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HomeMy WebLinkAbout0015 MARCHANT'S MILL ROAD max- I' i I i QDJ SMEAD KEEPING YOU ORGANIZED No. 10230 H163 VwsTAn�Asua MIN.RECYCLED INrMTtYE CONTENT 1.ED ��e.Sourclftg POST-CONSUMER® w•o swiavo MADE IN USA GET ORGANIZED AT SMEAMCOM Town of Barnstable of Building Department Services c� Brian Florence,CBO • : RAMSTnai.e. = Building Commissioner SC (f a 200 Main Street, Hyannis,MA 02601 ` l( L www.town.barnstable.ma,Q U L®I N U D E PT, Office: 508-862-4038 APR 13 2020 Fax: 508-790-6230 TOWN OF BARNSTABLE PERMIT# ,d a6-Z D ab FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square.feet or less Location of shed(address) it ge Property wner's name Telephone number x 2- Size of Shed Map/Parcel# E-Mail h/;-y .L3 Cot,-t L 3 ' DJ-- 2-0 4ign a Date yannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's.Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg . REV:08/6/17 ZONE: RF-1 Area(min)43,560 SF(RPOD) Fronts a(min)20' �_• (• _ _ i th(ymm) Setbacks: t Front 30' Ride 15 O �, Rear 15' J / -=a�w • e� FLOOD ZONE: 9„elI :\ e M r} • Zones X(Min.Flood Hazard) d Community Panel No. _ l §250001 0568 J July 16, 2014 Location Map: 1'-ZooDf' ASSESSORS REF.: Mop 266 Parcels 034 OVERLAY DISTRICT: Marohant, AP-Aquifer Protection District s Mill Roan► L� Fnd I I CB/DH nd h I3 0 I_rn I� 0 CO/OH n/f I Fnd Sara Imbrigllo&John I Leone + � S82.23'45 f I N 136I68 CB/DH - Fnd 56.3' Setback 3 ago a� 3 O •I nIQ� A I�I b C`9 y t t_Ot 2 ai a/ a 4a5' F Lot Area 0 lassof 9t 15 y New Concrete Foundation 4' a 15}Setback Sa/DH Fnd - i5J 28 Site Plan N83.29'05'W Scale 1'-20' n/f , 1r uml tm ��+°•° Lisa A.&Scott F. non�aao eo m.rlmri zfo sy—er •. Hilinski Tm me re..erem,.eow Site Plan sat Certified Foundation Plan At Sufli at=-- Hans Peter DUO Weber � Q 'bz oo..e�reo�r n r,.ernoal Q _. [� bn4vea K—Off 4,Tale mM Febumr 1; -- 15Marchant's Mill Road Cher!Waber Fmn6y Trust 2Ma Bamstable a& es fav Mass. "m � s February 19.2018 - 1'=20' m .. B DEPT. APR 13 2020 TOWN OF BARNSTABLE t,4 °E`"ETy Town of Barnstable ' ,ar►sr�siE : Building Department-200 Main Street Hyannis, MA 02601 lEoMo+° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3980 CO Issue Date: 5/31/2019 Parcel ID: '.266-034 Zoning Classification: RF-1 Location: 15 MARCHANT'S MILL ROAD, HYANNIS Proposed Use: Single Family Home Name of Tenant: Sprinklers Provided: No Gen Contractor: E J JAXTIMER, BUILDER, INC. Permit Type: Residential - Single Family Type of Construction: VB: Any building material permitted by code Design Occupant Load:. 0 Comments: 4 Bedroom 3.5 Bath single car garage Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition C _ Town of Barnstable lldlil Post'This farcl So That rt is Visible FromheStreet A rovetl.Plans Must be=Retairr�d onJ:gb and this Card MustLbe Ke ''t� arm Posted Until Final,lnspection Has Been Made fib. ;R Where�aert�ficate'ofy©ccu ane. is Re„wired,such;Builtl�ngshall Not beOccupied until a�F>nal Inspection has"b'een made Permit Permit NO. B-17-3980 Applicant Name: E J JAXTIMER, BUILDER, INC. Approvals Date Issued: 12/08/2017 ' Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 06/08/2018 Foundation:® zo 6S %-oz- Teardown Map/Lot. 266-034 Zoning District: RF-1 Sheathing:(!E�r/i z Location: 15 MARCHANT'S MILL ROAD, HYANNIS"" Contractor Name. E1 JAXTIMER, BUILDER, INC. Framing: Owner on Record: WEBER, HANS PETER DMD&O'NEIL WEBER, s � Contractor license 110609 2 Address: 354 WOODLAND ROAD 'V .�n._ �' " Este Protect Cost: $490,000.00 Chimney: CHESTNUT HILL, MA 02467' Pe mkt Fee: $2,624.00 �f Description: construct a single family home with 4 bedrooms and s 3 S baths and Insulation 1k X#V,�x FePaid, $2,624.00 attached single car garage with attached pore , Final: Date 12/8/2017 Project Review Req; AS BUILT SURVEY REQUIRED BEFORE START OF;FRAME71, � .7/ -- Plumbing/Gas Rough Plumbing: . ti Building Official ' Final Plumbing: bIC � � ;�� 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 appl cation and thelapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuretishall be in compliance with the local zoning;by laws"and codes: b � Final Gas: i This permit shall be displayed in a location clearly visible from access street�orooad and shall be maintained open for public inspection for the entire duration of the (jK �(• Q-Lq work until the completion of the same. R Electrical The Certificate of Occupancy will not be issued until all applicable signatures bYtheBudrog and F�re®fficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work "< Service: 1.Foundation or Footing z. 2.Sheathing Inspection , F. 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ,aF Town of Barnstable u ing Post This Card So That it..is Visible From the Street.:-:Approved Plans Must be Retained on job,and this Card Must be Kept - i�*\� Posted Until Final Inspection Has BeenPermft, Made. Where a Certificate of Occupancy�s-Required;such Building shall all Not be Occupied until a Final Inspection has been made. Permit No. B-17-3979 'Applicant Name: E J JAXTIMER, BUILDER, INC. Approvals Date Issued:: 12/08/2017 Current Use: Structure Permit Type: Building Demolition Expiration Date: 06/08/2018 foundation: Location 15 MARCHANT'S MILL ROAD, HYANNIS Map/Lot: 266-034 . Zoning District: RF-1 Sheathing: Owner on Record: WEBER,:HANS PETER DMD&O'NEIL-WEBER, Contractor Name: E J JAXTIMER, BUILDER, INC. Framing: 1 Address: 354 WOODLAND ROAD Contractor License: 110609 2 CHESTNUT HILL, MA 02467 Est. Project Cost: $ 10,000.00 Chimney: Description: demo existing single family home Permit Fee: $ 125.00 Insulation: Project Review Req: Fee Paid: $ 125.00 Date: 12/8/2017 Final , t „ Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: _ All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and.changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open.for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be-issued until all applicable signatures by the.Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A), Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT a= Town ®f BarnstableB uil d in g Post This.Card So That it is Visible From the Street-Approved Plans'Must be Retained on Job and this'Card Must be Kept i?tv "ace. QQ, Posted Until Final Inspection Has Been Made. - \Ea riR!i Where a Certificate of Occupancy is Required;such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit NO. B-17=3980 Applicant.Name: E J JAXTIMER, BUILDER, INC. Approvals Date Issued: 12/08/2017 Current Use: Structure Permit Type: Building- New;Construction- Rebuild After Expiration.Date: 06/08/2018 Foundation: Teardown Map/Lot: 266-034 Zoning District: RF-1 Sheathing: Location: 15 MARCHANT'S MILL ROAD, HYANNIS Contractor Name: E J JAXTIMER, BUILDER, INC: Framing: 1 Owner on Record: WEBER, HANS.PETER DMD&O'NEIL-WEBER, Contractor License: 110609 2 Address:' 354 WOODLAND ROAD Est. Project Cost: $490,000.00 Chimney: CHESTNUT HILL, MA 02467 Permit Fee: $ 2,624.00 :Description: construct a single family home with 4 bedrooms and 3.5 baths and Insulation: attached single car garage with attached porch.- Fee Paid: $2,624.00 Date: 12/8/2017 . Final: Project Review-Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME. - 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. Rough Gas. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of,use of any building and structures shall be in compliance with the local zoning by-laws and codes. F,i,nal 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 ofthe same. 'Electrical The Certificate of.Occupancywillnnt be issued until all applicable signatures by the Building=and Fire Officials are provi.d.ed on,this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable;separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. - Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire.Department Building plans are to be available on site Final All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION q - �. 3 1 f Map Z� Parcel 0 �4 Application # — 3 SW Health Division Date Issued L�� Conservation Division Application Fee Planning Dept. Permit Fee �o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �. Project Street Address I MaKEKA124t M1 POC4 0 Villagey h n i s Por+ '0�- Owner )4cr is kle b&_ Address _35V WLOG)Lan o left ,0 Telephone Permit Request >A0 ��Jlll /0 A//W f091( hu n 969 f i)Wl I.0 O 0 sm P-,Ox Square feet: 1 st floor: existing proposed 2nd floo . existing proposed I�� Total new Z & Zoning Districts '�-- Flood Plain Groundwater Overlay Project Valuatio ®00 Construction Type 1 Lot Size f'�, i`6 0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family f Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes o ) On Old King's Highway: ❑Yes *No Basement Type: kull A(C rawl ❑Walkout ❑ Other y`l �/ �14�fi�/ � � &Ad✓car tli Basement Finished Area (sgft.� Basement Unfinished Area (sq.ft) 10�e_ 6 Number of Baths: Full: existing. new ` V Half: existing new Number of Bedrooms: existing y new Total Room Count (not including baths): existing new First Floor Ro°o),p VG Heat Type and Fuel: ^Gas ❑ Oil ❑ Electric ❑ r Other ep Central Air: U Yes ❑ No Fireplaces: Existing New Existing w ood/oaP!tfi-v ❑Yes ❑ No Detached garage: Oexisting ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size _Shed:❑ existing, ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal"# Recorded ❑ Commercial ❑Yes No If yes, site plan review# Est Current Use �n�l Proposed Use r _ , APPLICANT INFORMATION (BUILDER OR HOMEOWNER) rt' Name '. %X ✓ Telephone Number Address y tzcka rUl 1-4nir License# ®®�42s #4onnls L Home Improvement Contractor# D Email W17 a �`"_ I 14 Worker's Compensation #LJ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO MAPK42aY99 SIGNATURE DATE �l I� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIO JZI&I#'TfW A 6 4 64 ,9St=ZC J*y FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ 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 Please Print Legibly Name usiness/Or anization/Individual : J J4Y M(B g ) � Tl ek kIL /ti[ L Address: - City/State/Zip: 1 C& Mfg- 02601 Phone Are you an employer? dieck the appropriate bog: Type of project(required): 1.D.I am a employer with 70 4. ❑ I am a general contractor and I employees full and/or part-time).** have hired the sub-contractors 6. New construction ( P ) 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition workingfor me in an capacity. employees and have workers' Y P h'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance.1 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.nOther comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors 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 the policy and job site information. r Insurance Company Name: Policy#or Self-ins.Lic. s G/'n Expiration Date: / / 1201y r a Job Site Address: /5 1�Qf'L�i� . * ml �Cv�Z I I �� City/State/Zip: -M�' � (7 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 DI r insurance coverage verification. I do hereby ce Zuthepainsa r eralfies efPerjury that the information provided abov is tru and correct. Sijznature: Date: �` 7) Phone#: 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#: HCO® DATE(MWDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F01/02/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME Erica H.O'Connor - HART INSURANCE AGENCY,INC. PHONE FAX 243 MAIN STREET a o (AC,No): PO BOX 700 EMAIL ADDRESS: eoconnor@hartinsuranceagency.com BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc - -INSURERS: ARBELLA INDEMNITY INSURANCE COMPANY _ 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE IbLW ADDL SUER POLICY NUMBER MM/D/YYPOLICY � MM/DD POLICY EXP LIMITS A COMMERCIALGENERALLIABILITY 8500042039 01/01/2017 01/01/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FV OCCUR PREMI ESESS( RENTED 300,000 PREMI Ea occurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 2,000,000 POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2017 01/01/2018 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident _ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLA LIAB OCCUR 4600042040 01/01/2017 01/01/2018 EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION 10,000 - 1 $ B WORKERS COMPENSATION 4220048905 01/01/2017 01/01/2018 PER OTH- AND EMPLOYERS'LIABILI Y Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? F_N_1 N/A (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 it more space is required) e , CERTIFICATE HOLDER CANCELLATION Fax#:(508)775-3344 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Massachusetts Department of Public Safety _ Board of Building Regulations and Standards License: CS-W3251 y Construction Supervisor. ERNEST J JAXTIMER I 48 ROSARY LANE HYANNIS MA 02601 Expiration. Commissioner 0111412018; Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home'Improvement,Contractor Registration ' TYPe: Corporation Registration:y 110609 E J Jaxtimer, Builder,'Inc -';; n�-- .• Expiration: 111021zo1s' 48 Rosary Ln Hyannis, MA 02601 {t "'- ai �,, Al § Update Address and return card. Mark reason for change. SCA 1 G 2OM-05111 ID Addrp,ss 171 R000w41 11 Employment ❑Lost Card —_ VAII l![t71197toilevealel�C��"!'�Cl3.iClC'�[lrP�l1 offiee'of consumer Affairs&Business Regulation z HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only T e Cor on before the expiration date. If found return to:> 4; YP : P�. t "`F3eaistration Exairation Office of:Consumer Affairs and Business Regulation 10 Park Plaza-Suite 51TO 1-10649 : 11/021201 S Boston,MA Oil 16 E J Jaxtimer,Builderi Inc. If t Ro s axBmer 48 48 Rosary 11t - Hyannis,MA 02601 Undersecretary, Not valid without signature. MAM Town of Barnstable Regulatory Services `lam as" '.Geiler,Direttor Building Division Tliosntts perry,C80 n1ICtin Coutmissioner 200 Main Street., Hyannis,sA:MA 02601 www..town,barnstable-ma.us Office'. 508-862-403 Fax: 508-79 di230 Property Owner'.Must Complete and Sign.This Sectiolt. If Usig-A Builder la s�-Peter.Weber, s Owner.of the subject property b r bv- authorize.E Ja titmer Quildq2 Inc.toactonrnybehilf,inall.matters,relativeto work a th rl7 lby this brri zi of i" permit application for; 15 Mat° ha t ` i t Road,Hyann,JW Part,MA 02647 (address ofJob y October 25,2011 €fOwner ?ate :Ula s-Peter Weber Print NaMe If Property`caner is applying for permit,please complete the'Romeawners License xe ption"l± rm on the. reverse side air.��i�;r��I[i�'��rpi�atell�c�c�t��fliz:rnsrrl't`�i�� �corstl`t�� xr�ry lntu3�tt��":ilts4C;t�rsi�r�2,��tutl(xrk1C3(�"'�i37�tAZN�dS'�i�>�S.d�:. i:evked 072 1,10 4 ' REScheck Software Version 4.6.4 C�J( Compliance Certificate Project New Custom Home Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,876 ft2 Glazing Area 20% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15 Marchant's Mill Road Hans Peter Weber Jonathon Jaxtimer Hyannis, MA 02601 354 Woodland Road EJ.Jaxtimer Custom Builder Chestnut Hill, MA 02467 48 Rosary Lane Hyannis, MA 02601 Compliance: 5.6%Better Than Code Maximum ILIA: 392 Your UA: 370 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies krea Gross Cavity Cont. Assem or Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 990 38.0 0.0 0.030 30 Ceiling 2:Cathedral Ceiling 480 40.0 0.0 0.026 12 Wall 1: Wood Frame, 16"D.C. 2,598 21.0 0.0 0.057 115 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 288 0.290 84 Door 1: Glass 232 0.300 70 Door 2: Solid 60 0.180 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,462 30.0 0.0 0.033 48 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP Keith des wod 11-13-2017 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 726506 Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 1 of 9 f REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments,/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception C1%if is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans,Verified. Field Verified # Pre-Inspectilon/Plan,Review Complies? Corments/Assumptions & Req.ID Value Value 103.1, - ;Construction drawings and - -. ❑Complies ;Requirement will be met. 103.2 (documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the r building envelope.Thermal .£' ', ❑Not Observable ; envelope represented on ¥ ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and t ❑Complies ; 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 lighting and mechanical systems #" ❑Not Observable j :Systems serving multiple ' ❑Not Applicable ;dwelling units must demonstrate J ;compliance with the IECC Jr :Commercial Provisions. 302 1,'-, Heating and cooling equipment is: Heating: Heating: ;❑Complies 1403.7 :sized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: V J Manual J or other methods Btu/hr Btu/hr ❑Not Observable , '4approved by the code official. ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 2 of 9 Section # Foundation Inspectiom Complies? Comments/Assumptions & Req.ID 303.2.1 .,A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [17011]2 protect exposed exterior insulation UDoes Not ;and extends a minimum of 6 in. below grade. :❑Not Observable; ❑Not Applicable 403.9 'Snow and ice-melting system controls;❑Complies ; [F.O12]1 3,installed. ;❑Does Not i '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 3 of 9 section Plans Verified EieldlVerified # Framing,/Rough-In-Inspection Value r Value Complies? Comments/Assumptions & Req.ID: 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies :See the Envelope Assemblies 402.3.4 :❑Does Not table for values. [FRl]1 ; ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U ; U- ;❑Complies ;see the Envelope assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable ; ' 402.5 ; [ ;❑Not Applicable [FR2]1 303.1.3 'IU-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 fare determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable 'taken from the default table. t per-, ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable { ❑Not Applicable A.. 402.4.3 'Fenestration that is not site built . ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting 4 r ❑Does Not r" 1AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC Y. ❑Not Observable ; . 3, 400 that do not Exceed code ❑Not Applicable limits. � I IC-rated recessed lighting fixtures ` ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finishY < ,,: ❑Does Not Viand labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable :. ❑Not Applicable 403.2.1 'Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is f ❑Does Not >= 3 inches in diameter and > R-6 where< 3 inches.Supply and ❑Not Observable I return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 ` for< 3 inches in diameter. 403.3.3.5 ;Building cavities are not used as ❑Complies [FR15]3 (ducts or plenums. : ❑Does Not []Not Observable ' ❑Not Applicable 403.4 !HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]z `'sabove 105°F or chilled fluids I ;❑Does Not below 55°F are insulated to>_R- ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC y' - " ❑Complies [FR24]1 'piping. ❑Does Not �- ❑Not Observable ; ❑Not Applicable 403.53' -Hot water pipes are insulated to R- R- ❑Complies [FR18]z ; '>_R-3. ❑Does Not ❑Not Observable "} ;❑Not Applicable 403 6 sAutomatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]z installed on all outdoor air _' ❑Does Not intakes and exhausts. s ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 21 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 . Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2Y'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 5 of 9 Section; Plans Verified Field3Verified, # Insulation Inspection, Complies? Comments/Assumptions; & RegID„ Value, Value 41 303.1 v, ;All installed insulation is labeled � �•-a �, - A : ❑Complies ;Requirement will be met. [IN13F )or the installed R-values ti _ ❑Does Not provided. ❑Not Observable ❑Not Applicable j 402.1.1, ;Floor insulation R-value. ; R- ; R- Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel UNot Observable I ❑Not Applicable I 303.2, ;Floor insulation installed per ; ❑Complies Requirement will be met. 402.2.7 !manufacturer's instructions and 4 ❑Does Not [IN2]1 in substantial contact with the F ' NUJ 'underside of the subfloor,or floor - { -]Not Observable ; (framing cavity insulation is in - ❑Not Applicable a contact with the top side of t . sheathing, or continuous !insulation is installed on the Y" underside of floor framing and extends from the bottom to the s top of all perimeter floor framing members. 402.1.1, !Wall insulation R-value. If this is a;, R R- i0complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel :❑Not Applicable I 303.2 Wall insulation is installed per `: .,,t' ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 6 of 9 section Plans Verified; Field Verified'# Final!Inspection,Provisions Complies?' Comments/Assumptions & Req:ID __ Value Value 402.1.1, ',Ceilin g insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, Steel 402.2.E ❑ ;❑ Steel ;❑Not Observable ; [Fill' ;❑Not Applicable , , 303.1.1.1, ;Ceiling insulation installed per ;, ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. _ ❑Not Observable t. ❑Not Applicable 402.2.3 `';Vented attics with air permeable ❑Complies ;Requirement will be met. [F122]2,:� :`insulation include baffle adjacent j" ❑Does Not j Ito soffit and eave vents that R ;extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 ;insulation >_R-value of the ;❑Does Not ;adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 ;"Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ,❑Not Observable ❑Not Applicable 403.2.3 '.Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ; (FI4]1 Icfm/100 ft2 across the system or ft2 ft2 ElDoes Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in f❑Not Observable Itests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. , 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F127]1 :determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a ; ❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; .enclosure if installed at time of ; ;test. Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 inch iw.g.across the entire system ;including the manufacturer's air ;handler enclosure. 403.3.2.1 ;Air handler leakage designated ;; ❑Complies [F124]1 I by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable s IE]Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not .;heating and cooling systems and initially set by manufacturer to []Not Observable codespecifications. ) ❑Not Applicable ; 403 1 2.± ;Heat pump thermostat installed ❑Complies [FI10]2 :Ion heat pumps. *: ❑Does Not ter;, " ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ; [FI11]2 Isystems have automatic or ❑Does Not ;accessible manual controls. e [, ❑Not Observable ; k ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 7 of 9 Section: Plans Verified i Field`Verifiedi # Final Inspection Provisions Complies? Comments/Assumptions &:Req:ID; Value Value 403.6.1 `;All mechanical ventilation system M . _ ❑Complies [F.i25]z Mans not part of tested and listed + ❑Does Not HVAC equipment meet efficacy _'" ;and airflow limits. ❑Not Observable ; - ❑Not Applicable 403.2 Hot water boilers supplying heat " ❑Complies [FI[26]2 :'trough one-or two-pipe heating ) " ❑Does Not systems have outdoor setback control to lower boiler water ",. ❑Not Observable temperature based on outdoor f: ❑Not Applicable temperature. 403.5.1.1- ,Heated water circulation systems ,. ; ❑Complies [FI28]2, ,`.have a circulation pump.The ❑Does Not .system return pipe is a dedicated return pipe or a cold water supply { ❑Not Observable ; }pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are i ;not present. Controls for ficirculating hot water system < I pumps start the pump with signal -+—for hot water demand within the e ; :+occupancy.Controls ; automatically turn off the pump , ;when water is in circulation loop is at set-point temperature and no demand for hot water exists 40.5J,,.2,j Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ` ❑Does Not 515.Controls automatically a, ;adjust the energy input to the ❑Not Observable ; .'heat tracing to maintain the ❑Not Applicable ; Adesired water temperature in the ;piping k . 403 5 2 Water distribution systems that ❑Complies ; [Ff30]2` recirculation pumps that ❑Does Not . pump water from a heated water , +'su I pipe back to the heated ❑Not Observable pPy Iwater source through a cold ) ❑Not Applicable ,water supply pipe have a ' Ademand recirculation water ; ;!isystem. Pumps have controls I ;that manage operation of the ";pump and limit the temperature il'of the water entering the cold _ water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 AN;tested in accordance with CSA r:, ❑Does Not B55.1. Potable water-side [ ❑Not Observable ;pressure loss of drain water heat x; drecovery units< 3 psi for , ❑Not Applicable individual units connected to one #. "or two showers. Potable water- .,: t: Inside pressure loss of drain water heat recovery units< 2 psi for individual units connected to ; ;three or more showers. 404.1 :75%of lamps in permanent ; ❑Complies ; [FI6]1 "fixtures or 75%of permanent = ❑Does Not (fixtures have high efficacy lamps Does not apply to low-voltage ; ❑Not Observable I ;lighting. ❑Not Applicable 404.1.1 ;Fuel as lighting s stems have k g g g y ❑Complies [FI23]3 `'no continuous pilot light - `, ❑hoes Not ❑Not Observable ; s». a ❑Not Applicable 1 High Impact(Tier 1) 111,2.1 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 8 of 9 Section. Plans Verified Field Verified # Finalllnspection Provisions Complies. Comments/Assumptions & RegAD Value Value 4013 ;Compliance certificate posted. „.`- ❑Complies !Requirement will be met. [f17]z .r ❑Does Not ❑Not Observable ❑Not Applicable 303.3 #Manufacturer manuals for ❑Complies [FI18]3 'mechanical and water heating ❑Does Not systems have been provided. , []Not Observable ; ,. � . Not Applica❑ ble Additional Comments/Assumptions: 1 High Impact(Tier 1) 1.2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 11/13/17 Data filename: Untitled.rck Page 9 of 9 r 2015 IECC Energy Efficiency Certificate Insulation Rating Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.29 Door 0.30 .. Heating System: Cooling System: Water Heater: RISE Name: Date: Comments national rid 40 Sylvan Road Waltham, MA 02451 October 30, 2017 Attn: Jonathan Jaxtimer Re: 15 Marchants Mill Way, Hyannis MA This letter is to notify you that the gas service located at 15 Marchants Mill Way, Hyannis MA was cut and capped for demolition on October 27, 2017. Please be sure to call Dig Safe before demolition. If you have any questions, please feel free to contact me at 781-907-2074. Thank you, MdeW 0,76n1an,1, Bob Fontana Gas Connections Rep. nationalgrid robert.fontana@nationalerid.com (781) 907-2074 Department of Public Works 47 Old Yarmouth Rd. P.O.sox 326 �. Water Supply Division Hyannis,MA. 02601-0326 a AAMSTAB11.MAW * TEL:508-775.0063 8-790.1313 Hyannis Water System Operations FAX:50 November 8,2017 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 r RE: 15 Marchant Mill Road—Acct# 600839—Map/Parcel# 266-034 Dear Sir: Please be advised that the above water service was shut off and the meter removed on 9/27/17. The service line was cut on the house side of curb stop by Roderick Contruction on 11/7/17 The owner has informed us of plans to demolish the building. Sincerely, j Jayne Starck i9 J r + E ' S®11k U C We Station Drive Westwood,Massachusetts.02090 ENERGY October 4, 2017 Cheryl Weber Hans-Peter Weber 354 Woodland Rd. Chestnut Hill, MA 02467 RE: 15 Marchants Hill Rd., Hyannisport, MA 02647 Dear Ms. Weber: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 10/4/17, the electric service to 15 Marchants Hill Rd., Hyannisport, MA 02647, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Ms Jurgilevuicz Electric Services Support Center AGRIBALANCE.0 o CAPE COD INSULATION 1=800-696-6611 company Name Phone Number 09/13/2018 'Keith Dacey Installation Date Y / ' ... ..:, 15 Marchants Mill,Hyannis Port PA86001691 lobsite Address- — A-Side Lot# s _JIP3246016617 Permit Number B-Side`Lot#'s 4x3v m^ ;�a w, q4.. r,. :, ` 16, r ' ,AA.:>+s � ;� a ����x � „k t r� ., Yc; .�•������; �,r"'�, �+ R " ���,�' "tea ��1�� M 91, R-40 1700 square feet Roof Line . _.. Outside Walls 5.5".. R-24 2150 square feet Rim_' :,: . 5.5 R-24 100 square feet e E „ +x ,.ramSi "Obai ,. • �, a ';`s �> r Blazelok TB Attic 17 mils wet/23 mils dry oe.. !/Et! 17 mils wet/23 mils dry Sherman Williams Vapor Barrier Paint Ceilings 8-wa41s�,�„�, m Jr 370vjSNUv9 J0 DEMILEC O B A 1. ALL EXTERIOR WALLS SHALL r `BE 2XE'@ 16"O.C.UNLESS A.6 A.5 A.5 s I OTHERWISE NOTED. '-0 - o 0 2.ALL INTERIOR WALLS SHALL 0 _ I- . BE 2X4 16"O.C.UNLESS 4 4 T-2" 7'-2 `t I-2yq rt - 7�-2 7'-y IL , _ OTHERWISE NOTED. •"* _ _ - 3.CONTRACTOR SHALL VERIFY 2-2x12 P.T. - ALL WINDOW ROUGH OPENINGS -PRIOR TO ORDERING WINDOWS. _=c_= —v 10' THICK. T-10. - - 4.CONTRACTOR SHALL VERIFY lll�CONCRETE WALL ON WINDOW m t 'ALL DIMENSIONS PRIOR TO OOrTfINU0115 20"x10' AREAWAY'W. CONSTRUCTION. CONTRACTOR 6kb'P.T. CONCRETE FOOTING - GRAVEL r ASSUMES RESPONSIBILITY FOR III POST(TYP.) PROVIDE 10" DIAM. a - f, BED(TYP:) - ANY-MISSING OR INCORRECT o II SONOTUBE W/BIGFOOT FOOTING(BF28)FOR DECK BASEMENT DIMENSIONS NOT BROUGHT TO . . - THE ATTENTION OF THE m I _ SUPPORT ABOVE(TTP.) tr712 suBTO BTM Jol s - DESIGNER. N 2-2x12 P.T. : 2.10 P.T. LEDGER 5/8'ANG$OR 36'O.C. BIDROP LCO'WA'LSIZE�'. �0 - - - GENERAL NOTES . W. (2)46' DIA. - - MIN..T EI'18EDMEN7 BULKHEAD IF LAG 5OLT5 16'O.G. - w13'x3kl/4' PLATE WASHER (TYP.) f - s BM. BM. u ■ FOUNDATION- NOTES: GARAGE LOCATION W7117 ' 10'THICK x 7 AL 10'THICK x 7'-10' B ' 1. MAIN FOUNDATION WALLS TO BE 10' POURED CONCRETE W-3000 I . CONC. FNDN WAtL CONC. FNDN WALL 6 PKT. - PKT.' II P DEEP CONTRACTION ■ b T - P°' - ON CONTINUOUS - .ION CONTINUOU5 0 - o JOINT CUT WITH'EARLY "v 'W/20 115 BARS TOP N BOTTOM, FOUNDATION WALL TO BE ON 10"x20' - ENG.NOTES 12/2116 - - - 20'x10'CONCRETE I20"x10'CONCRETE. J I'_ BASEMENT II, r - ENTRY SAW R p., STRIP FOOTING.PROVIDE 3@#5 HORIZ.BARS CONTINUOUS IN STRIP _ _ FOOTING(TYP.) _ - FOOTING(TYP.) t7'-71/P SLAe To BTM.of FLR Jo1sTs /// FOOTING W/KEYWAY.PROVIDE#5 VERTICAL DOWELS @ 24'.O.C. - REMOVED 2'GAR. 12/2l16 II - EXTENDED 3'-6"MIN..ABOVE TOP OF FOOTING.PROVIDE W ANCHOR 2)I-44'xll-3b' LVL II :3Yi'DIA.CONC. - - .. - .BOLTS @ 56'O.C. MAX.MIN. 7' EMBEDMENT'W/3k3"xY�PLATE WASHER. Cu I' DEEP o I OPPED FILLED STEEL - - - NO. REVISION -DATE CONTRACTION ? in OVIDE 48'W, x iLALL7 COLUMN ON '-8 2.- ALL STRUCTURAL STEEL COLUMNS TO BE 31¢"CONCRETE FILLED JOINT CUT - 76°H.CRAWL SPADE 36k36'xl2'D CONC: VERIFY w/GRADIE LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6'x6'x4(H'_CAP COPYRIGHT W✓EARLY ACCE55 OP'G FOOTING(TYP.) TO SLAB MGT. PLATE 4 7'xl2k9f BASE PLATE W/2@% DIA.BOLTS. WELD ALL NORTHSIDE HEREBY EXPRESSLY RESERVES- ENTRY SAW 12)2x12 FLUSH II �'4 - - CONNECTIONS. FOOTINGS TO BE 36'x36'x12' SQUARE CONCRETE W/3@.#5 ITS COMMONLAWCOPYRIGHT.THESES HEADER @ OP'G B. ? 4x6 POST 11' - BARS EACH WAY. PLANS ARE NOT TO BE REPRODUCED O DP - - - - CHANGEDORCOPIEDINANYFORMOR I h - - MANNERWHATSOEVER WITHOUT FIRST (2)I-9�xll-76 - II I : - 0. 31_y. - - 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL.PARTITIONS. OBTAINING THE EXPRESS WRITTEN - LVL DROPPED TS 4°x4'x.25'COLUMN - V DEEP I� - p / - PERMISSION AND CONSENT OF NORTHSIDE 9(� STD,BASE PLATE ! CONTRACTION JOINT 7S 4'x4'X25'COLUMN 4. CONCRETE SLAB TO BE 4' POURED CONCRETE ON COMPACTED FILL. DESIGNASSOCIAMS. It(2)V4' DIA.ANCHOR:. 6 _ CUT WITH EARLY ON 36'x36'x12'DEEP PROVIDE CONTRACTION JOINTS 11 DEEP AT COLUMN LINES. CUT W/ OOPF BOLTS TYP. B ENTRY 5AW - CONC.FOOTING - 'EARLY ENTRY'SAW. 0 ,'J6'STD.BASE PLATE!, ., . BUILDER: . - 0%44 DIA..ANCHOR 5.. CONTRACTOR TO PROVIDE.BASEMENT VENTILATION ASREQUIRED - . m .. PKT. �LTS - - BY CODE(WINDOWS OR MECHANICAL) T-II T-1 '-8 '-7 10 1-5 II I (2) 9 (2) I-34'xll-%' LVL .. _ - - MAINT6. AIN 4�'-O•�MIN MUt'IL COVER. TNAY ALL FOUNDATION.WALLS 1 1-94kl)y4' DROPPED . - CRAWL SPACE I LVL FLUSH o I o ° 3-2x12 HEADER ' •:tT-512"(MAX.)SLIB TO BTM-OF FLR JOISTS ■ J_ _— T. II BASEMENT - (TYP.) p 7, .PROVIDE WEB STIFFENING PLATE5 AT BEARING POINTS OF STEEL 7 712"SLAB TO BTM.OF FOR JOISTS I. _ BEAMS(TYP.). 4'CONIC.SLAB ON 10 MIL VAPOR RETARDER I 9 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL 9 10 II 12 I 1 5 Bn. COLUMNS. - DESIGNER: - PKT. . NORTHSIDE PROVIDE 75 R- RS @ 12' 8 - t 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.ANY O.C.VERT IN MAIN FNDN —— — 4'x4' P.T. POST ON 10'THICK.x 4'-0'CONC. WALL ON - MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO 'NG -- - DESIGN WALLS TO TIE 7N TO . ES GN 7 2) 14 2 TO TI G xl2'D. CONTINUOUS MAIN CONC. FOOTING o THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE FROST WALLS.T7P.@ CONTRACTOR.�Sv FLUSH FOOTING FOR VERIFY AND MAINTAIN _ _ ar CONNECTION WHERE POUR b LANDING SUPPORTF 4'FOOTING COVERAGE BELOW - .. ® ASSOCIATES ' 15 NOT CONT. (TYP. —_ _= o - . GRADE Q.. 10. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES WITH r ' - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - ` UP 9 r F .EXISTING FIRST FLOOR.CONTRACTOR SHALL ADJUST TOP OF , SM. i - FOUNDATION WALL AS_NECESSARY TO ENSURE DESIGN INTENT. - 141 MAIN STREET•YARMOIfTHPORT'MA W676 ' 5 4 3 2 111 8 PKT 6'x6'P.T. p - 6°x6'P.T. pi 7 O P05T(77P.) - - IL GARAGE AND OTHER FILLED FOUNDATIONS, (sos)se NoaTNsloeDESIGiHm-22 10 nnasz-Saoz . - POST(TYP.) - ID" POURED CONCRETE WALL W/29#5 TOP AND BOTTOM BARS. FORM - • - FOUNDATION ON 2ONIO"STRIP FOOTING. PROVIDE 20#5 CONTINUOUS . oorcnaae>,@°om�x.x.oeL pi (2)2x10•P.T. HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP 5AR5•TO 2x8 P.T.LEDGER' (2)2x10 P.T. . MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/HH5 BARS C w/2)W DIA. - SPACED @ 12'O.G.VERTICALLY. PROVIDE W x 12'ANCHOR BOLTS @.36" STRUCTURAL ENGINEER: .. LAG BOLTS 16'O.G. 6'x6' P.T. - O.C.MAX. MIN. EMBEDMENT W/3'x3..il-PLATE.WASHER. TAYLOR. . - A.6 - POST a 7 ," L Iryy 5'-O 10°THICK x 4'-O' - _ m a . CONC.WALL ON CONY.20'x10'. _ D • As CONC.FOOTING TYPICAL NOTES: 3.-6 - r STRUCTURACENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION - WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR E B A WALL PLA5TER BOARD/FIN15H. IDENCE 3��1 C1 5/8'ANCHORIBOLTS 10'THICK x t4'-5' - 15 MARCHANTS MILL RD. -C �-/('7 @ 36'O.G.Mk. 7' CONCRETE WALL ON . v p� EMBEDMENT i CONTINUOUS 20'xl0' ��E VMQ / w/8k3'xl/4'*LATE CONCRETE FOOTING - „ BARNSTABLE.MA ��®� -1 WASHER ? VERIFY AND MAINTAIN .-. - _. Y WAA _4'FOOTING COVERAGE AON Cw BELOW GRADE T� y� REVIEWEDTITLE_ -FOUNDATION AT DOOR OPENING ` s PLAN GARAGE ROP TOP OF WALL 12•10 MI v�APOR REEr DER UILDING DEPTI DATE scALE:1/6"=r-o" • �..t 6 PITCH I/8";PER FOOT 1" DEEP CONTRACTION - - • - TOWARD6 DOORS JOINT CUT WITH EARLY - - - ENTRY SAW - -0 1 2 4 8 FOUNDATION'PLAN (�d�A•yd�' y H m - - FIRE'DEPARTMV NT DATE PROJECT#: SHEET ~ vOTFI J wS fiw" '�2u(UIR U FOR PERMITTMG 710 } DATE: OF .I 22'-0 11/ 3 17 0 • 13 C B A 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS A.6 A.5 A.5 OTHERWISE NOTED. g' p _ 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. - ADH2O1510 AP oso nDHzmso 3.CONTRACTOR SHALL VERIFY ALL NANDOW ROUGH OPENINGS n 5 NOTE, PRIOR TO ORDERING WINDOWS: _ ALL WINDOWS ARE TO BE 4.CONTRACTOR SHALL VERIFY ❑ ❑ ❑ 3• 3• ANDERSEN A SERIES ALL DIMENSIONS PRIOR TO 4'-4 '-4 4'ib '-6 n W/APPLIED GRILLES CONSTRUCTION. CONTRACTOR 4 INSIDE AND OUTSIDE ASSUMES RESPONSIBILITY FOR c FWGD6068 DINING RM. ANY MISSING OR NCORRECT DIMENSIONS NOT(BROUGHT TO - c PRovoseD THE ATTENTION OF THE b j DECK LL DESIGNER. of a NOTE, CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS GENERAL NOTES 7'-8�' 7'- ' I'-3•� WITH SILLS ABOVE 72"ABOVE FINISH GRADE PER CODE. ALL 4 4 Q6B-4 WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL 3xAD 2648 FVvGDttt COMPLY WITH THE REQUIREMENTS OF ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PA55AGE OF F I A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING c WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN GARAGE LOCATION 9/7/17 3• 3• j TV ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. v v _ I ENG.NOTES 1212/16 I I I REMOVE02'GAR. 1212116 t L NO. REVISION DATE BEDRM. NO.2 LIVING RM. FIREPLACE KITCHEN ° ADH2634 COPYRIGHT _80 NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED - WMANN REF CHANGED OR COPIED IN ANY FORM OR /� L111 — DOOR I D I . OBTAINING THE EXPRESS WRITTENTHOLJT IRST ,. •/p •�P �UQ _ — PERMISSIONANDCONSENTOFNORTHSIDE fVJI DESIGN ASSOCIATES. ° I I _ ivy BUILDER: W • ev SHELVESN T .ADJUST L 2665 2 .. 7'-0' SHELVES � ���y� 7_I�4 I '-5 5. 1-0 .. , LI m —V MUD ROOMSHELF ELAUiVDRY J DI - - DESIGNER: 665 sz4 NORTHSIDE _q -3• OPEN To�cLG. :FOYER '-5 '-z ® DESIGN BAH ABOVE m RED CPORCH ASSOCIATES 01 N .2 ^ r D15TINUIVE RESIDENTIAL&COMMERCIAL DESIGN STEP - 141 MAIN STREET'YARMOUTHPORT-MA 02675 AD 64o ADH OFFICE (508)362-2210 (508)362-9802 - fN 2'-7 - NORTHSIDEDESIGN.COM northsidel@co cazt.net AAN 624 nAN 624"'_6 STRUCTURAL ENGINEER: INSULATED 3066 6'-9 '-6 u/2-14•S.L. COVERED TAYLOR As PORCH - DESIGN LLC STEP - - - 6'Ir6'P.T. P05T5 STAMP: WRAPPED TO 10•50. L TYPICAL D 21. 6 - A.6 BREEZEWAY 6 6 o,_p. _p _p :.. -o A 6 " B PROJECT PROPOSED AOH saa A.5 STEP „,. .. WEBER 9-LIGHT RESIDENCE 15 MARCHANTS MILL RD. BARNSTABLE,MA - TITLE: 4 ( o FIRST FLOOR s GARAGE u" Q FIRST FLOOR PLAN = PLAN SCALE:1/8"=1'-0" 0 1 2 4 8 m PROJECT#: SHEET r ADH 648 ADH� 16_1 O A. 1 1 '-O 4'-04 4'-0 ,1 DATE: OF �,_0. 11/03/17 13 i C B A 1. ALL EXTERIOR WALLS SHALL A.6 A.5 A.5 BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. _p b, 0 2.ALL INTERIOR WALLS SHALL - BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 21 50 3.CONTRACTOR SHALL VERIFY cum ALL WINDOW ROUGH OPENINGS i I;I NOTE, PRIOR TO ORDERING WINDOWS. iv Ohl' ri I � I ALL WINDOWS ARE TO BE 4.CONTRACTOR SHALL VERIFY --_-_-.-_---__ ._—_.—__—.._...__._......—_........_..;_------------—__--------------_-._----. I ANDERSEN A SERIES AULT �AULT v __I I__ r w/APPLIED GRILLES —'---- '-----_ - '? -_-'----_-- - ---- —.._._ -.;._ . --...-- -__-_'--.- CONSTRUCTION.ALL I CONTRACTOR INSIDE AND OUTSIDE ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT ROOF DECK g I MASTER I DIMENSIONS NOT BROUGHT TO - I € BEDRM. I oeslcNERNnoN OF THE DORMER I v I NOTa �'-(V2 7 I($2 -'-- — '-107� m-_ coNTW.c7oR To PROVIDE FALL PREVENTION ON ALL WINDOWS GENERAL NOTES _ I ... ......... ...._.._. _ __—. .... .:.__. - ..-..... _ -.. i I WITH SILLS ABOVE 72'ABOVE FINISHGRADE PER CODE.ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL — FWG osa -- ---- Fv�D �— I COMPLY WITH THE REQUIREMENTS OF A5TM F204D. WINDOW OPENING DEVICES SHALL BE SELF ACTING c AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF I c - A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING II€ WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN GARAGE LOCATION 9/7117 Fm VENT CHIT NEY —LT II VAULT I i THROUGH ROOFACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. VERIFY LOCATION ENG.NOTES 12/2/16 BEDRM. NO.4 BEDRM. NO. 3 M.BATHREMoveDrcAR. ,inns REVISION DATE COwRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES O ITS COMMONLAWCOPYRIGHT.THESES PLANS ARE NOT TO SE REPRODUCE I CHANGED OR CONED IN ANY FORM OR � I I / MANNER WHATSOEVER WITHOUT FIRST '_7 7'-II OBTAINING THE EXPRESS WRITTEN PERMISSIONANDCONSENT OF NORTMSIDE DESIGN ASSOCIATES. I FAMILY RM. ——2— —— ——2-2068 — —— I Bu1LOER: I I -HALL 32�C.O. I ap I 22'-b - 1_3 T 2665 I WALK-IN ``>I /� I\� `>� DN. LINEN H LL I CLOSET I , ro X., II 12 13 14 DESIGNER: _ ADH 648 - -2 OPEN To DESIGN b IVAULT�A�LTI r 6 BELOW ' • - 0 3 ASSOCIATES ' S 4 3 2 I LOFT BATH - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 ADH NO.3 (508)362-2210 (508)362-9R02 71_d/ I NORTHSIDEDESIGN.COM P2 nortnsldel@com .,eT '-7 E DOR '- E ADH 1050 ADH 1050 ADH 1050 '-6 '-9 '-9• '-b' - STRUCTURAL ENGINEER: ENTRY PORCH TAY LO R ROOF BELOW DESIGN LLC c A.6 STAMP: 1 D EIRE T A.6 ROOF BELOW E A.6 B PROJECT: A.5 PROPOSED WEBER RESIDENCE 15 MARCHANTS MILL RD. 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ALL EXTERIOR WALLS SHALL - (I) I-9�xlb' LVL RIDGE - BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. . LAY-ON ROOF w/2x8 16'O.C. - 2.ALL INTERIOR WALLS SHALL P05T ON. BE 2X4 @ 16"O.C.UNLESS TO HDR. OTHERWISE NOTED. _ 12 12 2xIO RAFTERS 10v 10� ATTIC 16'O.G. 3.CONTRACTOR SHALL VERIFY BUILT OUT ALL WINDOW ROUGH OPENINGS GABLE END PRIOR TO ORDERING WINDOWS. 2.10,RAFTERS 16' DECORATIVE WOOD 4.CONTRACTOR SHALL VERIFY BOTT.CLG.JOISTS: O.C. BRACKETS ALL DIMENSIONS PRIOR TO 2x8 CLG.JOISTS CONSTRUCTION. CONTRACTOR MASTER BEDRM.— — �6'6G. — — ASSUMES RESPONSIBILITY FOR —'— — — --- — - - —2xS-COCLA '— —.—..—. u u u u u II u n u TIES 16'O.C. II II II a II 11 II II II . ANY MISSING OR INCORRECT T.O.PLATE n II II a II II u n II (3) I-��xlI-,>; LVL DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE - DESIGNER. ' 2xIO P.T.PORCH ~ RPDF R4FTER5• ~ M. MASTER - GENERAL NOTES 16.O.C. W.I.C. b a 2x8,P.T. PORCH CLG. BATH BEDRM. JOISTS 1 16'O.C. n U 2ND FLOOR: 12 12 SUBFLOOR 6� 6� GARAGE LOCATION 9/7/17 - - - - - - — — - ----—-—._ ENG.NOTES• 12/2/16 (3) 1-%x11-W LVL HEADER FLU514 (3)I-V4'xll-W LVL REMOVED 2'GAR. 12/2116 HEADER RAP/ 11-'.6'TJI FLOOR NO. REVISION DATE ALIGN _n JOISTS 16'O.C. SOFFITS ENTRY KITCHEN DININ 3 RM. coPYRIGHr (2)2x12 r I I P.T.HDR, I I m NORTHSIDE HEREBY EXPRESSLY RESERVES I I m s I I « ITS COMMON IOW COPYRIGHT.THESES I I «V I I 8 PLANS ARE NOT TO BE REPRODUCED I I 11 W 74GPLYWOOD CHANGE DORCOPIEDINANYFORMOR I 5UB-FLOOR GLUED MANNER NMATSOEVER MATHOUT FIRST 1ST FLOOR: 1 i AND NAILED, TYP OBTAININGTMND-NSSWRITTEN SUBFLOOR / \ DESGIN ASSMIA NSENT OF NORTHSIDE _.—. — —.—. i — — — 2 D 2x12 FLOOR BUILDER: (2)2x10 P.T. a 2x8 P.T. t' (2) ISTS 16•O.G. \ IM JOIST (2) I-9'4'xll-36' - \\ .2x8 P5 a DECK O.C. LEDGER '-: LVL BEYOND LVL RIDGE If" BASEMENT 2X6 P.T SILL I-9x'xlb' LVL b W/SILL SEALER , 10'THICK x'A'-O' T5 4'x4'x.25' 3Mz'CONCRETE - RIDGE GONG. WALL ON. COLUMN W/96' FILLED STEEL T. CONT.20'x10'CONC _ STD.BASE LOLLY COLUMN BUILT OUT 2xIO RAFTERS FOOTING GABLE END -.r. PLATE 4 2 EA.�fr` - 2.8 COLLAR 16,O.C. DIA. ANCHOR - - - TIES W O.C. --- --- BSMT SLAB - !, BOLTS DESIGNER: --- - 10'THICK x 7'-10' .. _ .. ......:... .. .. - ..... .: T2Y'P. D- — — — - — — — — NORTHSI E 2x10 RAFTERS CONCRETE WALL ON L-----J L-----J 2`8 COLLAR CONTINUOUS WNW DESIGN 16,O.C. TIES I6'O.C. ASPHALT ROOF SHINGLES CONCRETE FOOTING :s 12 W COX SHEATHING IN 150 BUILDING PAPER TES ATTIC DECORATIVE �� 4x6 POST �1O DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN WOOD BRACKET DN. BEYOND Ix FASCIA W/ALUMINUM BUILDING SECTION B • GUTTER 141 MAIN STREET'YARMOUT ISM) •-9026]S 2.8 CLG.JOISTS Ix SOFFIT W/COR-A-VENT (5081362-2z10 Isoa1362-Reo2 16,O.C. STRIP VENT - NORTHSIDEDESIGN.COM :.6EIILDING T.O.PLATE A& - °orcnaaelp�oRl�a:noel INSULATION PER CODE — — (3) LVL HEEADAD I- ER Y4' I/2'COX.SHEATHING - STRUCTURAL ENGINEER: 1/2'\ - - _ �'G`® TAYLOR / LOFT POST ON. BEDRM.NO.3 ~U' VAPOR BARRIER 2x10 RAFTERS BEYOND TYVSIDING(SE,E EE�EEVVS.) GN LLC W O.C. « U 2.8 CLG.JOIST 12X45 ROOF DECK FRAMED 16,O.C. (3) I-4fAl,,6• TEEL BEAM /Dd0 16,O.C. 2ND FLOOR: LVL HEADER LUSH / TAPERED ROOFING PANELS SUBFLOOR —.—.—.—.—.—. —.emu/1AW PER Kr. SLOPE-4—.—.—.—.— —. - _ SLEEPERS ABOVE - TA --� \------- if / T5 4'x4'x25' \ 3-1 1,'xll 36' LVL 2-202 P.T. - i N ------- j COLUMN DN. HEADER HDR. 2-Dd2 P.T. PORC FOYER ¢� BEYOND LIVING RM HDR. - ¶� 5 L7 2x10 P.T. LEDGER ,IIAWJJIIfI 7x S w/2)W DIA. 6'x6'P.T. F . 6 LAG BOLTS 16'O.c. _ VR POST TYP. I 6L2-.IP2 P.T. SIDENCE 2x8 P.T. DEG « i FLUS14 I�Y� LVL V T TYP. - JOIST 16'O.C. 1 I ❑ 1ST FLOOR: 11 p .T. DECK I flR I A'8 SU BFLOOR 7 Ts16'o.c._ — _ — _ _ _ _ 15 MARCHANTS MILL RD. ____________ P.T. - . DER. 2-2x10 P.T 2x8 P.T. - HEADER. LEDGER BM. 2-1 9Qxll 3V LVLBM. \ / PKT. DROPPED PKT 2x10 P.T. LEDGER TITLE 10'THICK x 4'-O' 'x4' P.T. 2x12 FL. JOISTS w/2)96'DIA, VERIFY AND MAINTAIN BUILDING CONC.WALL ON _ POST ON - I6'O.C. - �'ASEMENT LAG Ts 16'O.C. a 4' FODT,NG COVERAGE SECTIONS CONT.WALL' FOR ' - BELOW GRADE CONC. FOOTING _ DING r 2-7t5 T4B / SUPPORT \ TYP CRAWL SPACE SLAB CONCRETExWAL1L~ --- —.—.—.—.E —.—.— - ON BSMT SLAB PROVIDE 10' DIAM. SONOTUB _ — ii ,... .... � ...:.. ... ... —.-CONTINUOUS-ZO'xID'.—.—.—hVBIGFB9T fOOTiNG'(BF28).—..—. ALE:1/8" 1'0" 0 1 2 4 8 •: : . -�%' ..:;;. +'+' CONCRETE FOOTING FOR COLUMN SUPPORT ABOVE / ...... ..,.....,•�.. SHEET CONCRETE FILLED STEEL \ 6'COMPACTED FILL - PROJECT#: 7 LALLY COLUMN ON 36'x36'xl2'D 9 W6X6 W2.9XW2.9 TOP I/3 OF SLAB' q g CONCRETE FOOTING, (TYP.) q•g BUILDING SECTION A•5 B DATE: OF 13 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. • 2.ALL INTERIOR WALLS SHALL (2)I-9Qx14'LVL RIDGE • (2) LVL HEADER BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. (I)D xll-Y4' LVL - EADER (I) I-9fzl4' LVL RIDGE . _ 3.CONTRACTOR SHALL VERIFY (I) I-�•xll'.6' LVL -- - - ALL WINDOW ROUGH OPENINGS RIDGE ALIGN - PRIOR TO ORDERING WINDOWS. 2xB DOLLAR TIES 16'O.C. 4.CONTRACTOR SHALL VERIFY 2x10 RAFTERS ALL DIMENSIONS PRIOR TO I6'O.C. CONSTRUCTION.CONTRACTOR (3) 194*xll-V - - - _ ASSUMES RESPONSIBILITY FOR FAMILY ROOM LVL HEADER - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ® ® ® THE ATTENTION OF THE 2xIO P.T. LEDGER DESIGNER. • w/2)W DIA. LAG BOLTS 16'O.C. GENERAL NOTES i T4G PLYWOOD 5U5-FLO0R . A.7 GLUED AND NAILED. TYPSECON - m L (SUB DOOR) GARAGE LOCATION 9/7/17 C W12X45 i II 7/6°TJI FLOOR 3-I 9�xll 7,6' LVL - - END.NOTES 1212116 A 9 STEEL BEAM JOISTS 16,O.C. H ROOF DECK FRAMED FLUSH I EADER 1 1 TAPER O.C. 2X6 Y 16'O.G. II II TAPERED ROOFING PANELS REMOVED 2'GAR. 1212/16 INSULATION PER CODE / I A$ wAl/6'PER FT. SLOPE 4 - 1/2'COX.SHEATHING O' LI 6 i � SLEEPERS ABOVE NO. REVISION DATE 1/2'GWB BATH NO.I W.I.G.I BEDRM.NO.1 VAPOR BARRIER * I A.7 I - COPTRIGW RESSLY RESERVES TYVEK HOUSWRAP ITS COMMON LAW COPYRIGHT.IHESE5 SIDING(SEE ELEVS.) \ 8 T4G PLYWOOD SUB-FLOOR 10 2x10 P.T. DECK BANS ARE NOT TO M REPRODUCED CHANGED OR CORED IN ANY FORM OR p I GLUED AND NAILED, TYP A I JOISTS Ib'O.C. MANN NG TH SOEVE SS WR FIRST FIRST FLOOR _ _ / A'V I \ - -'$ i \ 11 PERMISS TIJ IEE PRESS L FO NOFIRDISIDE (sue FLOOR)' A.8 2-2x12 P.T. DESIGN ASSOCIATES. RIM JOIST - 1 HEADER. - 2X6 P.T SILL 2112 FLOOR - WA SILL SEALER / J015T5 16'O.C. 2x10 P.T.LEDGER BUILDER: ~ 2-1 44'xll W LVL - w/2 LAG BOLTS I6'O.C.10°THICK x T-10' DROPPED )W DIA. C VERIFY AND MAINTAIN CONCRETE WALL ON c I v 4' FOOTING COVERAGE CONTINUOUS 20'x10• '9 CRAWL SPACE 7 BELOW GRADE CONCRETE FOOTING I` A.8 CRAWL SPACE_sLAB . o 2-3115 T4B PROVIDE I0 DIAM. SONOTUBE - - - - 314'CONCRETE TYP. W/BIGFOOT FOOTING(BF25) FILLED STEEL '� / FOR COLUMN SUPPORT ABOVE / LALLY COLUMN DESIGNER: 4'CONIC. SLAB ON ON 36N36NWD 6'COMPACTED FILL NORTHSIDE 10 MIL VAPOR RETARDER CONCRETE 9 FOOTING, TYP: - WbX6 W2.'U(W2.9 TOP 1/3 OF SLAB _ DESIGN A.8 ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUfHPORT•MA 02675 (SOBI 362-2210 (50S)362-9902 NORTHSIDEDESIGN.COM STRUCTURAL ENGINEER: TAYLOR I-94'xtl-v LVL ESIGN LLC RIDGE 2x10 RAFTERS _ -- -- 16'O.C. - 12 1-1-54 xll-36" �p LVL RIDGE 2x10 RAFTERS 2.6 TIES 0 16'O.C. 16,O.C. 12 2x8 CLG.JOISTS 2x WIND BLACKS BETWEEN �12 16'O.C. RAFTERS, TTP. SECOND FLOOR_._ IX FASCIA W/ - (SUB F LOOR) ALUMINUM GUTTER -- -- IX FASCIA W/ GARAGE / IX SOFFIT wA VENTALUMINUM GUTTER SED / 2-2x12 P.T. - IX SOFFIT / IX FRIEZE .HDR. �. , IX FRIEZE BER 1 2xb CEILI 3/4'CEILING FINISH TYPICAL ON BREEZEWAY ESIDENCE LL= JOISTS Ib'NG O.C. I 1 I PORCH i 15 MARCHANTS MILL RD. M PROVIDE I LAYER 5/5' - I 10'CUSTOM SQUARE COLUMN U TYPE°X°FIRECODE GWB 2-2xIO P.T. I I BARNSTABLE,MA ENTIRE GARAGE 4 CEILING y_y5 T!B - HDR. I I I Ix DECKING ON Typ FIRST FLOOR I. ,—.- - I P-T.2xB B 16° FRAME TITLE B UFIRST TO 6x&P.T. POSTS I L D I N G(SUB FLOO ) GARAGE SLAB - SECTIONS P.T. 10'THICK x 4'-0"CONCRETE o POST TYP. 4'CONIC. SLAB 01 o o WALL ON CONTINUOUS SCALE:1/8"=1'-0" 0 10 MIL VAPOR RETARDER v v 2ONIO'CONCRETE FOOTING 77" VERIFY AND MAINTAIN 10' THICK x 4'-6' 4'-0' FOOTING COVERAGE 0 1 2 4 8 _ CONCRETE WALL ON .,�1: _ BELOW GRADE CONTINUOUS 20'x10' . CONCRETE FOOTING PROJECT#: SHEET VERIFY AND MAINTAIN 4' FOOTING COVERAGE BELOW GRADE _ C BREEZEWAY SECTION 16-10 A•6 D BUILDING SECTION C DATE: of 11/03/17 13 • 1.°ALL EXTERIOR WALLS SHALL - BE 2X6 @ 16"O.C.UNLESS - OTHERWISE NOTED- 2.ALL INTERIOR WALLS SHALL SHINGLE RIDGE GAP _ ASPHALT ROOF SHINGLES UNLESS .OTHERWISE NOTED. . - . - ROLL VENT MATCH EXISTING 3:CONTRACTOR SHALL VERIFY 'CDX 5H OPENINGS SIDING SEE ELEVATION 9b_ EATHING .ALL WINDOW ROUGH RIDGE BOARD - - I PRIOR TO ORDERING WINDOWS. NSULATION PER CODE 'TYVEK'HOUSEWRAP - �g - . MAY�vARY) - 4.CONTRACTOR SHALL VERIFY- 'GWB w/5KIM COAT PLASTER - ALL DIMENSIONS PRIOR TO. Y,•CDX PLYWOOD • • - ON Ix STRAPPING a 16'O.C. -CONSTRUCTION.CONTRACTOR . . . . ASSUMES RESPONSIBILITY FOR 2.6 @ I6'O.C. ANY MISSING OR INCORRECT IS#FELT PAPER - ICE AND WATER BARRIER MEMBRANE DIMENSIONS NOT BROUGHT TO ` INSULATION PER CODE 5/6'COX PLYWOOD - CARRY UP 3'-0' FROM SAVE - THE AT OF THE RAFTER VENT - - - DESIGNER. a WHERE IN5UL - AL.DRIP EDGE - 6 MIL. POLY VAPOR BARRIER - .OVER ICE R WATER BARRIER - INSULATI GENERAL NOTES . PER CODE . 2,10 RAFTERS 1 - ALUMIN.GUTTER c - CORA-VENT STRIP VENT r - +• - BED MOLDING - - ENG.NOTES- 12I2/16 �,,�TYPICAL RIDGE PENT DETAIL IX FRIEZE REMOVED 2'GAR. 1212/16 TYPICAL WALL DETAIL " L SiYp MALL NO. REVISION DATE 1 COPYRIGHT r - - - - - NORTHSIDE HEREBY EXPRESSLY RESERVES - ITS COMMON lAW COPYRIGHT.THESES PLANS ARE NOT TO BE R—111ED ' - • CHANGED OR COPIED IN ANY FORM OR .MANNER WHATSOEVER WITHOUT FIRST ICA EAVE DE AIL .- y OBTAINING THEEXPRESSV°RITTEN - - ` PERMISSION AND CON SENT OF NORTHSIDE .. _ , - - DESIGN ASSOCIATES. .. .. .. ,. .. BUILDER: ♦ - - - • - DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN t - J - - DOOR 141 MAIN STREET'YARMONTHPORT'MA 02675 CARRY MEMBRANE TO . BOTTOM OF DOOR, IB'UP, - 3/4''PLYWD.5UBFLOOR- (5oB)362-2210 (506)362-9802 TYPICAL ROOF NOTES - - - - _ WHERE NO DOOR. NORTHSIDEDFSIGN.COM SEE DETAIL 2 - - - HOD TOP OF J015T - Ix DECKING -. FINISH FLOOR northsidel@lcomcascnet - I. ABOVE TOP OF - - - I BEAM SLEEPERS r 7>p'oh N S RUCTURAL ENGINEER: _. FACE MOUNT HANGER - Ro�OFING MEMBRANE - TAYLOR • _ ® TAPERED ROOFING PANELS ®. -w/1/5'PER FT.SLOPE4 SLEEPERS DESIGN LLC BEAM SIZES VARY - . . FOR ROOF DE ASPHALT ROOF SHINGLES \+p _ .. .3/4'PLYWOOD \+\0 Via, ' - OF PAD BEAM ® . . - ov 11.7/8' TJI . LCC PAWSHELF.PTO. - 2.16 DECK P D. ALUM.GUTTER pp�� WNGI BOLTS�21-O�O.C. HORIZ. - _ JOISTS 16"D.C. GWB w/5KIM COAT PLASTER f _ BOLT 2X PADDI THROUGH R� IxB PiD. STEEL B M /2° DIAM A325 .. ENCE STAGGERED TOP 6 BOTTOM ,. - - - ON Ix STRAPPING @ 16•.O.C. .. - FLOOR JOIST METAL FRAMING HANGER ' MARCHANTS MILL BARNSTABLE,MARD.. z IO P.TB LEDGER _. . - w/2-5/B DIA. - - TITLE: LAG BOLTS Jr.'O.G. BUILDING r_ 1 JOIST TO STL. E3N. CONNECTION DETAILS J SCALE:3/4"=V-0" �i1�TYPICAL RAKE � CORNICE ' ROOF DECK 1 4„ 6., t2„ 16„ PROJECT#: SHEET. �s-10 :A.7 - Y DATE: OF 11/03/17 13 r 1. ALL EXTERIOR WALLS SHALL BE 2X6 @16"O.C.UNLESS OTHERWISE NOTED. UUirriL CONCRETE HHALL <'.. :^ STR U,FTURAL PIPE COLUMN ORI 2.AL INTERIOR WALLS SHALL BIT,JT.FILLER, ATTAINED 7 DAY STRENGTH TOP OFF W/FLEICIBLE 3 I/2 GONG. FILLED 5TL. COL. JOINT SEALANT "TYVEK'HOU5EWRAP BE 2X4 @ 16"O.C.UNLESS AND BOTH TOP 4 BOTTOM BITUMINOUS JOINT FILLER, OTHERWISE NOTED. OF WALL ARE PROPERLY TOP OFF W/ FLEXIBLE sERcuREO. _ k�'cox PLYWOOD 4° CONCRETE SLAB �OINT SEAINT, •I OF S BPixwZ.9 Tot'h - I SIKAFLEX IA' 3.CONTRACTOR SHALL VERIFY Zx6.16'O.C. 6 MIL. POLY VAPOR RETARD E ALL WINDOW ROUGH OPENINGS 20 4"CONC.SLAB PRIOR TO ORDERING WINDOWS. s5 REBARs, CONT. — CONCRETE FOOTING TOP 4 BOTTOM = . pER CODE 3'-O"x3'-O"xI'-O" ASE PLATE 4. IIII—IIII "I 6'COMPACTED WGX6 W2.9XW2.9, TOP I ALL DIMENSIONS S PRIOR TO VERIFY CARRY DAMPROOFING — f• FILL 6 MIL. POLY VAPOR BARRIER OF SLAB '.e. CONSTRUCTIONS. CONTRACTOR OVER TOP OF =IIII=III FOOTING _�III _, Iz•G.W.B, ASSUMES RESPONSIBILITY FOR 2X4 KEYWAY I '�'TtG PL7WD.SUBFLOOR Y s-_ -,��.---r 3 ANY MISSING OR INCORRECT GLUE NAIL TO JOISTS DIMENSIONS NOT BROUGHT TO = Ia •p. o THE ATTENTION OF THE 30 05 REBAR5, CONT. ,1. a a DESIGNER. _ L _ SIDING SEE ELEVATION =I 3 Q #5 REBA�2S - GENERAL NOTES EACH WAYS (_r PICAL) IIII RIM JOIST OR DBL.PERIMETER d d o IIII—IIII=III=1 I I=11I I IIII=11I I=11 I-11I I-11I I— >z"COX P.T. PLYWD. IIII-IIII IIII-IIII-1 I-IIII IIII-IIII-IIII-IIII B°'70"6 - Z a -a 2x6 P.T.SILL 2xl2 FLOOR JOISTS SILL SEALER - ENG.NOTES 12/2116 mrrc muLi aw w aa�wcTm OLAIrAAIL�oR �irQr'rPiTn¢a,acw"A"rwiee�nvr n•�AerYbr sr�' - TaY x• mmxxe Av g, MIN. ANCHOR BOLTS i 36•O.C. REMOVED 2'GAR. 12/2/16 MIN. 3'EMBEDMENT M✓35L3•xl/4•PLATE WASHER - pI NO. REVISION DATE 0_=LCAL SLAB I FOOTING FILL 4 TAMP 5'OUT FOR , • I'/FT.SLOPE+ PROVIDE II ' 3' coPYRICHr 12•BED OF%'STONE IL d IN. 31-0' MI NORTHSIDE HEREBY EXPRESSLY RESERVES WHERE NO GUTTERS - I ITS COMMON LAW COPYRIGHT.THESES' --_ - PLANS ARE NOT TO BE REPRODUCED CHANGED OR CORED IN ANY FORM OR ,� MANNER WHATSOEVER.-OUT FIRST 2 P A5 REBARS CONT. OBTAIMNG THE E%PRESS WRITTEN AROUND ALL OPENINGS - I v�Y��s®;4lec � T PERMIss10 THE EXF ESSWRIITTEN HSIOE DESIGN ASSOCIATES. I a a DAMPROOFING I - � COLUI"IN FOOTING DETAIL BUILDER: ATYPICAL SILL DETAIL v DESIGNER: NORTHSIDE COMPOSITE DECKING DESIGN 2)2,10 P.T. ASSOCIATES 2xI0 P.T.DECK HEADER DISTINCRVE RESIDENTIAL&COMMERCIAL DESIGN JOISTS 16,O.G. SEE FRAMING PLAN BLOCK OUT FROM - 161 MAIN STREET'YARMOUTHPORT-MA 0262S + - - BEAM TO EXTEND (508)362-2 2 10 (5051362-9802 SKIRT BD. PAST NORTHSIDEDESIGN.fOM BLOCK w/P.T.PLYWOOD SONOTUBE " n°rthsidel@mmcart.neL 51MPSON ASU46 e . -b STRUCTURAL ENGINEER TYPICAL WALL : TAYLOR — SIGN LLC . - ALTERNATE CONNECTION CODRD. DIM.W/ . WHERE NO POST LOCATED DOOR LOCATION ..."a 6'APRON, THICKEN TO B' / F DOOR OPENING GARAGE DOOR ALUMINUM FLASHING POST CONTINUESFOR _ 21P 75 REBAR ( rxl rxkr CONT.® GALV.ANGLE W/#4 DECKING - PERIMETER - ANCHOR5®3'-0"• 11 ' O.C. MAX. Zx 10 P.T LEDG SED Lu/2-5/Bi DIA. LAG BOLTS 16 O.C. 1.6X6 1,112AXII112A TOP 1/3 OF SLAB B E R 2110 P.T. DGCK 2x12 FLOOR JOISTS 1015T5 I6'O.C. ESIDENCE 2x10 P.T. DECK SEE FRAMING PLAN JOIST 16,O.C. 15 MARCH MILL RD. I - BARNSTABLTABLE,MA METAL Q TITLE FRAMING HANGER 2)2x10 P.T. - HEADER • „ , a ad ?4 KEYWAY BUILDING I f d 6'x6•P.T. POST b l z 4_ DETAILS c -8' FOUNDATION WALL O - d SCALE:3/4" 1-0" SIMPSON ABU66 - 2 0ri5 KEBABS, CONT. d •dc �//, = .a \/ //\�// \ �\/�\\ a c / / / PROJECT#: SHEET I ' 16-10 A.8 ATYPICAL DECK POST/HEADER CONNECTION 6. COMP. FILL DATE: OF �O TYPICAL DECK LEDGER I I 12 ARA E APRON DETAIL 11403/17 13 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. ' 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS • - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. el DBL TOP PLATE 4.CONTRACTOR SHALL VERIFY I ALL DIMENSIONS PRIOR TO 1 Ai CONSTRUCTION.CONTRACTOR RAFTER @ 16' O.G. ASSUMES RESPONSIBILITY FOR 2x6 DBL TOP PLATE r Q. ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO - THE ATTENTION OF THE SIMPSON SP6 (20 GA.) 2x STUDS @ 16' O.G. DESIGNER. o I I up° H2.5 @ EA. RAFTER e1 2x STUDS @ I0 O.C. GENERAL NOTES I I I I • eI I I I o TOP PLATE ei ,^r BTM PLATE - � I HEADER - GARAGE LOCATION 9/7/17 FULL HGT,STUD MDR UPLIFT STRAP ENG.NOTES 12/2/16 STUD �> ��� RIM J015T WINDOW SILL I e� REMOVEDTGAR. 12/2/16 )AFTER TO PLATE CONNECTION PLATE ;! \\` LOOR JOISTS f SCALE N.T.S. - . .L,l: .• NO. REVISION DATE 5/6' ANCHOR BOLTS @ 36' O.C. - SILL PLATE COPYRIGHT MIN. ENT ed NORTHSIDE HEREBY EXPRESSLY RESERVES w/3'x3'%114I/4* PLATE WASHER - _ ITS COMMON LAW COPYRIGHT.THESES "d PLANS ARE NOT TO BE REPRODUCED II • • - CHANGED OR COPIED IN ANY FORM OR .. I NNER G H FIRST OBTAINING EXPRESS WRITTEN 12 GA.ANCHORS TYP. 1/2' CDX. SHEATHING - $ - PERMISSIONANDCONSENTOF-SIDE „\ SILL PLATE TO TOP PLATE '` DESICNAssocuTEs. - SEE NAILING.SCHEDULE " II BUILDER: 5/5' ANCHOR BOLTS @ 36'.O.G. - .. MIN. 7' EMBEDMENT - 1 - w/3'x3°xI/4' PLATE,WA5HER LUDS It HEADERS �r�SILL TO PLATE CONNECTION wl SHEATHING SCALE,N.T.5. SCALE,N.T.S. _ _• - DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141 MAIN STREET'YARMOUTHPORT•MA 02675 COMMON NAILS BOX NAILS .(508)362-2230 (5081362-9802 ' NBTHSIDEDESIGN.COM ROOF FRAMING northsidel@co castnH BLOCKING TO RAFTER (TOE NAILED) 2-W 2-I0d EACH END - - RIM 50ARD TO RAFTER(END NAILED 2-16d 3-16d EACH END _ - - STRUCTURAL ENGINEER: WALL FRAMING 1/2' CDX 5HEATHI CON IIP,E HEADER TAYLORTI S TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS - DESIGN LLC STUD TO STUD(PAGE NAILED) 2-16d 2-16d 24'O.C. - A HEADER TO HEADER(FACE NAILED) 16d 16d 24'O.C. ALONG EDGES FLOOR FRAMING r ` JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-5d 4-I0d PER J015T BEAM 4 STRAP NAIL Bd COMMON EXTEND HEADER BLOCKING TO J015T (TOE NAILED) 2-8d 2-10d EACH END - _ NALS @ 3' 0. TO KING STUD BLACKING TO SILL OR TOP PLATE(TOE NAILED) 9-16d 4-I6d EACH BLOCK. 6r LSTA @ EA.,RAFTER LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH J015T END NAIL TOP PLATE JOIST ON LEDGER TO BEAM(TOE NAILED) 3-5d 3-IQd PER JOIST DISTANCE 2- 5/8' ANCHOR BOLTS TO BTM. OF MDR. BAND JOIST TO J015T(END NAILED) 3-16d 4-16d PER J015T w/3°x3' PLATE WASHERS 2 ROWS Ibd NAILS ' BAND J015T TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT @ 3' O.G. ROOF SHEATHING D WOOD STRUCTURAL PANELS ' 1 OPENING R RIDGE BEAM FOUNDATION- 71 RAFTERS OR TRU55E5 SPACED UP TO 16'O.C. Bd IOd 6' EDGE/0 FIELD • a•11 E N C E RAFTERS OR TRU55E5 SPACED OVER 16°O.C. 5d IOd 4' EDGE/6' FIELD NOTE, _ 1 RIDGE STRAPS ARE NOT 1 GABLE ENDWALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG ed IOd 6' EDGE/6'FIELD REQUIRED WHEN COLLAR TIES OF • a 15 MARCHANTS MILL RD. GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd 6' EDGE/6'FIELD - NOMINAL Ix6 OR 2x4 LUMBER BARNSTABLE,MA OUTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRU55 w/LOOKOUT BLOCKS 8d 10d 4' EDGE/4' FIELD THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS U51NG TITLE: CEILING SHEATHING 5)I0d NAILS EACH END ARRON HALL ACIN FRAMING TIE GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10°FIELD SALE,N.T.S. DOWN DETAILS WALL SHEATHING r� RIDGE BAND STRAP WOOD STRUCTURAL PANELS - L SCALE,N.T.S. SCALE:NOT TO SCALE STUDS SPACED UP TO 24'O.C. 8d IOd 6' EDGE/12' FIELD V AND 2%?FIBERBOARD PANELS Od - 3' EDGE/6'FIELD J¢'GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10'FIELD FLOOR SHEATHING PROJECT#: - SHEET WOOD STRUCTURAL PANELS - I'OR LE55 Bd 10d 6' EDGE/,' FIELD 16-10 A•g. GREATER THAN I' IOd 16d 6' EDGE/6'FIELD DATE: OF 11/03/17 13 C B A 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS _ A.6 A.5 A.5 OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS 2x10 P.T. LEDGER - ... OTHERWISE NOTED. w/2)W DIA. WxW P.T. LAG BOLTS 16'O.G. POST TYP. 3.CONTRACTOR SHALL VERIFY _ ALL VNNDOW ROUGH OPENINGS EADER. 2AD P.T. 2 HEADEAD ER.P.T. PRIOR TO ORDERING WINDOWS. HE ----- --- -- ---- 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR I 3-2x12 HEADER ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 2-2x12 P.T. I DIMENSIONS NOT BROUGHT TO HEADER. THE ATTENTION OF THE 2x1 P.I. DECK 2x1FP.T. DECK 2110 P.T. LEDGER I JOI TS 16' .C. JO TS 16• ^C. ' I DESIGNER. LA6 BOLTSAI6°o.c. L GENERAL NOTES I 3-2x12 HEADER w ■ ■ ■ I III GARAGE LOCATION 9(7/17 B P05T ENG.NOTES : 12/2/16 2x FLOOR II UP 2.12 FLOOR B 11 JOISTS 16,O.G. 10 _ - REMOVED 2'GAR. 12/2/16 JOISTS 16,O-c- FILLED S E IL 3 LALLY COLUMN DIN NO. REVISION DATE 2x1 J015T5 I6 O.G. PROVIDE 2-2x12 COPYRIGHTHEREBY EXPSSLYRESE LUSH HEADER 2x12 FLOOR - 4x6 P05T - ITS COMIMON LAW COP RIIGGHT.THESES�ES AT OPENING IN B JOISTS 16,O.C. II UP/DN. I- - PIANS ARE NOT TO BE RE PRODUCED CHANGED OR COPIED IN ANY FORM OR 'I, I LL FOR - - MANNER WHATSOEVER WITHOUT FIRST 3)2"CONCRETE ACCE55 ,CONCRETE - OBTAINING THE EXPRESS WRITTEN 1 PERMISSION AND CONSENT OF NORTHSIDE. FILLED STEEL 4x6 POST I 11 - _ DESIGNASSOCIAMS. LALLY COLUMN DN, UP/DN. 8 LALLY COLUMN DN. - RZ T5 4'x4'x.25 ■ - - 2x12 FLOOR COLUMN UP/DN. - .. BUILDER: JOISTS I.-O.C. .......................... 2-1-3'i x11 36'LVL - 741 - DROPPED �2 1 %■II 36'LVL I DROPPED DROPPED TS 4x4'x.25 9� . COLUMN 2-I��x11 Y4' LVL 2x 2 FLOOR FLUSH291 X 5T5 16',O.C. JOI5T5 6'O.C. 3-2x12 HEADER __-t - 11 2-2x 2 FLUSH ° DESIGNER: I I I FILLEDLAL YCOLUMN DN. NORTHSIDE 2-2x12 Zx P. . D ® DESIGN USN J15T b' : F DI I 2xB P,T. LEDGER - ASSOCIATES T -- - w/2)46° DIA. LAG BOLTS 16"O.G. - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 2X 2 FLOOR 141 MAIN STREET'YARMOUTHPORT'MA02675 ir 9 JOISTS IW O.C. 6'xb'P.T. _ 15081362-z210 (508)3 62-98 02 POST TYP. ' NORTHSIDEDFSIGN.COM wu ■ 2-2x10 P.T. - � northsidel@comcascnelHEADER. 2x P. D CK - STRUCTURAL ENGINEER: cJOST 6° .e. I TAYLOR A.6 I JL DESIGN LLC 2X8 P.T. DECK 6'x6'P.T. D JOIST 16,O.C. POST TYP• . A.6 2-2x10 P.T. 2xB P.T. LEDGER HEADER. �./2)W DIA, LAG BOLTS 16"O.C. w: E / A.6 B 1. R ■ ENCE 15 MARCHANTS MILL RD. TYPICAL LVL/GLULAM BOLTING/NAILING BARNSTABLE,MA MULTI 1 3/4" BEAMS TITLE: _ 2• FIRST FLOOR . FRAMING PLAN 2 PIECES D-4' 2 ROWS OF 16D NAILS O 12'O.C. 11 SCALE:1/8"=V-0" 2, 0 1 2 4 8 ■ PROJECT#: SHEET 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS 0 12"O.C. C 16-10 J' 1 2, DATE: OF 11/103/17 13 C B L 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS A.6 A.5 - - OTHERWISE NOTED. • _ 2.ALL INTERIOR WALLS SHALL _ BE 2X4 @ i6"O.C.UNLESS POST POST OTHERWISE NOTED. ON. 3.CONTRACTOR SHALL VERIFY 2-2x12 P.T. - 6'x6'P.T. HDR• — ALL WINDOW ROUGH OPENINGS P05T TYP• PRIOR TO ORDERING WINDOWS. - - - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO UP/DN. CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR D Er= D ANY MISSING OR INCORRECT w/2x10 Ib°O.C. 3-2x12 HEADER - DIMENSIONS NOT BROUGHT TO TAPERED ROOFING PANELS - THE ATTENTION OF THE- 3 I'�� II °' w/1/8'PER FT. SLOPE 4 II Tib'T31 FLOOR - DESIGNER. L 1 D LEEPER$ E J015TS?I6.O.C. - I �, _ ` - GENERAL NOTES :T T EA sE'xRlb'LVL T UP FLUSH xII'�' LVL POST— UP U DN UP UP/DN. J JL.i'L J J - - T :III UP/�• GARAGE LOCATION 9/1117 "POST POST T i III POST ON. DN. ON. —- --—- ENG.NOTES 1212/16 ;III -1 xll Ti6',LVL_ III U REMOVED 2'GAR. 12/2116 III -L.`' III. 11 36'TJI FLOOR II II 36�TJII FLOOR I II 31 T I FLOOR NO. REVISION DATE I$ S 1 °O. I 'O}C. JOI $ 6°O•G. COPYRIGHT :III NORTHSIDE HEREBY EXPRESSLY RESERVES x6 4x6 PST ITS COMMON LAWCOPYRIGHT.TIESES POST r-1x4'x.25 Ups' PLAINS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR UP. COLUMN DN. - - OBTAIMNMANNERGmTHE%PRESS WRIT'IENIRST TS 4'%4'Y.25' TS 4'Y4'Y.25' PERMISSION AND CONSENT OF NORTMSIDE :III 2X,4� I DESIGNASSOCIATE5. COLUMN ON. P6/ CALUMN DN. 'III STEEL BFAM I F BUILDER: II POST II rb TJE FOR II UP JOI T5 b° .C. 0 T.TillBRG L J I �TJI FLOOR - I 6FLODR II JOI TS I6'C.C.Do — — DESIGNER: NORTHSIDE Tf II i 11 DESIGN II DBL,2�6 5 UD -POST 0 PosT PK 5. II ASSOCIATES DN. DN. I T =___ - ' - - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 2-1 9'xIl 3b L UP 141 MAIN STREET'VARMOUTHPORT•MA 026]5 it— — FLU II �T 2-2x12 P.T. -. - - . (508)362-2210 (5081362-9802 POST POST POST �/ HDR• - - NORTHSIDEDESIGN.COM lorthsid,l@co castnel II II T 3-1 i✓�xll W LVL II STRUCTURAL ENGINEER: IIf2-2x12 P.T.--1 HEADER c II HDR. II II TAYLOR As II N LLC —___ ®_____ . D ® II A.6 II II POST TTP. HDR 12 P.T. II II' II II TA II II f E II JI ' IL PDS7.......................11. A.6 B A.5 D POST T 4. RESIDENCE II D T 15 MARCHANTS MILL RD. TYPICAL LVL/GLULAM BOLTING/NAILING BARNSTABLE,MA III MULTI 1 3/4" BEAMS TITLE:( SECOND FLOOR FRAMING PLAN III 3-1 114"YII V LVL 2 PIECES D-4' 2 ROWS OF 16D NAILS P 12'O.G. III INUOUS HDR. SCALE:1/6"=V-0" 2' 0 1 2 4 6 L-IT PROJECT#: SHEET 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS 0 12'O.C. 16-10 S.2 DN. DATE: OF 11/03/17 3 C B A1. ALL EXTERIOR WALLS SHALL z A.5 BE 2X6 @ 16"O.C.UNLESS A. OTHERWISE NOTED. POST ON 2.ALL INTERIOR WALLS SHALL TO"DR. LVL HEADER BE 2X4 16"O.C.UNLESS POST P05T OTHERWISE NOTED. DN. DN. 3.CONTRACTOR SHALL VERIFY -- -- ALL WINDOW ROUGH OPENINGS -PRIOR TO ORDERING WINDOWS. El 4.CONTRACTOR SHALL VERIFY DBL.2x6 STUD ALL DIMENSIONS PRIOR TO - CONSTRUCTION. CONTRACTOR POST ASSUMES RESPONSIBILITY FOR ON. I ANY MISSING OR INCORRECT I 2x10 RAFTERS 2d0 RANTERS - DIMENSIONS NOT BROUGHT TO 3-202 HEADER 6'O.C. - - . _ THE ATTENTION OF THE DESIGNER. - - 3DN I-I�q'x16' LVLPOST 4x6 POST DN, 3) I�4'xll-Y� POST - - GENERAL NOTES TO HDR. .TODN. LVL HEADER DN. 3-2x12 HEADER 3-2x12ARING WALL VL HEADERBEARING WALLT DN. ONTO HDR. GARAGE LOCATION 9(7/17 O AFT ENG.NOTES 12/2/16 LVL RIDGE 16'O.C. 2x8 NAILER I 10 ��._� ROOF REMOVED 2'GAR. 12/2/16 c• - 2 I-V'k9-y LVL I w/2x5 16'O.C. - I ) i I LVL HEADER NO. REVISION - DATE II �q i(y� II l l\ FLUSH W/CLG. IS 5 �II COPYRIGHT DN. POST IT'TSSRCOMMONUWCOPYRIGHT.THESES RESERVES L 3 ri `A 111 DN. DBL, 2x6 STUD I II Lti;V II 4.6 POST DN, - - PLANSARE NOT OR PI BE DIREPRODUCED OR PKT5.TYP. I II II - MANNERDV H TSOEVER WITHOUT NANY FIRST _ I � T _ OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE 4.6 POST DN. 2 I-�k4 LVL 4z6 T T III - DESIGN ASSOCIATES. TO MDR. DN. - . IA F13-1 94k11 A' LVL II Exlb LV BUILDER: HEADER (2 1- x14 11IJL LV RI i II I_Ippp���4k16' LVL ' D P05T DN, IN.T I�2)I-VL9-Y4' I RI IE I65IEEL BM. 6'O. yy IOIRA I 1 Y-__,LAY I II O 1-4'z11-y4' b' .C. 1 II LYL R. 16.O.0 I . IT.R.11 3b• • L L IDG ° L DESIGNER: NORTHSIDE IIII I ILVL6RI4 E—� IO P.T. h DESIGN I I RAFTERS ry I I I I 1 1 6' .C. ASSOCIATES II II I I I jl6' 1 — — DISTINCTIVERBIDENTIAL&COMMERCIALDBIGN bk6'P.T. IN I I I I I I T TYP. - 141 MAIN STREET'YARMOUTHPORT.MA 02675 I I I 1 POST - 1508)362-2210 (508)362-9802 P05T DN. P05T DN. I DN. (2)2x12 P.T. NORTHSIDEDESIGN.COM MDR., northsidel@comcastnet TO HDR. DN, DROPPED " ' POST DN. TO HDR. POST DN, - - - TO MDR. '• STRUCTURAL ENGINEER: C' 2.16 RAFT LVL H DER - TAYLOR As ' HEAD 16'O.0 DESIGN LLC DROPP r 1 II J D ��.� 2-2x12 P.T. A.6 MDR. DROPPED 11 II 2zB NAILER 6'x6'P.T. 2A2 P.T.RIDGE I P05T TYP. - 1 2x10 P.T. II E RAFTERS E R ................... .................I I......................... • A.6 II 2.5 NAILER B R r - - - - - - -- - -- POST DN. LA -ON R I R i TO MDR. w 6 I 'o. ; - ENCE. LL i/ -- - -- -- - - 15 MARCHANTS MILL RD. I II TYPICAL LVL/GLULAM BOLTING/NAILING BARNSTABLE,MA oop DN' IMULTI 1 3/4" BEAMS DN, I 4-1 .6' LVL I II � _u - TITLE: POSTTO DN T DN 2' ROOF FRAMING TO MDR. I II TO HDR. -- PLAN I II 2 PIECES D-4' 2 ROW5 OF 16D NAILS 0 12'O.C. I I II I II POST SCALE:1/8"=V-0" DN. 2.10 u u Ib'O. FT _ 0 1 2 4 g I I o =o j - PROJECTM SHEET I 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS 0 12'D.C. _ __ __ _- _ __ _ =e = J 16-10 S.3 - 2' DATE: OF 11/03/17 13 A. Z/�h F F ����S�P► ZONE: L� � 9 N .^ Area (min.) 43,560 SF (RPOD) Fro nta e (min) 20' `'° Width ?min) 125' y� � Setbacks: a� Front, 30' .( �•, c� u Side`15' 1 Rear 15' FLOOD ZONE: Zones X (Min. Flood Hazard) Community Panel No.— . #250001 0568 J .* July 16, 2014h ff * .. , Location Map- 1 2,000±' ASSESSORS REF.: Map 266 Parcels 034 M OVERLAY DISTRICT: aMhants. AP — Aquifer Protection District a7 M%// Road I LCB Fn d CB/DH nd Cn . r rn CB/DH n1f o) Fnd Sara Imbriglia & John I 4 Leone S82. 23 45,ECO I 138.68 o r' 15.5' CB/DH ' Fn d t; 56.3' �30' Setback G\Jb h � Lot 2 \ 45.5' Lot-Area o 13,560f sf #15 , co New Concrete Foundation F' _ o .. 15' Setback. Y �S iAor, 19.9, _ '' . . SBIDH � �, b� T Fnd 153.28 RuE V j} Site Plan N83. 29' 1i 05"W 2699 � Scale 1"=20' n1 f I certify that the structures shown Lisa A. & Scott. F. hereon conform to the setback requirements.of the Zoning Bylaws of Hilinski Trs. the Town of Barnstable. TIRE: - PREPARED BY: � - PREPARED FOR: � - � NOTES: Site Plan ., _ Certified Foundation Plan ' Engineering& l) The structures shown were located ant the m At Hans Peter DMD' Weber & groudn by conventional survey nethods on or m Sullivan Con8uiting,Ina between November 4, 2016 and February 15, 15 Marchant's Mill Road t • +M1• �� Cheryl. Weber Family Trust _ 2018. v Barnstable rHya��►S Port) Mass. �ro� w.�ii 2) The datum used is an assumed datum Draft: .CTR _ 20 - a io zo based on TOB GIs Data. DATE: SCALE: »� .Review: JOD February 19, 2018 1 = 20' pro cI :asoozs Proposed F.F. El. 22.50 r , Confirm with Architect A� See Note 6 (typ.) ZONE: t F.G. EL. 79.50* -- *Final Foundation GradIng To Be RF-# o ma e i an scope Plan ar Area min. 43,560 SF RPOD `1 L Fronta Pin) (min) 20' r -...,,.,,•� Flow Eeyurlue s Width 125 EL. 195 `-- - �/ As Required Setbac : Fran t 30' Installer To : i5DD Gallon •' •�' Confirm Prior E Side 15' - To An Work Septic Tank 16.46 Rear 15 Y H--20 Required H--20 "```�- ` 5 yJ0y (See Note 5) D-Box JF.2D a<it . wrfi. Y;i a7. 2D , •'.s. tw �j Y .1•. Leaching FLOOD • ;�,• . ` ••. .. ... ,, , _ To Be Installed On Chamber iYE. x Stable Compacted ose . p n X Flood Hazard W .. ...,t. " t7 Zones (Min. F ) 8eddin T"s . Community Panel No. g, r,•var.' is-.. y... ,.. 250001 0 :�t. � ,r. �._ Inspection Port. � :�.,; ��. , •�. . , r , & Baffels : ; Fifiti ,,01� i?% ':;r o July 16, 2014 ,::.,,......: ,,>•:r..,:.x.:` . 5-`' y.:f. : r r: r,...;: as Per Title 5 :3hja•:4u : ? "uitc;s71 iiri: ui Location Map: No Groundwater "-2,000t' Per Test Hole 1 / � DEVELOPED PROFILE Off' S YSTEM � � ASSESSORS REF.: Map 266 Parcels 034 NOT TO SCALE Road Single Family OVERLAY DISTRICT: -4 Berd ww 110 GPD Finish Grade i AP -- Aquifer Protection District No Gsibage Grkderr E Total Daily Flow 440 GPD r_ ff Use ai500 Oat SepticTank 3,; Max. , i.,;,,,. "". . ;�,_ =r Yz, - �t -•., 9 Min Compacted Fill Filter i LC8 LEACB GARFA Fabric f t ' y,' r Fnd 440 GPD/0.74(LTAR e)-594.6 SF Requited ted .. . 1 8" d/Or 2,. r {i . i. r r D+9mci/�abaf ild Sidewall-2 I2.83'+33.5 2'�ISS.3 SF' _ { --- i �r r i• ,. • { � Pea' Stone /, �„...-�- -�., � s Bottom Area-(1283'x 33.57-429.8 SF H--20 r r TatatPrrrvided 615.1 SF(455.2 GPD) .314 1 1/2 r t Lot Coverage 20,o LEACHING Double Washed t t 13,560x0.2=2,712sf Allowed 2, CHAMBER Stone i �BndN 438.7sf Proposed Per Architect LEAC1MVUCHA�B.ER D.ESIM 1 Includes porches, decks, house, garage, All Pius to be,Schedules 40. Use = r� and covered area to garage. 3-500 Gal.Leach ms Leaching Chamb .in a � 4 �� 10" " a 3 rr See Colc by Northside Design Associates r rf 12,831x 33.5'Double wasbe:d Shone Field as Shovm. 12 10 t rr Floor Area Ratio 0.30 t .� t 13,560x0.3--4068.osf Allowed .t'kK[. lb6l CROSPS SECTION %01F CHAMBER - o �, ; 1,060.Osf Basement >6'6" PERFORMED BY:SCOTTMCOAAW �,F, 1,495.5sf First Floor SOIL EVALUATOR NOT TO SCAL ��� � � 1.1- W Second Floor WITNESSED.BY:DAYID STANTON,RS.-TOWN OF BARNSTABLE 4,048.5sf Proposed Per Architect I See Colc by Northside Design Associates NOVIrM ER 101 2015 tr SITE PASSED Single Family CN Dwelling r j I TEST �I"•�Y^�7•JLEF�? -�"f1L•..•: .. • EL.20.a .. ..TEST dI To•lLi7,•�E'R 7-l2i,•.•.•... ••• EL.V .. :•• ;� • - ,` n!fCB/DH ~► t r 1 ypy • •' Fnd °r Sara lmbri list & John i 10" ,.. j`. . •, rAM.... . ISM 10" :. :: y . .Fr1rA}h}l{: :}:./�..::.:.... 19.2 f `'. Leone o ..•....,Lri1:4�,V3\•i`V:L YZ:•S/(7•'•'•'•• .. ..... ••••.L7 LY1' 'd'vf71•J/'4.'•••'•'•'•"••'•'•• �. w::.,ww. t e� A/i./J� Air./ .► •V�L.WN .. g 1 f 1.Location of Udfide s Sbown on This Plan Arse Approx.At.Least 72 Ifou N•'. .... •.,..... •...MWT tlS TA C '�!lV '''''• 28" . •L+4tAMY^ IVD 17 7 30" •.• •:: •1.EiA '"SiND' I7:S o, ' `r �� 138 68 r Prior to Any Bkcavadon ForTh�is Project tlo CoratractvrSball Make d !' the Re gnfird Notiticadons to Dig SA&(I-M-3144-7233)and conted C LAIR 2.5Y 7f2 C LA.M I5Y 7/2 �, 5fi•3 ,...�,� � sulllvah.En . & � 15.5 G8 H ��S. C`o'� {548.428 3344} LIGHT GRAY LXGHT GRAY Sexuxre Appropn eyrmrts From Town ,.,:... . rn . .. .....� Fnd 2. The Cont:rtctar is Re�quiracel to �P MS61UUSAND l3z" AMR MSAND a o l 62" PE�C TEST 14.8 NO[1RQUNDwATER ENCOUNTERED � � Lot Area . 1��._Se 'ck. . . . � f Agtaacie�For Cvaastnrctiox�iDeStK+d by T�fs Plan �, .•. ..., _ r 3. %armSma'Lanes MustCrm Water&WIyLinea Both Lines She ZS GALLONS GONG IIV'IO MtN �t3� j 1 13,560f sf . .'.•- 20-, f ;a �; ;: , ; Be Consftctaed of Class 150Preasu w and Shell be Water Tested tc I32" PERC RATE<2M1NllN TAR 0.74 .a 30 Vetback t (���y�, �y.�} �. Shall /ry�x �}t NO GROUNDWATER ENC�DU,�r7'E'RPD /�r ;'(� !1� f . / •~••L `'� � � j A.�I� �7QWlf�F���r �G�r'+cw) �WFi'Lme�117L{aJl L1�'T irV,UWi�[,{i{y{/1I ••• L Y" i Coordination With Hymmis Wot�eer,and Shall be in Accwzdwce rn r With 248 CMR 1.00-7.00&310 CMR 15.00. r 4.A.Mmaimum of9"of CoverisRegWnadforAll Con4me me '.. Existing 'i 3 Proposed 14--2Q � � L' ;,:r: r? .: � Q C? � "` 4 5.AliStucturrrsBuried Three Feet or More or ect • Per Asbuil# (v 1 ° Lawn Septic Tank �`" ,. r to be Remove obi b "� to VehicularTl etobeR-20Lo ig.ItisrtheEnginaWs TEST'HOLE - 3 EL.20.5 TEST HOLE - 4 EL.2l � Recammev&tion d at H 20 Always be U'sad. •ra : r .:.:.... .:..•::::..:: �•r4 3�r �, 4 4 I ��,, �- t; water :........: �'� :....' G �' ... :.:V2? �#IPY:.••,, �► r Over Septic Taak�IRzu'' and Covers to 6"ofF e n/f �; o eP e4 06tt 12" •TEAM' 19.5 12" •'•LCIAM'� :: : 19.5 Proposed ea ..3 r A11 coverts ens to be xriaxiznuea 18"for esoiacrretc or 24"Castlrozz. .. ... ...•.. :. : : .. Hyannis Port Club p c4 f . ,'•$ .AYE •I ' .SIB....'•... .' .• . •B..... I •Iti#'K Sf .......'' ,iiwellin g, <• F� 1 f 7.Septic System to be,Fled ion Accoxr with 310 CMR 15.00& ........•I! LZ?'aiI ;BR(7!WN..:.. .. ..:.....:.'.Y�BEL2BKOFWN:.::• .::: ,, ' 28" 1.C?AM 'S Iril3' I8.2 32" • '.... ..•Z,4A 17 8 3,5' ' � 22,�'°' 15. r 248 CMR 1.00••7.00 Latest Resrisiazt and the Town afBarzrstable v� , _, ty Boazd ofH+ oft Re�ulatzons. C LAYER 25Y 712 C LAYBR 2.5Y 7/2 i �,. 7P '� �• ' o{ S All Piping to be Sch.40 PVC. . LIGRTGRAY LIGHTGRAY r ;''.:� '' �'� �'d fir'' " ,.,„ 9.Do Shall Have a Minimum&sider Dimension of 12 and a Miinirnto htBO►XUMSAND 132" AMH MEAND 9.5 : 4 �.► w; <,;,, } P ` �` capSump of6': 62" PEAC TEST 15.5 NO GiROUNDWATOtJWCDEWUM '� ;� Proposed H--20 _ Garage ,Z.• •�4 10.Septic Tank ShkU be�a 1,500 t'0o� 25 GALLONS GONG Rf 101+ rx ;�i . `' ;-� D--Box ' F , . , o qo 132,1 PERC RATE{2 MINIIN{LIAR�0.74) q,S .�` `'- , ,' C � >� ', �Piop bred-hl-�20. L,each in g �'<:� f i ��� 11. The Separation Distance Betweerzz the Septic Tank Ir�lerts and --- Ou lets Shill be No Lem than the Liquid Depth.Inlet Teas ShaU Extend NO GR4t1M)WATER ENG�OVNT&RBv ctvi ram, 11.1• 12,8' f Chambers in Stone f=`ield -1� `, _ Paved i aMmimum of10"•8elow tbeF1owLm* Outlet Tom Shalt Extend 14" 1 l 14.0' / 1 S Se#bock Drive t Below the Flow Lime,and Shall be Equipped with a Gas Baffler. U date floor area & lot Coverage 111212017 10 FGl � 4�° tie '� SB DH o Update floor area ratio 10 24 2017 s� S ���`� F d r 21.2 Update pro osed House 10 23 2017 Okay site �� N8 �r Un--Mirror Building & Detach Gara e DRAFT 08 18 2017 Scale 1"=2Q' n/f 3 2_Q' 05NW --M--- Mirror Building07 20 2017 Lisa A. & Scott F. " Revision: Add Building Setback lines 12 14 2016 Hilinski Trs. Tl TL E. PREPARED B Y.• PREPARED FOR: NO TES: S Plan it, 1. The property line information h w w ,; t , r .•? , .. • � P P tyson as compiled from ` ...:_ � ` �` � , t ' En ineerin & Hans Peter DMD Weber & available record inforrr�ati©n. Prop�� t� Iprov�rr�er� 2. The topographic information was obtained from on on rn � AktConsulting, Cheryl Weber Family Trust the ground survey performed on November 4, 2016. ,dInc, 3. The datum used is on assumed datum based on TOB ` ME"for-CM10han .�� W Ro GIS Data. ;�/ (508) 428-3344 9 P.a. Box 659 • 7 Parker Road, 0sterville, MA 02655 Ba It :, 1 (Hyannis Port) seci@sullivanengin.com • www.suilivanengin.com c� Draft: CTR Field: CTR/WNK 20 0 10 20 40 80 •. DATE: SCALE: �� Review: JOD Comp.: CTR :..:; Project: 360029 Weber Project: Weber