted in a RESch ck Inspection Checklist. Name-Title ' ign ture Date r • r r Project Title: Architectural.Innovations Report date: 08/67/18 Data filename:\\COLONYI\S.erver DocumentstCOLONY\Archlnn-8-7-18-719MainSt-COT.rck Page 2 of 9 ' CREScheck Software Version 4.6.2 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a:code requirement will be met and how that is documented, or that a_n exception is being claimed. Where compliance is itemized;in a separate table,.a reference.to that table is provided. S ctron s v r 4 , _ g s{�ictFgnJPla>y tteureuu i w Va s ` r s�0 ��{�5�. z �oi►Ime7itsflSsumplt}ls ._„ -•^ __.._x.. _......,..,,,t ,.`"�.,eb a'IL- r-,,r. ............_ _s.,_.,„as.5.i.,,,a..,t3'.,, ........_ .-.� ..-k..,.u,..., .9.,� �.z... -� six_ F.e 103.1, Construction drawings and < ! r}Lc'i j xl �Y i yr ,xr wsc OCofTlplie5 103.2 'documentation demonstrate F`f5' lL }��s'� r I❑Does Not [PRljl ?energy code compliance for the � s � k t` ' :building envelope.Thermal l ' ❑Not Observable ; I sr�x .xr .t; - xb..w. z Y=� y # c4'� <`y envelope represented on € r til �r` '❑Not Applicable :construction documents. 103.1, °Construction drawings and '$'aa' �,flINQa y' '°`k � �S` !❑Complies 103.2, M, x� $ rhs, KE]DoesNotdocumentation demonstrate 401.7 ;energy code compliance for t [PR311 lighting and mechanical systems s ❑Not Observable r ;Systems serving multiple Not Applicable ' dwelling units must demonstrate :compliance with the IECC r r a x :Commercial Provisions. 3q `1` ya Heating and cooling equipment is Heating: Heating: ❑Complies 4G 71, e sized per ACCA Manual S based Btu/hr ; ,Btu/hr UDoes Not i loads calculated per ACCA Cooling: ; Coolin ' Manual j or other methods ; Btu/hr.. Btu/hrg :❑Not Observable x approved by the'code ofFcial: '❑Not Applicable Additional Comments/As.sumptions: , e • } 1 High Impact(Tier ij 7 Medium Impact(Tier 2j _3";Low Impact(Tier 3j. Project Title: Architectural Innovations Report date: 08/07/18 Data filename-.,\\COLONY1\Server Dot uments\COLONY\Archinn-8-7-18-719MainSt;COT.rck Page 3 of 9 SeGtlOtl t�a < f ?�� ,t �-?k�� �OUIDL�3�fQi6 1n511@Ct10i1�' � ' zsComp�tes'*E � ��;� � `,�xidxi�CAmt71�Y1tS/As5U999jltlOns � r "�-s ''yy- 3©3'2R1 A protective covering is installed to ,DComplies tF021J2=.;:,protect exposed exterior insulation DD.oes Not and extends a minimum of 6 in. below rf grade. DNotObservable; DNot Applicable 4 '3'9 Snow-and ice-melting system controls:DComplies installed. F—IDoes Not iDNot Observable: -E ; Not Applicable Additional Comments/Assumptions: r ,1 'High impact(Tier 1). 2, Medium impact(Tier 2) 3:;Low Impact(Tier 3) Project Title: Architectural'Innovations Report date:. 08/07/18 Data filename: \\COLONYi�Server Documents\COLONY\Archlnn-8-7-18-719MainSt-COT.rck Page 4 of 9. section, F h} �gppmr xt o tux a k £ s 7 ' I Frnir �.ito}tghh lnspeetroj� Plats\fer�fieSlFlelti�Vereffeil' x'.•� r= '' i " .,,k:- 4 c£ ac-;Req,la.,� �*xi�s.. •� ,.,.a"s£. s :�Yr ,-� �fz.....��8�...�lUs®s' s{ � �% ,++3LvdI:Ue i �COm�ll@S..r �iSmrCle'11tS'lAS5ufiltltt(1nsa; 402.1.1, Door U-factor. U- U- :❑Complies ;See the Envelope Assemblies_ - 402.3.4 [FRl]i ;❑Does Not ;table for values. ❑Not Observable' l]Not Applicable 402.1.11 :GlazingU-factor -wei(area-weighted U= 9 U- ; Complies ;See the Envelope Assemblies 402.3.1, :average). ;ElDoesN.ot ;rable for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 jE]Not Applicable [FR2]i , 303 1 3 U-factors of fenestration roducts � } 1 p ' a cMM � tx Tr y CbtYii911e5 [FR4] are determined in accordance yt ¢, � rk ' ❑Does Not s -with the NFRC test procedure or taken from the default table. ' nay £ r'; a g ;!❑Not Observable iT £2 "' a� M❑Not Applicable 402.4.1.1 Air barrier and thermal.barrierr' 7 �r ❑Complies [FR23] -installed per manufacturer's c inx fl u 'r ' �` ❑Does Not `instructions. Fk3 r .f fs61 !i alb tp F� a 3yw n"ry` • £' azti 'r`+. r lygl;` � £❑_Not Observable ' G i, :':. ''..;n...; ?£,"•, T?u:4t r.;..¢,�,(t �aca�•, ONot Applicable. , 402 4 3 :Fenestration that is not site built ❑Complies [FR201 :is listed and labeled as meeting �� + uY ❑ Does Not AAMA/WDMA/CSA 101/I.S:2/A440 or has infiltration rates per NFRC G � � � £, � :]Not Observable ti 400 that do not exceed codetill ; ` t � s V_ �❑Not Applicable limits. x xEz 'Q a 40 4 a tC-rated recessed lighting fixtures 9 9 c L £ 4 OCompfes `sealed at housing/interior finishLf }v 'x;❑Does Not i r g and labeled to indicate s2.0 cfm `s wi rr x e {8 x , leakage at 75 Pa. ;x°{ =a _ ' " � } ❑Not Observable a - a h'•u y stxsi rt'y sF �„ xr -£.�;, �r..,.f ,...r.... �.,:. Ea h_ ,s_._ ❑Not Applicable 405.2 All ducts in unconditioned spaces R- R ❑Complies- [FR2511 for outside the building envelope ❑Does Not !are insulated to?R-6. - ❑Not Observable ❑Not.Applicabie 403 3 3 5 Building cavities are not used asp ❑Complies MV iFR15]3 } ducts or plenums: i � > fis zg� }`> a�TaC �$y3y tk�� }efr�.r�❑Does Not. ... IS-.:i,t fir,J� sxr43r"°t`s.�`>:. Hw !'rt �n ='; t' 3'e' 5 ❑Not ObservablC''. P . rY... -�,:.� : ,,�� ," "z"�a:�f.+z���,❑Not Applicable :. 403.. xK HVAC piping conveying fluids "' R- R ❑Complies `� 'xabove 105 OF or chilled fluids i❑Does Not "below 55 OF are insulated to?R - r 3 ;❑Not Observable , 5:h __ ONot Applicable 403 4 1 :Protection of insulation on HVAC k` s ,tip $ ❑Complies 9 s "zd ic [FR241 (piping. #rfi} '❑Does Not , "Not-Observable ' a ❑Not Applicable ' (l�f1 s Automatic or ravit dat';n @r3..clte ai t'# s'3'ii��" i jc[ s x'#':aeNzy.z r '.H g y (`� ti r t".s{ tit. _a ai} `�1'S`'s,- ,.. --❑Comm lies CFRY9j installed on all outdoor air ,❑ rx h r u ,ra Does Not ; intakes and exhausts. t r �..ji3'- s °�tj s a'£t s x•' Fs , ❑Not Observable ; ❑Not Applicable. ::; Additional:Comments/Assumptions:, s 1 High impact(Tier.1) .Medium Impact(Tier 2) Low Impact.(Tie"r 3) ' f Project Title.Architectural Innovations Report date: 08/07/.18 Data filename:\\GOLONYl\server Documents\COLONY\Archlnn-8-7-18-719MainSt-COT:rc.k Page 5 of 9. s'�S@CtC81'I ,�,.,Ks cb .�. - •. :.s °4nsulatio Ins ec#Ia.1't �, Plans�leGaf�@d Field Ve.rtf9�edp y'v v s a t t n' p � Ir ,,,Y Cohn I�es2 '= CammeniEsjAssumpt�orAs `�-Req_it� 7 -� 4 ! k Valiuea,�r,r, ��Valti+e ,_=r p � �, � �� eF r • ''. :. .-,:..'` , ._e,:3:. .:.r,... :,._..,�. .. �• !t. .f i,:. a A r ..?! ,'... .>7.:.s x;.... ....}`: s +.?;'.,:. 1`s 3.r< �. S'.+.. i....r_ _.rr Complies 30 1 All installed insulation is labeled [1iy13i� � r or the installed R-valuesDoes Not. E' provided. s _� ' t 7- F� "rr a atfi r, —r'z = ..x�x t i ❑Not Observable 'csy `ir^x r>i•, 9{n,r u' .. R Not Applicable ; 402.1.1. ;Floor insulation R-value. R- R ;C7Complies. ;See the Envelope Assemblies 402.2.6 F1 Wood' ;❑ Wood ;Does Not ;table for values. [INl]1 Steel Steel: r `: Not Observable �E]Not Applicable 303.2, Floor insulation installed per � 1 �"i 6=��1i �};{,*s f ElComplies 402.2.7 ':manufacturer's instructions and ODoes Not [I1\12)1 'in substantial contact with thent�l } underside of the subfloor,or floor + ` '�Uk*� } �kY _ � = []Not Observable 'framing cavity insulation is in or�` IAA rAT y x,' ,4[]Not Applicable ;contact with the top side of sheathing,or continuous Kt ; awa A, _ 'insulation is installed on the underside of floor,framing'andr� ` 'sl- ;� extends from the bottom to the -top of all perimeter floor framing wwMal � w3fa � ; :members. MEMO,.- .. -s,.s• •,sF �s 'rr� aT"x• i.-u .,•• ' 402.1.1, ;Wall insulation R-value. If this is a R R- OComplies ;see the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the Wood ❑ Wood C1Does Not ;table for values. 402.2.6 'wall insulation on the wall [IN3)1 ;exterior,the exterior insulation Mass ❑ Mass ;[]Not Observable j requirement applies(FR10). Steel F Steel '[]Not Applicable- 303.2 ;Wall insulation is installed per , z r = 1 �` , p I,si Yt'4 &T.' S e-Y'rr3 OComplies - .. [IN4)1 !manufacturer's instructii :41izlia!UDoes Not apt• s.. 'P °�.tt+-ti4s• .7sr^i ib.; e°' .acx .;� ; Sr - ipw4ajEINot.Observable. lA� { €��: E]Not Applicable Additional Comments/Assumptions: • A 1 r . r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 .Low Impact(Tier 3) Project Title:Architectural Innovations Report date: 08/07/18 Data filename:\\COLONYI\ServerDocuments\COLONY\Archinn-8-7-18-719MainSt-COT.rck Page 6 of 9 .$tj ,'rt-'s t e I!'�x�,`5i ✓ .:;z #m u._' E{na! sp'ecticr� Pra�rlsrunsa f 1f] F XMetdlteFiled: iGorpl�es Commit#s1As's>ttni bons P ..+.::-- _..,:::...,... _ ..- _�.;.-. 'ems__:•,w' .. v_..:...z.�.-,... .? r - Y.z.°t .....c.:�':.......,u ,f; . ,,.....s-s�-'rr��3V.> 402.1.1, 'Ceiling insulation R-value, R- ;.R ,QComplies ,See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, 402.2.6 ❑ Steel. ❑ Steel ❑Not Observable [FI1]1 ONot Applicable , r 303.1.1.1, :Ceilinginsulation installed per r ' a' s i n P r'�;ry u.� kfr S a,M}` .r��` .tj�x� r�1❑Complies 303.2 manufacturer's instructions. �� � ' ` ; P '°zit '".C.r r M4tt yy:i❑Does Not ; [FI211 Blown insulation marked every :300 ft2. ❑Not Observable ❑Not Applicable 3%. Vented attics with air permeable } ,° ❑Complies [ J2 � i e'jr:E i;er'b- yb'F'p3a." .'ran y �, „•{`r€°` 'c n�'❑ . F1�2 insulation include baffle adjacent,T w � u�� 't'° F aa`A `zka° yo• Doe$Not Sri to soffit and eave vents that extends over insulation. ] * rEr K Ftj,� ,j i�u 6 E]Not Observable iNEINot Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= s ACH 50= ,QComplies [FI17]1 ach in Climate Zones 1-2,and []Does Not i <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2-3 Duct tightness test result of<=4 ; cfm/200 cfm/100 :QComplies ; [F14]1 cfm/100 ft2 across the system or ftz ft2 ❑Does Not <=3 cfm/100 ft2 without air []Not Observable 'handler @ 25 Pa. For rough-in 'tests,verification may need to QNot Applicable :occur during Framing Inspection. 403.3.2 iDucts are pressure tested to cfm/100 cfm/100 ;❑Complies r [17I2711 :determine air leakage with : .ft2 ; ftz ;©Does Not 'either:Rough-in test:Total .leakage measured with a bNOt Observable , ;pressure differential of 0.1 inch iONot Applicable w.g.across the system including the manufacturer's air handler :enclosure if installed at time of 3 ; :test. Postconstruction test:Total 'leakage measured with a r pressure differential of 0.1 inch i w.g.across the entire system r { including the manufacturer's air i .handier enclosure. Com403.3.2.1 Air handler leakage designated plies [F[24)1 ;by manufacturerat<_ / of O Does ! Not ' :design airflow. • - rxr' y Y` sn } a❑Not Observable iakFG� " [ Not Applicable ' 40311 ;Programmable thermostats Complies f�a7z * 'installed for control of rima ; Does:Not P r Y �, ' heating and cooling systems and rtl PRE. s i g z []Not Observable 3 f r initially set by manufacturer to- „ "rn uGs e t x a ❑Not Applicable hr ,code specifications. j��-�;�� �„,�ix;r C,� ,iz 40 2 um Heat pump thermostat installed ❑Complies , € r s.'".'•,.y.3, rz; >$ =ic >•?,,yr,�i,. _ , [Ft14]z '~Son heat pumps. �r�' r �� �$❑Does Not- sus '^ik jx � - %Lr"rz•�rd"+ d �` r'+# .-s-f�'F's.-I '.�ss. []Not Observable ONot Applicable 443 5 1F ,Circulating service hot:water �s�= 1= ,°' s �, .'•❑Complies r - i'r'i as �.r MIN f r�s,.n +' I,3��yv'i a kk lre.rs,.zj - [FI11[� systems have automatic or l+' ,rtla 9u3 p�� tY# e,su ©Does Not zc ,accessible manual controls. 4F ❑Not Observable S 3L,...;; �.• .1 z x „ ,...x �a,t{a []Not Applicable r,403 Y r" �a toss ka.z � �.,r.#r'q, '�`"tx sDComplles All mechanical ventilation s stem a n�� „,, n � f�125 z' '',fans not art of tested and listed +° "° x a'=p ❑ 4 .r,..J , - p - C. z '�z, ,iz, '� Does Not. , u,d HVAC equipment meet efficacy „ r- i �� tt 3 t❑Not Observable ; fl T s „f and air flow limits., ❑Not Applicable l 1;High Impact(Tier 1) k2,. Medium Impact(Tier 2) 3y Low Impact(Tier 3) Project Title: Architectural Innovations Report date: 08/07/18 Data filename:\\COLONY1\Server Documents\COLONY\Archlnn-8-7-18-719Mainst-COT.rck Page 7 of 9 `e£ti�ll a «a~,R.f•.. - x a ,w t, -a & = a70 = k pfas Ver�f� d Fief 1i'# rif�ec, Y r #s �, ,'Fm�t tnspectiott Pr4Vi5�ot�s� Ls� a � t � , ,.��CotelphesT = �L`o([tj4nentsTAssurr}ptldet 6t;Eteq ID, - --' r , s<. ., .....rc,.,�. a 't•^t._a.. ..�,.... _"'�"k;. � 5.:,..�>`4.hr.--tr,_...::..1 b�,..,... �.,...a.,.,.» `- 4�03 2"k xHot water boilers supplying heat; , L i ;❑Complies {Ftz6]z , through one-or two-pipe heating �} u (]Does Not a t 1 - systems have outdoor setback ?h ''control to lower boiler waters' � 5F ��g ❑IVot Observable r^s td'u' i=s ^4.'`3 tr' 9e ,oaf p `# �`d t. 3.. , r temperature based on outdoor ❑Not Applicable ' �• a "temperature. ~��'1����•�.ai� ��}i� n -•�-�>�.;:�'�'+ris'it�t+� ' , 403 5 i 1 Heated water circulations stems Y s �� ❑Com lies have a circulation pump.Them; a> , ❑Does Not system return pipe is dedicated� afa ��4F �i'"� ` ' 'a < '' A={� x 'r ❑Not Observable 'i rarete Gravity t and thermos- e or a cold r suPP1Y ,r« �Y � t' �s �; , pipe. y + z + 3❑Not Applicable syphon circulation systems are 2.%'y, not present.Controls for j,'`t,* u 'rG r1"Y'?� i^wz fYs. rMrxi - ` = i =" .� ,.V a '1 F'C'"•F...kr - 48t a..s..y,,. rar-W. :ai i t :circulating hot water system �.���,�E�,�w .`� �ra✓ .-,c .Y,�,� �x� �•�_ ,. , } a # �< <�t'Pumps start the pump with signal� t�i',��i ��r t ,�,�>✓i=�`��'l�?`:;`��±'�`°ab��; , _ xx� for hot water demand within the occupancy.Controls automatically turn off the pump- ;f" �'' � ,r.`'-'S'' � ; r•b i ' `� � 1 x when water is in circulation loop 4�FL his at set-point temperature and '.. !no demand for hot water exists. 03 5 12?s Electric heat trace systems " �i xx r ' 3 s a" y x ❑�orii li@s - T.rr.;n*?' ,j P jF}29] comply with IEEE 515.1 or UL :10rx� � � ❑Does Not f Controls automatically �,.t,IM adjustthe energy input to the a is *k4 xr xs..." ; ?❑Not Observable , a s !a t at P (❑Not A licabte 5 heat tracing to maintain the a PP ° desired water temperature in the ; 3r i c K , x ;€5• _.,t" r7'.yx.- r.,c3?"- '' :i g. 40353iWater distribution systems.thattiXnxr � _ " z Complies MY [Fi3b] z have recirculation pumps that x x, fit; J^a� xi,l� �" sODoes Not' pump water from a heated water 0i ��'i,"' ��s� `, :"�" `���` ���1='�'� a< i ..t'� _'£ r- ,y, x _ fro s lG's,?f �❑Not Observable ; - sesupply Pipe back to the heated sr 7 3watersourcethroughacold x+= �z�� °w'"' b i , ❑Not Applicable uk rwater supply pipe have a u�, max? ME;- demand recirculation water: a sag rr system.Pumps have controls s 5,Z that manage operation of thenEr �;;?} � . pump and limit the temperature i5"Ilt tl ,, Y ; Hof the water entering the cold, .IX a - o e� 'Y�'� �#r+ji t tt�r! ''�,e<r3•nz't i�rr- r�°x�=a c.# .. i "�.���..._awaterpsp#ngto104-F• 40- 54 ,!Drain water heat recovery units Its aY r ,❑Complies. ; [F131]z tested in accordance with CSA: ' Y 7„�j❑ ry G �� z (t �s Does Not- tested 1855.1.Potable water-side ;„ ,sue,ta= a=t` pressure lass of drain water heat r=ttr�} t �##"Ffi ; € tii�ss, _ § ❑No 1 t Observable .a` y '•F p •t�"t'yy] ❑Not Applicable recovery units < 3 psi for individual units connected to one K _gg or two showers.Potable water- Y m c --- ' side pressure loss of drain water t' .xs } gg �`' 1 a ttt ak�a'� •Srr<.x`'-•mac." s s r;-t<z,, t1_r s,heat recovery units<2 psi far * r'individual units connected.to - .=E;: or more showers. 404.1 75%of lamps in permanent F �,1 t f � &f #❑Complies _ [FI6]i 'fixtures or 75%of permanent, X t+ _, w, _ 4< s ,s ' k b ❑Does Not :fixtures have high efficacy larrips ='r=� y. a'3�Pf:<Trt�';n...t t i'#n5 `'i.t�•"rT,`"�'tr-k❑Not Observable .; .Does not apply to low-voltage ,r #� a lighting. ci �a d°r5 c r c *a " []Not Applicable ; 46J4 1 1 Fuel.gas lighting.systems have x°' Y;F ,�r?y' r a ❑C mo plies ---- [FI 3] no continuous pilot light. L �+ rxsr a 3 tr # n tj� ❑Dbes Not a #3jr ,rn '�,kx'i ,4 .= ,#t, �,,,,naa • I,i #�. :F.❑Not Observable ❑Not Applicable C r s ti. i P{ri r i�•2.'s•F'' c: h, R= -xS f-K'F. r.a`t p 4013 k Compliance certificate posted. r 1 r= # , ❑_Com lies y �F17]Z r'rk'�- r r >; _ °3r i� 5ih ✓ siry..4'"'+'� ❑ - •i Does Not - - ,c#. a t.3 r.'sal kJ•>. t-� �`a sx�k as _,sFr.�yy 'k i i:S a• .. 'u r^�c n �.� 'i . •a^ Tx-r-y.u. �{a;sa:-•yu,�'••�.�is' ❑Not Observable t lit" 3 ❑Not Applicable ,. 1 High Impact(Tier 1) a , Medium impact(Tier 2] 3 Low Impact(Tier 3) Project Title:Architectural Innovations Report date: 08/07/18 Data filename:\\COLONY1\Server Documents\COLONY\Archlnn-8-7-18-719Main5t-COT.rck Page 8 of 9 , # �natlnspecton Pravis�aris �Ct�nt i]es? Comore Q Ps . r:. Manufacturer manuals for a OCom lies �--� � t -x � a r� °:r r± , ws x stY' �rs�'�a. '`�� p [FI18] r mechanical and water heating ur a r 9 ODoes Not systems have been provided. s�Not Observable tiUNot Applicable .r ..7 Additional Comments/Assumptions: 1 tiigh Impact(Tier 1) Medium Impact(Tier 2) ' ` Law Impact(Tier 3) Project Title:Architectural Innovations Report date: 08/07/18 Data filename:\\COLONYI\Server Doc u ments\CO LO NY\Arch In n-8-7-18-7 19 M a i nSt-COT.rck Page 9 of 9 EnergyAj/ k Efficiency ert ic• , to a . Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling% Roof 49.00 Ductwork(unconditioned spaces): se. e Window 0.26 0.45 Door 0.29 0.45 Heating System• Cooling System: Water Heater• Name: Date: t Comments r e _ I TOWN QF BARNSTABLE H 1201 � POURED CONCRETE PCxINDAHOH U•ALL t ON D•.I s'—TINUO.6 CONC.FOOTING {� BOTTOM TO BROW FROST LINE W RUN.) p �...,era„sone.sttir.ax,Ir•,ane"�'x 13'-O' 7-8 IIY 41.i• I r --• I V a DEPRESS T.O.WALL y I I UNEXCAVATED 9�POR BLA leAD I 4•TH CK POURED CONC.SLAB PLOGR a I7-4- I CLEAN COMPAC!®GRAN"EAAGEE 1I I I I - - J _f' J L—v MT.- r .. r• T Barnstable Bldg. Dept. 2Z,CLAT,YFLIM 6ECT10N5 I i I I Y/4•AEA T -_ ` _ 1 P.T.'d100EQ(JOISf9 I:•°.e. Tie nCALLY M03PCi.) I I1419 I Approved by* jut Permit#• r6>� rxPA:.'T�f.yrt3 n 0 lNaue I • I 9lirAL.1200le .C. °ID 12 II ���•11 I I O �I TV Zi p 1 - d1_6u S I/z'DO,LALLV WLUMN I I l ON In309SOCONC iO T`P.W11ExE SHONN SPOKE DETEG�ORS REVIEWED �-g s`e I ' 7-9- ILS J VIMIr— P.T. Ir BAR E BUILDING UtPT. DATE I ———— 2YID DCtK XXSTS yy I d• ( I BVP'Al./•20®1B"o.6. 01/2•ALL2001B•O.C. I : I >•%I Lip o d/ry� 6 I a _ I D L P.T.310 L®0ER FIRE DE. ART E DATE .71 N^13119•°OLi9&Ic'O.G, BOTH SIGNATURES ARE REQUIRED FOR PERMITINGON 3C g 43 .�. CONC.P MCS / W81118 STEELBENA i - I— _— / I I y !: y ,{�•—LIIIiR W PORCH PBDbt FULL BASEMENT r r Ei n U r TNICK POURED CONCRETE SLAB FLOOR ,.Tam �O ON 6 MIL PCIr VAPOR BARRIER OVER . - GLEAN COMPACTED GRANULAR BASE i a c ON 36• I ( _ 4y1A1• y I .. n' ` / 1P UI CONCRETE SONOTUBE5 6-A: a 3F:•s 12' f Ar N•O.A.131G POOP Co"..FOOTING _'3 CONC.POOPNG5 / I Y I I' I AIrACH P.f.T31LIO lO SONOTUBE Ny ABUc61r P1 POST SABES N�l18 STEEL BEAM 1 C to X M PKT FUTURE L NEN B PKT. �W M • iTrUnhRE c $ I ®1e•o.c. I B W z r II BATH - � •A A1,dL�� „wia: -q r� — _ I I '�ILb '1 Pc I .. I "I �1� ' ? � � � T., ° 2 THICK FID H sH URED CONCREi2 Fl7JNOAn NN ED 0110YIc' I I ILL �• �x9r CONE NUOUS CON TOOTIN I I 0 PT.2 dO LEDGER,I I to 3, r � / \ / UPls cnlma PAswTOnaserou� f t�i i�l I x II X .ocn«c I \,Ta lr.eamolco. f r � � n 4i.k um L ° 1 a•DIA CONCRETE SONOTUDES ul c[2e3�3�G ]] I Z-9 112• s'-9• E1'-6' �Q+ PP•Owor AROUND PovNDAnoN wP1I PPRaPTR, a •}' �^ ✓4^31$» / 519 ANCHOR.BOLf9 MNf.9Y O.C.r c•-I r PPOM wINA°Ol sHERS.A,eA18e vn• ZVI AENE DATE 0812412018 /f SCALE: AS NOTED FOUNDATION PLAN DRA,, NGV Al - 7 54-a "dam 9 I W c STORAGE C P4 RirCe WIO ' 9• V N ® —� -- — — !- N ' uuceK�"wn mae, 4'S' ------"------------------------ b V-a COVERED PATIO DECK MX WIN,; N p © LIVING _CELj m DINING G w :A 4,5- 4,1 11'� 3'3 I/2• .couNreRo_n.---- b 5`-?112° - WINDOW&EXTERIOR DOOR SCHEDULE 3 --umeoP 'TaWTic-----r--I ---- KEY ROUGH OPENING W x H ITEM III STYLE MATERIAL t t i I H 2'$x4'-W AOH2648 ANDERSEN 211 DOUBLEMNGIAINDOW MTERBERMASe CLAD © T4r x4'4r ADH2648 ANDERSEN 2A DOUSLEHUNO OMNODW NHBTERBEROtA:SCLAD xM`I - KITCHEN P 3• fHSf z-WXx Vo` ADH2640 ANDERSEN 2M DWBLSR*M NDM INITE un FISERQUISSc - KITCHEN 4'_6. u1 a s. �D 7-0 XB 0 4 AL AGmO6D ANDERSEN 41xONrCJSENENTWINDON 10MITEFISELOlAS9ctnD D _ A NOOK 11'-6° 4'-3 _ E T-0'x 3`4r ACW2= ANDERSEN 4 UGHTCASEMEJT WINDOW VNDEFl8EIOUISS CLAD 3F G. ® 1 91P z 6'x n6' ACW=6 MNDERSEN 2 Udff C/SBN NT wINDaW WHREFlBERG ASS ano fl2• u1 ——— ————— — a SCREENED IN PORCH 11`-1Px5-11' FWCD-F110611 A40ERSEN DOUBLE SLIDING PATIO DOOR NNRERBEROLASS CLAD ---- ' FIATV-111NG H r-crx V-11' FWGD80611 ANDERSEN SLOINO PAID DOOR WNRE FIBERGLASS CLAD 24• p 7•Tx4-11• FVMID276T1 µDEtSENHIGED PAM DOOR NHRiEfleERfuASScuo O � � � 3'-23/8'x6'-11'a(2)14'SL 3'D'xeW-(2)SL 4 LDHT FRONT DOORVS IC SIDE UGHTS N I io PANTRY K 4'-2 30 x V-11° 4'D'x 68' oouBLE ooOR '? �''y D 3 101 NOTE:ALL WINDOWS AND DOORS TO BE A-SERIES WITH APPLIED GRILLES W/SPACER BAR A u+ - ❑ _ - CUBTDM gcr+EeNs aeR+eEN Y d N SPACW MASTER BEDROOM RT.C4 eDUAL = m m� } POSTS CASEDIN 1. TRIM t G' 3 1• L 85 0 O 13'14'T' .4' ,"1. 3'-E• 4�_*5 v 1012' INTERIOR DOOR/WINDOW SCHEDULE KEY ROUGH OPENING W x H SIZE STYLE MATERIAL LU J FOYER ,W,• O 37x83' 2'•6'x643' RHiIT NANO 9VNHG DOOR•4 PANEL SOLD OGRE M4SUNffE _ O I �. 03• 'b W 2 3Yx83' Y1°x V4r LEFT HAND 86VM DOOR•4 PANEL SOLDCOREMA ITE gsl O Y O 3 38'xBW T-O'x V-S' DOUBLE DOOR•2 PANEL SOLDOOREWSONITE -I�I J 0 /n O 5wxar 4'-0'R 64r DOUBLE DOOR.4 PANEL SDUDCOREM4SONITE i_,,, BATH IB © I Z I Is 33 1 FEN TO A80V! • O I WALK IN CLOSET 1� O PORCH WALK N o. LAV: I w O i0 -i I° 1 a-f:I/2• IS 5'.7° �.. � P 1 E = � F' LL ow 1 2'-5' 6'-a 3'-01 4'-P CASED II 1, F ryM ¢fy{`T-• r iy ERIC 63rFiEO{_.4 \\ _ . DAM 08/24 1 2018 s SyRuclupAL . Proposed NO- 8962 SCALE: AS NOTED FIRST FLOOR PLAN P DRAWING N. LIVINGAREA ......1696 S.F. h Q f a r r------- I � 4L0 0 P 1 i U I 1 I I I I 1 I ROD, , I - "--------————————- ------ ----.------ , ' I - I ` 1 y OPEd 10 BE1.UN I ROOF I I --^ -------------- — --------------- • I I 2• 3,_2� I p d. S-2. 12° WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGH OPENING W x H ITEM„ STYLE MATERIAL I n I (� 7L'x 4•-8" ADH260 ANDERSEN 21 DOUSI.ESIUNO WNOOW VAM FIBE4G4ASSCLAID I I 6 I' O 7S z 4•$° ADF2618 ANDERSEN2I DOUBIEJMNNO WR4DOW YM4ffE RBOimAs3 CLAD as ROOF � I ` , �� ftaT ROQf APFh I C 7$•x 4'4' ADH2640 ANDERSEN 21 DCUBMMNG WNDDW N64TE RBEtGLASS CLAD II b g _ D 74"Xe-0° ACW2080 ANDERSEN 4LJf81T CABEMBR W44DOW uwLTE FIBERGLASS CLAD A C E 7.0°x 3'4 •A ANDERSEH 4 ANTCASEMENTPANOWY VkffE FIBERGLASS CLAD GAMES/MED ROOM •; •b O z-6°x7.6" A�8 DNDERSEH 2UGHTCASEMENTWINDOW NHITE FIBERGLASS CLAD © ,i'-10'%e•11" FWGDA-110611 ANDERSEN DOUBLE SINOPIG PATIO DOOR Wt(IE FIBERGLASS CLAD 4 / H e4'x e"11' FWCDWGI I ANDERSEN BL.OMD PATIO DOOR V#VTE FIBERGLASS CAD r � � I y1 I Ol ----- � in I aOgP O 7-T'x6=11' FWI'tID27611 AJIDEASENHBgEDPAT10DOOR WNTE FIBERGLASS CLAD ( ROOP O 3'-2 3M"X 6'-114(2)14'SL 3'0°%6W�(2)SL 4 L1(YR FRONT DOOR WI W SIDE DOHT6 _ / - �/ QK 4'•2 318'X 6-11' 4'0"K 68' DOUBLE ODOR GI STO R.{6E Q1 ------------- / NOTE:ALL WINDOWS AND DOORS TO SEA-SERIES WITH APPLIED GRILLESW/SPACER BAR Z� cLOSTT CLoSPT c13•%.w•xl.h O� ------ -------- - - - - - - t. "' � I © N .. � INTERIOR DOOR/WINDOW SCHEDULE ® a-s 1/2° U)- U) KEY ROUGH OPENING W x H SIZE STYLE MATERIAL R BATH N v 53 = 1U 37x83' 74"KVr RKWIT HAND MING DOOR-4 PANEL SOUDCOREMASONRE ! BEDROOM#2 C �' ~ V 2 37%83" Z-6"K e-B' _ LEFT HANDSVW40 DOOR-4 PANEL SOLIDCOREMASONRE © O y „q,,.x,.,,; a Q 0 Z O 38'x 83' V-01 a 04r DOUBLE DOOR.2 PANEL SOLID CORE MASONI,E _ '; �•''� 4 "• g -- M ------ —^--- Lam++[[ ® 60"x83° 4'-0`a 6'4" OCL16lE DOOR. PANEL 9DLm CORE IM60NRE I 22-3112' -------- ti -- 1",x` '. , G cs•ti uwtt�A My bKNEEWALL I aP° rOlenowpq�,tC � °i - �' b E��• GI<I�Efik•1>r3L1.� i`�1'#� E O :s srOP.aOe 6 .� ,'�r.TF'UCTttt`AL •�•t2�F ~ g O AR A ND. U�3L ? t,lk r N � I ROOF 3. 6'-t 1° T-E° 3'-� 7'•£' 6'-I I• 4- F . �. 3 i-C DATE: 08/2R/2018 SCALE: AS NOTED Proposed SECOND FLOOR PLAN DRANRNG IM UMNGAREA ......T42 S.F. - A3 _ 7 I CROWN.-I.OVER,I vd-1-5CIA E.- 4 1 aC FRIEZE BOARD W1 EEO M 05 ----------—------------ ------------------------------------------------------------------------------------ A.SRtALf ROOF SHINGLES ----------—--------------------------- --- ---------------------------------—--------—-------------------------------------- ----------—------------------------ --- ------------------------- -------------------------- ------------- - --- -- ------------------------- ------ 23 ----------—-------------------- z I ----------- - -`==—=-------0 ------------- ---------- ---------- ---------m— KMZ=�--=---- / i=Ezi�z�m ia: ----- ----------—-------------------- 1 7 11-if --- —---------- ------- ----------------------------- ----------------------------------- NE------------------- -------- --------------------------- ---------- -------- - -- ------- ------------ ----------------------- ------ SECOND FLOOR CElUJIa Hi. CS N ----------—----------- ------ --—___-________------------------- DORMER PLATE Hr. ------------------------- -------------------------------------- ----------—------------- ------ -------------------------- ----- ----------—------------— ---------------------------- -------------------------r------------------------------- ----------—------------ --------------------------- ---------------------------------------------------------- -------------------- --- -------------------------- ------------------------- -------------------------- ------------------------- ----------—------------- --------------------------— --------------------------------------------------------- ----------—------------— —--------------------- ------------------- -------------------------- ---------- --------------------- ------------------------- --------------------------------------------------------- ---------—------------ ------------------------ ---------------------- ------------------------- IrB FASC A BOARD ON -------------------------- ----------------- -------------------______-_____ ---—------------- ---------------------- 6 DOF OVERHANG ----------—------------ ----------------------- 1-11 -----------------------------------------------------____ OVER 1 x6 FRIEZE BOARD --------- --------------------------- STANDING BEAM MEINL ROOFING Ay BED MOULDING --------------------------- ---------w ------------------------------------------------------------------------------------—-------------------- --------- 12 SECOND FLOOR J< rASCA50ARDON 5 Rol' OVERHANG 'VITIR I.d Pi BOARD I wl BED MOULDING IND HEADER MT. AND RZfN�ERJBB CA ENIENTWNDOW W/1,4 9 CARNG Alu)CROWN MO.CAP WHERE SHOIN 10 Lp [I 1 1.1 1 11 CUSTOM SC ENS BffrWfAN r/'ffl EIU—SPACED m 1.67 CORNER W. 10 m POSTS CASED IN I,ATRIM V.MITE CEDAR SiNGLPSAll — AT 5- C. I I I I I T 11001• D AIDAI'lON WALL 1 x DE r.IG ON P.T.DUCI,FRAME Ix I:=SmRTBD, P CAL; I 1-C POST—J; L3,-c-WIDE A DhPZFN 151-RIM I CASED IN I r 4 TRIM SCREtit DR 0 UBLE-1UNG N'KDOW 1,4 w 5 CA51NG AND CROWN "NO.CAP—BRE 6— top of footing ------- ------ ----------------- proposed FRONT ELEVATION z rc ANDERSON A-SERIES 00 LF-MUNGWINVOW 149 1x4 or 5 CA51NG AND CPO" WN0.CAP WHERE SHOWN Q All.I-N GABLES: 1 x5 FASCIA BOAF0 ON 12 i, suzur.cur R 7 RAKE�A-CWIN A MUDG. o`,9DOFC`VERHA.G e, RI I FRIEZE 5 PHALTIZ—FSHINGLES 12 OVER 1.6 RAKE MUE BOARD " DING ------------------------------------ I.,OVER "5 PIKE BIDS ON BIDES 0 ----- ------------------------ house DORMERS: ----- ----------- 4-ORCIAN MWG.OVER,1.6 FASCIA BOARD ------------ --------------------------------—------------- -------------—------------------- I Is FRUE BOARD W BED MILDG ------------- ----------- -----------------—------------- --------------------------------------________ ------------------------------ -------------- ----------- -------------------------- ---------------------------------- -------------—---------------------------- ----------—-------------- ------------ -------- ---------------------------------- SECOND FLOOR CEILING HT. --------- ---------- 60WER PLATE Mr. ------------------------ - -------------------- -------------------___ ---- --- STANDING SEAM METAL ROOFING ----------------—------------ 11111[rail U) I seco.o FLOOR I I Ill 1 2.25 1.6 FASCIA BOARD ON LLL &RO f OWRM.G 01/15R.I.E,FR.EZf BOARD I'd TRIM ---L W,BED MOULDING LjJ ND.HEADER Mr.4ROUNO LU Q11 POST C,S!O N 1n tMM AT re cmxR Re1h-aEs 5-EOSU C L PRST FLOOR I _ Z T.O.FOUNDATION WALL F4� I F z I. KING ON P.r.DECK FRAME 4—� CUSTOM SE 0 0 ON P*T CKFIRAMe I N-11TOIA1111FATIO 0 DECK ENRT,B I D F.I;'I`G ol�Sl��OED UL WOOD STEP TO FINISHED GRACE PCI C.k5EO Ill I.*mm 0 DE I -.11ISENA55RE551.10ING PAT 0 DOOR WY 1,4 CASING L-————————————- w f. �—top-cvf—footing ,———————————————-J L, DATE: 08/2412018 L---------- - SCALE: AS NOTED proposed ORAWNG A RIGHT SIDE ELEVATION A4 7 N a �N 1; 1 m Vf ABPMALT ROOF 5MINGlE$ a O n P{ALL MAIN 6ABLE5 1 I A FASCIA BOARD ON m Q p Irtl BUILT-OUT RAKE'N;,4'CRO\,N MLDG. D'ROOF OVERMANG OVER I x e RAKE FWE2E BOARD OVER.I�C FR1E2E BOAR.O vLL ______________ ___W/BED MOULDING ____________________________ I's OVER Ir8 RA!`BRDS ON SIDES 444]]] ____________ _ __ _ _ _ _-____ _______________________________ ____________ __________________ a ------------------------------ ------------------------------ — ------ a ----------------------------- - --------------------- ---------------------- -'---'-'--------- -- -----"----------- SECOND DC"OGLING MT nr. _ ooRrvleR PLATe S IL12 ___________ m m ____ __ _ WND.NEADER RS MT 8 ANDEEN A- ES- E5 ___________ __ W C x FM � GAND GRW I.D.CP WHERE SHOW ------------- ____-______ 12 F G i �1 z 2.25 12 F SfAN01N6 SEM4 METAL ROOFING I. OVER 1.5 RAKE BRDS SECOND PIOOR VMD.HEADER.MT. 1,47 COMM BD. I,f�CORNER BD. 5'© AT CEDARSXN C O - AT S'EXPOSURE-TKICAL '- f IR5T F 100R f.0.FOUHDAf.ON WALL ISULKX., I f'AlCO"C ,,CORNER W. I I.Gfi GDRNER BD. I fYRCAIL U —00 LANDING I I I 115 FASCIA.BOARD ON I AO ERSEN11JN.IEMNOON' {5TEPTO GRADE ANOERSEN A-SERIES 5UD NG 8'RDOF OVERX.NrG I I PATIO DOOR W/1.4 w 5 CASING I I VI!1 a4-5 CAS.KG AND CRONN AND CROWN DOOR GAP OVER I+tl FRIEZE BOPRO —D.CAP—tRt SFI— b . I I I A:'BED MOLDING I I - ri-----I I I I 1 I I I I L------ --�L_------------------ top of footing _ L—————————————————————————J-————————————J————————————————————————— J proposed LEFT SIDE ELEVATION w rc ASPHALT ROOF 5NINGLYS _______________________ __________-___________-___-_-____-._____________________________.__._.____________ I _ _____________________ ___________________________________ __ _ --------------------_ ___________ ________________________ —----------------------------------------------------------------- SECOND BOOR CEILING-MT._ _________ DORMER RATE XT. __ ______ _____ ______ _____________-__-__-______________ _____________________________________________ ___________________________________________________________ --- --------------___----------- ------------____________________ _________ ________________________________________________________________________________ ______ 8'ROOF OV-- ,kNG ___________________________________________________—_____________ _ OVER115 FNUE BIARD ___________________________________________------------------------_______________________________._______ f—__________________________________.___ ___________________________Iv3 AVER Irtl--- _______ _ _-________________________-______ STANDING SEAM METAL ROOF.NG _____________________________—_____-_____.__.___ ______________________ ______________________________-___ SECOND FLOOR INC !/I g zz _ N'ND.MYADFR Nt '� Q Z O J WHITE CEDAR SMINGLS m I RY CDRNER BO. — Lli LLJ AT 5'EXPOSURF-P'PI � CAI ` f M1Ph;AL: Fn re%'•CORNER BD. O2 O AND 5LF-d A-S W ND W DJJBI E-MUNG N1NOOW" N)1 RJ ut 5 CASING I.CR04YTI _ W WXffE CEDAR SNINGLPS \{N0.I:AP WHERE Sn OWN N J AT YID05URY-TYPGAI FIRST FLOOR = 7. z Z T.O.FDUNOAT,OK WALL � � Q Q BULKHEAD I 0! Q I BILCO'C" I I ,Lvoo DESK I y n LU Q' I I I I I I I I I I I I I i L) a w ------{----------J I I I I I a F I I i I I I I I I I I I r1---------------------------L-----'1'---------'�I----------,'r------ --� top Of footing DATE: 08I 24/2018 L-————————————— ' SCALE: AS NOTED proposed REAR ELEVATION aRnnwlrac n: 1/4=nm A5 - 7 e -' IeI O R1jOP RAPRR9®I C`O.C. (.�ROOF k0a, Jn 91MP501•LSrA 16 S1RAP9®W my RAPrER / • N;•S/8'COX PLYMO.gHFATH Ab s ASFHFI.T ROOF SH.NGIeS �� h 1(1J 3W x l l W LVL RIDGE BEAM (W POOP RDGe: alp�y 2x10RIDGE80. (1)13J4'x t 11W LVL VALLEY R. SIMPSON LSrs 18 STRAPS 0 eVW.1 PAPrEP N� IS I SW x it 1 W LVL RIDGE BOARD 1 B6P x 111J4'LVL RIDGE BOARD II II II it II 'it / //D Q II !! it It n / \\a ! II tl v4 O U 11 11 II II II II It II II 0 II I II II p W O;tOwpAmIt5Q.c O.0 yyy t0 of late Cing.ht.. I II !1 II !I N%50F CD%RYNO.5"P Td NG t A'.PNAQT ROOF Sn WLE5 ,J xre O.W.JOISTS \ 0 2e1 O CLNG JOISTS I 11 !! 11 I Ld CEILING JOISTS®I G.O.C. / ®1:O.C. II II U $ $ FELLA PROINP - / / - \ I II -� DouB(E++vNGW4Noow9 2 I I F / / 1I '.,GAMES/ I m 9JmcNe CUPS O. ALL \\ IMEDIA ROOM SIMPS N m 2.5 too of box ala / I I 3/a'RG Pt",W SUSFLO orI \1 eeoond Hoar I _— (211! xB 10 LVL 911Y AWO8f 2rd FLR JSt94g16.O. - GLITTER ON)°8PA0CA50. D 3A11®Vy LVL ——— W IQdS ar W B135 STEEL BEAM ilshw/Yt diIa. ON 9++h SOP?T ------------- 4 1&W.S Ir1'LVL 1 i7 FELLA PROUNe /N • AWNING 4dNDOW-t! ` FOYER LAUNDRY/BROOM J LINEN - T'RCAU _ KITCHEN I LIVING hs exreR.SIM WALLS W/ 5I14'Pi3/iL.INSULAnON. ————J 3M r4G PLW+D.SUBPLOOR ON 112.21P WALL"TIM s W.C. SHINGLES�5^T3mo5Lare nfBt Hoar 9 1/2-ALUOIST I ST FLR.JSTS 0I G`INC. _———wail P.f.2rG SILL PUrE W 51#AI1C110P tfoundatiwail (3)73J4'Iali LVL BOLf9®MAY. •0.6.4 Cv12•fFDM --- ---`--- _ _ _ PND Of MAT".U5F Of foundation 3"3'sl/4'RAh W®t7B dTEFL BEAM 011 I1r4-41?LVL OUT BCDNo:M I"W'S 1?LVL GMT — — — — WASHERS.BOLT EMeEUTMENT M N.T - II ---- 71--------R------- 1 (2)69 PEBAAS®rOP 11 t I I! I I THICK,-rrr d CML FOIJFTO FULL BASEMENT 1 !I ; CONCRere FOUNDATION WAIL ON I a,IG• BP'OND I��}I GONE NUOUS CONCP3rE PQORNC I 11SS a1.atl/+• 3 1/2•D.A.I ONC MN ON 9G•w 9G•a 12' ON 12S90rW 30•LONG FrG s"THtCK POURED CONCRFT!SUB FLOOR IIl a3 PEBAPS©BOrr01(I ——— I CONGA f0(ITING4 i i 1 I ON 6 MIL P-AY VAPOR BARRIER OVER top of tooting I I CLPAN COMPACTED 42EANULPR OAS- • L—J 12'-3• 11'-S Id-0 112• a^^-6' 6'•6' B-5' ' S1 SECTION KITCHEN,LIVING,FOYER&MEDIA ROOM B 1W-V4)' rc ®Roof twat 51MF30N LSTA 15 STRAPS®EVER'RAFTER - 1 3V`x i1 UP LVL RDGd S0ARD 2 - 3.75 PPLMWD�.SSH IV O.c EATHING 4 A5Pi1AllT W�P SHINGLES \ 51AFascm H 2.5 r 12 hUR13CPNe CLIPS I _ +I O CLNG JOIST5\ \ i PKLA PROL NF // at vac, �12 ODUBLP-mm s M•NDOVS nAr_ _I I / \ 12• 5"OERRMIA NP 2N P00 RNTFR5 FA I G.O`c. '� / ' SJPWATEFUlkO ZrsTO s"WOd up Fp.a•I Almon 'O I saA 3/8•R"No SHEATHING p / \\ 2.14 CLNG JSTS W 2a a.518'PLY.\O BHGTHING - STANDING SeAM M14TAl ROOF NG / GAMES/MEDIA ROOM \ AND STANDING•CAM MFTAI.01 LNG F 2.3 2A I O ROOP/CR UNG RATTERS®1 G•O.G 3J4•r4G FLYAO.SUBFLOOR ON STRUCTURAL Second floor 9 1/2`AUJLHST 21N PLR.JETS Q IC•O.C. — — 12 51MPJON d 2.5"Umc-e Wm �]1• 2.Is SLOCMIIG ON,ER ON I.d 1ASCIA So. plt.ht. & arch a 2.G Ceam STUD N'ALLB W/ (5)13q'x 81/C LVL umh18PoR3.WALL ON tP+/-SOFFIT __ 51,1•PBtil.INSULATION, I/2'bP WALL SBTEM s W.C. V SHINGLES®5'EXPOSURE FmA - 01,P.r.G.G Pa r5 (V SOVING PATIO D FRENCH ! SLIDING PATIO DOOR H CUSTOM SCRUNS BETWEENEQ P.r.r>c UALLY SPACED KITCHEN POSTS CASEO IN 1• 4TWM s1a•rwFLW41.smFLoos CN SCREENED IN PORCHr•ALLJO 9T I ST MR.JSTS®1G'O.C.first floor �. OVEP ! P.T.211aDE'CK JOI STS®16.O.c- -Et floor ��,,'��`,.••!'-""'•�'�'•� �1 (f to of foundation wall _ -- J (3)1 3/a'!®Vr LVL GIRT P.T.f112r10 P.T.(3)D1105 i _ Z BLWND 1�+�pp (2)05 SBARS®TOP P.T.2x10 R T DIX CoNcRETe SONOTUBE9 O lr,2a•Dik•B G FOOT•CONC.LOOTING ) � L p� {� V, LUFULL BASEMENT rACHPJ.13pr1OrOSONOn1BE1�S rT�11,'f 'ABIIGG POST BASES 1� L.1L..DER 1..:!»tYl B Ifl•01k LALL COLUMN. VT ICK 791HIGH FOUREO ,`t4; Lf p� 1�yy{{99 rI��C� �+ U ON x2•.SOSBP CONC.PrG. A*rmc,,POURED CONCWr SLAB FLOOR CONC%Tt tO1R1OpnON WfNI ON O':I G' No. 3896 J (2)63 RE'BMS®BOTTOM ON G C POLY VAPOR BAPI'OER.ASEP. CONnNLAIIS CONCRETE fOOTING d FW 61eAN COMPACTED GRA/1ulARShe = +}.:. F top I f footing DATE: 08/24/2018 SCALE: AS NOTED DRAWNG 1t S2 SECTION KITCHEN SCREENED IN PORCH&MEDIA ROOM 8 1/4•=V-D" A6 - 7 f y �Z I 8 -FIT 0"" — 7 ra:a.xs+t- I -- — — — — — -- — — — — P. I i i i i i r I I 1 1 1 t 1 1 I i i i.• i 1 1 � a� t I � I I 1 I 1 I I 1 I 1 I 1 I I 1 i 1 1 I I - Ct ? , t.It tet•LKR E8 D �I �� E ' I L I I I 2c8 COLLAR TIESTCEILIN0 JOISTS Q16`O.C. O - U I az •� pa z 8 � • � I I 1 I i I I I I I I I I I .I I 1 I I I � I I I � � � r 11 1 1 1 1 1 1 1 I I I I I I I I I I I Rt 8i 1 1 I I �� a o 12• T W 1mQ6 a W W5 STEEL BEW*nh vd fat dn8. of, t ci -t�aiD-- •1 fb ID w ti LL I I =—____ ==eta =_ a ! (q 7YSC x e t7LKallo 12 _ POST U. D. tll N N U a // p / P0IT WJST (V d T . n. 0 $' UP' :JP/DN ?� y' DN J ygg� U. T. N A to BRf! W. l21 • 17 K N B W:BBA' Q 4W LBE k• QJt • 17 nX•In 19N•a, 1A'KR EBEAM - c sw W F. Pc+r D PosT u - v i M� �Vk OF �Aq- MST _ ON (�1sa°• t7 LKw 11 II W N 7 Z ERIC g e III CEDER' CL-3J! TT1� = z � (B),Y6•rC8,7 LK - �18 Sit:LlCTUF31l4.. -�ii� F_ � Z S No. 38962 AA, N nLL J 2XI s @ is-O.C. s®1sro.c. / o WILT OUT RA:E BUILT OUT RAA2 H DATE 08/24/2018 1 SCALE: AS NOTED SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN LTRAWINOA TOWN OF BARNSTABLE v � AS 54'-O. 0 7018 �FP 17 AMI 8: 36 PJ THICK POURED CONCRETE FOut4oADON wALL ON°'.I G'LONTINUOUS CONC.FOOTNG PAROM TO MOW FROST LINE O'MINJ 13'-r7 7.8 112' 4'-7' I 1 - — ——— ts I')T VISION OPPRESS T.O.WALLfll� tli I N I I I1NE%CAVATED 9+FOR BIRKNPAp 4•TN CK POURED CONC.SLAB PIOGR a �• f¢y 7-4• UMIR OVER CLAN COMPACT®GRABNALAAF.BASE-------------- �- - -- I r ' SBA PKT.— r Barnstable Bldg. Dept. ' I i I T�D.C.VEP"" °"& I I 2•,14•KEY WAY N:'a4 BA.RSS I rO.C.VPRNCAtI LN.9 PC9.) Ir � P.T.�10 OECK'If95TH®1H•O1C. � .-. I i : I I Approved by: i y� Permit#. • '_ I -�0� �I L rAsearonUxRxAve I 91rrALJ2o®Te O.C. J -BTfrA4F21 18D.C. I I , m �i�lB A'f f91nl B0.T881fT 0.L. tP S � � i •. I b 41 i1 m tia is � � a I •� I � �i - _ �I i -6• 311r DM LALLY COLukw IL I ON I r•90Y90 COAC.FTG 1C�K DET CTORS REVI W D NIT TSroWNE� D�N — — — — I -- -9--- T1z; _ Iq I ' •• J P' J I F`- • P.T.2t,D DECI(Jotm O.C. � BARNS A L BUILDI DEPT. ATE 9 mrAu-2oc 1WO.C. .0-�- 91M AU-20018•C . I ' I � w P.r.znoLmoER �. I FIRE DEPART NT DATE � aL W.!91?tlGLrSa IP D.G. / t o a c 4-3 e 14 80TH SIGNATURES ARE REQUIRED FOR PERMITINt �; Nss 4•,p,I,b• r ——I•.:,.P. LONG.FGonNGS WBxIB STEEL BEAM LIMIT Of TORCN ABOW FULL BASEMENT t) 4'MICK POURED CONGER BLAB FLOOR 2�" O ON 6 MIL POLY VAPOR BARRIER OVER I 5'-3• 2 CLEAN COMPALrED GRANULAR BASE •� I I ON 36'x 5c"I r I� ON 24•D.A.TUG FOOT CONC.FOOTING I ,YEN Au N55 4?471/4° 0 � I O OW CONCRETE 60NOTUB'S CONC.FOOMas I . I I AffACN P.f.(3)W O rO WNOWBE • � � I� w/PBJeG(R FI P05T BASES W 8 x19 STEEL BEAM M PKr. FUTURE L!!EN —— $ BM PKT.I r a It U �: kL II TO BATH TMCT 79.0G DQI, �` • d�' I I N oL;I ? Wei az iQ`c+ mNCReeFnmoAn NwAua Iv lc I '. I k----7f�= L tour Nu0115 cv4 roon I I \ �/ II\ / F.r.. rmr �• OLEDGER '� i axc.:wl�Ncc I 'r(=>I;c•e°in®Ito, , I � a � ' ST'�UCI UIRI.A U. ———— I Z.DIX CONCRETE SONOTUBE5 i- Nt3. 38962 z-s 12• 4'-a ro s-y s-0 , C / 'FIMDVleuiTlORepgeS,oirs®OU IMaM.O32'O.C.4 4-1 Z POM a 1= _ 33'-rP 9'-6• W Do5NER5."BOLT ELIBBNrRLBIT MIN. r. _ DATE: 08/24/2018 SCALE: AS NOTED FOUNDATION PLAN DRAWINo tY l 1/451'4 r Al - 7 • c a rA I C+P 17 a • � Va 4 d - S 1 I3'-P STORAGE F77129'-O" 0� flAl C 9• TV le..ui w1A e•.A e. 1 �I 4'-5. 4 ------------------------------------ aP COVERED w PATIO N PLAT CEILING , DECK G LIVING VAuu»DEI® DINING G - a! .y IT ------------------- ———————————————— 4'S' 4'1• 1 I.c• 3' 3'-9 1/2• - ————couureR o_n.——————'1 3•-?112, . WINDOW&EXTERIOR DOOR SCHEDULE A KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL (•— I ,'",, I I Y46'x4'-6• ADF4648 ANDERSEN M DOUBIE4HUNGWANOOW V&MRBIRGIASSOLAD 7-6•x4'48• ADHWO ANDERSEN 2n OOUBLEHUNG WBIDOW W MFIBERGIASSClAO ! Q 3° ly u 9 © z-S•x v4r ADH264o ANDERSEN 2R D0UBLE4HUNOlMNDOW PAMFISERGLASS CIAO KITCHEN 4'_b•. N NOOK 7x64r ACVCM ANDERSEN 41XO �1TCALEM W WO WRRgTEFIBELOLASS CLAD -0• I I'-£° +-3• O _ (� 7-0•X3'4' ACVL2030 ANDERSEN 4 WWT OL:EAELTNANDOW WBTEABEROLASS CLAD REF Ir 9'-P Yr/ Y-W xz-6• ACKM8 ANDERSEN 3LIrpNTCSEAENTWNDav Wm Ammm Ass CLAD V-5112• p --- -- -- - SCREENED IN.PORCH V-E• 4 FWG04-110811 ANDERSEN DOUBLE SWING PATIO DOOR 1NTrEFlEERGMSS CLAD �A DIRK Y.000 DECK � G-W xS'-11° FWGD80611 ANDERSEN SLOMO PATIO DOOR V#M RBERGUASS CIAO ry ---- -5 zI• fI AT CHIINC V P 7-T%8'-11' FWHID27611 ANDERSEVHMGED PATIO DOOR vwREFlBERGLASSCLAD OA Y PANTRY -23Wx6'-11°+(2)14°SL 3'0•X SW 4LIGHTFROMDOORMIBSIDEUGHTS I io JO 3' 101 4'.2 3W X 5-11• 4'0•x 8'8• DO .ODOR 101 uo O WAD � ✓ NOTE:ALL WINDOWS AND DOORS TO BE A-SERIES WITH APPLIED GRILLES WISPACER BAR — :' ❑ — CUSTOM SCREENS SeflleEN qO YA W iv MASTER BEDROOM P.T.6x WUALL GPAC = m �vt POSTS CA�i"111N Iv eTgM 0 O\I3'-IL7 -'a• '-I° 9'-6' 4'_ °e� IO:g• E INTERIOR DOOR/WINDOW SCHEDULE I QQ rn KEY ROUGH OPENING W x H SIZE STYLE MATERIAL b W = J O 32'x OW 7-6•x6'-S' MGHf1UWD WIND DOOR-4 PANEL SOUR OREWSORRE Q 1 O FOYER z-3• .g = F W - 2 32 x Sr 2'-S•x 8'-S• LEFT HAND SVMQ DOOR-4 PANEL soup CORE WTSOAI TE — 2d1 T ti v O = O 38'x Sr T-w N6'-S' DOUBLE DOOR-2PANEL SOURCOREmA.SoNRE j ael �4 6a'x63^ 4'-0'xe'-6• DOUBLE axXt-4PANEL SOLID CORELAASOfiI1E BATH 3 I- tyNoA; W Z _ • PORCH zu yWCI a 3 I WALK IN CLOSET i O »ooD Drcx � t� N I = To Aemve o'mt LAM:}} O 3'G•6H0 I h IS 4 UPI I = z 0 _I I• I 9'_6 U2• 5'-T a" �E N. N n LL _ I , P.T.c.c Posr �`'�§w�'•}��I:";5�"'-r; S'-P 4'-P CASED Ifl 1 /filAl €:TIC J. 3 i`4 t, CI'.DERW Sa,1;l_I'U � DATE 08/24/2018 u STI UGTL- proposeddin. �a�g62 � 9CALf: AS NOTED proposed FIRST FLOOR PLAN ° - b4-I QRAMRNG#- 1/4--7P-0" UVING AREA ......1696 S.F. �, „..-- ,1.•.'°-1 -�... A2 - 7 -� r µ J 0 a gag �------------ I 1 1 1 1 - 1 1 r- - -- ` • - ------ -- ----- ----------•.------- - �• - . 1 F s OPEN TO BEt GN F s Roof - - " 2° 3'-2" I i'd' g._2. 12° WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGHOPENING Wx.H ITEM# STYLE MATERIAL I n I O 2'$x 4'-8° ADH260 ANDERSEN 21 DOUBREAARNGV YINDOW 6MATE FIBERGLASS CLAD PG0.T ROOF AP.2A 1 © P$x 4'-8° ADH2648 ANDERSE N 21 DWSLE 4ING VANDOW wiRE RSERGLASS CAD _ 1 Roof 1 1 � - (�' 2'$x4'-0° ADH2640 ANDERSEN 2I DWBLSMNG WNDDW VALITE FIBERGLASS CLAD t I{ b 11 D 24"xv4r ACV42M ANDERSEN4UGHTOASWENTVWM0/P NHRERBERGLASSCLAD Y C= GAMESa' —'- 1 9 /M D ROOM O 7-WX3'-0" ACW2= ANDERSEN 4UGHTGLRBaerrww0ary uwne FIBERGLASS CLAD QF 2'$x2'-8` ACW2628 ANDERSEN 2LIOHTGASMENFW6NDOW WHRE FIBERGLASS CLAD v ) ! - T r- © 11'10'x B-11" FWGD-4-110611 ANDERSEN DOUBLE SURNG PATIO DOOR VNRE FIBERGLASS CLAD I1 6-wx8'-11• F DOD611 ANDERSEN SUDNG PATIO DOOR WArE RSMGA36 CLAD r------1o2T61( ANDERSENHNGED PATIO DDOR NMITE FIBERGLASS CAD , .T-2WxV-114(2)WSL 3 $412)SL 4 UGNTFROWDOORwIrSlDEUGHTB I ( , - K 4'-2Wx6-1V 417x 6'8° DDuBLE DDDR b y Rj o O NOTE:ALL WNDOWS AND DOORS TO BEA-SERIES WITH APPLIED GRILLES VWSPACER BAR - _ ti c{oDer tLOTer c's•R.w•ALL+N- 0' - ------ -----.--- - - - - N ° • © �° O Id-5 112, © - 4 .. Q W INTERIOR DOOR/WINDOW SCHEDULE ® N o KEY ROUGH OPENING W x H SIZE STYLE MATERIAL I. v - ul BATH _ 'I 32"%83" T$IX5$ RIGHTHANDSWPx1DOOR-4PANEL SOuDCOREMASONITE 33 Z Z BEDROOM#1 37X83" "xv-r LEFT HAND SOUND DOOR-4PANEL SOUDCOREMASONDE O 38"X 83' 3'-Ir K V-w DOUBLE DOOR-2 PANEL SOLID CORE MASONOE ------ --_.--.-- - -'.+,..A ,mow d 80"x83° 4'-Wx V4r DOUBLE DOOR-4 PANEL SOLID CORE MASONITE -, 22'-3 112' --- - ( ca wuxL+ fit"+ Y��� IL b 4•D'KNEE WALLA I I 4'[l Iwee°xAu sh aN r BELON• B TORAGR I 4-O` L ,. Si t54.i i7S'tt GAL fp ~ � O 1 ol Roof A 1 itS. t3.3j �' W A r y N ' ` 3° 3" 3'-21 L 8P-tY 4 GATE: 08/91/2018 SCALE: AS NOTED ProPo SECOND FLOOR PLAN °R""Y""G# LIVINGARE.A .._.T42S.F. A3 �. rA (�DOG 10USE DORMERS: l� 4'C_N MLDG.OVER I r RAKFIFASCIA B04P,D • <v ♦1 r3 FRIEZE BOARD WISED MLDG A a 46PFI ALr ROOF SHINGLES __________________________ ________ ..______"________________________________________ ________________-_________-_-_-______ ___----------------------------------- ------------------------ ---- - - a 8_ _ ------- __________________--____- -._______-_____-__-__-__-_-- _ _______:___ ______________----_ _______-- --------------------- ----------------------------_--- _.: --- ------------- ---------------------- - - - .. SECOND FLOOR CEILING.or. _________-______________ _______________________________ y(_-DORMER PLATE SIT. - - � S O _- _ _ - _ _ _ _ _ _ _ __________________________ .________"_______-_______"_____ __-_____---__ ____ __ __ __ ______ -----__"________-_____-_----_-=______-____ Q o ------------------------- =------------_-- _ - --_-- -- _-_ _--------- ------------------------ ------ m = ___-- ------------------------ -------------------------- -------------------------- ---------------_----------- ---------- '------'--- ---_-_--_-------------- IrB FReiC A BOARD ON ________ _____________ 2 ___ _ _______________________________ �. E"P,OOF DVERHANG ________________ A A - - _- ------------------------- - __________________________ OVER I'x3 MOULDING BOARD _ _____________"___ _______ STANDING SEAM MT+ ROOFING ____________ _ ___ N%BFA MOULDING ____________________________ __uEWNO FLOOR 2.25 Ix9 FA5CI4 SCARD ON 7 k�OF OVERHANG OVER I+E FREZP BOARD W/BED MOULDING NND HEADER HT. • ANOER5EN A ERIE5 . - CAB' ENT WINDOW . — MYlx 4 o r 5 CASING AD CROWN F \ 'y �j3 �'x/' ! g �/jY ' CUSTO� " WIND.GAP NMERE SHOWN' P.r.t.•M EOIRISL SCREENS _ I.,w CORNERED. O O / �� JGi B.l: POSTS CASFDINI.iTRIM- . - WHITE CEDAR 51:NG(FS D { l"/ '�• . ATE FX"URF-rvP CAI fRST f IOOP. „..Sir :d•. [,ij 4 .O.FOUIfDN-ION WALL Ix DECMNG ON P.T..OECK FRAME -- i I.10 DECK 5MKr BD. T CAL: - a POST I 3'.G°110E _ A.D FB W SFFJADOW CASED IN Ir tITRiM ECRE'R DR N%1.4­5 CASING AND CROWN 1 I I L(�— IN NND.CAP N'H-cRE 5H0_, -'C top of tooting -------------------------------------------J _4_—___--____� - - L--- _ - _ proposed _ FRONT ELEVATION Z O 1/4'=,'-0' ANDERSEN 4.-SFPJES DDU5LF-HUNG WINDOW .. 0,11 I x4_5 CASING AND CPONM r}n10.CAP WHERE 5HOVM 15 FASCIA BOARD ON — 12 q All lA4N GABLES L'' -3°ROOF Ot/EP.r1ANG I _ r3 BUItf-our TAKE CROWN MLDG. OVER I M5 FkIE3E BOAkO ASPHALT kOOF SHINGLES Z OVER I.6 RAKE FRIEZE BE 04kD - µ/BED M 10 RAKE ----------------------------------_ v -1.3 OVER i.3 AKP BRD3 ON SIDES DOG HOUSE DORMERS: __________________________________ --------------------______________ A CRO'.tN MLDG.:OVER,i.8 FASCIA BONED _______________________________ ______---- --------------------- _._ _______________________ - t I.B FRIEZE BOARD MY BED MLDG ________________________________ ___.__________.________________ ___---------- _____________ ______________ SECOND FLOOR CEILING HT. ____________________ ______________ _____________ r x DORMER PLATE HT. — _ 9 - _ F " _--_ - F STANDING 5F Ak1 METAL ROOFING - - 5ECOND FLOOR 2.25 a VEGI FASCIA BOARD ON O °ROOF OANG OVER I x3 FREZE BOARD F .._ N%BED MOULDING TRIM AROUND W+NO.HEADER HT. a _ ul W 2 yxG POST c w dd F sr! �. w ASEO N I. tTRIM ® O ® � �l�i/ °)' O AT 5EE(POSURE-P'PICAL 0 FIRST FLOOR E°� fii•!'/.... _ ?" Z Z T p FOUNDATION WALL n I.OF KING ON P.r.DECK FRAME CU5TO SCRS BETWEEN 1 I I o/ O M EEN . 1,10 DECK SKIRT B0. P.T.6r:EOUALLV SPACED ( I I ,r DE':KING ON PT.DECK FRAME STEP TO KNEED PATIO I U) ^ LL i WOOD STEP TO FINISHED GkAOE I POBfS CASED IN I.tfRIM I I I w/1.1.DECK SKIRT SO. I I I ANOPRSEN A SERFS SLIDING O JL.{ }. r.-1 }._� PAT O DOORN%1 x4 CASING LL_�L_� L_� L_� L_� L— � ————————————— w L-r------------J !_ top of footing tt ________________ _----_—_—_� DATE: 08/24/2018 TJ————————————-——Y————————— ——_rl.—————————————— L_———_—___—_-__——1____________________________L————_——__——__—__—____——_——J proposed - _ . + - SCALE: AS NOTED RIGHT SIDE ELEVATION pR'W'"G" - r _ MJL ASPHALT ROOF SHINGLES ALL MAIN CQLe,; N 15 FASOA BOARD ON BUILT-OUT RAKE A',—CROIlNNtDG 5'Ro F olle"mG altR 1,C RAKE FREZE BOARD OVER InC FPJE2E 8OAP.O >82 BED Vt,6DM6 OVERIrS RART BIDS ON SIDE. -------------------------- ---------- ------------------------- ------------v------ --------------------------- -----Z ------------------------- ---------- ----------------------- ----------------- ------------------- Secotto FLOOR CaUNG h DORMER a MT. 12 ------------- VMD.HEADERIT, YY 2s ANOERSFN ISER4ES ------------- CA5 MEW WNDC��' N% SCA51NGANDCRO" CAP WHERESHOWN -------- 12 2 12 STANDING Se METAL ROOFING I OVER J.5 RAY�f BROB 2.25 L� I Ria IF]11 .kM ��OND F100 4-r CORNER Bp. 1415 CORNER VD. I WMRE CEDAR SHINGLES AT S'CIISURE-T C. IlYl. I F IRST f Lo?R U.Q.FOUHOAT,ON WALL BULK-0 L I,,CORNER ED.,Lco L,�15 CORNER 6D. ANDERS A.ERES LWO.O LANDING ANDER'NA--ERJE55UDNG— 115 FASCIA BOARD ON DOUBLE-HUNG MNOVA' 4 5Tff TO GRADE & or OVERHANG Vil 1. AND,5 CAS"G 0 CROWN PATIO DOOR W/t.4 w 5 lA5AG 1,OVE0 I nd FREZE BOARD ..D.CAP"tRt SHOWN sU AND CRD"DOOR CAP MCULDIN6 I 7 J————————————-L L—————— ——————— T top of 00�1"lg —————————— pmposo LEFT SIDE ELEVATION o rc ASPHALT P-0Of SHINGLES ------------------------------------------------- ------ ----------- *---------------------------------------------- --------------- ------------- ----------------------------------------- ------------- -—------------- ------------ ----------------- ----------------------- ---------- ------------------------------------—-------z�EEE---------------------------------- ------—---------------------------------------------—--------------------- -;------------------- HEHH--EEH- - --- ----------------------------------------—---------------------EzEzz-1------------------- -- ------------------------------------------------------------------ -------------------------- ------------- --------------------------------------------------------- ------ ----------------------------- -------- =-H---------------------—-———------------------ ---------------------- - ----------------------------------------------- ---- ------------------------------------------------------------ --------------------------___________-_________--------------------------------= - ---------------- SECOND ftOOR CEILING MT. ------------------------- ---------------—------------------------------------ ------------------------- zi ---------- ------------------------------ ---------------------------------- DORMER PLATE------------------------------------------------------------------------------- ------------------------ --------------------------——-------------------- ----------------------------------------------------- ---------------------------- --------------------------- ------ ------------------------------------------------------------------------------------ ------------------------------------------------------ ------------------------------------------------ --------------------------- —- --------------------------——------------------ -- -- E----=--E--=E------------------------------------------------------------------ - - _________________-------------- - -- -------------------------------------------------- -------------------------------- 7 - -- - -------------------------- ------------- ----------------- ------------------------------------------ �FR5fU0—e ON -----------------------------------------------------------i--m----------------------------------------------------------------------------------------------------- ----—-�-z-E-E-E-E--------------------------1,-6------------------------------ ------------------------------------------------------------------- z IROOFO�M`GA------------------------- -------------------------------------------------------------------- - ----------------------------------------------------------- ------------------------------------------ ------Oltk l.0,0IN BOARD - -------------------------------------------------------------- -------------------------------------E G ------ - - - ---------- - --- -------- - -------------- -ME .3 OVER-----�BIDS ---------_________________________________________________________________________________________________STANDING SEAM METAL ROrF.NG --------------------------------------- --------------------------- ----- -- --------------------------------------------------- ---------------------------- ------- 2.25 SECOND FLOOR z litill I 1 1 Y'i Y11,111 —DR ffADtR HT. > LLJ "ME CEDAR 5'NaE Lil U 11 LU LU RE-Tm 5 1 AT 5-U111 C ANDERS N A-S.,S 141, DOUBLE-HUNG WNDOW ,�7 Ina LILL CA51NG.MIO CROWN LL ERE 5—VN Lu VMffV CEDAR SMI.aF5 YI Y U -j AT Y F�05URV-TYPICAL - FIRST FLOOR C, z 7 < L-BULKnD rL------7--------- --------------- L of footing DATE: 08 24 12018 ----------- --------------------- ------ proposed SCALE: AS NOTED REAR ELEVATION DRAWiNG#. 1/4'l-W A5 7 J l N V 2,10 ROOF RAFTERS @ G'O.C. @ ROOFof RIDGE: m pa 'A:'5/L'CDX Kri D.SHEATH NG t ASPHALT ROOF SH.NGIES 51MPSON ISFq 19 3fRAP5 @EVERY RAFTEROn t^V —I C4 SW K 11 IW LVL RIDGE BEAM 1 m 2n0 RIDGE BO. ()tlW.i11b'LVLVAU.EY 0.. @ROOM-SrA mG �-'ti L0 1 a ROOF N LSTA O STRAPS @ EVEW PAPTER. �v • II II II II II II i 19 /l2)�to \ _ 1A'K 111k'LVL RIDGE 1 SN'X I I IW LVL RIDGE BOARD C Q O � y I i I / \ all II II II II II II II II II II II II I� II II II �I II @ 1 - top Of p10f0 clog, ht. \ II II II N/SI&CDX PLYNO.2,10 Poor RAFTERS S C'o.c.HEATH NG t ASPMALT ROOF 5M NGLE5 Z j `r1 2r6 CLNG JOISTS \ 2x O CLNG JOLSTS II 2,6 CEILING JOISTS @ 16 O.C. PEILA PROIINP• OOUBIE-HUNG NANDONS I S is o 12 \ I 1 HALL \ \\GAM S/MEDIA ROOM I m m slMPsau H zs °- / II \ HURRICANE CUPS top of box p10 / I I 3/A'r.M—D.SUBFLOOR ON \ 1 -1 T&W.B 12'LVL 91/2'ALUO ST 2W RR JSTS 016'O. 88cond flo_Or_ L J I—____ GUTTER ON I-6 FASCIA SD. (3) 3/P&1?LVL - ---- W10A'28m W&M STEELBEPM Aushw/9ettlng, ON B'+)-SOFFT _—__________ (2)1 S/A•x B trr LVL PELLA PRDUNE ANNING WINDOW'S FOYER LAUNDRY I BROOM/LINEN TYNCgL: KITCHEN LIVING TD 5I EXEXA STUD WALL3 W/ -- — 112 ZIP Ml INSULATION, Z,faG Pv' .SUBFLODP,ON SHIN.IES d 5'5 POSUREC 9 1/2"AW GIST I ST FlR J5T5 @ I6'O.C. -11L - flf8t floor_ ___ SILL PLATE N5'5;8'ANCHOR (S)19WAB 1 LVL BOLES/@ MAX. O.G.t C"-1 2"FROM top of'foundation wall __— _______ _ _ _ _ _ _ _ _ _ PND OF PI ATFS.LISP 313"r1/q'PI ATF W&1B STEEL BEAM (3)19Kk810 LVLGIRT SPOND:(3)1 39'A FIT LVL GIRT WASHERS.BOLT EMBEDTMENT M N.Z" (2)Y5 PEBARS @FOP ll II 0 II II II •• 15 THICK•i`J'H GM POURED FULL BASEMENT I I CONCRETE FOUNDATION u'ALI.ON I a ry55 qy gyl/q• 3�l2-D.A.IAIy Cp jIMN ! CONf N110U5 CONCPEfEFOOFING ON 96-•Wa 12- I I ON I2S30k30'CONIC FTG. q'THICK POURED Co CRETF SLAB FLOOR (2)A5 RESAPS @ Borrom I Co.C.FOOTINGS I I 1 I ON 6 MIL POLY VAPOR BARRIER OVER top of Rooting _-- I I CLEAN COMPACTED GRANULARBA5E L__J 12'-3° 53'-G 112' Si SECTION @ KITCHEN,LIVING,FOYER&MEDIA ROOM 0 B va•=r-D• . . @ ROOF w06E: 51MPSON LST4 16 ST S @ EVER+RAPTtR 1]N°z 11 LA'LVL RIDGE BOARD 12 / 2.10 ROOF RAPTER5 @ W/5)6'COX PLC .SHEATHING t ASPHALT ROOF 5HINGLE5 SIMPSON H 2.5 12 M1URRICANP CLIP5 2•I0CLNGJO15T5 \ / @ IC'U.C. \.�12 PFLIA PROL NF / \ 'OOUBL.p-HUNG - / \ FLAT ROOF AREA: • 12 / 12° 517E DETERMINE ;p + 2.6 P.00f RAFTPRS @ 16'D.G. / \ SIPF'ORT BY 2.a TO bond'h ro3 shore „H.51 e• WATERPROOF P�w.D snegmwc. // GAMES/MEDIA ROOM \ STANDING E°AM METAL ROOF NG \ 2a 1 a CLNG JSTS W 2s e,NDI G 5Y 9YEAT I R (� 12 / \ PND STAfiDING SRAM NPTAI PJJOf ING 2.10 ROOF=UNG RAFTERS @ I C•O.C. 2 3,1 FIG PLY110.5111FLOOR ON 5TRUCFURAL second floor 9 112-4LUOIST 2M FL:t JSTS @ I C.O.C. _ 12 SIMPSON H 2.5 HURRICANE CLIPS 2.,5 BLOCKING —— GU)lYR oN 1.a p)t.ht. ®porch Q 2r6 EXTER.STUD WALS W/ (3)19N'X81rC LVLwldw 8RNG.WALL ON&+A 5,4 PAsaA ED. 5I M'FBGL.INSULATION, 1/2'Z P-,IALL S'STEM t W,C. P.T.(3)2di W SHINGLES @ 5-E SURE ON P,f.6vG P05f5 FELLA ARC FRENCH— / ( F 5!IDING PATIO D D OOR, Z CUSTOM 6C S BEPA'EEN F.f,C.6 E0U.4NL.LY SPACED W Q KITCHENi POSTS casE w o 1, s M. 914"T"AILJO D.5U6FL.JETS SCREENED IN PORCH first floor 9I/2'A!LJO ST IST FLR JETS @16'O.C. \ Ir OECMNG ON F OVER N'D001OECK \ I P.T.2.IODPCKJOISTS@IC'O.C, first floor to of foundation wall V�H OF P.T.(2)2A0 P.T.(9)?r10 (3)1 Y49LB t?'LVL GIRT (j .� {_� �. Z ' G 15 REBARS ARP P.T.200 LEDGER G i F 'FASRN iU H-1 FRpMe ON DIA.CON GF OOr C U C. O ERIC J. (2)1t:•BOLT5®1 a O.G. - ON 2q•DIA.'B G FOOT"COHC.FOOTING �^ (n F QI AFF4CH P.f.T3g.I O f0 SONOfUBE ! LL b FULL BASEMENT I W/ABU66P05TBASES CFDERHOLM m H n to O STRUCTURAL -�i 31/2'DIA i+ll COLUMN YTHICK+Z'9'HIGM POURED No. 38962 °'Oh 12'v3CA30•C-C.PrG. 4'THICK POVRPD CONCPtTP gIAB FLOOR COMCPFTP FOUNDATION WA1I ON O'r 16' (2J tE�KEBABS BOTTOM ON C MIL POLY VAPOR.BAPR)EP,OVER CONTINUOUS CONCRETE FOOTOIG uJ .Wj CLEAN COMPACTED GRANULAR BASE top o_f_footing IU. K 14'_3. i71.F-i /R DATE: 08/24/2018 26-6' 15'-S' SCALE: AS NOTED S2 SECTION @ KITCHEN SCREENED IN PORCH&MEDIA ROOM DRAWING#: A 6 1/4'=r-W IA6 - 7 I a U �BURr�f� I ,a�a.aear- I F7 U I I I p I m _ � 8 I 1 I I 1 I I t I II I I I I I I I I I I I i I I i I I I I I I I I � 1 1 1 1 -1 I i F I p g I I I I I I I t 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I f I O a " 1 i I I I I I I I I I I I I I 11 I I I 1 ® 11 I I I I 1 1 I I I I I 1 I 1 1 I I I ,� O $ I I 1 I i I I t 1 t I 1 I III ] -er ? .3 0) I L I I �W„�T, EILt STS 18.O.C. I I I 1 I W Z 00, _ Vn I 1 I I 1� Imo- I I I 1 j i ..,.1� i I f i � � 1 1 I I I I A I � 1 I I 1 r • I I I I I 1 I I '..^I I I I I e • tit �� °0 I I I I I 1 1 I 1 I I I I I I I I I I ! I� • € a I I I I 1 f Iz:e.zs.t. I n� p 12• I I 1 I I 1 1 1 S Oef wimQB-w866 STEELMAN Gish-Wlpne.,d 01I W _ I 1 9 _ N — c M p Up m Wo I oLA d y r I it 19 O I alta m (pY914'[B IfY LVis lush LL Z Q' PON LL fp \ POST ON W ON to � fig, M9T ^'xµ 'PM 1 ON "+ � • 0 J u999� -� PT --�.��- ; — I— — _ F 3 BRA W. W, • IW VL_ B 6 W.Bao r fEw J cw �Bt u. wt W. t? aN.m .... �� AAA W 0 ba MST I,NMI + OC f ON t9M sB,2 L hm w, s tl * GNU 'aLPMA Lilt` a 1 = STRUCTURAL � F 'a z (9)t 9N•.Ce,(I WL - ` ,wr~ = w>" +R t" No. 38962 G3 � _ r M u_ (>),3w t9Irr Lit J But We zxs s ',so.C. 2x•B 1B•o.C. BUILT our . . DATE: 08/24 12018 SCALE: AS RIOTED SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN I]RAY BNO 11 PERC TEST 14,266 = slv a fi o a ri(^=w" PLIn:D1UIxDB,'.OHARLES ROWLAND EIT -1.1VANE DINE-ii LEGEND ASSESSORS REF 111,WIXA-NO ills' WITNRSSf.DB1'.DONNA MIORANUI.RS.-TOWN OF BARNS[ABLE Mop 036, Parcel 009001 r t 3 T'S n 1 SITE PASSED W Uder round Water Line NOT WITNESSED t 9 Cedar'Tree Rebor TEST HOLE I EL"S TEST HOLE-2 I,49e TEST HOLE-3 ri.,xis TEST HOLE-4 _e...snv TEST HOLE-5 f EI,Jen t A Lh,'FR 105'x Ll AUAYkk te}`R3n AL.U'F.R 10}`fl.311 ALAYGIl1m'R j/l lLAV➢x ImB3/11' _ lest Pit FLOOD ZONE %� ✓ \A 0' 11�' , VFRl'DARx G%AYlatt BROWNVERY DARK GBAYIaHBHOWN 'E%Y UAItKGit S'ISH➢ROWN PRY UARxGRAYL$H➢ROWTr : \F%t UARr.mNSIaH BROWN .: LOAMY SAND J8.6 1 O.UI}•:3ANm 'Jefi 0 .:,I.OAAIYSAND 9.2 „,�"LOAhIl SATID BLA b%tore ve BIAYFx IOYA 316 aI AYLR IOYR SIY nGYER tOYA SVB 92 aLnvsRYterasa Deciduous Tree Zone G '{' "••�-'a O Utility Pole E tELLOPYsn fROSYN "YEI,LOWL4116ROWN - }Y.LLUW19il BROWN •I;W.ONLSNBROn'N }EtAtvtsN axawN; y Panel /f 250001 0018 D 30 LOAM7':SAv :JI3 3M "LOAMY.SAND : )3 32' _.I.aAM1 SAND :17.3 34" :LOAIVIYSAl� J]J 30" •, LQAnw SAND %; J3.5 i•,'t t i`t J >Y r H C Ld}'Px IIIYx Jn CLAYER IaYR7/3 ['..AYLR mYR]O CLAYER IUYR7/J CL 1Lx1 Y%) -OHW- Overhead Wires (rev. July 2, 1992) �• � `� �'. I \{ 3"��'1r�� �'f l'I?RY PAt.i,BROWN VLRY PAi.I,BROWN Vi'RY PALi.BROWN \I.xl'PA1r BROWN VERYOWN MLUIIIAi SAND 13r�� MI DIIIM SAND 41..1 MI?U-F SAND 13r° MI?DIIIM SAMJ 3°.0 -""'--25--- Elevation Contour soMe rwwla:3.ro•. 3sn Coniferous Tree Pue It:1 -E- Underground Utilities + OVERLAY DISTRICT S GALLONS INS'ISABN. J NOOROUNUwAII.R I.NCOUNINNEI 25 O.U.LONSWc151,aN. NO aROUNUwA roUNIxRLI ° ` '•$ 8 �� ,alms t1� �' N I No oxoVNmVATLNIIN LTARe O]Jl ae PERC xA'IP 2MN/IN(LTAR•U)Jl le rF I r j {tWuof x aro N "°GR°"DwA ERaNFF ERS. WP - Wellhead Protection District J Jy Handy 5 o ", LOT CALCULATIONS; t State Zone II � Itl,; FPS Havers 5 . Estuarine Overlay Beacn 03 Lot Area = 30,434 SF ° ^1 MotPf 1 .I:. c3 Lot Coverage Allowed = 6,086 SF •�aA. _ `� <- ' vf �P%�� •� Lot Coverage Proposed = 2,695 SF N Jackson Family Trust Location Map Floor Area Allowed -;9.130 SF C750404 / /act 1"--2000't Floor Area Proposed = 1,810 SF First / 742 SF Second N85.47'56'E - '0 2,552 SF Total 198.00, f4 ! \ SB1524 36 E ? / Rebo. i!5� �. �...„ 152 9 G's` - id i ( \ • 2 , . I �o /` a„w -oho_ r ,`� , 166 1Y5.3• r _.. Qr °moo PROPOSED ... PROPOSED S.A.S. Lot 4 sex /a o��° ZONE:RF (RPOD) i u• ( :.. ✓., i SEPTIC TAN Ce l ` o/ \ o (y, Kepla 30,4343SF j,- �% 120) � �\ o Area min. 87 . �� Ware Line i ;! k! c COVERED J ! of° os ( 50 PORCH O Width (min)Ina 1 /. $CREEND _ / Wes, 14,T I >P-)� I m p Setbacks: S e �.., PORCH -. eo e n, Front 30 • 1 1 `J ,..} 3• � o> Side 15' VERED � ,,.� Y (7�Z�() r _____ __ _ 1 PROPOSED \ -z T ue..,. �/ - - o Rear 15' PROVIDE 'box PROVIDE ! .i � .: . i,. ,.,\ o s � • .rx o (yam( CLEANOUi .,/ `; \05' O it �' l C r I- I ♦ .s \ EI�49.R' i .._;::',...i' ;• i" O / r PROPOSED \ j 'I r /'• /'l ^�,�' •� ` '... DWELLING 1 ., ' -_ I r F.F. EL. 49.7 ,.`+ _ , .•• M?.. ,v '� L-- -- I I � I � ROPOSED�n'` ., '_� ,.........,� � 1� DESIGN��� "�/ \ DATA L_ K__ -____ _ ` o I Fmnily 1 ___ _ __ DRIVEWAY _ _ I _ _ P ) 3 i 1 Sin a.IIO •EXI TING SEPT C' GPD - ('�: TO�r,BE LOCATED ` a\ a n� �' Use aD1500 Gal ScpNo Garbage u Tank &ABANDONED \/ Z o f i_ ,• EXISTING - /.,,., ORI REMOVED ... co DWELLING v l LEACHING AREA TO BE REMOVED 330 GPD/f1.74(..TAR)=446 SF Required (~f) U raP of ee/oH 35448 Sidewall 2(12'+25g2'=148 SF s • 89,ch Nark / •, r \ ,. 1 `•.S8T5T20 W I _ e.) �9"o Bottom Area (ITS,25)=300 SF r 1 Er�rv.se.r6' , i' \ './ ( l 3 / x�x�x�x Total Provided-448 SF V W+ •r' •.fit( :t �/ / LL / '> N/F / -0�... O -O- "---9-:�0 O 0.... \°-O-O-I_-x�x xP°st 8 wire F4"\ e LEACHING CHAMBER DESIGN 6l... ..-e. ,/ As•J ° °_-°; \ o- Ilam B°y�r Rye -O ' All Pipes to be Schedule 40 Use f§i ,"o o-O-O-O pmM Dnk 11 ca - 9936/115 2-500 Gal.Leaching Chambers in a t-� 12's 25'Double Washed Stone Field as Shmrn. O s c SEPTIC NOTES RG .~ I.Location of Utilities Shown on This Plan Arc Approx,At Least 72 Hours 7.Septic System lobe Installed in Accordance Willi 31O CMR 15.00& - 25 O' see Notes(tyPJ Prior to Any Excavation For This Project the Contractor Shall Make 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable /tII �+�/-� F.C.EL.4s.z5 the Require Notification to Dig Safe(1-888-34;-7233). Board of Health Regulations. - SOIL IY BSORBTION S - 2.The Contractor is Required to Secure Appropriate Permits From Town 8.All Piping to be Sch.40 PVC. Fro. eq,i,,, e Agencies For Construction Defined by This Plan. 9.D-Box Shall Have a Minimum Inside Dimension of 12".and a Minimum NOT TO SCALE �,A.R.auv.d genci rn,tarer ro 1500 Gallon - 3.Wlrerover Seu er Lines Must Cross Water Supply Lines Both Lines Shall Sum of(,'. Goof m Pr;or PP Y P _•„v- Gr To Any Work EL SeHc20 nk 4 00 D-Box i°°EL.45.50 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tcstcd to 10.Septic Tank Shall be a 1,500 Gallon (see Not.5) H-20 4 a5 Assure Watenightness.In General,Water Lines Shall be Colslmeted in I L The Separation Distance Between the Septic Tank Inlets and ,• Y ua =? L ..i'.L'j -t " of 1„ ,ry;,..;_,r "+- '•� 9'Min Can.cted FIII } (r�,Yx" LevcM1mg Coordination With Court Water,and Shall be in Accordance Outlets Shull be No Less than the Liquid Depth.Inlel Tees'Shall Emend �. / rater 3; CM1omber With 248 CNIR 1.00-7.00&310 CMR 15.00. a Minimum of 10"Below the Flow Line.Outlet Tee Shall Extend 14J H Fabr,e ` T.B.m.mn.e on Antl Or Flo-b'iZ pacta0-� B tld 9,"r-., 4.A Minimum of 9"of Cover is Required for All Components. Below the Flow Line,and Shall be Equipped With d Ga B le iti�,gs+i5' __ i pa' /r/z' 10' r a rr sort. , 5.All Structures Buried Three Feet or More or Subject \` qC H-20 ao store M;". oe Per ones r E ! pd Rerod.e&aepb ,) J/4' r t/2' 10'Min. Slab AN U Btobl S.B 'M4htn 9 I to Veldcular Traffic to be H-20 Loading It is the Engineer's O OHN C. C' LEACHING t D.vae xtenea 20 M, - ovnd.ti- rye o t penmefaT i"rho 5y.t Rccommcndauon that H-20 Always be Used. DE t j51 CHAMBER stal. 6,histall Watertight Risers and Covers to Wulun 6'of Finished Gmde - H.cro.ndwotar Over Septic Tank Inlet,and Outlet,D-Box,and One Leaching Chamber 3 y �� °1z,10 Per rest Hore 5 .4 168 DEVELOPED PROFILE OF SYSTEM EL 5 Gr.un a s. ECROSS SECTION OF CHAMBER NOT TO SCALE P.r'.0.e. 9 /STERF�_�c A � NOT TO SCALE 1 TITLE: Site Plan PREPAR17' PREPARED FOR: NOTES: Proposed Improvements e Ca eSury 1.) The property line information shown was pnee,�ng� P Jennifer J Smith compiled from available record information. (_ 23 West Boy Rood i At Sullivan conewtingernc Suite G 64 0 Street y tnaeo4ss�mu•Rn e:r•rl•.ir w.attlr..etswoaree Osterville MA 02555 2.) The topographic information was obtained 719 Main Street -tea ------ (508)420-3994(506)420-J995 io. Boston MA. 02127 from on on the ground survey performed on baGe.a 0-p...d.net ) or between 29IFEB114 and 30/FEB/14. Barnstab'e (CotUif) Mass 3.) The datum approximate MSL Based on TOB GIS Datum. ■ Draft:CTR/JOD Field: MJD/WHK 20 0 10 20 40 80 sea level datum. �� DATE: August 30 2018 SCALE: 1 n- 201 Review:JOD/PS Draft/Review:WHK/RRL - J Project:33037 Drawing #C824G1 exl ;f •