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Home My WebLink About0089 SEAPUIT RIVER ROAD • N � Fc � c� er � r Final Construction Control Document H To be submitted at completion of construction by a Registered Design Professional e` for work per the 9th edition of the rev Massachusetts State Building Code, 780 CMR, IBC 2015 Chapter 17 Project Title: Gibson Residence Date: November 5, 2020 Permit No. Property Address: 89 Seapuit-River Road, Osterville, MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Construction of a new 6,500 sf single family dwelling. I, Rimantas M.Veitas, MA Registration Number: 34028 Expiration date: 06/30/2022 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR IBC 2015 Chapter 17 and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR IBC 2015 Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. N'OF �4Ss9 I Enter in the space to the right a"wet"or _� Rtnarrras �y electronic signature and seal: yerras STRUCTURAL: F.0.aaazs y, � .. . o �rsTti Phone number: 781-843-2863 Email: rimas@veitas.com s Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Town of Barnstable Building Post This Card So That it is Visible From the Street--Approved Plans Must be Retained on Job and this Card Must be Kept + aAvsrww e = { MAS& ¢ Posted Until Final Inspection Has Been Made. j 1639. t6' Permit Jlil 1. rent" Where a Certificate of Occupancy is Required,such'Building shall Not-be Occupied until`a Final Inspection has been made p�ym�* ' Permit NO. B-20-573 Applicant Name: VIOLA ASSOCIATES INC. Approvals Date Issued: 03/10/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 09/10/2020 Foundation: Location: 89 SEAPUIT RIVER ROAD,OSTERVILLE Map/Lot: 070.009-011 Zoning District: RF-1 Sheathing: I Owner on Record: GIBSON, KEVAN&LINDA T Contractor Name:' EDWARD TRAINOR Framing: 1 i - Address: 179 PINELEIGH PATH Contractor License: CSFA-106159 2 OSTERVILLE, MA 02655 Est. Project Cost: $ 134,600.00 Chimney: Description: installation of 18'x35'inground swimming pool with an interior 8'x8' Permit Fee: $ 175.00 hot tub.fence to be installed per plan and to be 48" high code Insulation: Fee Paid: $ 175.00 compliant Date: ' 3/10/2020 Final: Project Review Req: ALL OPENINGS FROM HOUSE WITH DIRECT ACCESS TO POOL_ ' SHALL HAVE POOL ALARMS OR AUTOMATIC SAFETY COVER Plumbing/Gas INSTALLED.ACCESS GATES FOR FENCE TO BE SELF � Rough Plumbing: CLOSING/LATCHING AND OPEN AWAY FROM POOL. _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ( .' -- - 1 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I .-- ---.. .. . � O Application Number......l.�d..� ... .� ............... •;�SABNSI'ASLE, ' ... zMAM ,erg BUILDING DEPT, Permit Fee........./ 5....................Other Fee........................ FEB 2 5 2020 Total Fee Paid.................................................. ............ ...... L TOWN OF BA ' A' ►FABLE Permit Approval by..... On... [l.� �......... BUILDING PERNUT 11V, ® �, Map........� ........................Parcel.................ri..........Q............. APPLICATION Section 1 — Owner's Information and Project Location Project Address �� fllU/T Village SCANNED Owners Name_ Aww 119faw MAR 1 1 2020 Owners Legal Address 179 //�✓G'��lGl� I��TJt City State �AsS Zip e�lz�✓�-� Owners Cell# E-mail ky,?I✓ O-WeIV 6;/14G, e�Y Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ® Pool ❑ Insulation Other—Specify Section 4 - Work Description p 1�vsfAcG�f7/ON D!� �/ /°C �s' ��✓(�20U�✓� �GYira/��r✓(r' A& �a �a yd'' �� `o� .��T f�� 9y �Yu/r�ajsoc. Z z zo> t /�9/9 ...... ......... . Application Number..................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ winng"nLt ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public 0 Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ i Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. i Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No T act n A.tn+ 1 1/1 i/7nl 4 J t ' 'Application Number........................................... Section 9= Construction Supervisor Name �� -3�s� /�A��a� Telephone Number SUi�- Address /S" G&,74/ 4N,,�'- City �brW 101,MVelff State Zip License Number'56xw- /4,//9 License Type Zwlaa Expiration Date /2111" Contractors Email ee�'a/ra /1101'1&01 o, 641-I Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature__ Date d0 1 Section 10—Home Improvement Contractor I Name Telephone Number' Address //// Amy, ZINc' City �`11�W13 State 114, Zip �Z/v D/ Registration Number /yf/&'W Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date l/� 2/ Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number i I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date //V/ Z/ t Print Name 74411 el Telephone Number , 3iS� E-mail permit to: �D/�� U!/1GI��OG/►�ll�f �� i a Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department El 7 Conservation For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization 1 I, , as Owner of the.subject property hereby authorize to act on my behalf, in all _ matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name i i �ZME}ty Town of Barnstable Regulatory Services IAMEMAH18. ' Thomas F.Geiler,DirectorMAM - f 6.1 Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barustable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using Builder Kevan Gibson as Owner of the subject property I, hereby authorize Edward TrainorNiola Associates to act on my behalf, in a.0 matters relative to work authorized by this building pe=t 89 Seapuit River Road, Osterville, MA (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools ....-are not to be-filled-before.-fence is installed and pools-afe not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Kevan Gibson /Q�✓4/1!� �� Print Name Print Name 01/02/20 Date Q:FORMS:O W NERPERMISSIONPOOLS t - _4 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations ' I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leyibly Name (Business/Organization/Individual): Viola Associates, Inc. Address: 110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer? Check the appropriate,box: Type of project(required): 1.❑✓ I am a employer with 35 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.$ 9. ❑ Building addition 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 I I.❑ Plumbing repairs or additions myself. ' right of exemption per MGL y �o workers comp. 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no Swimmin Pool employees. [No workers' 13R Other g 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. Insurance Company Name: Acadia Insurance Policy #or Self-ins. Lic. #:WPA0218000 Expiration Date: 4/29/19 Job Site Address:179 Pineleigh Path City/State/Zip: Osterville, Ma. 02655 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 under the pains and penalties gfeerjury that the information provided above is true and correct. Signature: 12/31/19 -=— — —. — -- —� Date• � Phone#: 508-771-3457 Official use only. Do not write in this area, to be completed by city or town offrciaL 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#: ACC)R ® CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDNYYY) 12/30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. j IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to j the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the j certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME: NOrthborough Construct West Eastern Insurance Group LLC PHONED A (508)393-7744 FAX No: 155B Otis Street E-MAIL ADDRESS: y Jdo le@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance Company 31325 INSURED INSURER B Firemen's Insurance Co Wa DC 21784 Viola Associates Inc INSURERC: BOX 389 INSURERD: INSURER E: Centerville MA 02632-0389 INSURER F: COVERAGES CERTIFICATE NUMBER:19/20 Master 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 ADD SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE J=WVD POLICY NUMBER MM/DD/YYYY) (MM/DDNYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE FO OCCUR DAMAGE TORENTED 300,000 PREMISES Ea occurrence $ CPA0217962 4/29/2019 4/29/2020 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY Fx-]zRco LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY EOM�BIINdED SINGLE LIMIT eno $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OS SCHEDULED t�A0217963 4/29/2019 4/29/2020 BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per acc dent $ Medical a menu $ X UMBRELLA LBR OCCUR EACH OCCURRENCE $ 2,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I X I RETENTION$ CUA5047783 4/29/2019 4/29/2020 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE I iER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA A E.L.EACH ACCIDENT $ 500,000 B (Mandatory o/MEMBER ry In NH)EXCLUDED? WPA0218000 4/29/2019 4/29/2020 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 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 Gibson Residence THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 179 Pineleigh Path ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE John Koegel/BTOZZI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 0014n1t i �/'a �cvnincvzuie¢�l�o�./�m�¢r/°scwel�. ' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TY.P.,Ei•Corooration RegisGi:ion Expiration ]_81644 04/20/2021 VIOLA ASSOCIATS_INC =t�7r: EDWARD TRAINOR'• 110 ROSARY HYANNIS,MA 02601 Undersecretary I, No, Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards r . ConstructioC,,SiY eM�l & 2 Family CSFA-106159 . x:' - lY ires: 12/17/2020 EDWARD TRAINCik:'11 0 ( 15 LYMAN LAA� SOUTH YARMOgTH Mt- }W • Commissioner � Town of Barnstable Building s s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept DAWWABM MAN& Posted Until Final Inspection Has Been Made. Permit Mesa Wit• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3356 Applicant Name: C.H. NEWTON BUILDERS INC. 'r Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 04/30/2020 Foundation: Residential Map/Lot: 070-009-011 Zoning District: RF-1 Sheathing: Location: 89 SEAPUIT RIVER ROAD,OSTERVILLE Contractor Name: C.H. NEWTON BUILDERS INC. Framing: 1 Owner on Record: HOME PORT INVESTMENTS LLC Contractor License: 1107888 2 Address: 179 PINELEIGH PATH Est. Project Cost: $ 1,250,000.00 Chimney: OSTERVILLE, MA 02655 Permit Fe : $6,500.00 Description: TO CONSTRUCT A 5,377 SF DWELLING WITH 4 BEDROOMS,' Insulation: r Fee Paid: $6,500.00 KITCHEN, LIVING, DINING AND SCREENED PORCH AREA _ Final: i `, Date: 10/31/2019 Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME. Gl FLOOD ZONE REQUIREMENTS APPLY. 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 afterissuance. IV k All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy P P Y Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building •. . Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept AB3E. Posted Until Final Inspection Has Been Made. Permit t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3090 Applicant Name: C.H. NEWTON BUILDERS INC. Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 04/30/2020 Foundation: Residential Map/Lot: 070-009-011 Zoning District: RF-1 Sheathing: Location: 89 SEAPUIT RIVER ROAD,OSTERVILLE Contractor Name:' C.H. NEWTON BUILDERS INC. Framing: 1 Owner on Record: HOME PORT INVESTMENTS LLC Contractor License: 107888 2 Address: 179 PINELEIGH PATH f Est. Project Cost: $535,000.00 Chimney: OSTERVILLE, MA 02655 Permit Fee: $2,853.50 Description: To construct a 1891 sf garage to include a full basement and three 4 Insulation: Fee Paid:J S.2,853.50 _ _car garage with living space aove including(2) Bedroom and (2) - Final: Baths. Date: pp 10/31/2019 Project Review Req: AS BUILT SURVEY REQUI RED BEFORE START OF FRAME. NO 1_/ay_ Plumbing/Gas FLOOD ZONE REQUIREMENTS. 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 approvedconstruction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspections for the entire duration of the Final Gas: work until the completion of the same. p +/ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building s anxrtsrwe� Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept • - MAIM Q Posted Until Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3357 Applicant Name: C.H. NEWTON BUILDERS INC. Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 04/30/2020 Foundation: Residential Map/Lot: 070-009-011 Zoning District: RF-1 Sheathing: Location: 89 SEAPUIT RIVER ROAD,OSTERVILLE Contractor Name: C.H. NEWTON BUILDERS INC. Framing: 1 Owner on Record: HOME PORT INVESTMENTS LLC Contractor License: 107888 2 Address: 179 PINELEIGH PATH Est. Project Cost: $252,000.00 Chimney: OSTERVILLE, MA 02655 Permit Fee: $ 1,410.20 Description: TO CONSTRUCT A 486 SF STRUCTURE WITH FULL BASEMENT TO BE Insulation: Fee Paid: $ 1,410.20 USED AS A GYM - D - Final: Date: 10/31/2019 Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME NO � 0 FLOOD ZONE REQUIREMENTS. RPlumbing/GasghluPlumbing: Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsix months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. — Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT OFIKE Application.Number.....B.:19;3090....................................... _ >3nRt MASS. 8 1� � Permit Fee.....$2,853:50.......... iHasa. �� ,p .......Other Fee........................ Total ............................................................... Fee Paid ...... TOWN OF BARNSTABLE Permit Approval by...... ................Oh. ...... BUILDING PERMIT o�o Map..... .............................Parcel...009,011........................... APPLICATION Section 1 —Owner's Information and Project Location Project Address 89 SEAPUIT RIVER ROAD Village OSTERVILLE Owners Name KEVAN&LINDA GIBSON Owners Legal Address 2139 OYSTER HARBORS i City OSTERVILLE State MA Zip 02655 Owners Cell # 508-864-6961 E-mail kebvangibson@mac.com Section 2—Use of Structure Use Group RF-1 ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ® Single/Two Family Dwelling Section 3—Type of Permit ® New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall [] Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify �� Section 4- Work Description � �i �p o co st a 8 and two bathrooms. Last updated:2/92018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction $535,000 Square Footage of Project 1,891 sf Age of Structure NEW Dig Safe Number 2019-400-1217 #Of Bedrooms Existing 0 Total# Of Bedrooms (proposed) 2 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist 0 Design Section 6—Project Specifics ® Wiring ❑ Oil Tank Storage ® Smoke Detectors ® Plumbing ® Gas Fire Suppression ® Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ® Public ❑ Private Sewage Disposal 0 Municipal ® On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Bourne I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation X.AE(EL-12) &VE(EL-14) Within or adjacent to a wetland, coastal bank? Yes ® No ❑ Section 8—Zoning Information Zoning District RF-1 Proposed Use RESIDENTIAL Lot Area Sq. Ft. 89,242 Total Frontage 126 ft Percentage of Lot Coverage 1.04% #of Dwelling Units(on site) 1 Setbacks Front Yard Required 30 Proposed 83 Rear Yard Required 15 Proposed 410 Side Yard Required 15 Proposed 55 Has this property had relief from the Zoning Board in the past? ❑ Yes ® No Lest updated 2/9R018 Application Number........................................... Section 9—Construction Supervisor Name David L.Newton Telephone Number 508-548-1353 Address 106 Whitmar Road City Cotuit State MA Zip 02636 License Number CS-046192 License Type UR Expiration Date 09-19-2021 Contractors Email ddinardo@chnewton.com Cell # 774-228-3435 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts Stafe Buil ing Code. I understand the construction inspection procedures,specific inspections and documentation requ' �R and the Town of Barnstable.Attach a copy of your license. Signature ^ Date Section 10 —Home Improvement Contractor Name David L. Newton Telephone Number 508-548-1353 Address 549 West Falmouth Hwy City West Falmouth State fig_Zip 02574 Registration Number 107888 Expiration Date 09/17/2020 1 understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts%7C ild' g Code. I understand the construction inspection procedures,specific inspections and documentation requir and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature _ Date P LICANT SIGNATURE Signature Date 10/7/19 Print Name David L.Newton Telephone Number 508-548-1353 E-mail permit to._ dinardopchnewton.com Last updated:2/9/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department far approval Section 13 —Owner's Authorization I, Kevan&Linda Gibson , as Owner of the subject property hereby authorize-C.H.Newton Builders,lric. to act on my behalf, in all matters relative to work authorized by this building permit application for. 89 Seapuit River Road,Osterville,MA (Address of job) (see attached authorization) 10/7/19 Signature of Owner date Kevan Gibson Print Name Last updated.2/9rz018 REScheck Software Version 4.6.5 Compliance Certificate Project Gibson Residence Energy Code: 2015 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,958 ft2 Glazing Area 17% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 89 Seapuit River Road Kevan Gibson Hutker Architects Osterville 89 Seapuit River Road 533 Palmer Ave MA, MA 02655 Osterville, MA 02655 Falmouth, MA Compliance: Passes using UA trade-off Compliance: 20.9%Better Than Code Maximum UA: 469 Your UA: 418 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Basement Wall (North): Solid Concrete or Masonry 378 0.0 13.0 0.045 17 Orientation: Back Wall height: 9.0' Depth below grade: 9.0' Insulation depth: 9.0' Basement Wall(South): Solid Concrete or Masonry 378 0.0 13.0 0.045 17 Orientation: Front Wall height: 9.0' Depth below grade:9.0' Insulation depth: 9.0' Basement Wall(West): Solid Concrete or Masonry 216 0.0 13.0 0.045 10 Orientation: Left side Wall height: 9.0' Depth below grade: 9.0' I Insulation depth: 9.0' Basement Wall(East): Solid Concrete or Masonry 216 0.0 13.0 0.045 10 Orientation: Right side Wall height: 9.0' Depth below grade: 9.0' Insulation depth: 9.0' Basement Floor 1:Slab-On-Grade:Unheated 132 13.0 0.664 88 Insulation depth: 6.0' Above Grade Wall (North):Wood Frame, 16"D.C. 417 20.0 0.0 0.059 0 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 75 0.320 24 Orientation: Unspecified Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 1 of 10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence_190912.rck Gross Area Cavity Cont. Perimeter Door 1:Solid 315 0.210 66 Orientation: Back Door 4: Solid 25 0.400 10 Orientation: Back Above Grade Wall(South):Wood Frame, 16" o.c. 621 20.0 0.0 0.059 28 Orientation: Front Window 1: Wood Frame:Double Pane with Low-E 140 0.320 45 Orientation: Front Above Grade Wall(West): Wood Frame, 16"o.c. 374 20.0 0.0 0.059 19 Orientation: Left side Window 4:Wood Frame:Double Pane with Low-E 56 0.320 18 Orientation: Left side Above Grade Wall (East):Wood Frame, 16"o.c. 366 20.0 0.0 0.059 18 Orientation: Right side Window 6:Wood Frame:Double Pane with Low-E 36 0.320 12 Orientation: Right side Door 5:Solid 31 0.400 12 Orientation: Right side Second Floor Ceiling: Flat Ceiling or Scissor Truss 941 49.0 0.0 0.026 24 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 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 2 of10 Analysis\ResCheck\M_ResCheck_Gibson Residence_190912.rck REScheck Software Version 4.6.5 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 is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the V1 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable R Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods []Not Observable AJ Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 3 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence 190912.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies Seethe Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated []Does Not table for values. v ❑ Heated ❑ Heated []Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F03]1 depth/length. ❑Does Not table for values. J ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall. R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R- ❑Does Not table for values. 0 insulation is used,verification may need to occur during []Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [F05]1 insulation installed per []Does Not J manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not table for values. ,4l distance from top of wall. []Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. []Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not U []Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 4 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_190912.rck I Section Plans Verified Field Verified # Framing/Rough-In Inspection Value 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. [FR1]1 [-]Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 []Not Observable [FR2]1 ❑Not Applicable g� 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier [ Complies Requirement will be met. [FR23]1 installed per manufacturer's []Does Not J instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. []Not Observable []Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not 1 0 1 >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and []Not Observable 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. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not v ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 4F or chilled fluids- []Does Not below 55 QF are insulated to>_R- 3 ` []Not Observable ❑Not Applicable 403.4.1 Protection of insulation on'HVAC ❑Complies [FR24]1 piping. ❑Does Not J ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >R-3. []Does Not 10' []Not Observable []Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air []Does Not intakes and exhausts. []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 5 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence_190912.rck Additional Comments/Assumptions: E 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 6 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_190912.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not V provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass []Not Observable g requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I I 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 7 of10 Analysis\ResCheck\M_ResCheck_Gibson Residence_190912.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, Steel 402.2.E ❑ ❑ Steel ❑Not Observable [FI1]1 ❑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 ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. (FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that 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 ach in Climate Zones 1-2, and []Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air []Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]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 I w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of []Does Not design air flow. []Not Observable []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 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies PAnalysis\ResCheck\M 11]z systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) oject Title: Gibson Residence Report date: 09/13/19 ta filename: G:\My Drive\TE2\Projects\Gibson Residence (Cisterville, MA)\Mechanical\HVAC Load Page 8 of10 _ResCheck_Gibson Residence_190912.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor ❑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 not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the 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. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat []Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side 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 lighting. ❑Not Applicable L4.1. Fuel gas lighting systems have ❑Complies no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable T High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 9 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_190912.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 []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 Applicable Additional Comments/Assumptions: V 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Report date: 09/13/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 10 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_190912.rck 2015 IECC Energy Efficiency Certificate insulation . Above-Grade Wall 20.00 Below-Grade Wall 13.00 Floor 13.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.21 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments IKE �T Qi► ,A Application Number.....S.......10�......... ........................ • O O O i M488. 2 A Permit Fee.........l......•......................Other Fee........................ 03 A,� �T CP �9 �O� ',A Total Fee Paid............................................................... ...... TOWN OF BAR 4YABLE' Permit Approval by...: On.lgh!la......... BUILDING PEI&IT APPLICATION Mp.....ono.............................Parcel....000 ........................... Section 1 —Owner's Information and Project Location i Project Address 89 SEAPUIT RIVER ROAD Village OSTERVILLE Owners Name KEVAN&LINDA GIBSON Owners Legal Address 2139 OYSTER HARBORS. City OSTERVILLE State MA Zip 02655 Owners Cell # 508-864-6961 E-mail kebvangibson@mac.com Section 2—Use of Structure Use Group RF-1 ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ® Single/Two Family Dwelling Section 3 —Type of Permit ® New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify To construct a 486 sf structure with full basement to be used as a Gym Last updated 2/9/2018 1 ► Application Number.................................................... Section 5—Detail Cost of Proposed Construction$252,000 Square Footage of Project 486 sf Age of Structure NEW Dig Safe Number 2019-400-1217 #Of Bedrooms Existing 0 Total# Of Bedrooms (proposed) 0 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist 0 Design Section 6—Project Specifics ® Wiring ❑ Oil Tank Storage ® Smoke Detectors ® Plumbing ® Gas ❑ 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 Debris Disposal Facility: Bourne I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation X.AE(EL-12) &VE(EL-14) Within or adjacent to a wetland, coastal bank? Yes ® No ❑ Section 8—Zoning Information Zoning District RF-1 Proposed Use RESIDENTIAL Lot Area Sq. Ft. 89,242 Total Frontage 126 ft Percentage of Lot Coverage .54% #of Dwelling Units (on site) 1 Setbacks Front Yard Required 30 Proposed 130 Rear Yard Required 15 Proposed 422 f Side Yard Required 15 Proposed 26 Has this property had relief from the Zoning Board in the past? ❑ Yes ® No last updated:2/9/2018 Application Number........................................... Section 9—Construction Supervisor Name David L.Newton Telephone Number 508-548-1353 Address 106 Whitmar Road City Cotuit State MA Zip 02636 License Number CS-046192 License Type UR Expiration Date 09-19-2021 Contractors Email ddinardo@chnewton.com Cell # 774-228-3435 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts Sta Building Code. I understand the construction inspection procedures,specific inspections and documentation requi ,,•anddtthe Town of Barnstable.Attach a copy of your license. Signature eu& Date Section 10 -Home Improvement Contractor Name David L.Newton Telephone Number 508-548-1353 Address 549 West Falmouth Hwy City West Falmouth State M_Zip 02574 Registration Number 107888 Expiration Date 09/17/2020 1 understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Sta Building Code. I understand the construction inspection procedures,specific inspections and documentation requi C annnd the Town of Barnstable.Attach a copy of your H.I.C... Signature C Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date AP LICANT SIGNATURE Signature Date 10/7/19 Print Name David L.Newton Telephone Number 508-548-1353 E-mail permit to._ ddinardopchnewton.com Last updated:2/9/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department far approval Section 13 —Owner's Authorization I, Kevan&Linda Gibson , as Owner of the subject property hereby authorize C.H.Newton Builders,Inc. to act on my behalf; in all matters relative to work authorized by this building permit application for. 89 Seapuit River Road,Osterville,MA (Address of job) (see attached authorization) 10/7/19 Signature of Owner date Kevan Gibson Print Name Last updated.2J9/2018 REScheck Software Version 4.6.5 Compliance Certificate Project Gibson Residence Gym Energy Code: 2015 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 1,265 ft2 Glazing Area 22% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 89 Seapuit River Road Kevan Gibson Hutker Architects Osterville 89 Seapuit River Road 533 Palmer Ave MA, MA 02655 Osterville, MA 02655 Falmouth, MA Compliance: Passes using UA trade-off Compliance: 2.0%Better Than Code Maximum UA: 357 Your UA: 350 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. LI-Factor UA 0 Basement Wall (North): Solid Concrete or Masonry 207 0.0 9.0 0.056 12 Orientation: Back Wall height: 9.0' Depth below grade: 9.0' Insulation depth: 9.0' Basement Wall(South): Solid Concrete or Masonry 207 0.0 9.0 0.056 12 Orientation: Front Wall height: 9.0' Depth below grade: 9.0' Insulation depth: 9.0' Basement Wall(West): Solid Concrete or Masonry 239 0.0 9.0 0.056 13 Orientation: Left side Wall height: 9.0' Depth below grade: 9.0' Insulation depth: 9.0' Basement Wall (East): Solid Concrete or Masonry 239 0.0 9.0 0.056 13 Orientation: Right side Wall height: 9.0' Depth below grade: 9.0' Insulation depth:9.0' Above Grade Wall(North): Wood Frame, 16"o.c. 506 20.0 0.0 0.059 30 Orientation: Back Above Grade Wall(South): Wood Frame, 16" o.c. 387 20.0 0.0 0.059 16 Orientation: Front Sliding Door(South): Glass 119 0.320 38 Orientation: Unspecified Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 1 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence_Gym_190930.rck Gross Area Cavity Cont. Perimeter Above Grade Wall (West):Wood Frame, 16"o.c. 516 20.0 0.0 0.059 28 Orientation: Left side Window(West): Wood Frame:Double Pane with Low-E 40 0.320 13 Orientation: Left side Above Grade Wall(East):Wood Frame, 16"o.c. 409 20.0 0.0 0.059 8 Orientation: Right side Window(East): Wood Frame:Double Pane with Low-E 119 0.320 38 Orientation: Right side Sliding Door(East): Glass 119 0.320 38 Orientation: Right side Door(East): Solid 28 0.270 8 Orientation: Unspecified Basement Floor 1: Slab-On-Grade:Unheated 99 13.0 0.664 66 Insulation depth: 6.0' Second Floor Ceiling: Flat Ceiling or Scissor Truss 659 49.0 0.0 0.026 17 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 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 2 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Reside nce_Gym_190930.rck i REScheck Software Version 4.6.5 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 is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate []Does Not [PR1]1 energy code compliance for the 4-1)) building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. []Not Observable 0 Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: j Manual J or other methods Btu/hr Btu/hr []Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 3 of10 Analysis\ResCheck\M_ResCheck_Gibson Residence_Gym_190930.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO111 ❑ Unheated ❑ Unheated []Does Not table for values. .19 ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F0311 depth/length. []Does Not table for values. 11911 []Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F0411 insulation R-value.Where interior R_ R- ❑Does Not table for values. g� insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [F0511 insulation installed per []Does Not J manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F0611 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Requirement will be met. [F011]2 to protect exposed exterior ❑Does Not 44411 insulation and extends a minimum of 6 in. below grade. []Not Observable []Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: f i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 4 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_Gym_190930.rck i Section Plans Verified Field Verified # Framing/Rough-In Inspection Value 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. [FR1]1 ❑�� Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 'J 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance []Does Not with the NFRC test procedure or taken from the default table. []Not Observable []Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not ref instructions. [--]Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not J AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is []Does Not ,ei >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and [-]Not Observable 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. 403.3.5 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]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- 3 []NotObservable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >R-3. ❑Does Not ❑Not Observable i ❑Not Applicable 403.6 Automatic or gravity dampers are . ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 5 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence_Gym_190930.rck Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 6 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence_Gym_190930.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not J provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall [IN311 exterior,the exterior insulation Mass Mass ❑Not Observable 1101) requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: l l � I i 1 1 . 1 . i ' 1 1 High Impact(Tier 1) 2 TMecfium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 7 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_Gym_190930.rck i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel []Not Observable [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that 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 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable []Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm_/100 ❑Complies [FI27]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 w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at'<=2%of ❑Does Not design air flow. ❑Not Observable ❑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 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. []Does Not []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 8 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_Gym_190930.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system OComplies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]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 not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the 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. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ONot Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA []Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ONot Applicable individual units connected to one or two showers.Potable water- side 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 [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ONot Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not e' ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 9 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_Gym_190930.rck ' I I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑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 Applicable Additional Comments/Assumptions: � I ik I i f , . 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Gym Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 10 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence_Gym_190930.rck 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 20.00 Below-Grade Wall 9.00 Floor 13.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.32 &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments I ./taco i�o� IIIE Vk0/ 2 s � A'^ Application Number............ .......................................... 0 O`pT Cj MASS. P01V ;O 8Z019 Permit Fee.....$6,500:00..................Other Fee........................ �'I�N0FBq . 9�/S'Tq Total Fee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by..... . ..... ................... on..lo� .l.,ll.c1..... BUILDING PERMIT Map....070.. .............................Parcd.... 09-011........................... APPLICATION Section 1 —Owner's Information and Project Location Project Address 89 SEAPUIT RIVER ROAD Village OSTERVILLE Owners Name KEVAN&LINDA GIBSON Owners Legal Address 2139 OYSTER HARBORS City OSTERVILLE State MA Zip 02655 Owners Cell # 508-864-6961 E-mail kebvangibson@mac.com Section 2—Use of Structure Use Group RF-1 ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ® Single/Two Family Dwelling Section 3 —Type of Permit ® New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify To construct a 5,377 sf dwelling with 4 bedrooms,kitchen,living, dining and screened porch area. Last updated:2/9/2018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction$1,250,000 Square Footage of Project 5,377 sf Age of:Structure NEW Dig Safe Number 2019-400-1217 #Of Bedrooms Existing 0 Total# Of Bedrooms (proposed) 4 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist © Design Section 6—Project Specifics ® Wiring ❑ Oil Tank Storage ® Smoke Detectors ® Plumbing ® Gas [] Fire Suppression ® Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ® Public ❑ Private Sewage Disposal Q Municipal ® On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Bourne I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation X.AE( L-12) &VE(EL-14) Within or adjacent to a wetland, coastal bank? Yes ® No ❑ Section 8—Zoning Information Zoning District RF-1 Proposed Use RESIDENTIAL Lot Area Sq. Ft. 89,242 Total Frontage 126 ft Percentage of Lot Coverage 5.14% #of Dwelling Units (on site) 1 Setbacks Front Yard Required 30 Proposed 135 Rear Yard Required 15 Proposed 268 Side Yard Required 15 Proposed 36 Has this property had relief from the Zoning Board in the past? ❑ Yes ® No Last updated.2/9R018 Application Number........................................... Section 9—Construction Supervisor Name David L.Newton Telephone Number 508-548-1353 Address 106 Whitmar Road City- Cotuit State MA Zip 02636 License Number CS-046192 License Type UR Expiration Date 09-19-2021 Contractors Email ddinardo@chnewton.com Cell # 774-228-3435 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S e Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 0 C R and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10-Home Improvement Contractor Name David L.Newton Telephone Number 508-548-1353 Address 549 West Falmouth Hwv City West Falmouth State M—Zip 02574 Registration Number 107888 Expiration Date 09/17/2020 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts SV BReu& ing Code. I understand the construction inspection procedures,specific inspections and documentation requ' 0 _R and, the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date A P ICANT SIGNATURE Signature Date 10/7/19 Print Name David L.Newton Telephone Number 508-548-1353 E-mail permit to:_ddinardo(a�chnewton.com Last updated:2/9/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department fir approval Section 13—Owner's Authorization I, Kevan&Linda Gibson , as Owner of the subject property hereby authorize C.H.Newton Builders,Inc. . to act on my behalf, in all matters relative to work authorized by this building permit application for. 89 Seapuit River Road,Osterville,MA (Address of job) (see attached authorization) 10/7/19 Signature of Owner date Kevan Gibson Print Name i J Last updated.2/92018 , REScheck Software Version 4.6.5 Compliance Certificate Project Gibson Residence Main House Energy Code: 2015 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg.-from North Conditioned Floor Area: 9,292 ft2 Glazing Area 40% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 89 Seapuit River Road Osterville MA, MA 02655 Compliance: Passes using UA trade-off Compliance: 2.0%Better Than Code Maximum ILIA: 2502 Your UA: 2471 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Basement Wall(North): Solid Concrete or Masonry 760 0.0 9.0 0.056 43 Orientation: Back Wall height:9.0' Depth below grade:9.0' Insulation depth: 9.0' Basement Wall(South): Solid Concrete or Masonry 709 0.0 9.0 0.056 40 Orientation: Front Wall height: 9.0' Depth below grade:9.0' Insulation depth: 9.0' Basement Wall(West): Solid Concrete or Masonry 401 0.0 9.0 0.071 28 Orientation: Left side Wall height: 4.0' Depth below grade: 4.0' Insulation depth: 4.0' Basement Wall (East): Solid Concrete or Masonry 562 0.0 9.0 0.056 29 Orientation: Right side Wall height: 9.0' Depth'below grade:9.0' Insulation depth: 9.0' Door: Solid 42 0.270 11 Orientation: Unspecified Above Grade Wall (North):Wood Frame, 16"D.C. 1,540 20.0 0.0 0.059 57 Orientation: Back Window:Wood Frame:Double Pane with Low-E 569 0.320 182 Orientation: Unspecified Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 1 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence—Main House_190930.rck Assembly Gross Area Cavity Cont. Perimeter Above Grade Wall (South):Wood Frame, 16" o.c. 1,420 20.0 0.0 0.059 40 Orientation: Front Window:Wood Frame:Double Pane with Low-E 740 0.320 237 Orientation: Front Above Grade Wall(West): Wood Frame, 16"o.c. 1,140 20.0 0.0 0.059 32 Orientation: Left side Window:Wood Frame:Double Pane with Low-E 598 0.320 191 Orientation: Left side Above Grade Wall(East):Wood Frame, 16"o.c. 1,440 20.0 0.0 0.059 67 Orientation: Right side Window:Wood Frame:Double Pane with Low-E 297 0.320 95 Orientation: Right side Basement Floor 1: Slab-On-Grade:Unheated 432 13.0 0.664 287 Insulation depth: 6.0' Second Floor Ceiling: Flat Ceiling or Scissor Truss 3,169 49.0 0.0 0.026 82 First Floor Ceiling: Flat Ceiling or Scissor Truss 1,938 49.0 0.0 0.026 50 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 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I j i I a Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 2 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence—Main House_190930.rck i REScheck Software Version 4.6.5 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 is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 4) building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑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 compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: �j Manual J or other methods Btu/hr Btu/hr []Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: I I � i ' 1 1 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 3 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence—Main House_190930.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO111 Unheated ❑ Unheated []Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F03]1 depth/length. ❑Does Not table for values. []Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R_ R- ❑Does Not table for values. 8j insulation is used,verification may need to occur during []Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [F05I1 insulation installed per []Does Not 110) manufacturer's instructions. []Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not table for values. 4' distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not 01 insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 4 of10 Ana lysis\ResCheck\M—ResCheck Gibson Residence—Main House-190930.rck Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value 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. [FR1]1 ❑Not Observable 0 ❑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, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not e, instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 8) AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. [-]Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not J >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and []Not Observable 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. 403.3.5 Building cavities are not used as [ Complies [FR15]3 ducts or plenums. ❑Does Not V' []Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- 3 i ❑Not Observable []Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not 10 []Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 5 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence—Main House_190930.rck t I Additional Comments/Assumptions: i I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 6 of10 Analysis\ResCheck\M_ResCheck_Gibson Residence—Main House_190930.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not 6 provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R-. R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑,Mass ❑ Mass ❑Not Observable ,ei requirement applies(FR10). ❑;Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: s ' i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 7 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residenee_Main House_190930.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ❑Not Observable [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. []Does Not [FI2]1 Blown insulation marked every 300 ft2. []Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. (FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. []Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]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 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 []Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to []Not Applicable occur during Framing Inspection. 403.3.3 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 w.g.across the entire system including the manufacturer's air . handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑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 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or 1 ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibson Residence Main House 1, Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 8 of10 Ana lysis\ResCheck\M_ResCheck_Gibson Residence_Main House_190930.rck I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies (FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F[28]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 not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the 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. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated []Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to 1 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 lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI2313 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 9 of10 Ana lysis\ResCheck\M_ResCheck Gibson Residence—Main House_190930.rck i Section Plans Verified Field Verified # Final Inspection.Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑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 Applicable Additional Comments/Assumptions: i r I r i r t 'G 1 1 t 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gibson Residence Main House Report date: 10/04/19 Data filename: G:\My Drive\TE2\Projects\Gibson Residence (Osterville, MA)\Mechanical\HVAC Load Page 10 of10 Analysis\ResCheck\M_ResCheck Gibson Residence Main House_190930.rck r r 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 20.00 Below-Grade Wall 9.00 Floor 13.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.27 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Town of Barnstable Building Department Services Arw . ,ASIL Brian Florence,CBO. 03 �� Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder L Kevan &Linda Gibson ,as Owner of the subject property hereby authorize C. H.Newton Builders.Inc. to act on my behalf in all matters relative to work authorized by this building permit application for. 89 Seapuit River Road, Osterville,MA (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence i stall and all final inspections are performed and acc. Signs a of Owner Signature of Applicant Kevan Gibson David L.Newton Print Name t Print Name September 16,2019 Date Q:FORMS:OWNF.RPERMISSIONPOOIS Rcv:09/16/17 qJD�e�s�on of profess�onai Cicensure Board of Building Regulaiions and Standards Construction Supervisor CS-046192 EApires. D911912019 DAVID L NEV4TON ° R 106 WHITMAR"ROAD COTUIT MA 02635 Commissioner Unrestricted-Buildings of any use group which contain less than 35.000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617(727-3200 or visit www.omss.gov/dpi I hereby authorize my representative Daniel J. DiNardo, Special Projects Coordinator for C.H. Newton Builders, Inc. to make application my behalf with the Town of Falmouth for all applicable permits for the work to be performed at 89 Seapuit River Road, Osterville, MA David L. Newton September 16, 2019 p I 1: *afr ety 0 M—ass- - - ID; mas, Details hic. Inform-atlon !DAVID L NEWTON ne: 1dress Information C©tuit MA 02635 United States formation _- - Building Licenses - Date of Las Renewal, 0/3012 p - CS-046192 License T e: Const u ion Su ery 0/19/2011 Expiration Date: 9/19/2021 atus: Active Today's Date: 10/3/201 J License Type- iness As: Inge Reason. License Renewal lte hiformation No Prerequisite Information No Available Doc urnents +Close'U1ind�uw ionwealth of Massachusetts Site Pofici ...............— ✓z' [oNir�narxc,eo. �n�.��YJiJc%l:J . Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only 7Y, Coora6on before the expiration date. If found return to: RegistWm ion } Expiration Office of Consumer Affairs and Business Regulation S 09/17/2020 1000 Washington Street-Suite 710 I C.H.NE TO �!r Boston, 02118 W N i�Mlit3ERS�14�� DAVID L.NEWT(3N j 549 WEST F Y 28A C�W.FALMOUTH,MA 02514 Undersecretary Not valid without signature I hereby authorize my representative Daniel J. DiNardo, Special Projects Coordinator for C.H. Newton Builders, Inc.to make application on my behalf with the Town of Falmouth for all applicable permits for the work to be performed at 89 Sepuit River Road, Osterville, MA David L. Newton September 16, 2019 r The Co►m►to►twealth of Massachusetts Department of Industrial Accidents Office of Investigations _ 600 Washington Street Boston, MA 02111 F" w►vjv.►nass.gov/dia Workers' Compensation Insurance Affidavit: builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Busuiess/Organization/Individual): C.H. Newton Builders,Inc. Address: 549 West Falmouth Highway City/State/Zip: West Falmouth,MA 02574 Phone#: 508-548-1353 Are you an employer? Check the appropriate box: Type of project(required): 1.® I am a employer with 38 4. ❑ I am a general contractor and I have hired the sub-contractors 6. X❑New constructionemployees(full and/or part-time).'•r 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 1 9. ❑ Building addition ❑ We are a cot required.] 5. oration and its 10.0 Electrical repairs or additions P 3.❑ 1 am a homeowner doing all work officers have exercised their l 1.[:] 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' 13.0 Other comp. insurance required.] "Any applicant that checks box#1 must also fill out the section below showing then-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 indicatutg such. tContractors that check this box nmst 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 ury employees. Below is the policy rind job site information. Insurance Company Name: Selective Insurance Company of America Policy#or Self-ins.Lie.M WC 9080130 Expiration Date: 1/1/2020 Job Site Address: 89 Se puit River Road City/State/Zip: Osterville,MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure clage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a foie 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 dvised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance cover verific tion. I do hereby certify under the pain an e. of myth t the in formation provided above is true and correct. Signature: Date: 9 16 2019 i Phone#: 508-548-1353 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 j 6.Other Contact Person: Phone#: Affidavit of Substantial Financial Interest I, . David L. Newton of C.H.Newton-Builders,Inc. , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 007 , Parcel 009-011 The address of the.property is 89 Seapuit River Road Osterville 2. 1 have zero % legal or equitable interest in the real property which is the subject of the building permit application which is identified In paragraph 1 above. 3. Within in the last twelve months from today's date, which is September 16, 2019 ,the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Home Port Investments LLC West Palm Beach, FL 33401 4. Within the last twelve months, from today's date,which is 9/16/2019 , I have had :a 1%'or greater legal or equitable interest in the following properties which have been the subject of a building permit application: N/A Map/Parcel Address 5. Within this calendar year, I have.submitted o building permit applickions for property in which I have a 1% or;greater legal or equitable interest. 6. Within the last ten days, I have submitted o building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted,Q_building permit applications for property in which I have a 1% legal or equitable interest. , 8. Within this month, I have received o building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju ly of September, 2009. is = 2001-oowlaff n 1 p/L.OTTERY/AFFIDAVIT Town of Barnstable License and Permit Bond Bond No, 08BSBIF0438 KNOW ALL MEN BY THESE PRESENT,that we C.H. Newton Builders. Inc. Of west Falmouth. Massachusetts as Principal and Hartford Fire Insurance Company , a corporation authorized under the laws of Indiana and licensed to become surety on bonds and undertakings in the State of Massachusetts,as Surcty, are held and firmly bound unto The Town of Barnstable.Massachusetts ,ObIigee,in the penal sum of Five Hundred Eight dollars s508 lawful money of the United States, for which payment, well and truly to be made,we bind ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally, firmly by these present. WHEREAS,the said Principal has applied to the Obligee for a license or permit for/to Project at 89 Seapuit River Road, Osterville. MA i i NOW, THEREFORE,THE CONDITIONS OF THE OBLIGATION IS SUCH,That if j the said Principal shall faithfully perform the duties of such licensee or permitee, and in all things comply with the ordinances, rules and regulations appertaining thereto, then i this obligation shall be void, otherwise to remain in full force and effect. The term of this bond is for the period beginning on the 17th day Of September , 2019 and ending on the 17th day of september , 2020 This bond may be terminated at any time by the Surety upon sending notice in writing, by certified mail,to the clerk of the municipality with whom this bond is filed and at the expiration of thirty(30)days from the mailing of said notice,the liability of such Surety is thereby terminated and cancelled: and provide further, that nothing herein shall affect any right or liability which shall have occurred under this bond prior to the date of such termination. SIGNED, sealed and dated this 17th day of September , 9.01 9 Hartford Fire InsurancB—ftmoanv C.H. Newton Builders. Inc. Surety Principal r P tricia M. Tome' ,Arco tiey rn Fact I Direct Inquiries/Claims to: THE HARTFORD BOND,T-12 POWER OF ATTORNEY HartfOne Haford Plaza ord,Conne tcut06155 Bond.Claims(cDthehartford.com call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: ROGERS & GRAY INSURANCE AGENCY INC Agency Code: 08-089087 X� Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut O Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana O Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford,Connecticut(hereinafter collectively referred to as the"Companies")do hereby make,constitute and appoint Patricia M. Tome' its true and lawful Attorney-in-Fact, to sign its name as surety(ies) only as delineated above by , and to execute, seal and acknowledge the following bond,undertaking,contract or written instrument: Bond No. 0813SBIF0438 Naming C.H. Newton Builders, Inc. as Principal, and Town of Barnstable as Obligee, in the amount of See Bond Form(s)on behalf of Company in its business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Companies on May 6,2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further,pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. Ni e�►AMr� � :..ear.,Eur�or'. ' 104 fi-{.sI•••v� ��vee.��'� F naao°a .,��[ .A •� �, P\ar.rrrnl�0 • a•al•>i► :19 7 9�4OFF a^ 19 7 9 19R9 • � '4/i,._•:� ��q�lro i� ijlA•�►•fit •/ • � `�'^,'rpgol5 hurl•' •\�!{�.• //VL- John Gray,Assistant Secretary M.Ross Fisher,Senior Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 5th day of January,2018,before me personally came M.Ross Fisher,to me known,who being by me duly sworn,did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. a Kathleen T.Maynard Notary Public CERTIFICATE My Commission Expires July 31,2021 , I,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of September 17, 2019. Signed and sealed at the City of Hartford. ty*7tWi ra°aA0°r' ea v x�^trs act wR, ""� �+•.tr � i�we•.i•.rte:o�'r• toe i - ar e 8 r a 3r a� ro •Fi '�N� f "r q a ,,bar ,vt • a•af � r9� 1F5 i`t l • 9 '� • • '0ri,_•:� 'W.� Ip y to y huwr5 hnur� \�o /k,,n Kevin H ,Assistan Vice President 00A 20te I No. 0t 1 7 N() Fee41-5� THE COMMONWEALTH OF MASSACHUSETTS %teredinc puto� ec: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS Yes .flplitation for Bisposal&pstem Construction 3permit Application for a Permit to Construct( Repair( ) Upgrade( Abandon( ) 216implete System ❑Individual Components Location Address or Lot No.(pT-�2"$-7 - vr� 3� Owner's me,Address, d Tel.No. 30 Assessor'sMap/Parcellu �, f 0 70-061-00 k1 N Installer's Name,Address,and Tel.No. Desi-gner's �u.ace NbmAddress, nTel., � Type of Building: Dwelling No.of Bedrooms 7 Lot Size ��,'2 ]� sq.ft. Garbage Grinder(fvJ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fba res Design Flow(min.required) .77D gpd Design flow provided I gpd Plan Date Sv r2\\ r Zb l H Number of sheets Revision Date True lk- As" \AwkP e& S�MDraJtf V� Size of Septic Tank 2.660 G\.N ' Type of S.A.S. i r, Description of Soil V� Ig042 U1e elft.ik� 1049,11 %&`([etsLYl t0 Z6' u3 tha lu_ Itrie, HP4 Co9r.�( 7hrutJ {b-110 L upldk_ t-S 14�1a w+r0 5t>�7 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of licahh. Si ed Date Application Approved by/ '--� Date 20/ Application Disapproved b tZ Date for the following reasons Permit No. —Z O Date Issued 6(Zy/_Z01 q --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(/f Repaired( ) Upgraded( ) Abandoned( )by at LEIT Z8 -t�r�.� fir. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. !-Zq0 dated /ZY /ig1� Installer Designer #bedrooms_1 Approved design flow 770 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -- _ ----------- No.ZI` —Z`IO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal 6pstem (construction 3permit Permission is hereby granted to Construct(/f .Repay( ) Upgrade( ) Abandon( ) Systemlocatedat C C 2h_1 - %,r .o_ 30 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit Date—��Z��Zo l!j Approved by —�� Doc: 1 P 374 P 507 47-1 7-goi-9BARNSTABLE LA14V -T8 COURT REGISTRY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 Lill— WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town A. General Information Please note: BARNSTABLE this norm has t.From:been modified Conservation Commission i with added 2.This issuance is for space to a.®Order of Conditions b.❑Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: Requirements .0 LindAnd Kevan Gibson Important: a.First Name b.Last Name L When filling [� out forms on c.Organization V the 2139 Oyster Harbors computer,use only the d.Mailing Address tab key to Osterville MA 02655 move your e.Cityfrown f.State g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): returnkey. ITV a.First Name b.Last Name Ilk Af R & c.Organization ramn d.Mailing Address e.City/rown f.State g.Zip Code 5. Project Location: Portion of 30 Indian Trail Osterville a.Street Address ; b.City/Town 070 009 006 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: d m s d m s d.Latitude e.Longitude k wpaform5.doc•rev.6/16/2015 Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695MassDEP FI►e# Ll WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Cityrrown A. General Information (cont.) 6. Property.recorded at the Registry of Deeds for(attach additional information if more than one parcel): BARNSTABLE CTF 199323 LCP 15354-147, Lot 287 a.County b.Certificate Number(if registered land) c.Book d.Page 7. Dates: 06/13/2019 06/25/2019 07/10/2019 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Revised Site Plan a.Plan Title _Sullivan Engineering John C. O'Dea, P.E. b.Prepared By c.Signed and Stamped by 07/01/2019 1"=20' d.Final Revision Date e.Scale f.Additional Plan or Document Title g.Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed Is significant to the following interests of the Wetlands Protection.Act(the Act). Check all that apply: a. ❑ Public Water Supply b. ❑ Land Containing Shellfish c' ® Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries f. Z Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention I. ® Flood Control i 2. This Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications,or other proposals submitted with the Notice of Intent, these conditions shall control. I wpaform5.dcc• rev.6/16=15 Page 2 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection :Wetlands SE3-5695 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE cityfrown B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore,work on this project may not.go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Acts interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it Is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Resource Area Alteration Alteration Replacement Replacement i 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies and a,square feet b.square feet c.square feet d,square feet I Waterways e.cly dredged f.cly dredged 7. ❑ Bordering Land I Subject to Flooding a.square feet b.square feet c.square feet d.square feet 1 Cubic Feet Flood Storage ` : e,cubic feet f,cubic feet g.cubic feet h,cubic feet s. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- f 200 ft g,square feet h.square feet 1•square feet j.square feet wpaform5.doc• rev.6116=5 Page 3 of 12. i I ' I F ' i ' Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 :LIS] WPA Form 5 -- Order of Conditions MassoEP Fila# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction'# BARNSTABLE City/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet a ely dredged d.c!y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below. 13. ❑ Coastal Beaches cu yd cu yd a.square feet `b.square feet. c.nourishment d.nourishment 14' ❑ Coastal Dunes cu yd cu yd. a.square feet b.square feet c,nourishment d.nourishment i 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b,square feet 17. El Salt Marshes a.square feet b.square feet c.square feet d.square feet ! 18. ❑ Land Under Salt ! ! Ponds a.square feet . b.square feet i c.dy dredged d.cly dredged 1g. ❑ Land Containing I' Shellfish a.square feet b.square Teet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cly dredged b.c/y dredged 21. ❑ Land Subject to 4750 Coastal Storm a.square feet b.square feet Flowage 22. ❑ Riverfront Area a.total sq.feet b,total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet I.square feet j•square feet wpaform5.doc•rev.08/2015 Page 4 of 12 1 I Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands.Protection.Act M.G.L. c. 131, §40 eDEP.Transactlon# ILIBARNSTABLE Cityrrown B. Findings (cont.) "#23..Ifthe 23. ❑ Restoration/Enhancement*: project is for the purpose of restoring or a,square feet of BVW b.square feet of salt marsh enhancing a wetland resource area 24, ❑ Stream Crossing(s): In addition to the square footage that a.number of new stream crossings b.number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section BAc (BVW)or The following conditions are only applicable to Approved projects. B.17.c(Salt Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures shall be deemed cause to revoke or modify this Order, the additional 9 Y Y amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights, 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. C. If the work is for a Test Project, this Order of Conditions shall be valid for no more than one year, 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration . date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant,subject to the provisions of 310 CMR 10.05(11)(f). 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 7/0 10/2023 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris,1 including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. wpaforrn5.doc•rev.61%=5 Page 5 of V r II • _ J Massachusetts Department of Environmental Protection Provlded by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 WPA Form 5 — Order of Conditions MassDEP File# ILI Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# BARNSTABLE Citylrown C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if suchhran appeal has.been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land Is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet-or more than three I square feet in size bearing the words, I • °Massachusetts Department of Environmental Protection"[or, "MassDEP"I j "File Number SE3-5695 " 11. Where the Department of Environmental Protection is requested to issue a Superseding i Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. i 12: Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified In Condition#13 above shall require the applicant to inquire of the Conservation Commission In on whether the change is significant enough to require the filing of a new Notice of Intent. i 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpatorm6.doc•rev.8116W5 Page 6 or 12 I I i I ' Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 MassDEP File# Ll WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/rown C.-Genelral Conditions Under Massachusetts Wetlands Protection Act(cont.) 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland;the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been'issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order(the"Project") (1) ❑ is subject to the Massachusetts Stormwater Standards i (2) ® is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards,then the project Is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, ! shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable,the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System j Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff.maybe discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified In the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; /i. as-built final construction BMP plans are Included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; K. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; I wpatorm5.doc• rev.6/16/2015 Page 7 or 12 i I Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE Citylrown C. General Conditions Under Massachusetts Wetlands Protection Act(cont.) iv, all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans)approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible,for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party-(defined in General Condition 18(e))shall execute and submit to the issuing authority an.Operation and Maintenance Compliance Statement(°O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan")and certifying the following: i.)the 0&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and Ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another parry accepts responsibility,the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the Issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions.or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the . required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and.maintain all stormwater BMPs In accordance with the design plans,the O&M Plan,and the requirements of the Massachusetts Stormwater Handbook. i i I i vjpafbmAdoc-rev.6116=5 Page 8 of 12 i I i Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 Ll WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE ` City/rown C. General'Conditions Under Massachusetts Wetlands Protection Act(cont) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, Maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request;and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each.BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) • Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. J) . The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written iapproval of the issuing authority. 1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be 1 at least six inches above grade to allow for wildlife passage. Special Conditions(if you need more space for additional conditions, please attach a text document): I I I I 20. For Test Projects subject to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. wpaformMoc• rev.611G=5 { Page 9 of 12 f i I ILIMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource-Protection -Wetlands SO-5695 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The BARNSTABLE hereby finds(check one that applies): Conservation Commission a. ❑that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or.bylavli,specifically:'. 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. O.that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: BARNSTABLE S.237-1 - I 1.Municipal Ordinance or Bylaw 237-14 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify-or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows(if you need ! more space for additional conditions;attach a text document): See pages 10.1, 10.2, and 10.3. i I i i i I I i i i wpaform5.doc• rev.6/16/2015 Page 10 of 12 i , r r Name: Linda and Kevan Gibson Approved Plan=Revised Site Plan dated 07/01/2019 by John C.O'Dea,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions.of this Order of Conditions.may have serious consequences. Consequences may include: issuance of a Stop Work Order;fines;requirement to remove un-permitted structures; requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance,and more. The General Conditions of this Order begin on Page S and continue through Page 9. The Specia Conditions contained herein and all Conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission Division prior to the start of work. I General Condition Number 10(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6: Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line.Wattles maybe used instead,following consultation with the Conservation Agent. Where authorized for use,wattles shall be 8"in height at the minimum, Effective sediment controls shall remain until the site is stabilized with vegetation, then they shall be removed. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission., Note: The strawbales and siltation fence(or wattles,where approved)must show in the foreground (or bottom)of the photographs. 10.1 Revised 2/26/18 r - iR. The following additionaLConditionsshall-gamer-nAagr-eject-once work-begins.--riote,-especiall_y �� Spe'cia7onidihon umber 16,requiring verification of the locatfons of the foundation and strawbale line. 8. General Conditions,Numbers 13 and 14(changes in plan)shall be complied with. 9. General Condition Number 18(maintaining sediment controls)shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site,including cutting of vegetation,beyond the work limit. This condition shall continue over time. The only exception would be those disturbances with specific prior approval. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years from the date of issuance. 14. An Amended Order does not change the original date of expiration of this Order of Conditions. 15. This approval is contingent upon the approval of the Board of Health for the subsurface sewage disposal system. 16. Upon completion of the foundation and/or retaining wall(s),the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and/or retaining wall(s)and work-limit line,and note any discrepancies from the approved plan. If verification is in the form of an"as-built"plan,the plan provided shall be drawn at the same scale as the approved plan. 17. No CCA-treated or creosote-treated materials shall be used. D 18. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By- Law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consultation with the Building Commissioner, 19. Drywells shall be installed to accommodate roof-runoff. 20. Pool and spa shall be disinfected by ozone injection or alternate method,as approved by the Conservation Commission. Drawdown water shall be sent to an appropriately sized leaching basin. Upon installation,a letter i shall be submitted by the installer verifying that disinfection and leaching basin requirements have been met.The location and capacity of the basin shall be verified and the means by which Dawdown will be directed to the basin i shall be described. 21. During construction,no area shall be left un-mulched or un-vegetated for more than thirty(30)days. All areas disturbed during construction shall be re-vegetated immediately following completion of work at the site. Mulching i shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. i 10.2 Revised 2/26/18 I 22. All proposed lawn areas shall he underlain with a miniminn of six f.{)inches,of loam- 23. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or`W.IN') and low- phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided(not-to-exceed,limit=I pound of nitrogen Per 1,000 sq.ft.of lawn per application). No fertilizer shall be spread on hard surfaces such as driveways and sidewalks. 24. Vista-pruning is approved under this order,but will require a revised plan to be submitted.onm house is constructed. It shall also be done in accordance with Conservation Commission guidelines.,Advance consultation with the Conservation Agent is required. IV. After all work is completed,the following condition must be promptly met: 25. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and I returned along with the request for a Certificate of Compliance and appropriate fee Where a projecthas been ! completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with I the plans,setting forth what deviatiou(s),if any,exists with the record plans approved in the Order. This statement shall accompany the request for a Certificate of Compliance and fee,along with an undated sequence of color photographs of the undisturbed buffer zone r i I r i 10.3 Revised 2/26/18 i i 0 r r Massachusetts Department of Environmental Protection T Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5695 MassDEP File# WPA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# BARNSTABLE City/Town E: Signatures This Order is valid for three years, unless otherwise specified as a special JUL ' 0 2019 condition pursuant to General Conditions#4,from the date of Issuance. 1,Date of Issuance Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. 2,Number of Signers .The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and a pr erty pwner,if different from appllcant. U. Signatures: ❑ by hand delivery on L�(J by certified mail, return receipt requested, on 0 2019 Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to Issue a Superseding Order of Conditions. The request must be made by certified mall or hand delivery to the Department, with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form, as provided in.310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if.he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the Wetlands regulations(310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpaform6.doo•rev.611UMIS Page 11 of 12 I e' AS •, 1 CONTENTS: .A000 COVER SHEET STRUCTURAL DRAWINGS: A001 GENERAL NOTES AND PROJECT DATA S001 GENERAL NOTES S002 TYPICAL DETAILS CIVIL DRAWINGS: S003 TYPICAL DETAILS -SURVEY S100.1 FOUNDATION/BASEMENT PLAN SITE PLAN S100.2 FOUNDATION/BASEMENT PLAN S101.1 GROUND FLOOR FRAMING PLAN ARCHITECTURAL DRAWINGS: S101.2 GROUND FLOOR FRAMING PLAN S102.1 SECOND FLOOR FRAMING PLAN A100 FOUNDATION REFERENCE PLAN S102.2 SECOND FLOOR FRAMING PLAN A100.1 FOUNDATION PLAN WEST S102.3 SECOND FLOOR FRAMING PLAN A100.2 FOUNDATION PLAN EAST S103 ROOF FRAMING PLAN A101 GROUND FLOOR REFERENCE PLAN S401 SECTIONS AND DETAILS A101.1 GROUND FLOOR PLAN WEST S402 SECTIONS AND DETAILS A101.2 GROUND FLOOR PLAN EAST S501 SECTIONS AND DETAILS A102 SECOND FLOOR REFERENCE PLAN S502 SECTIONS AND DETAILS A102.1 SECOND FLOOR PLAN WEST A102.2 SECOND FLOOR PLAN EAST A103 ROOF PLAN A200 REFERENCE ELEVATIONS-NORTH&SOUTH A201 REFERENCE ELEVATIONS-EAST&WEST A202 EXTERIOR ELEVATION-MAIN HOUSE NORTH A203 EXTERIOR ELEVATION-MAIN HOUSE SOUTH A204 EXTERIOR ELEVATIONS-MAIN HOUSE EAST&WEST N A205 EXTERIOR ELEVATIONS-GUEST&MASTER SUITES A206 EXTERIOR ELEVATIONS-GARAGE V A207 EXTERIOR ELEVATIONS-GYM Barnstable Bldg.Dept. � F- A300 BUILDING SECTIONS-LIFE ROOM - A301 BUILDING SECTIONS-MUD ROOM Approved by: _ A302 BUILDING SECTIONS-FOYER U A303 BUILDING SECTIONS-GUEST WING Permit#: &�33 c A304 BUILDING SECTIONS-MASTER WING /G Q A305 BUILDING SECTIONS-GARAGE ! / 33`� A306 BUILDING SECTIONS-GYM G C A500 DETAILS-MAIN HOUSE J ! 3 A501 DETAILS-GUEST WING A502 DETAILS-GARAGE A503 DETAILS-LANDSCAPE SEAPUIT RIVER RD . - RESIDENCE - PROGRESS: OSTERVILLE, MA NOTFOR CONSTRUCTION SEAPUIT RIVER RD. RESIDENCE BA SEAPUIT RIVER ROAD OSTERVILLE.MA COVER SHEET ISSUED FOR PERMIT SEPTEMBER27, 2019 A000 L > SYMBOLS LEGEND: GENERAL NOTES: ZONING INFORMATION: / ABBREVIATIONS: 0 AT LV.L. LAMINATED VENEER LUMBER W WEST r�/'�' �\ CL CENTERLINE LAM LAMINATE/LAMINATED WRC. WESTERN RED CEDAR 1. GRID LINES �-- \'J �4J Y AXIS 1. CODES:ALL WORK SHALL CONFORM TO THE MASSACMUSETTS STATE BUIL......E, PROJECT ADDRESS: TT TT STH EDITION. PL PROPERTY LINE lAV LAVATORY W.C. WATER CLOSET 69 SEAPUIT RIVER ROAD 0 DUUAETER L.F. LINEAL FEET WD WOOD 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. OSTERVILLE,MA 0 POUND OR NUMBER LOC LOCATION W.F. WIDE FLANGE B __ XAXIS NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICT EXISTS. (E) EXISTING LP. LOWPOINT W.H. WATER HEATER o- I I JURISDICTION: (N) NEW LT LIGHT wo VA OUT WINDOW 3. CONTRACTOR SMALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK NOTIFY OSTERVILLE,MA WIN THE ARCHITECT OF ANY DISCREPANCIES. ABV ABOVE MAS MASONRY WP WATERPROOF ROOM ROOM NAME 4. VERIFY ALL ROUGH4N DIMENSIONS FOR EQUIPMENT.PROVIDE ALL SUCK-OUT ASSESSOR'S REF. ACC ACCESS MAX MAXIMUM WR WATER RESISTANT 2. ROOM REFERENCE •-• ROOM NUMBER BLOCKING,BACKING,AND JACKS REQUIRED FOR INSTALLATION. MAP 70.PARCEL 9.2 ACOUS ACOUSTICAL M.B. MACHINE BOLT WT WEIGHT FLOOR FINISH FLOOR FINISH A.D. AREA DRAIN M.G. MEDICINE CABINET S. VERIFY LOCATION OF ALL EXISTING UTILITIES AND SLEEVING:CAP,MARK AND PROTECT ADJ. ADJUSTABLE MDF. MEDIUM DENSITY FIBERBOARD AS NECESSARY TO COMPLETE THE WORK PROVIDE AS-BUILT PLAN OF ALL UTILITY LEGAL DESCRIPTION: AF.F. ABOVE FINISHED FLOOR MOO. MEDIUM DENSITY OVERLAY LOCATIONS. SEE SURVEY BY CAPE SURV AI.B. AIR INFILTRATION BARRIER MECH MECHANICAL 3. DOOR REFERENCE 701 DOOR NUMBER ALT ALTERNATE MLAM MICROLAM 6. ALL WOOD IN CONTACT VMTH CONCRETE TO BE PRESSURE TREATED. LAND-USE ZONE: ALUM ALUMINUM MEMB MEMBRANE APPROX APPROXIMATE MTL METAL 4. WINDOW/SKYLIGHT REFERENCE O WINDOWTYPE 7. SERVILE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. RF-1 ARCM ARCHITECTURAL MFR MANUFACTURER MIN 'MINIMUM S. PROVIDE EBLOCKI AT ALL LOCATIONS REQUIRED BY THE BD BOARD MSC MISCELLANEOUS 4. SUILT4N REFERENCE ® BUILT4N NUMBER MASSACHUSETTS STATETE BUILDING CODE. OVERLAY DISTRICT: AP-AQUIFER PROTECTION DISTRICT BLDG BUILDING MITI) MOUNTED 9. PROVIDE DRAFTSTOPPING AT ALL LOCATIONS REQUIRED BY THE BLKG BLOCKING MAT MATERIAL MASSACHUSETTS STATE BUILDING CODE. E SM BEAM MUL MULLION FLOOD ZONE: g B.O. BOTTOM OF 10, MOUNT ALL DOOR HARDWARE HANDSETS AT 36'TO CENTERLINE UNLESS X,AE(EL12).S VE(EL74) W VI ARCHITECT. BOT BOTTOM N NORTH 1 DRAWING NUMBER OTHERSE NOTED.VERIFY ARCHITECT. a WA NOT APPLICABLE S. EXTERIOR ELEVATION 11. USE CAST IRON WASTE LINES FOR ALL PLUMBING IN CEILINGS AND WALLS. CAB CABINET N.I.C. NOT IN CONTRACT A201 SHEET NUMBER G.B. CATCH BASIN NO NUMBER 12. ALL INSULATION MATERIALS SHALL HAVE FLAME-SPREAD RATING NOT TO EXCEED 25 AND A LAND USE REQUIREMENTS CEM CEMENT NAT NATURAL SMOKE-DEVELOPED RATING NOT TO EXCEED 450.PER MASSACHUSETTS STATE BUILDING CODE CER. CERAMIC C.I.P. CAST4N-P CE OA OVERALL 73. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. C.J, CONTROL JOINT O.C. ON CENTER REQUIRED: CLG CEILING O.DIA. OUTSIDE DIAMETER 1 DRAVANG NUMBER 14. THE CONTRACTOR IS REQUIRED COORDINATE BETWEEN THE TRADES THE SEQUENCE CLKG CAULKING O.D. OVERFLOW DRAIN 6. BUILDING SECTION OF CONSTRUCTION AND THE REQUIRED RED REVIEW AND APPROVALS FOR THE MOUSE LOT SIZE: 87,120 SF(2 ACRES) CLO CLOSET OFF OFFICE A307 SHEET NUMBER TO BE CERTIFIED AS ENERGY STAR COMPLIANT. FRONTAGE: 20'MIN. CLR CLEAR OM OVERHEAD C.M.U. CONCRETE MASONRY UNIT OPNO OPENING SET-BACKS: 30 FROM YARD SETBACK LNTR. COUNTER OPP OPPOSITE VICINITY MAPS. IS SIDE/REM SETBACK COL COLUMN OP.HD. OPPOSITE HAND CONC. CONCRETE CONN. CONNECTION PERF PERFORATED 7. DETAIL SECTION i .1-NG NUMBER - CONT. CONTINUOUS PER PERPENDICULAR A501 SHEET NUMBER HEIGHT RESTRICTION: 3Qd OR 212 STOG14T OF CORR CORRIDOR PL PLATE (AVERAGEOOFPL N THE C.T. CERAMIC TILE PLAM PLASTIC LAMINATE HIGHEST ROOF PLANE) CPT CARPET/CARPETED PLAS PLASTER (MEASURED FROM MEAN CTR CENTER PWD PLYWOOD /� FINISHED GROUND LEVEL PNL PANEL DOUBLE PR PAIR I 1 DRAWING NUMBER AT THE PERIMETER OF DEMO DEMOLITION PRCST PRECAST 8. DETAIL CALLOUT 101 SHEET NUMBER THE STRUCTURE) DBL DTL DETAIL PT POINT DIA DIAMETER PTO PAINTED J DIM DIMENSION PTN PARTITION J DN DOWN R RISER D.O. DOOR OPENING GROSS BUILDING AREA: DR DOOR RA RETURN AIR T.O.8u6FLOOR DESCRIPTION N DW DISHV/ASHER RAD RADIUS 8. ELEVATION REFERENCE ELEV:l00P Iw.lp SITE ELEVATION MAIN MOUSE: LOT COVERAGE: DWG DRAWING R.B. RUBBER BASE (PROD.LOCATION) R.D. ROOF DRAIN FIRST FLOOR: 4006 SF UPLAND AREA. 89242 SF u E EAST RET RETAINING EA EACH REF REFERENCE SECOND FLOOR: 513 SF BUILDING FOOTPRINT: 6013 SF W EL. ELEVATION REFR REFRIGERATOR 1 DRAVMNG NUMBER SCREENED PORCH: 513 SF ELEC ELECTRICAL REINF REINFORCED 10. INTERIOR ELEVATION REFERENCE = 1 a TOTAL: 53778E %COVERAGE: 6.7% SHEET NUMBER ENLL ENCLOSURE REM REMAINDER EO EOUAL READ REQUIRED 3 GARAGE: EQUIP EQUIPMENT REV REVISION REVISIONS I REVISED EST ESTIMATE RGTR REGISTER FIRST FLOOR: 935 SF V EXIST EXISTING R.K RIGHT HAND SECOND FLOOR: 956 SF EXP EXPANDED I EXPANSION RM ROOM MOST RECENT REVISION SHOWN TOTAL: 1891 SF Q� EXPO EXPOSED/EXPOSURE R.O. ROUGH OPENING_ 11. REVISION REFERENCE al CLOUDED.SYMBOL REMAINS FOR EXT EXTERIOR R.V.P. RADON VENT PIPE PREVIOUS REVISIONS.REFER TO GYM: Q R.W.L. RAIN WATER LEADER REVISION DATES INDICATED F.D. FLOOR DRAIN ALONG RIGHT MARGIN. FIRST FLOOR: 486 SF F.E. FIRE EXTINGUISHER S SOUTH F.F. FINISH FLOOR S.AF. SELF-ADHERED FLASHING N GROSS: FIF FINISH TO FINISH S.AM. SELF-ADHERED MEMBRANE CD FIN FINISH S.C. SOLID CORE 12. NORTH ARROW INDICATES NORTH FIRST FLOOR: 5 SF FDN FOUNDATION S.D. SMOKE DETECTOR SECOND FLOOR: 1814 SF FLASH FLASHING SCARED SCHEDULE TOTAL: 7934 SF FL FLOOR/FLOORING SECT SECTION FLUOR FLUORESCENT S.G. SAFETY GLASS F.O. FACE OF SH SHELF MATERIALS LEGEND: _-- - - - - F.O.C. FACE OF CONCRETE S.I.P STRUCTURAL INSULATED PANEL - - - F.O.I.C. FURNISHED BY OWNER-INSTALLED SMR SHOWER BY CONTRACTOR SKT SHEET WOO - F.O.M. FACE OF MASONRY SHT.MTL.SHEET METAL SHIM BLOCKING PLYWOOD F.O.S. FACE OF STUDS SHTG SHEATHING SHIM F.O.F. FACE OF FINISH 61M SIMILAR BUILDING CODE INFORMATION: FR FRAME SL SLAB FRPF FIREPROOF S.O.G. SLAB ON GRADE ® FINISH WOOD ® FIELD STONE BUILDING CODE: FRPL FIREPLACE SPEC SPECIFICATION MASSACHUSETTS STATE BUILDING CODE,9TH EDITION FTG FOOTING S.P.F. SPRUCE.PINE,FIR FT FOOT OR FEET S.F. SQUARE FOOT(FEET) ENERGY CODE: FURR FURRING SQJN. SQUARE INCH(ES) BATT INSULATION EARTH 20151ECC(ADOPTED BY MASSACHUSETTS JANUARY 1,2017) FUT FUTURE S.S. STAINLESS STEEL F.W. FULL WIDTH STA STATION GA GAUGE STD STANDARD GAL V GALVANIZED STL STEEL G.C. GENERAL CONTRACTOR STOR STORAGE RIGID INSULATION GRAVEL STRUCT STRUCTURAL GL GLASS SUSP SUSPENDED PROJECT DIRECTORY: GIAM GLUE-LAMINATED SYM SYMMETRICAL PROGRESS: GR GRADE CONCRETE CEDAR SHINGLES G.W.B. GYPSUM WALL BOARD T TREAD MA T.B. TOWEL BAR SONRY UNIT NOT FOR H.B. HOSESIB T.C. TOP OF CURB GENERAL CONTRACTOR ARCHITECT H,C, MOLLOWCORE TEL TELEPHONE CM NEWTON HUTKERARCHITECTS CONSTRUCTION M.D.O. HIGH DENSITY OVERLAY TER TERRAllO (�'\ CONCRETE ® BRICK VENEER 919 MAIN STREET 533 A 0 MDR HEADER TBG TONGUE AND GROOVE I 919OSTERVILLE.MAIN STREET 02655 533 PALMERPAL TH,MA02540 MDWD HARDWOOD T.G. TEMPERED GLASS PHONE: WS.428.5528 PHONE: 508.540.0048 HOWE HARDWARE THK THICK - FAX: FAX: S08.540.4004 HEM HEMLOCK T.O. TOP OF CONTACT: DAVID NEWTON CONTACT: MACKENZIE PRATT H.M. HOLLOW METAL T.O.S. TOP OF SLAB I TOP OFSTEEL STEEL SEAPUIT RIVER HORZ HORIZONTAL T.O.W. TOP OF WALL H.P. HIGH POINT T.P.H. TOILET PAPER HOLDER RD. RESIDENCE MR HOUR CIVIL ENGINEER LANDSCAPE DESIGNER TYP TYPICAL SULLNAN ENGINEERING AND CONSULTANTS TRANQUIL LAKE NURSERY 89 SEAPUIT RIVER ROAD HT HEIGHT ALUMINUM 711 MAIN STREET/PO BOX 659 45 RIVER STREET HVAL. HEATING I VENTILATING U.N.O. UNLESS OTHERWISE NOTED ® OSTERVILLE.MA 02655 REHOBOTH.MA 02769 OSTERVILLE MA NE: 508.428.33" /AIR CONDITIONING PHONE: PHONE: 508.2SZ4002 H.W. MOT WATER VCT. VINYL COMPOSITION TILE FAX: FAX: 508.252'4740 VEN VENEER CONTACT: JOHN O'DEA CONTACT: WARREN LEACH I.D. INSIDE DIAMETER VERT VERTICAL WOOD FRAMING IN INCH VEST VESTIBULE (CONTINUOUS) GENERAL NOTES INSUL INSULATION MECHANICAL ENGINEER STRUCTURAL ENGINEER INT INTERIOR Z.C.C. ZINC COATED COPPER TE2 ENGINEERING,LLC. VEITAS AND VEITAS AND PROJECT J.B. JUNCTION BOX ® FIREBRICK 372 UNIVERSITY AVENUE EMS GRANITE STREET.SUITE 101 DATA J.F. JOINT FILLER WESNE: MA PHONE:BRAINT EE,MA PHONE: 781.33a,0323 PHONE: 781.849.2065 FAX: FAX; CTOBOLSKI Jf JOI CONTACT: JOHN GOWNS CONTACT: ERIC TOBOLSKI ' APPROXIMATE LOCATION OF SITE A 0 0 1 vmrs4�v..m v..wrm.euoo .+w.mr,.,.�w..e.aa•u.w.>m..vevms� ASSESSORS REF.: SE?'a\ •'1 Map 70. Parcel 9-2 'S kGa eD{ISLlno OVERLAY DISTRICT: ;1y AP- Aquifer Protection District A'. I USG'* a : ,IR ZONE: FLOOD ZONE: RF-I {/Y X. AE(EL12). & VE(EL14) Area(min.) O N 87,120 5E(RPOD) Bosed ap Fm20 2500o0 Wonto sn i2 ' o•�ap. •v_L Setbacs:25001CC077557d Front JO' July 16, 201J4 Side 15 t�. \ Rear 15'• LOCATION MAP: { Scale: I' 2000'f 9/ U. 1/ �O P`4 N Lot 288 / / _._ / / r lL. / -----'�'--•---------'- ---'�-`---- ,------'--'--'--'--'--'----,---------- 1 L---'--"--1----'--'--:1---"----------------------------------------_., '--'-- -.J'.......i.........1 ti /Rome vwt Inveatmwta uc 11 U /�•`V O° y?,s /' 1 480.33' �...._.. e // I I l / 1 N;90'00'00'E i Il 1 I I' // //� 1. / ------ .--------------'-------------•--------------•--------=----------------=--'----------------'--------------------------------`------------.1. .. .,� al 1B-' _ / l I ✓' I I I I% I I / " I I 1' �I ;1 �/ 1 !t Lot 287 A 89,242±SF upland 2.053Ac / 1 l/l / \( I 11 , " , 5E II, weand . c 98272t5FTotal (sf-2I:2)226tAc ?„i f \ s0•'\• / / / ! / / { 1 I I I 1 1, :\ 1 I li I z s 1L 241A Zn oe Lines Ds Shown on-FIRM-__-- Panel®25001CO756J Rev July 2014 wetland Area —10' I I I Eli / FEMA Zone Lines / / ,d�pin / / / _ - ^r `\ of Shown on J 'O\ 1 I _ I 1 / +,�.♦ Panel d 25001LO756J >..........._............: // \ `, I i ��L 291 25001COS75J / / / / // / __,_- I I ' I I /. as Flogged bltleni y EENSR'I/ E/• ,/1 1` I' W / e Rev July 16, 2014 / 1 / 'r9H� S Si• /`'� / 777 / / / / / /,% // // _` \ I I 1 l / I EIe .. I / Legend: `4'0, <"; / / / ,/ / // // :�` // // /• `'. I I / I I / . // ® wan s // /'�.. / // //'� ,/ ,/ /� -Up at SeDnann uwna - `♦ I I I ! I 1 ./ / / 1'I LOt;284�• ® Catch Baala as Flassee by Er+sR, \♦ I I 1 I / / iy J 1 \� O Ridrvnl i/ /,C/ / / / /•..: / // // � � \ 0 CB/DN-cworete Bound // /� /'�. ! // ��` / // / // / _ \ \ _ 01-1 O LOW y pee °// // /i �`B�� i i' , 0 LCB-Lwd Court Bound • / / '--'-`'--'-=--'----'--�-'--'- !__.--' --^"- --'= ' 'Zeno-- \♦ � Light Foal / ` / - _._�.__.__.__.__.__.__.__.__.__.�___.__.__.__.__._��_. I Wal ® wotar cote(.waa) / I ! / / r ! / / / , / / ,a ,4�� -�•, � _ — — � '' \\ y.,' EB.d ® caa cote(reunel watlwe Flas ' / I / / / , - 'SN2] - I \ N Owrbwd lyvee l !( f 1 - 445.75' ne.allw cwewr / / I ! l / I l I //sv2e //. '7II. .,_r' - / / ...`� l _ I// aware \.\ 1 __2s__ / /i ! / /4 It \ \` N� 'ilaaaa0-by ENYt \ fT� /' Estate of Roche L Nelw \ �0 \ �� '•\• +..1 \ Al II.. \DEB JII. ; Soft Marsh Notes/Revision: - PREPARED FOR: PREPARED BY.• rifle: 1.) This topographic information shown was obtained Home Port Investments LLC C a p e S U ry Existing,Candif-Ons Plan r(o on the )09/ A conventional survey methods an y _ Of:-Lest'287 On Indian Trail O (or between)09/MAY/13 and 02/MAY/18. 23 West BD Rd, Suite.0 Osterwlle MA 0265.9- MASS 2.) The property line information shown hereon was (gOB�p20,.4sga/420-3B9slaa BARNSTABLE (Oyster Harbors compiled from available record information. � � 3.) The elevations ore based on NAVD'88, o feed /"" /' o' mean sea level datum. 20 0 10 20 40 BO Feld:µrlK/RRL.r,,•,::R,..'SiC Review: RRL t :comp.: RRL Job/.• C-405.15 Dote: October 18,2018 Scale: __ Droll RRL/KAR Growing B+ C405_15 1 e- 1201 20' e PERC TEST:19,042 DIRECTIONS: ZONE: PFRFORA BY:RBIN OMEA.PB-SUWVAN 04GDIMUM 115. &CONSUl.TB14B4C From Hyannis take Route 28 toward Osterviae. RF-1 \- SOILEVALUATORNaall Take a left onto Osterw Is West Barnstable Road Area(min.)87,1205E(RP00) WRNmED BY:DAVm srANTWLit6.-TOWN OF BARNsrABly and follow t0 the end. Take o le/t onto Main WINE.a19 Fron togs(min)20' O Street. Take a right onto Parker Rood. Take a width(min) i25' `J $ITE PASSED right onto West Say Rood and continue as it Setbacks: bears to the left and becomes Bridge Street. Front 30' Follow over the drawer bride to Oyster Harboro 4 r �roI I TEST HOLE-4 EL 163 Gatehouse. Co left on Oyster Way and follow to TEST HOLE-3 FL Ids YS 7 Rear 15' TEST HOLE-1 a n,a TEST HOLE-2 ELnz Seapuit River Road; Site Is on the tell past , MT LAYF31H RO OJA IAYFR IOYR 3G Indian Trail.1 DARK GRAYIHBRO 0/K uvmlBYRO DARK anAYLSFi BROWN DARX GRAYISH BROWN OVERLAY DISTRICT.'I DARK GRAYISH BROW DARK ORAYLflI BROWN 12 sAMB)Y LOAM r SANDY IAAM 7 i.\. . SANDY ILO— SANDY LOAM - / Io B • Bw 10 YELLOWISH BROWN Y�EISDK'I58B oW7a - AP-Aquifer Protection District _ .l 9/ DI.00AMY SMID 1 fAAMY SAND LOAMY°.WD 6 IAAMY9AtID 1 a P t "B R a . ` LIQH,Rm C LtO1ITIBED'& iSGfRRED ISGHT RID FLOOD ZONE: I "'Ea sArm MEDSAND I MOnsAnm Men sAHD X, AE(EL12), & VE(EL14). ' L A 21 DA13Dlg$GONE IN IOMBr. Based on Mop j c - �� UGAIS.ONS OOHBW11 MDr.lO PBRCRA7E<2/AWM TAR-0.,<) 25001C0756J& LOCATION MAP: // r I tsar pA7ED AMWIN 0.TAR-R,q ' 0. 25001C0757J Scale: 1"-2000's= D.I63 July 16, 2014 OROUNDW,'fERPBRPERC/9302 1 I ;A ES ORS R n / Lot 28 I \ \\ / ' I �l 1 1 1 Nn' t Map o, Pa at 9-6 II 6 / 1 Name Pat In.eafinenta t1C • a s�y9/0• 1 1 ! 1 \ E\ 1 1 I ! ! /r 1 // /: / I I480.33' 1 I 1 / -I e ` I I N 90'00'00'E / . fT It I IS PROWDi WORK L1141T /`t)' ®q.(� / ! O I CON915TING p a" C 'fe / f / I / I I�HAY BALES,OR WADQLES ell I ) 1 I 2Y INTH SILT,FENCINL\ / 11 I \\ \\ \\ \\\ \ \I I IE15 1 ' \ II .2 I 1 • 1 / 12 /-• 1 ! Lot 207 \\\ � I II POSED l 17' 11 89,2423SF upland 2.85.*Ac •_t0i ' / Pp,/IELt1M�i5 %/. > I 18,272zESF Total nd 2.?6fAc(.4f-21. I I j II g•�xr.-ao]g 4•�\� / P1Z�pSED O //FF E � �Htl 1 I I / / I Il I 1\ \\ x42 11 I 1 o l II^1✓X/_�J // // �ARAGE IS.0 6' 1oD __-16-�. ROpOSEO A8.EG ABIVE / 'PROPOSED/ / 5 u // REwS ,It fly Erl� 11 UNN BELO / 710 / EL.13. .� i9 L i I Eege,r wetland \ 1 1 PA F.F. / WORK I \ I I too /// 5 / �ne IT Twig EL. FlaWee Dy Brad Hal \ \ o 'a / / > ro / i .,,/1 \ !I f6-_rs3-2019 /. // / O O / / %/ 3•°/ / 22 OaSSd ! II I 50' / !! /E17 /:/\\ •� I ii j I ! r / O / / .••hP---� I I I �/ Welland area I 1 // ``• ( / // / ` / / _ '�\ I I I // / �/ 1 I I /LOt 291 ' TN-4 / �e ••/ !.. 1 I I / !/ ! Elo/w, e Irf-3 // / PRppOSEO eye a •5,d / _ I I I I I / ✓ oa n wed by t3+SR / / 1 1 i m Ed r wtraona 1 / °+ POSED// E V5 / e 1 / o p 0 C Et- 10 s / 4 / / ! / / 1 / e a /• SEP eKED .lop SED Sp /� _ I I I ET8 I EK I '•P�• 2 / tAPtK/ PROP !pRO / // / ��- I I / / I / rj2•X22 / •g32 / / ` 1 I / 16 / /� so• � � FEMAI Zona Ones / ! l�.Wrz-201s 1 � I r 4•� <ssE` / CABALA IS5 / Pit / 0• / // >� as Shown on FIRM ./ ! I / Panel#25061CO756,1 ! 1 / ! it / /. ! /\F / •• / // // // -_` D3-2019, - &24001CO575JII / / ! iti Lot 284 b• DESIGN DATA �. / / RYa+ELY / / / / ,- Rev Iluly 16.12014 / / Singk Flmiil)• / / / DE D k BATO / / /. / \ E Flof 5lfan�h ��- \ I ) -7Bedrmm®IIOGPD / PR ItoOF egged bye,4Ea _ ! I 1 II I \E9 No0-tepGrmder / / `�`e``� d' RUNO�y1DOWN / / / // / \ of-1 1 I IIt, 1 WFI-2019 / Teal Daily Floe-770 GPD / ``. ((/�), /�7�0('epODL t / � � \ ) I I I: rig Um,2000Gd Septic Tsek - u/ / `, r ` / /71 / / / / / / � rzJ '� \ \ i` I erne LEACHING AREA OUAMEN ON / _+pars ��5f 14) C_I 770 GPD/0.74(LTAR)-Ip41 SF Regubd POOL D�FEG IO / / / / /. / / / / _ _ P4 ` r`\` ` `p\- DI-201R� _ ES(Ij smewdl-2(I2x3•a9)T-ze7sF 02ONE D \IED E I / / // / / /� u2-zoos�'""of-z. 1,\ �� / �5� �,'t _, ! Beento Am-02.83�x M-756 SF OR APP / 51127 �_ �� 1 \ `\ N 901D0'00'E _ x 1 Ted Reviled-1,O/l SP(771 GPD) / 1 ! / // / / Salt Marsh `\ �� —— l / 445.75' LEACHING CHAMBER DESIGN / / 1 ! I I ! SN2p / au cam \__- - I / cooata Dune \t -� \ - A0Pi robe Sdwbk 40.Um / / I I M1 / ) 1 ! I / SN4-2019 - N1'F , Flagged by ENSR / '', \ &S00 E.I.Lashing Chambers be a 2019 as Flogged by Nag—_ ` edya ar pyna \- Estate o/Raehtl J.Naem ,`QO 11.81•a39Dmbk Wallud 1 ! I / 6 1 t I I I l .A,nc zr.zam>_ as Flagged Dy ga7af) DR 0l-.`,hW� Lr s Store FNM u Shewn I 1 1' b I 1 / .unp„�•2 � See ftU-e R.W ties —FF. 5.5 Dee.286,07I see Not,5(gyp.) Welland Na 37 a 4 F.C.EL 1A00•-•Fh F—eletien aronn To Be Mlah pods n,a Cape Plan SEPTIC NOTES m I.Locale,ofUtiEMs Shewn m 7bi5 Plea Ass Appwa.Al Lean 72 Hours Flow EquOiaera 3'Mar. EL 14.2 r As Reaubed ComeoCted FA rate, d/ Pri4rm Any FirawMn Fm 7TM PrajW ate Coarser Shall Mah FaDdc the Required Nagr_6 tto Dig SCR(1-889-)4a7273)®d wamet corfl n prriior Sepik�/nk 1/S'-1%2" Sdfl—Eogirmin8&Com,hivg 1-(50&428-33M). I.My Wbk -20 Tank Tee Fl.13.0a 2.The Ctnaectm b RegeirW to Scrum Appmpdam R.la Froe Town (S-Net.5 tl N-20 Pro Stone Agmdea Fesconaretkn Ddiudby This Ptah (See N to 5) D-BosM-20 H-TO 3.Wbaewa Sewn Lima Mlm Cwrs Watm Supply L'vac Bab Ltms Shall II Stos. i]/2• \ - LeacAbrp LEACHING Dauae Weahae Be CasenMdofCinrs ISO Possess Pipe and Shall be Wee'haledre To Be Inatmad Ons Ch ber CHAMBER store tW art Acme Weenegi nee,in Gems].Weer lino Shall be Caotroced io 3f be P°e I ! 4 -l0- I d,rs Cmwudm With COMM Wes,and Shag bee AcmNa® JDNNG Beddtion'per• With 248 CMR 1Ag-7.00&310 Chat 15.00. ° h Yet IN. ' Inspstlan Port, 11 Eneounlaee Rem a d Reploe, ]2'-to-- 16B nds 4.A Minimum erg-of Cam b Requned Ox All ComP-- m P,ra Title 5 The lOuter Parkneeop of T The System '+ TEW\ S.All Smsmma Bend Thee Pont or Main s SubjW m Yahkae TralSembe H-2Dlmdkig It is the Endear, CROSS SECTION OF CHAMBER S.:PALE. 6.1nani WetemgbtRecomonesda�O�mdC a w Atenant be Vutb6m°fFmi:badcmM PN°°Testa No.a NOT TO SCALE Ows<peia;b klektandtAsile,D-Bae,and 0m1--tube• DEVELOPED PROFILE OF SYSTEM Ft 1.53 All mvm me is be rmximm IB-for mochas s24•Cast lea r 7.Sep&Symrn to be tampedm m i,Aoodm With 310 CMR Ism& Legend: P.,por.19 NOT TO SCALE 248CMR 1.00-7.DOl Revi an aimdlbe Taw,ofB,nurebk Per erc 502 stst ® pax Manhole Remove V'stas for Future Revised Plan 07 01 19 Beard ofHnilth Regehlon REV.: Update Wetland Delineation & Work Limit 06 25 19 R. Ail Piping to be Sch.40 PVC ® Cate'Ba41n 9.0-Bex Snell Hive,Minhan hajMDlmemim of l2•,rmda Mfm®im NOTES PREPARED FOR. PREPARED BY., TITLE.• o N,drant Site Plan 7b,Scp6'. O CB/ON-Convele Bound CapeSu ry P P 10.76e Dianne Between We Sept 76nk Ivtets end I OWIM Sn"be No Lm than th Liquid DcptL l,Id Tm Shell Edmd -0 tLy 1.)This a ground b Information shown was obtained gp�p,G�Bg& Pro osed Ian rovements O LCS Pan (o on the ground by 13 and 02 survey methods on Linda&Kevan Gibson Sullivani an COIIBBItu IIlo 23 RNt°B.wre uA 0266W T aMWknsm afl0.9e1ow 16e Flow L'mn OmletTm SbaO Euless l4• O Lce-Land Court Boune or between 09 AY 73 and 02 MAY 18. g' y All jet..Fbw Lky and snagmF4wn,-kdb Gej SAS # U9hl Poet ( ) /t't / / / aw.rs.an•rP.®m•mmmaom-o+wx® pod.m-vw/.ao-nnsm At 0 11.Ail;emwehmWingpip.ncen. d"�,'lan�d�`mdsw9.mmb< •' ""' Lot 287 Indian Trail '~ Smkl with hyAeslk cemml 0 Ga setseou,d)) 2.) The property line information shown hereon was ® cad cat°(round) compiled from available record Information. 01 x, Fl°g BARNSTABLE 0 ter Harbors MASS y. e The elevations are bored on NAVD'88,a fixed draft:EM JOD' Field:WHK RL AR ASK ( y5 � W �Hw— O-head m Wtrea mean sea level datum. � 20 O 10 20 qp 80 --25-- Oewekn Cantaar Review:JOD Draft: RRL/KAR DATE• SCALE: Itil Pro)e0t:39008 Job C-405.15 June 11,2019 1'=20' i . 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RESIDENCE 89 SEAPUIT RNER ROAD I ° nP.sMRRTVEM OSTERVILLE.MA I ———————————————————————————————————————————————————--——————————————————— I I I ——————————————————— FOUN r _.. PLAN DDAS ON ------------------- - ----- - -------------- , qRt 1'J}' �` '1�LOWER LEVEL PLAN N Al 0 0.2 ,avm,cvm weaeonwy...aw�w+.+a�.�w.ww,mla•.txurttvuxao.T.e.w.Pn.>oevalw� 4(90 'V , , , , I 1- ------------ IV — GAR E -^, , —~: L JL6E Roo" I --------------- --------- I �iI _ I 1 1 1 wAY SRAM � --I— L SIS O I m I� - - C=IL LUEBiCo! _ _ _ IIIrSHOWER a B I I �r I „ ttllllu it lltl 1 _7 I I ---- ,:� �LI'I 'I ' � I'I�'I!',��i--- � ., '„ If,I�IryI 1 I 'III C �IIj �I r / VI�I LIV I IYSiJ¢�LI,a IIjt�H I' I�II��L�IIIII Itl tl ML 1'IJ�=' �I — — '� - - R C C I L. ..i_ _ _ ,I- •' - - - ' '_ -- II 119 III,. h"r91 'rd• I II�111, p v' �lunuun: IH�I��u ------_— — --- __ A3°' _ . I:� I , _ _UC ---- ----- I IIIIIIHIIII i (lilil � I „� — �=S na° 11�Mill II I�H,�� r II IH� Nl ► INS ��I �• - - '` � �(� .I��nm I�II. 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RESIDENCE — II- S.II•FplR(�)V.1NDOw UId15 - ;'� roB] I B x - MILLED_IN FEID.nTlll F%ED __s - `- = �!i%�i,I IIiII'II NII IryI NI I�I I I I I IlfiIIIN►1f IIN�iiIN.lI fC I�11I 1(11I �' �� I I I I IINII I I�' A10e AWI I EIT RIVER R ROAD OSTERMILLE.MANOp "r Mill" _ GROUND FLOOR PLAN WEST MIX • � � �' GROUND FLOOR PLAN WEST �� -' � A101 . 1 � srAyE:vc•ra O . ,A,a,�o.«+.wma _ .A..eo.,.�..�.«�o� Rum .I,w.°•c.m.�.,°.o<man.ww zA• z.,�' a u• \ - , — [ I I I I \ I�_p IC RM PaffRY ( / l � a ` - ' II II I _II II p,• �: I y _ ___...---iii o II I""p a I u u n \ I I I I I I u u n w R staaa 11 - I I I I II II p ws :?S` - ° ----------"---- '---- � g L J ° — �' - � —�t� IcewIERIwIra{ I II II II II ry ' nwar svncB '�" - I _____ ° _-----____.-__ - CI��._ 1-1r II II I II II p � K II I —�7 �.' poll _ Dill ----- o ----- ---------- 111111�--II-- -h / '� III IIII �I1(II��IiI1IIII(-lI�II�III) h?I'IIIIII zs" s umroRr W ME a H S me. I - -- — I 1 tf��7I�1 �': lq _-___-_-_ ---__ � I woad �-ouF'I- I�I_r-•��—I � ( I ! 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RESIDENCE LOT 287 ON SEAPUIT RIVER ROAD OSTERVILLE.MA I I I I I � j l I Avm Avow Awz Ave, 16 I SECOND FLOOR PLAN WEST II Ili ��ECOND FLOOR PLAN:GARAGE 8 GUEST SUITES A102 . 1 'L s SCQE:va•.ra• O � nws razor imm�v.uvN.wrs _ .m..vo...vm..nv�m mm vaox >mavNww I. I — - - - - R B L I I \\\I R,Tq,ro - I ----------L�— --L----------- I' ----- -------------- e I \ \\\ I. \ // / \\ \ I / ,/ I I I — ------- VODD 0 ' ---- — -- — ----- ---- p ----------------- Pp F — W iPTDM.ODD -------------- —-—-—-—-—-—-—- PROGRES 1 nLE`� I i t III i I I I I I S. NOT FOR I CONSTRUCTION - - - - - - - - - - - - - --- SEAPUIT RIVER RD. RESIDENCE - LOT 287 ON SEAPUIT RIVER ROAD OSTERVILL.E•MA SECOND FLOOR -41 PLAN EAST AAi - A102 .2 SECOND FLOOR PLAN:GARAGE 8 GUEST SUITES - f ,mu au vw. _ weu.m..rar.cs�wnufm roxo Low vuwe.u.m.u.m.wmaoev.x, h 1 I 1 aaI �mlil i I r—� AJ iTl I i 1 �' ; � � j I �� I I 1 ---------j I i'Fl T --- I I,� �.I►.1i , ll� (I(�I�IjI!Illlil• I, � a I ---------, � ,.z W w...� I I I i�l l I I'► ( I � ( I I I �� l i � ; � a iITi l i ilTi i l U l �� I ► I k 1, ; I;I � I �� ► ( ( I ---_- � � -- ------ � � � ffff IIIINIIIIIIIII tit L__ 1 i ( I I�{I ��II I If N1w.mml{;C I wn.m — ( � IIi �I I I tu(I ��'II .r�1il�Cl Iil� I F.. ;I—,_ '—_ � I i NO3 NW NO] N01 A10O - NOD - PROGRESS: NOT FOR CONSTRUCTION GIBSON RESIDENCE 895EAPJIT RNER ROAD ] OSTERVILLE.MA ROOF PLAN . � A103 . . _ .. SCALE:1/S'•1.0. �� . iavmif.s u.w..fsu.Nm n.wip.wwm•onmwimww�w oov cuu..amw�uummqu I I I I I.q SEWPD SLBFLOOR 60ESI Mtiq Ego T.O.SECO1ao SUEROOR GARAGE _ _ __ _ 1 1 r 1,Q FlPSTSVEROOR \ \ r---------- a.SUTE SUBFLOOR �1 ELEVATION:NORTH LNL SCALE:11W•1W r w w H U Q III ' I + I 1 I IEl El fl] GO ' II III i I , i I PROGRESS: NOT FOR r.G.SEt018)SIIBRGGR CONSTRUCTION ta1jST--R SEAPUIT RIVER YAArE AbilGOR I RD. RESIDENCE 99 sWUIT RIVER ROAD OSTERVILLE.MA REFERENCE ELEVATION- NORTH&SOUTH 1�1 ELEVATION:SOUTH � ��J SGLLE:ve•rr . A200 ri ® s ® F FM rs ® s i.O.gCO4D5UBEl00R GUEST w140 T.O.SECONDSU -R GVEST.A R T.O.EECpASUBFl00R OMaGE 41! ytJ ? — — — — — — _ T.O.gCOND SIJBFLOOR GNtAGE 7770 ® Y T.O. _ T.O.45MTE61R—R �1 ELEVATION:EAST ELEVATION:WEST I ■ I w SCALE:IR•1'd � SCALE:IIP•I'O U W F U Q z PROGRESS: NOT FOR CONSTRUCTION SEAPUIT RIVER RD. RESIDENCE E9 SEARUIT RIVER ROAD OSTERVILLE,MA REFERENCE ELEVATION- EAST&WEST A201 MATERIAL NOTES: 1.1 • MATERIAL:ZINC COATED COPPER • SIZE:16-SEAM WIDTH,I-SEAM HEIGHT • FINISH:FREEDOM GRAY , 2.2 3.4 3.3 3.2 2.1 3.4 2.2 4.2 1.2 MATERIAL:KEMPER ROOFING SYSTEM OR • EQUIVALENT SUE:NA z FINISH:WA • MATERIAL:IPE DECKING OVER KEMPER 1.7 ROOFING SYSTEM OR EQUIVALENT • FINISH:NATURAL I LINIFIN SHED SPACING 1.4 . MATERIAL:ALASKAN YELLOW CEDAR SHINGLES • SIZE:TAPER SAWN:S EXPOSURE • FINISH:NATURAL I UNFINISHED • MATERIAL:ALASKAN YELLOWCEDAR SIDEWALL 2.1 SHINGLES • SIZE.S EXPOSURE MIN. ' • FINISH:NATURAUUNFINSHED • MATERIAL:WESTERN RED CEDAR CVG WARDS, VERTICAL SIDING SEP:1 X 6 T&G SQUARE EDGE FINISH:NATURAUUNFINISHED 23 MATERAL:WESTERN RED CEDAR SKIRT fBOARDS SIZE:1%4 w77M 1(t•SPACING ON 1x3 HORIZONTAL CEDAR FURRING R STRIPS AT 1S'O.C.VERT. • FINISH:NATURAUUNFwSHED ffi ' ].1 RN RED CEDAR CVG FLASH:PAINTED iA.6ECONDSDBFLDOR .VEST-- — _ — _ C — — — MATERIAL:CVG WESTERN RED CEDAR•RAFTER 32 TAILS 5�:3X8 FINSH:NATURAUUNFU41SHED MATERIAL:CVG WESTERN RED CEDAR,FASCIA 3.3 (GABLE ROOF) SIZE:1 X4 FINSH:14ATURAUUNFINMHED / m MATERIAL:CVG WESTERN RED CEDAR-FASCIA JA (FIAT ROOF) SIZE.I X6 • ... O FINSH:TBD _ D r MATERIAL:GRANITE PIER 9.1 . SWISH. AS' i.Q FlRSi 6LBFlODP — Tn7' — — — — — / — ¢ • X FINISH: nr i.O.NSMTE SVEFLOOP — _ _ _ _ 92 . MAT TSD:STONE VENEER SIZE: `vUroO'R SHOYh> . FINISH:NATURAUUNRNSHED 1 - , N • MATERIAL:ZINC COATED COPPER DOWNSPOUT W 5.1 SUE:C DIAMETER ROUND (� • FINISH:NATURAL I UNFINISHED • DOWNSPOUT CONNECTED TO SUBSURFACE LLI DRAINAGE F- MAIN HOUSE NORTH ELEVATION SYSTEM:REFER TO CIVIL DINGS s 52 MATERIAL:CUSTOM S.S. CABLE RAIL INFILL • SIZE:1 X 2 VERTICAL AN AND HORIZONTAL RQOMAL BAR • FINISH:STAINLESS U Ir 5.3 MATERIAL:S.S.CHIMNEY CAP 4.2 21 3.1 1.1 3.3 ].2 3.4 22 21 3.1 3.9 SIZE:CUSTOM ELEVATION) Q • FINISH,BLACKENED GENERAL NOTES: • ALL ROOF PENETRATIONS,INCLUDING ALL ROOF STACKS,VENTS. INTAKES,ETC TO BE PAINTED•COLOR:TBD • PAINT ALL EXTERIOR VISIBLE ROUGH FRAMING MEMBERS BLACK t INCLUDING:UNDERSIDE OF SECOND FLOOR DECKS,RAFTER TABS 0 SOFFIT VENTS.ETC. • ALL EXTERIOR LIGHTS TO BE INSTALLED ON BLOCKS:5}X 2 SHINGLE COURSES • ALL EXTERIOR LIGHT BLOCKS TO BE CENTER ON SHINGLE COARSE OR VERTICAL BOARD T �r 1 6 r 6 6 PROGRESS: NOT FOR ... �`.r .:r. - .. . - CONSTRUCTION T_T A Ti rY .F1. SEAPUIT RIVER RD. RESIDENCE 89 SEAPUIT RIVER ROAD r) OSTERVILLE MA - ELEVATIONS- - MAIN HOUSE NORTH 2 MAIN HOUSE NORTH ELEVATION Il9'. A2 02 SCALE: 1'O avnm., x.wrsavooy.wo<w,..r.••roxxa5�xmwm�.Kxu,o-ox.e«x>••.••.x•mw MATERIAL NOTES: IA MATERIAL:ZINC COATED COPPER • SIZE..iS SEAM WIDTH. I'SEAM HEIGHT • FINISH:FREEDOM GRAY 2.3 3.1 2.1 5.2 4.1 3.4 1.1 3.1 4.2 1.2 MATERIAL:NEMPER ROOFING SYSTEM OR LL • EOUNALENT g SIZE.NA a: • FINISH:WA 1.3 MATERIAL:(PE DECKING OVER KEMPER ROOFING SYSTEM OR EQUIVALENT • SQE:1 NATURALI NFI SHED • FINISH:NATURALIUNFMISHED 1.4 . MATERIAL:ALASKAN YELLOW CEDAR SHINGLES • SIZE:TAPER SAWN:S EXPOSURE • FINISH:NATURAL I UNFINISHED • MATERIAL:ALASKAN YELLOW CEDAR SIDEWALL 2.1 SHINGLES • SUE:S EXPOSURE MIN. • FINISH:NATURAUUNSNISHED • MATERIAL:WESTERN RED CEDAR CVG BOARDS- 21 VERTICAL SIDING • INELSH: S G SQUARE E NATURAUUNFINISMED F L -- 2] • BOARDS MATERIAL:WESTERN RED CEDAR SKIRT HORIZONTAL 1 X 4 L CEDAR SPACING ON 1X3 R FORIZONTAL CEDAR FURRING STRIPS AT 1S'O.C.VERT. • FINISH:NATURAUUNFWISHED B OB e B B �f e ` • MATERIAL WESTERN RED CEDAR CVG L 3.1 SIZE:I X4 1 '1 - - 'v _ __T_r-• -1' -r:'1 ,• 1 1 - • FINISH:PAINTED i.O.SEONOSVSFL00P GVESiW G MATERIAL:CVG WESTERN RED CEDAR _-7rT __- _- r _ ` • QES S 3%S 31 - �. r t. Tf' f•��VY"5 1. FINISH:NATURNIUNFWLSHED RAFTER r i MATERIAL:CVG WESTERN RED CEDAR-FASCIA T. f .`\ •• \ \ \ // ` ,\ \ ,'14 Ci '-4 3.3 (GABLE ROOF) SIZE. X4 W FINISH:NATURANFWISHED I Er" \ ' }, la.rC �, i �\ ,\ / `\ rat_ �. i f�^ 1T • �•1 �,'1 A 7A MATERIAL:CVG WESTERN RED CEDAR.FASCIA O (FLAT ROOF) 4. SUE:I XS x tv µ FINISH:TBD // \\ // \\ // ♦.\ lar 'C 1X9 - .1,)Z'4L \♦ T / / / t4 / / iOSB �_,`..l / \ / \ P / \ / \ T'' � ` /O\ . MATERIAL:GRANITE PIER ELg T.QRRSTS1IBfL00R — — — — —i ^—� — / — ,/ : SQE:IY%B' /� — — — — — — -/ FINISH:WA x — — — — — — — — — — 1 . MATERIAL:STONE VENEER te: BD T.QUSMTE SVBFLOOR 41 • S T FINISH:HATURAWNFWISHED • MATERIAL:ZINC COATED COPPER DOWNSPOUT 5.1 SIZE:4'DIAMETER ROUND V • FINISH:NATURAL I UNFINISHED �1 MAIN HOUSE-SOUTH ELEVATION(WEST WING) D asuRFAce RANSPourcoNNECTEDTosu W DRAINAGE 1 SYSTEM:REFER TO CIVIL DINGS SClLLE:1IY•1'.P y s 51 MATERIAL:CUSTOM S.S.WITH CABLE RAIL(NFILL _ • SIZE:1 X 2 VERTICAL AND HORIZONTAL BAR • FINISH:STAINLESS (J 3.3 3.2 21 3A 22 5.3 MATERWL:SS.CHIMNEY CAP SIZE:CUSTOM(SEE ELEVATION • FINISH:SLACKENED Q GENERAL NOTES: • ALL ROOF PENETRATIONS,INCLUDING ALL ROOF STACKS,VENTS, INTAKES,ETC TO BE PAINTED-COLOR:TBD • PAINT ALL EXTERIOR VISIBLE ROUGH FRAMING MEMBERS BLACK INCLUDING:UNDERSIDE OF SECOND FLOOR DECKS.RAFTER TAILS®SOFFIT VENTS,ETC. • ALL EXTERIOR LIGHTS TO BE INSTALLED ON BLOCKS:51 X 2 SHINGLE COURSES • ALL EXTERIOR LIGHT BLOCKS TO BE CENTER ON SHINGLE COURSE OR VERTICAL BOARD T? 1 > r s4'.c � ;:• PROGRESS: aiI~ i„ `Tyt NOT FOR CONSTRUCTION ILL �,;raT r SEAPUIT RIVER S rL11,5, RD. RESIDENCE 7 JTf rT[7�.{�•f�[ 89 SEAPUIT RIVER ROAD r, f'1 OSTERVILLE,MA 1 j N � \ /—�, � it �� T.7�.i�.5�..-1�•� / \ / \ , ELEVATIONS- MAIN HOUSE SOl///ITH///�� ///�� 2 MAIN HOUSE-SOUTH ELEVATION EAST WING � /O SCALE:"I.1'�P L vJWN,T.. u.wm•mnlm_•mIV•'.wwmavMn•mvm•uNxpp a 4Nu.o-pm•d•vmm•e.wpmpmyU e MATERVLL NOTES: 1.1 , MATERIAL:ZINC COATED COPPER • SIZE:IE'SEAM WIDTH.I'SEAM HEIGHT • FINISH:FREEDOM GRAY 1.1 3.3 3.2 2.1 2.2 3.4 3.1 22 4,2 1.2 • MATERIAL:KEMPER ROOFING SYSTEM OR • EOUNALENT SIZE:NA FINISH:WA • MATERIAL:IPE DECKING OVER KEMPER 1.3 ROOFING SYSTEM OR EQUIVALENT • SIZE:I X SIrrWITH INS'SPACING • FINISH:NATURAL I UNFINISHED 1.1 . MATERIAL:AL SKAN YELLOW CEDAR SHINGLES • SIZE:TAPER SAWN:S'EXPOSURE • FINISH:NATURAL I UNFINISHED • MATERIAL:ALASKAN YELLOW CEDAR SIDEWALL 2.1 SHINGLES • FINISH: HATUSURE MIN. UUNFIN FINISH:NATUWLLAlNFIN6HED MATERIAL:WESTERN RED CEDAR CVG BOARDS- C 2.2 VERTICAL SIDING SIZE:I X S TXG SQUARE EDGE FINISH:NATURAUUNFINISHED 1 1 ' ' N I - • MATERIAL:WESTERN RED CEDAR SKIRT " 23 BOARDS 1 1 I I • SIZE:I X 4 WITH Ir!'SPACING ON 1X3 - I 1 HORIZONTAL CEDAR FURRING ry STRIPS AT S FINISH:NATURAUUNFINISHED 8 3.1 MATERIAL:WESTERN RED CEDAR CVG SIZE:I X 4 ' ( f ' I ' ! 1 I ( • FINISH:PAINTED MATERIAL:CVG WESTERN RED CEDAR-RAFTER 3j TARS r, YN` 1 + 'Y T 'r•r � 'i � • FINISH:NATURAIAINFINISHED v 1 �: 1. • ♦. ! .J r 33 . MATERIAL:CVG WESTERN RED CEDAR-FASCIA 1 L (GABLE ROOF) .{ � r 1.1 1 Y f'-r r•r�- .y 1 •I . SIZE.I X4 r 't; - 1 • FINISH:NATURAIJUNFINISHED N !l: ! I`. .'I } J• T T a-I J ll " i 3.1 • CVG WESTERN RED CEDAR-FASCIA (FLAT ROOF)SIZE:I X 8 `' I'(� ,� - •.}. L • FINISH:TSD r - l MATERIAL:GRANITE PIERsge.l FINISH:ISH:VA MATERIAL:STONE VENEER T.O.M SITE SUBFLOOR 42 SIZE:TBD FINISH:NA7URAWNFINRHED � U) / \ / \ IE,CDIAMETER ROUND MATERIAL: CAPPER DOWNSPOUT S \ / 5.1 . FINISH,NATURAL I UNFINISHED MAIN HOUSE EAST ELEV \ / \ / SCALE:111.I'Q DOWNSPOUTCOUNECTED TO SUBSURFACE W DRAINAGE SYSTEM:REFER TO CIVIL DINGS 5.2 • MATERIAL:CUSTOM S.S.WITH CABLE RAIL INFILL • SIZE:I X 2 VERTICAL AND HORIZONTAL BAR • FINISH:STAINLESS V 53 • MATERIAL:S.S.CHIMNEY CAP fr 2.2 3.2 3.3 21 3.1 4.2 3.4 1.1 21 SIZE:OUSACK ENED(SEE ELEVATKTIJ) Q • FINISH:BLACKENED GENERAL NOTES: • ALL ROOF PENETRATIONS.INCLUDING ALL ROOF STACKS.VENTS. INTAKES,ETC TO BE PAINTED.COLOR:TBD • PAINT ALL EXTERIOR VISIBLE ROUGH FRAMING MEMBERS BLACK INCLUDING:UNDERSIDE OF SECOND FLOOR DECKS.RAFTER TAILS IN SOFFIT VENTS.ETC. • ALL EXTERIOR LIGHTS TO BE INSTALLED ON BLOCKS:5I X 2 SHINGLE COURSES • ALL EXTERIOR LIGHT BLOCKS TO BE CENTER ON SHINGLE COURSE OR VERTICAL BOARD I 1 PROGRESS: J NOT FOR CONSTRUCTION @ SEAPUIT RIVER RD. RESIDENCE E9 SEAPUIT RIVER ROAD OSTEPALL.E,MA - - - - - - - - - - - - - - ELEVATIONS- ro.HsuEEsusnooR MAIN HOUSE `OVTOJOR St+b'AER FAST R WEST �� MAIN HOUSE WEST ELEVATION SCALE:1!1•1'O' A204 4 . MATERIAL NOTES: 1.1 MATERIAL:ZINC COATED COPPER • SIZE:I r SEAM WIDTH.1-SEAM HEIGHT • FINISH:FREEDOM GRAY 3.3 3.2 3.1 1_I 21 • 1.2 MATERIAL:KEMPER ROOFING SYSTEM OR • EQUIVALENT SIZE:NA rc FINISH:WA 1.3 • MATERIAL:PE DECKING OVER KEMPER ROOFING SYSTEM OR EQUIVALENT • SIZE.I X 5-irnwM II16'SPACING • FINISH:NATURAL I UNFINISHED 1.4 . MATERIAL:ALASKAN YELLOW CEDAR SHINGLES SIZE:TAPER SANK:5•EXPOSURE • FINISH:NATURAL I UNFINISHED • MATERIAL:ALASKAN YELLOW CEDAR SIDEWALL 2.1 SHINGLES • SIZE:S'EXPOSURE MIN. • FINISH:NATURAUUNFWISHED • MATERIAL:WESTERN RED CEDAR CVG BOARDS- 22 VERTICAL SIDING �u i SIZE:1 X 6 T&G SQUARE EDGEW FINISH:NATURANFWISHED 1 MATERIAL WESTERN RED CEDAR SKIRT 2S BOARDS 1 X 4 WITH 12'SPACING ON IM ^ i 1 ^ • HORIZONTAL CEDAR FURRING R 1 I STRIPS AT 1S'O.C. RT, 1 FINISH:NATURAWNFVEWISHED 1 I MATERIAL:WESTERN RED CEDAR CVG ffi f I I + I 3.1 FINISH,PAINTED 32 MATERIAL:CVG WESTERN RED CEDAR RAFTER TARS SIZE:3 X 6 g FINISH:NATURAUUNFWISHED • MATERIAL:CVG WESTERN RED CEDAR-FASCIA 3.3 (GABLE ROOF) SIZE:I X 4 • FINISH:NATURAVUNFINISHED • MATERIAL:CVG WESTERN RED CEDAR FASCIA 3.4 (FLAT ROOF) SIZE:1 X 6 • FINISH:TBD • MATERULL:GRANITE PIER T.O.F4iGT SVBROOR = / \ / \ / \ / \ — — — __ — — y 4'1 • SIZE: Xa- C \ � FINISH::NIA WA i.Q N6MTE SVBFLGOR MATERIAL:STONE VENEER 4.2 • SIZE:TBD • FINISH:NATURAUUNFINISHED t _ ' • MATERIAL:ZINC COATED COPPER DOWNSPOUT W &MASTER SUITE EAST ELEVATION 5.1 SIZE:f DIAMETER ROUND SCALE:1IP•1'd FINISH:NATURAL I UNFINISHED U • DOWNSPOUT CONNECTED TO SUBSURFACE W DRAINAGE SYSTEM:REFER TO CIVIL DWGS Z 52 • MATERIAL:CUSTOM SS.WITH CABLE RAIL INFLLL • SIZE:I X 2 VERTICAL AND HORIZONTAL BAR • FINISH:STAINLESS U 3.1 21 59 SIZE:MATEWRUSTOM(SEE ELEVATION) FINISH:BLACKENED j GENERAL NOTES: III • ALL ROOF PENETRATIONS,INCLUDING ALL ROOF STACKS,VENTS, INTAKES,ETC TO BE PAINTED-COLOR:TBD • PAINT ALL EXTERIOR VISIBLE ROUGH FRAMING MEMBERS BLACK INCLUDING:UNDERSIDE OF SECOND FLOOR DECKS,RAFTER TABS®SOFFIT VENTS.ETC. • ALL EXTERIOR LIGHTS TO BE INSTALLED ON BLOCKS:51 X 2 SHINGLE COURSES • ALL EXTERIOR LIGHT BLOCKS TO BE CENTER ON SHINGLE COURSE OR VERTICAL BOARD I � I O I PROGRESS: T.O.SECpO SUBR00R GUE6T YANG NOT FOR - - CONSTRUCTION SEAPUIT RIVER RD. RESIDENCE .- 89 SEAPUIT RIVER ROAD OSTERVILLE.MA TAFMSTMIBFLom _ _ _ ELEVATIONS- T.O.N SUITE GUEST& MASTER SIIITFS SCREENED PORCH AND GUEST WING EAST ELEVATION SCALE:Ua••ra A205 MATERIAL NOTES: 1.1 • MATERIAL:ZINC COATED COPPER • SIZE:16-SEAM WIDTH,1-SEAM HEIGHT • FINISH:FREEDOM GRAY 1.2 MATERIAL:KEMPER ROOFING SYSTEM OR . EQUIVALENT SIZE:NA o: FINISH:HA MATERIAL:IPE DECKING OVER KEMPER IS ROOFING SYSTEM OR EOUNALENT 1.1 3A J.1 3.3 3.2 2.1 3.4 3.3 3.2 3.1 2.1 5,1 • SIZE:4 X SITMTH IIIS-SPACING • FINISH:NATURAL/UNFINISHED 1.4 MATERIAL:ALASKAN YELLOW CEDAR SHINGLES • SIZE:TAPER SAWN:S'EXPOSURE 1 j FINISH:NATURAL I UNFINISHED M 2.1 • RSHINGLES W:ALASKAN YELLOW CEDAR SNEWALL 1 I I I I Ste:5r EXPOSURE MIN. • FINISH:NATURANFlNISHED Ii { ill III li I � MATERIAL: WESTERN RED CEDAR CVGBO ARDS 22 VERTICAL IN ISHED NAURAUUNFlNMATERIAL'WESTERN RED CEDAR SKIRT 2S MATERIAL' SIZE:I X 4 WTH SPACIN ON iX3 - a F[fll F[UT HORIZONTALCEDARFURRING STR�SATIrO.C.VT.9IZE1T RE EDGE ¢¢Y>Y • FINISH:NATURAWNFWISHED T.O.SECON MR00R GARAGE _ _ T.O.SECOlOSUBRODR GARAGE _ _ • MATERIAL:WESTERN RED CEDAR CVG 7.1 SIZE:I X4 • FINISH:PAINTED ❑❑ m[lid❑� m❑®� / ' • SIZEE.3 XIS CVG WESTERN RED CEDAR-RAFTER 32 TARS FINISH:NATURAWNFW4SHED / - • MATERIAL:CVG WESTERN RED CEDAR FASCIA 3.3 (GABLE ROOF) A • SIZE:I X4 \ `\ - • FINISH:NATURAWNFWLSHED \ \ MATERIAL:CVG WESTERN RED CEDAR-FASCIA ;A (FLAT ROOF) T.G GARAGE MIBFLOGR _ _ _ i.O.GARAGE SUBFLGOP, _ _ _ _ _ SIZE:I XB FINISH:TBD MATERIAL:GRANITE PIER 4.1 SIZE::N RF IA FINISH:NIA NORTH ELEVATION �1 SEE.T AL:STONE VENEER EAST ELEVATION 42 FINISH:NATURAUUNFINISHED 6CBLE:IIA'•1'-0" � GCALE:114••1'O MATERIAL:ZINC COATED COPPER DOWNSPOUT 5.1 SM.4-DIAMETER ROUND U • FINISH:NATURAL I UNFINISHED • DOWNSPOUT CONNECTED TO SUBSURFACE LL1 DRAINAGE F- t} SYSTEM:REFER TO CIVIL DWGS _ Z 52 • MATERIAL:CUSTOM SS.WITH CABLE RAIL INFILL • SIZE:1 X 2 VERTICAL AND HORIZONTAL BAR • FINISH:STAINLESS U 1.1 5] • MATERIAL:SS.CHIMNEY CAP 3.f 3.4 3S 3.2 21 5.1 3.1 3.3 3.2 21 5.1 . Ste:CUSTOM(SEE ELEVATION) • FINISH:BLACKENED GENERAL NOTES: ALL ROOF PENETRATIONS.INCLUDING ALL ROOF STACKS,VENTS. 9 INTAKES,ETC TO BE PANTED-COLOR:7BD • PANT ALL EXTERIOR VISIBLE ROUGH FRAMING MEMBERS BLACK INCLUDING:UNDERSIDE OF SECOND FLOOR DECKS,RAFTER TAILS®SOFFIT VENTS.ETC. .\T.O.SECOND SU9RGdi®GNUGE T.O.SECOIDSIPROOP GMnGE-------------- ~ PROGRESS: O O O O O NOT FOR CONSTRUCTION T.0.GARAGE SUBROOR _ _ _ • _ _ _ _ i.O.GARAGE SL8iLO0R - .. ..: .. ... ... ... SEAPUIT RIVER RD. RESIDENCE B9 SEAPUIT RIVER ROAD /l�a � SOUTH ELEVATION WEST ELEVATION OSTERVILLE.MA \J SCALE ll4'•1'O 4 SCALE:VP•1'O- EXTERIOR ELEVATIONS- GARAGE A206 MATERIAL NOTES: 1.1 MATERIAL:ZINC COATED COPPER SUE:le-SEAM WIDTH.I'SEAM HEIGHT • FINISH:FREEDOM GRAY 1.2 MATERIAL:KEMPER ROOFING SYSTEM OR . EQUIVALENT SUE:NA FINISH:WA • MATERIAL:[PE DECKING OVER KEMPER 1.3 ROOFING SYSTEM OR EQUIVALENT • SIZE-.I X 5.12NJRH t118'SPACING 2.1 3.1 FINISH:NATURAL I UNFINISHED I"I MATERIAL:AUSKAN YELLOWCEDAR SHINGLES • SUE:TAPER SAWN:S EXPOSURE • FINISH:NATURAL I UNFINISHED MATERIAL:ALASKAN YELLOW CEDAR SIDEWALL 2.1 SHINGLES • SIZE:S'EXPOSURE MIN. • FINISH:NATURPUUNFWISHED i MATERIAL:WESTERN RED CEDAR CVG BOARDS- 2.2 VERTICAL SIDING • SUE:I X 6 T&G SOVARE EDGE FINISH:NATURAI/UNFWISHED MATERIAL:WESTERN RED CEDAR SKIRT 1 I 1 2.3 BOARDS SUE:1 X a WITH 1r2-SPACING ON 1X3 HORUOMAL CEDAR FURRING R STRIPS AT 18'O.C.VERT. • FINISH MATURAUUNFWLSHED $ L 1 I 31 MATERIAL:WESTERN RED CEDAR CVG SIZE:I X a • FINISH:PAINTED • MATERIAL:CVG WESTERN RED CEDAR RAFTER 31 TAILS S10NE WALL BY • SIZE:3 X 6 RMU W N O SE •' lAADSfifGESIGNEA • FINISH:NATURAIJUNFINISHED BASENEM Stun ————— ——_——————— _ . MATERIAL:CVG WESTERN RED CEDAR-FASCIA 3.3 (GABLE ROOF) SUP.I Xa / • FWISM:NATURAUUNFWISHED I i MATERIAL:CVG WESTERN RED CEDAR•FASCIA i.Q GYN SVBFLOOR I i.0.GYM SVBFl00R — — — _ 3'a • (FLAT ROOF) _ — — SUE:1 AS FINISH:TBD • MATERIAL:GRl WRE PIER A•1 SUE:¢ I'NIA• FINISH'NIA ELEVATION:GYM NORTH ELEVATION:GYM(EAST) SCALE:IN'•1'4' SCALE:I'.-•V 42 MATERIAL:STONE VENEER SUE:TBD FINISH:NATURAIJUNFWISHED • MATERIAL:ZINC COATED COPPER DOWNSPOUT 5.1 SUE:P DIAMETER ROUND (� • FINISH:NATURAL I UNFINISHED • DOWNSPOUT CONNECTED TO SUBSURFACE LLI DRAINAGE SYSTEM:REFER TO CIVIL DINGS _ 52 MATERIAL:CUSTOM B.S.WITH CABLE RAIL INFLL • SM.1 X 2 VERTICAL AND HORIZONTAL BAR • FINISH:STAINLESS U 5.3 • MATERIAL:S.S.CHIMNEY CAP • Ste:CUSTOM(SEE ELEVATION)• FINISH:BLACKENED < GENERAL NOTES: • ALL ROOF PENETRATIONS.INCLUDING ALL ROOF STACKS.VENTS. INTAKES,ETC TO BE PAINTED-COLOR:TBD • PAINT ALL EXTERIOR VISIBLE ROUGH FRAMING MEMBERS BLACK INCLUDING:UNDERSIDE OF SECOND FLOOR DECKS,RAFTER 4.2 2.1 3.2 3.3 1.1 a.2 3.1 TA0.5®SOFFR VENTS,ETC. • ALL EXTERIOR LIGHTS TO BE INSTALLED ON BLOCKS:5 X 2 SHINGLE COURSES • ALL EXTERIOR LIGHT BLOCKS TO BE CENTER ON SHINGLE COURSE OR VERTICAL BOARD I j I � 1 I I I � :-•...SY. � PROGRESS: NOT FOR _ ._. CONSTRUCTION SEAPUIT RIVER ----------- � l- yF��y; ----------- RD. RESIDENCE L 1 l I.. _ (. - 3 f •7 89 SEAPUIT RIVER ROAD '.,� •��,�.f fit,— �� - � "T��— � OSTER JILLE.MA IILT.O.GYN SVBNLOOR — — — _ — 1•" �- �'� 'M� — --P�'� �tI4 —T.O.avN suenooR -- EXTERIOR ELEVATIONS- ELEVATION:GYM(SOUTH) ELEVATION:GYM ST GYM �� SCALE:1I<'•1'4 4 SCALE:1/a'•1'd A207 T.0.9TEfl MOGE OFPu 2 M� �1. � 3 A`AO I r -.--_._.—.---- I ----. I I I I T.Q TOP RATE DORNER W11AOw I I i _ r.o.rov vinrE T.O.OECNNG FUT ROOT flEV.I '-1P flEvala..vB- I 2 I I T.O.TOPPIAIE RATROOF flEV:t08'-la 31C -� tB b W 0.EV:IOaJr(9TEflEVATKIN IFl I— ` � !. 1, LW r 2A ....-. ...... 0 A 1.0.9A0-CRAVA9'ACE I, .... t�l.s•_ - ?Y s--1.- a. .. U flEV:9SPL9TE flEVATKIN tIT I .,.__ ,. lei/. T I I 03 r. -- -_ _ ___—___—_—_—_ JT I I A BUILDING SECTION-LIFE ROOM SCALE:II<'•1'P ASSEMBLY SCHEDULE FLOOR WALL ROOF TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY 1A SIABONGRADEPLOORASSFIMBLY 1C FLOOR ASSEMBLY-TILE 1E SLAB ON METAL DECKING FLOOR ASSEMBLY O FOUNDATION WALL ASSEMBLYI 2C EXTERIOR FRAMED WALL ASSEMBLY 2D VENEER STONE WALL ASSEMBLY O GABLE ROOF ASSEMBLY PROGRESS: A'REINFORCED CONCRETE SLAB(SEE TILE FLOORING;REFER TO MATERIALS INDEX br REINFORCED CONCRETE SLAB(SEE TO WARMNORI FOUNDATION BOARD EXTERIOR SIDING(SEE MATERIAL NOTE SI VENEER STONE(STONE.MUDSET. ZINC COATED COPPER ROOF SYSTEM • STRUCT.DINGS) • THONSET STRUCT.DWGS) • TUFFNDRI WATER PROOFING SYSTEM TAGS ON EXTERIOR ELEVATION DINGS) • DRAINAGE MAT c S 301 ASPHALT IMPREGNATED BUILDING FELT NOT FO R • t CLOSED CELL FOAM INSULATION •SCHLUTER DRRA HEAT RADIANT FLOOR • PIS GA P GALV FORMDECK METAL DECKING BOARD FORM CONCRETE FINISH 'HENRY BLUESKIWV HOUSE WRAP(OR • HENRY BLUESKIN•VPI OP HOUSE WRAP(OR SLIP SHEET UNDER ENTIRE SLAB AND SLAB EDGES • SYSTEM _ • 1.3 STRAPPING®19'OR CROPPED CEILING • POURED REINFORCED CONCRETE EQUAL) EQUAL) • ICE AND WATER SHIELD Qd FROM RAKE • 10MB_POLY-VABORBARRIER . I'PLYVAODSUBFLOOR • STEEL BEAM PERSTRUCT.CWGS FOUNDATION WALL • IArPLYWOODSHEATHING(SEESTRUC. EDGE A3'-0'FROMEAVES) CONSTRUCTION �'PLYWOOD SHEATHING(SEE STRUCT. B'COMPACTED GRAVEL FLOORING FRAMING;SEE STRUCTURAL OWLS REFER TO FINISH SCHEDULE FOR INTERIOR I'ARSPACE,TYP. GAGS) OWGS) t COX PLYWOOD ROOF SHEATHING(SEE SPRAY FOAM INSULATION FIRST 7 FROM ALL FINISH.TYP. ZX WOOD FRAMING®1 B•O.C.,TYP.(WHERE 2.S WALL FRAMING(SEE STRUCT.DWOS) WALL FRAMING(SEE STRUC T.GAGS) STRUCT•DINGS) • EXTERIOR WALLS;MIN RSO COMBINED.FIBER SHOWN ON DRAWINGS) CLOSED CELL SPRAY FOAM INSULATION(MIN CLOSED CELL INSULATION(MIN R.20) RAFTER FRAMING(SEE STRUCT.DINGS) CLASS BATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R-20) REFER TO FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(MIN R49) ry ATTENUATION. REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR INTERIOR FINISH-TYP. REFER TO FINISH SCHEDULE FOR INTERIOR SEAPUIT RIVER 1X3 STRAPPING,Ir O.C. WALL FINISH WALL FINISH-TYP. FINISH-TYP. • CEILINGFlNL5T1;SEE RCP DINGS TF FLOO IEMD��CEFEI ORYVENTS WHERE REQUI3EDt RDAO FI OR REFER TO R D. RESIDENCE MATERIALS INDEX S9 SEAPUIT RNER ROAD IB FLOWS ASSEMBLYNARDWOOD ID WT.STONE I DROPPED FRAMING FLOOR ASSEMBLY ROSIN PAPER • f'HARDWOOD FLOORING;REFER TO FOUNDATpN WALL ASSEMBLY 2 INTERIOR WALL ASSEMBLY OSTFFVILIE,MA LARGE BLUESTONE PAVERS.AVG�'THICK ' )•PLYWOOD SUBFLOOR 28 2E FLAT ROOF ASSEMBLY MATERIALS INDEX 1-Irr MUDSET I MORTAR BED FLOOR FRAM WG;SEE STRUCTURAL DINGS 1X41AESTERN RED CEDAR SKIRT BOARDS 2a WOOD FRAMING AT 16 O.0(SEE FLOOR 3g ROSIN PAPER 'SCHLUTER DIIRA HEAT RADIANT FLOOR SPRAY FOAM INSULATION THROUGHOUT;MEN WITH 1R'SPACING ON 1X3 WR.C.HORIZONTAL PLANS) SLE14XEPERS,114'PER FOOT IPE WOOD DECK OVER TAPERED • r PLYWOOD SUB FLOOR SYSTEM R-30. FURRING STRIPS AT IS•O.C.VERT.BETWEEN BATT CAVITY INSULATION FOR SOUND FULLY ADHERED EPDM ROOF MEMBRANE 8X12 GRANITE PIERS(SEE ELEVATIONS) DAMPENING W WALLS AROUND BATHROOMS SYSTEM(OR EQUAL.) • FLOOR FRAMING;SEE STRUCTURAL DINGS -OVER- • CEI STRAPPING,IS'O.C. AND • SYSTEM TEM OR EQUAL.) OVER TAPERED PLYWOOD CEILING FINCH;SEE RCP DINGS WFFWDRJ ATERPROONBOARD FING SYSTEM REFER TO FINISHIrr BUILDING • FLOOR FRAMIINGB(SEEESSTRUCT.DINGS) POUREND REWFORCEDOUCONCRETE RW/LLL FINISH•TypSCHEDULE FOR INTERIOR TAPERED RIGID PER FOOT BETWEEN OVER CONDITIONEDAMIN SPACE: SLEEPERS.LIP PER FOOT • SPRAY FOAMINSUlAT10NFIRST 7 FROM ALL • CELLBLOSEWSULATIONFORSOUND FOUNDATION SECTIONS-LIFE EXTERIOR WALLS;MIN R.30.FlSERZLASS SLEEPERS BATT REMAINDER FOR SOUND ATSENUATIDN. DAMPENING IN FLOORS FRAMED OVER DRYVENT SYSTEM,MODEL I540-610: ROOM FINISHED SPACES DUAL FUNCTION FLOOD AND O VENTILATION 518'COX PLYWOOD SHEATHING CEI STRAPPING.E O.C. CLOSED CELL INSULATION(MIN.ES W VENTS TO RE REQUIRED By W FOUNDATION CLOSER FRAMING(SEE STRUCTINSULATION DINGS) • CEILING FINISH;SEE RCP DY4GS CLOSED CELL FOAM INSULATION(MIN R-19) FLOORS OVER UNFINISHED SPACES WALLS AS REOUILEp BY CODE BLC 32212 OVER CRAWL SPACE OR UNFINISHED BASEMENT: 1X3 STRAPPING 0 1 T O.0 (SEE FOUNDATION PLANS FOR LOCATIONS) • CLOSED CELL INSULATION(MIN.R-30)W REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR II7ERIOR FLOORS OVER UNFINISHED SPACES FINISH-IYP. FINISH-TYP. A 3 O O �'PLYNOOD IN CRAWL SPACE nPm�e..m v..w.rao.o..no_,..wwen.n.+c.�..w.nwm s¢a NNN wiu mw.nN.Pm e•ae 1 ' I I _ I T.O.STEEL MODE BEPM I t2 >a >A R I ffi T.O.TOP RAZE T.O.OECgIXi FUT ROOF ELEM.It t'-2 YB' T.O.TOPRATE FIAT ROOF -4 1ATTCACCE55 HAT ELEV:t08'-IOYC -— x Af BEV:,W-0•L4TE ELEVATKM t6 . ,�-IS,.N�N.,_8.��! N ...,.+1._.N�._N. ':.N.,.ffi._.-N._.tl.....Y,_.:N..: ------ to b w L T.O.4AB-CRAYL3AACE U Li ELEV:BSP(SITE ELEVAipN ttT _— t - _ _— i v^` L L0.FOORNG �O ... .I ..... ..• • '�.. • '0' — ELF/:Bt'P l4TE ELEVATION IT U BUILDING SECTION-MUD ROOM/MECH SCALE:,la•.1'd ASSEMBLY SCHEDULE FLOOR WALL ROOF TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY 1A SLAB ON GRADE PLOORASSEMBLY 1G FLOOR ASSEMBLY-TILE 1E SLAB ON METAL DECKING FLOOR ASSEMBLY O :WNDATKN WALL ASSEMBLYI 2C EXTERIOR FRAMED WALL ASSEMBLY 2D VENEER STONE WALL ASSEMBLY O GABLE ROOF ASSEMBLY PROGRESS: 1'REINFORCED CONCRETE SLAB(SEE TILE FLOORING:REFER TO MATERIALS INDEX 4T REINFORCED CONCRETE SLAB(SEE TO W4RM4+DRI FOUNDATION BOARD EXTERIOR SIDING(SEE MATERIAL NOTESI VENEER STONE(STONE•MUDSET• ZINC COATED COPPER ROOF SYSTEM • STRUCT.DWGS) • THRLSET • STRUCT.DINGS) • TUFFNDRI WATER PROOFING SYSTEM TAGS ON EXTERIOR ELEVATION DWGS) DRAINAGE MAT=B-) • 300 ASPHALT IMPREGNATED BUILDING FELT NOT FO R • T CLOSED CELL FOAM INs'AATION 'SCHLUTER DITRA HEAT RADIANT FLOOR • 3'1E GA.GALV FORMDECK METAL DECKING • BOARD FORM CONCRETE FINISH *HENRY BLUESKIN-VP HOUSE WRAP(OR . 'HENRY BLUESKOLVPI00 H WSE WRAP(OR SLIP SHEET UNDER ENTIRE SLAB AND SLAB EDGES SYSTEM 1.3 STRAPPING®1S'OR DROPPED CEILING POURED REINFORCED CONCRETE EQUAL) EQUAL) ICE AND WATER SHIELD(70 FROM RAKE CONSTRUCTION 10 MLL.POLY-VABOR BARRIER I•PLYWOOD SUB-FLOOR STEEL BEAM PER STRUCT.DWGS FOUNDATION WALL(SEE STRUCT.WALL) Ifr PLYWOOD SHEATHING(SEE STRUC. }'PLWLOOD SHEATHING(SEE STRUCT. EDGE 6 3-0•FROM EAVES) 8'COMPACTED GRAVEL FLOORING FRAMING;SEE STRUCTURAL DVYGS REFER TO FINISH SCHEDULE FOR INTERIOR1'AIRSPACE.TYP. DINGS) DINGS) I`COX PLYWOOD ROOF SHEATHING(SEE SPRAY FOAM INSULATION FAST 7 FROM ALL FINISH.TYP. 2X WOOD FRAMING @I a'O.C.,TYP.(NMERE 2.B WALL FRAMING(SEE STRUCT.DWGS) WALL FRAMING(SEE STRUCT.DWGS) STRUCT.DWGS) • EXTERIOR WALLS;MIN RJO COMBINED.FIBER SHOWN ON DRAWINGS) CLOSED CELL SPRAY FOAM INSULATION(M W CLOSED CELL INSULATION(M W R-20) RAFTER FRAMING(SEE STRUCT.DINGS) GLASS BATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R•20) REFER TO FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(M W R<S) ATTENUATION. REFER TO FINISH SCHEDULE FOR INTERIOR . REFER TO FINISH SCHEDULE FOR INTERIOR • IX3STRAPPING,18'O.C. WALL FINISH WALLFMISH-TYP. • FlNSH-TYP. • FREFERTINISH-�ISHSCMEWIE FOR WTERK)R SEAPUIT RIVER • CEILING FINISH;SEE RCP DAGS FLOORFLOOR ASSEMBLYMARIMOOD�IMI • DRYVENTS WHERE REQUIRED a �.HPRDNAOD FLOORING:REFER TO RD. RESIDENCE MATERIALS INDEX B9 SEAPUIT RIVER ROAD 1B FLOOR ASSEMBLY4IARDWDOD 1D INT.STONEI DROPPED FRAMING FLOOR ASSEMBLY ROSIN PAPER • I'HARDWOOD FLOORING;REFER TO LARGE BLUESTONE PAVERS,AVG I'THICK • I'PLYWOOD SUB FLOOR 2B ' FOUNDATION WALL ASSEMBLY O INTERIOR WALL ASSEMBLY OSTERVILLE,MA FIAT ROOF ASSEMBLY FLOOR FRAMING;SEE ION THROUGHOUT; OWLS 1X1 WESTERN RED CEDAR SKIRT BOARDS HORIZONTAL 2x WOOD FRAMING AT IB'O.0(SEE FLOOR 38 514X IPE WOOD DECK OVER TAPERED MATERIALS INDEX 1.17 MUDSET I MORTAR BED SPRAY FOAM INSULATKON THROUGHOUT;MIN WITH 1?SPACING W 1X3 W.R.C.HORQONTAL PLANS) SLEEPERS,111'PER FOOT • ROLYWOOD SCHLIITER WTRA HEAT RADVNTFLOOR • I'PLYWOOD S G;SEE SR SYSTEM R-30. FURRING STRPS AT 1B'O.C.VERT.BETWEEN DAMP CAVITDAMPENING N WLL WALLS AR FOR SOUND • FLOOR FRAMING;SEE STRUCTURAL DVvGS -OVER- • CEILING IX3STRAPPING.IVO.C. 8X12 GRANffE PIERS(SEE ELEVATIONS) DAMPENING M WALLS AROUND BATHROOMS FULLY F MEMBRANE • CEILING FINISH;SEE RCP ONGS WARMNRIW FOUNDATION BOARD AND BEDROOMS. SYSTEM(OR EQUAW BUILDING • I'PLYWOOD SUBFLOOR TUFF•FJpRI WATER PROOFING SYSTEM REFER TO FINISH SCHEDULE FOR INTERIOR 1?PLYWOOD SHEATHING OVER TAPERED OVER CONDITIONED SPACE SLEEPERS.I/P PER FOOT • SPRAY FOAM INSULATION FIRST 7 FROM ALL FLOOR FRAMING(SEE STRUCT.DINGS) POURED REINFORCED CONCRETE WALL -TYP. SECTIONS-M U D EXTERIOR WALLS:MIN RaO.FIBER-GLASS • CELLULOSE INSULATION FOR SOUND FOUNDATION WALL(SEE STRUCTURAL DINGS) • TAPERED RIGID INSULATION BETWEEN GATT REMAINDER FOR SOU ATTENUATION. DAMPENING IN FLOORS FRAMED OVER • DRYVENi SYSTEM,MODEL 15/0610: SLEEPERS ROOM ST COX PLYWOOD SHEATHING FINISHED SPACES DUAL FUNCTION FLOOD AND O N RATIO N RAFTER FRAMING(SEE STRUCT.DINGS) • 1X3 STRAPPNG,E O.C. CLOSED CELL INSULATION(MIN.R30)IN VENTS TO BE INSTALLED W FOUNDATION CLOSED CELL FOAM INSULATION(MIN R<B) • CEILING FlNISH;SEE RCP DMGS FLOORS OVER UNFINISHED SPACES WALLS AS REQUIRED BY CODE IRC 32U2 REFER TO FlNISH SCHEDULE FOR INTERIOR A 3 01 1X3 STRAPPING®IE O.0 (SEE FOUNDATION PLANS FOR LOCATIONS) FINISH•TYP. OVER CRAWL SPACE OR UNFINISHED BASEMENT: REFER A FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(MIN.RJO)IN FINISH-TYP. FLOORS OVER UNFINISHED SPACES I'PLYWOOD IN CRAWL SPACE - YvanAv..m..w.m ..•wwea.n•.ea.�msn..nwro s ct _ =R >w.vo Nvvw ` T.O.STEEL PoOGE BEAIA _-_-_-_-_-_-_-_-_ _-_-_ ¢Le lr3ma- -- -- - >r R B T.O.TOP PULE FLATROOFFOYER ¢tv lAra va• _-_ -_- _ __-__ I� I i I I ¢EV:IOVQ(SRE EIEvaRON FLL _ - -_-_ T.O.91A8-CRavASPAtE U ¢EV:95'PlSTiE EIEVARbl1IT C_ _-_ ' • ' - I 'L° -. ,- __�y. ,,i}a_ ' -_,Tt n--::.5� .::#n��'.;Fri s�.,1;-.i5' '•.�j:. . o --- ----- --- �° ---- 2 ELE:LrvISNE EIFVaiIG1T) ----- L----- 1 J � Q BUILDING SECTION-FOYERSECTION-FOYER SCALE:vA••ra ASSEMBLY SCHEDULE FLOOR WALL ROOF TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY to SLAB ON GRADEFLOORASSEMBLY 7L FLOOR ASSEMBLY-TILE IE LLABONMETALDECKINGFLOORASSEMBLY O POUNDATKWWALLASSEMBLYI ZC EXTERIOR FRAMED WALL ASSEMBLY ZD VENEER STONE WALL ASSEMBLY O GABIEROOFASSEMBLY PROGRESS: P REINFORCED CONCRETE SLAB(SEE TILE FLOORING;REFER TO MATERIALS INDEX 67'REINFORCED CONCRETE SIM(SEE TO WARM4+DRI FOUNDATION BOARD EXTERIOR SIDING(SEE MATERIAL NOTES, VENEER STONE(STONE•MUDSET• ZINC COATED COPPER ROOF SYSTEM • STRUCT.ONGS) : THWSET • STRUCT.DWGS) TUFFNDFU WATER PROOFING SYSTEM • TAGS ON EXTERIOR ELEVATION DW.SS) DRAINAGE MAT=6-) : 308 ASPHALT IMPREGNATED BUILDING FELT NOT FO R • 7'CLOSED CELL FOAM INSULATION •SCHLUTER DITRA HEAT RADIANT FLOOR • 716 GA GALV FORMDECK METAL DECKING BOARD FORM CONCRETE FINISH • 'HENRY BLUESKIN•VP MAP AP(OR -HENRY BLUESKIN.VPIW HOUSE WRAP(OR SLIP SHEET UNDER ENTIRE SLAB AND SLAB EDGES SYSTEM 7 a 3 STRAPPING @ I W OR DROPPED CEILING POURED REINFORCED CONCRETE EQUAL) EQUAL) ICE AND WATER SHIELD(z'a FROM RAKE CONSTRUCTION 10 MB.POLY•VABOR BARRIER T PLYWOOD SUB-FLOOR STEEL BEAM PER STRUCT.DWGS FOUNDATION WALL(SEE STRUCT.WALL) 1?PLYWOOD SHEATHING(SEE STRUC. }'PLYWOOD SHEATHING(SEE STRUCT. EDGE&7-7 FROM EAVES) B'COMPACTED GRAVEL • FLOORING FRAMING:SEE STRUCTURAL DINGS REFER TO FINISH SCHEDULE FOR INTERIOR I•AIRSPACE,TYP. - DINGS) DINGS) r COX PLYWOOD ROOF SHEATHING(SEE H- SPRAY FOAM INSULATION FIRST 7 FROM ALL FINISTYP. ZX WOOD FRAMING®i6'O.C..TYP.(N11ERE 2 v S WALL FRAMING(SEE STRUCT.DINGS) S) STRICT.DINGS) EXTERIOR WALLS;MIN Rao COMBINED.FIBER SHOWN ON DRAWINGS) CLOSED CELL SPRAY FOAL INSULATION(MIN CALLED CELL INSULATION(MIN WALL FRAMING(SEE STRUCT.DNG IAGR-20) RAFTER FRAMING (SEE STRUCT.DADS) GLASS GATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R-7(I) REFER TO FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(MIN R49) ATTENUATION. REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR INTERIOR FB.LISH-TYP REFER TO FINISH SCHEDULE FOR INTERIOR S EA P U I T RIVER 1X3 STRAPPING.18'O.C. WALL FINISH WALL FINISH•TV. FINISH-TYP. • CEILING FINISH:SEE RCP DAR)S IF FLOOR FLOOR ASSEMBLYFWLDVYOOD�aO) • ORYVENTS WHERE REOURED RD. RESIDENCE r HARDWOOD FLOORING:REFER TO • MATERIALS INDEX ED 1B FLOOR ASSEMBLYFVIRDWOOD ID INT.STONE I DROPPED FRAMING FLOOR ASSEMBLY • ROSIN PAPER OSTEAVILLE.LIT A ROAD • }'HARDWOOD FLOORING;REFER TO LARGE BLUESTONE PAVERS,AVG}'THICK • 'PLYWOOD SUBFLOOR 2B FOUNDATION WALLASSEMBLY2 INTERIOR WALL ASSEMBLY OSTERVILLE.MM MATERIALS IN 1-1lt•MUDSETIMORTM BED FLOOR FRAMING:SEE STRUCTURAL OWLS 7XA WESTERN RED CEDM SKY BOMDL 2E bNOW FRAMING AT 16 O.0(SEE FLOOR 3B FLAT ROOF ASSEMBLY • ROSIN PAPER •SCHLUTER DITRA HEAT RADIANT FLOOR SPRAY FOAM INSULATION THROUGHOUT:MIN WITH 1IT SPACING ON IX3 W.R.C.HORIZONTAL • PLANS) • 51IX WE WOOD DECK OVER TAPERED SLEEPERS,IIP PER FOOT • i'PLYWA70D SUBFLOOR SYSTEM RaO. FURRING STRIPS R 1(SO.C,VERT.BETWEEN BAIT DAMPENING INSULATION FOR SOUND . FULLY ADHERED EPDM ROOF MEMBRANE 8 X17 GRANITE PIERS(LEE ELEVATIONS) DAMPENING IN WALLS MOUND BATHROOMS SYSTEM(OR EQUAL.) • WA F-NDRI l FOUWATER PROOFING BOND AND BEDROOMS. . 17 PLYWOOD SHEATHING OVER TAPERED BUILDING • FLOOR FRAMING:SEE STRUCTURAL DNGS -OVER- 1X35TRAPPING,16'O.C. • CEILING FINISH;SEE RCP DINGS • F PLYWOOD SUB-FLOOR TUFFRIDRI WATER ED CONCRETE ETSTEM REFER TO FIN-TYP. SCHEDULE FOR INTERIOR TAPERED RIOO PER FOOT BETWEEN OVER CONDITIONED SPACE: SLEEPERS.tlf PER FOOT • SPRAY FOAM INSULATION FIRST 7 FROM ALL FLOOR FRAMING(SEE STRUCT.DWGS) POURED REINFORCED CONCRETE SECTIONS- EXTERIOR WALLS:MIN R*W,FIBER-GLASS • CELLULOSE INSULATION FOR SOUND FOUNDATION WALL(SEE STRUCTURAL DNGS) WALL FINISH•TYP. BATT REMAINDER FOR S ATTENUATION. DAMPENING IN FLOORS FRAMED OVER DRYVENT SYSTEM,MODEL 1510-b10: - SLEEPERS FOYER 517 WX PLYWOOD SHEATHING FINISHED SPACES WALL FUNCTION PL000 qNp VENTBATION CLOSED CELL FOAM INSULATIONSTRUCT. (MIN) • I)O STRAPPING,IE O.C. CLOSED CELL INSULATION(MIN.RaO)IN • CEILING FINISH;SEE RCP DWOS PLWRS OVER UNFINISHED SPACES VENTS TO BE WSTAl1E0IN FOUNDATION RAFTER FRPMFO(SEE STRUCT.DADS) 49) IX3 STRAPPING®IS'0.0 WALLS U DATION L BY CODE IOC LOCATIONS) OVER CRAWL SPACE OR UNFINISHED BASEMENT: REFER TO FINISH SCHEDULE FOR INTERIOR (LEE FOUNDATION PLANS FOR LOCATIONS) REFER TO FINISH SCHEDULE FOR INTERIOR • FINISH•TYP. CLOSED CELL INSULATION(MIN.Rao)IN FINISH-TYP. n O^ FLOORS OVER UNFINISHED SPACES H L PLYWOOD IN SPACE vamv•.v u,w.m•mmp.•.wwume•rnwmyunum seetnre_urw w.a••vu --- - --- ---------- lo - ------ --------------- - - --- ----------- --- -- --------- ------- - P501 , M ME i F cOUNO TP CEILPIO >a EIEV:u9�3PM' � - I aEV:IIIJ IY --------- �'•:' �� ---- T.G.TWKATE IMT,PPIATE ELEY.IIT-IOTIB- I aEY.IIT-107W _—_ aEN I ITa S9' rn T,o.sEwNO KooR suBKooR x I - '--'- - I i � i r.o.sEconO KaoR su6aooR .� I x Elty llvau Is aEv:llva vcIIIR _ PDX —_—_—_—_— IIIII —_—_—_—__ T,O.TOP MTE FIRST KOOR -� �' T.O.TOP PIATE FlRSL FLOOR I ELtv:IWa' _—_�_ f_� aEV:109S I I I i I I I I q I i q i p z I I e a & m I B i i iir I B � NNN T.O.FlRSf SUf1FL00R I I I I I Now T.O.FWSf ELEY.I WQ(SITE aEVP110N 161 I PSO] aEV:t W V(SITE ELEVAnGN I@) 1 _— 4 ' MEVl AVQ GRAOE•1_ � 11/\.I ._.___.—.—.—._._-� m 1A 2B 2B 7A � ■ T.O.SLAB.CRAVASPPCE I I I 'l$.LY-n.�Sd b7: T.O.SLAB.QUNtSDPCE LlF':t✓i-P(gTE ElBVPnON 11T I - .. 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'HENRY BLUESKR4VP10P HOUSE WRAP(OR SLIP SHEET UNDER ENTIRE SLAB AND SLAB EDGES SYSTEM 1 x 3 STRAPPING®16'OR DROPPED CEILING POURED REINFORCED CONCRETE EQUAL) EQUAL) ICE AND WATER SHIELD(ZV FROM RAKE • IO MIL.POLY-VABOR BARRIER -PLYWOOD SUB-FLOOR STEEL BEAM PER STRUCT.DWGS FOUNDATION WALL(SEE STRUCT.WAIN IR'PLYWOOD SHEATHING(SEE STRUC. }'PLYWOOD SHEATHING(SEE STRUCT. EDGE 6 T-T FROM EAVES) CONSTRUCTION 6'COMPACTED GRAVEL FLOORING FRAMING:SEE STRUCTURAL DADS REFER TO FINISH SCHEDULE FOR INTERIOR I•AIRSPACE•TYP. DWGS) py�Gg) COX PLYWOOD ROOF SHEATHING(SEE SPRAY FOAM INSULATION FIRST Z FROM ALL FINISH-TYP. 2X WOOD FRAMING®16'O.C.,TYP.MHERE 2 x 6 WALL FRAMING(SEE STRUCT.DINGS) WALL FRAMING(SEE STRUCT.DINGS) STRUCT.DINGS) EXTERIOR WALLS;MIN R-M COMBINED.FIBER SHOWN ON DRAWINGS) CLOSED CELL SPRAY FOAM INSULATION(MIN CLOSED CELL INSULATION(MIN R-20) RAFTER FRAMING(SEE STRUCT.DINGS) GLASS BATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R-20) REFER TO FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(MIN R49) ATTENUATION. REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR INTERIOR FlNISM-TYP. REFERTORN H SCHEDULE FOR INTERIOR SEAPUIT RIVER • 1X3STRPPPING,IB.O.C. WALL FINISH WALL FINISH-TYP. FINISH-TYP.IS • CEILING FINISH;SEE RCPDWGS 1F FL H EARIEMWWDLARDW ODFLOOG:R(R-30)To DRYVENTS4N¢REREQUIRED RD. RESIDENCE MAT18 ��RASSEMBLYNARDWOOD ROSERNLSINDEX 1D INT.STONE(DROPPED FRAMING FLOOR ASSEMBLY ROSEN PAPER 89 SEAPUIT RIVER ROAD • �'HMOWOOD FLOORING:REFER TO LARGE BLUESTONE PAVERS,AVG t THICK �-PLYWOOD SUB-FLOOR 2B FOUNDATION WALLASSEMBLY2 INTERIOR WALL ASSEMBLY MATERIALS INDEX 1-112'MUOSET I MORTAR BED I XI VME$TER I RED CEDAR SKIRT BOARDS 2E 2x WOOD FRAMING AT I6 O.C(SEE FLOOR 38 OSTERVILL A FLOOR FRAAIMG;SEE STRUCTURAL DINGS FLAT ROOF ASSEMBLY • ROSIN PAPER -SCHLUTER DITRA HEAT RAOUNT FLOOR SPRAY FOAM INSULATION THROUGHOUT;MIN WITH 112'SPACING ON 1X3 W.R.L.HORIZONTAL • PLANS) • �'RYV1000 SUBFLOOR SYSTEM R->0. SLEERX PE WOOD DECK OVER TAPERED FURRING STRIPS AT 18'O.C.VERT.BETWEEN GATT CAVITY INSULATION FOR SOUND BLEEPERS,lld'PER FOOT • FLOOR FRAMING;SEE STRUCTURAL DINGS -OVER- • 1X3 STRAPPING.IS'O.C. BX12 GRANffE PIERS(SEE ELEVATKTNS) DAMPENING IN WALLS AROUND BATHROOMS FULLY ADHERED EPOM ROOF MEMBRANE • CEILING FINISH;SEE RCP DINGS WARMN-DRI FOUNDATION BOARD AND BEDROOMS. SYSTEM(OR EQUAL,) BUILDING OVER CONDITIONED SPACE: r PLYWOOD SUB-FLOOR TUFFNDRI WATER PROOFING SYSTEM REFER TO FINISH SCHEDULE FOR INTERIOR Ur PLYWOOD SHEATHING OVER TAPERED • SPRAY FOAM INSULATION FIRST Z FROM ALL FLOOR FRAMING(SEE STRUCT.DINGS) POURED REINFORCED CONCRETE WALL FINISH-TYP. SLEEPERS,il4DI PER FOOT SECTIONS- E%TERpR WALLS:MIN RJO.FIBER-GLASS CELWLOSE INSULATION FOR SOUND FOUNDATION WALL(SEE STRUCTURAL DWGS) TAPERED RIGID INSULATION BETWEEN BATE REMAINDER FOR SOUND ATTENUATION. DAMPENING IN FLOORS FRAMED OVER DRYVENT SYSTEM,MODEL 1500SI0: BLEEPERS GUEST WING 1X3 STRAPPING.IV O.C. FINISHED SPACES DUAL FUNCTION FLOOD AND VENfOATKTN RAFTER FRAMING(SEE STRUCT.DWGS) SW COX PLYWOOD SHEATHING CEILING FINISH;SEE RCP DWGS CLOSED CELL INNFINIS E(MIN.Rao)W VENTS TO BE INSTALLED W FOUNDATION CLOSED CELL FOAM INSULATION(MIN R« ' FLOORS OVER UNFINISHED SPACES WALLS AS BEOURTED BY CODE IRC 32221 OVER CRAWL SPACE OR UNFINISHED 845EMENT: 1X3 STRAPPING 0IS'O.0 (SEE FOUNDAE PLANS FOR LOGLTIONS) • CLOSED CELL WSUlA710N(MIN.RJO)IN REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR INTERIOR ///•.�� ///•.�� FLOORS CELLOVE LN FMISHE(MIN R S FINISH PLYWOOD FlNISM-TYP. 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P PLYWOOD SHEATHING(SEE STRUCT. EDGE S 7-0'FROM EAVES) 6'COMPACTED GRAVEL FLOORING FRAMING:SEE STRUCTURAL DINGS REFER TO FINISH SCHEDULE FOR INTERIOR V ARSPACE,TYP. OWXi6) pWGS) t COX PLYWOOD ROOF SHEATHING(SEE SPRAY FOAM INSULATION FIRST 7 FROM ALL FINISW TYP. 2X WOOD FRAMING 01 S'O.C.,TYP.MHERE 2 9 6 WALL FRAMING(SEE STRUCT.DWGS) WALL FRAMING(SEE STRUCT.DWGS) STRUCT.DWGS) EXTERIOR WALLS;MIN R-W COMBINED.FIBER SHOWN ON DRAWINGS) CLOSED CELL SPRAY FOAM INSULATION(MIN CLOSED CELL INSULATION(MIN R-20) RAFTER FRAMING(SEE STRUCT.DWGS) GLASS BATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R.20) REFER TO FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(MIN R49) ATTENUATION. REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR INTERIOR FINISH-TYP. REFER TO FINISH SCHEDULE FOR INTERIOR S EAP U I T RIVER • IA STRA PINGINISH: 6'O.C. FLOOR A.SSEMBLY�IARDWOOD R-3M • DRYVEMs WHERE REQUIRED W'��''IS"-TYP. FINISH•TYP. R D. RESIDENCE CEILING FINISH:SEE RCP DINGS 1 F M HARDWOOD FLOORING;REFER TO MATERIALS IN 69 SEAPVIT RIVER ROAD 1B FLOOR ASSEMBLY+WRDWOOD 1D PR.STONE I DROPPED FRAMING FLOOR ASSEMBLY • ROS94PAPER OSTERVILLE•MA FOUNDATION WALL ASSEMBLY2 INTERIOR WALL ASSEMBLY 11ARONg00 FLOORING:REFER TO LARGE BLUESTONE PAVERS,AVG THICK PLYWOOD SUBFLOOR 28 I%<WESTERN RED CEOAR SKIRT BOARDS 2E Zx WOOD FRAMING AT 18-O.0(SEE FLOOR 38 FLAT ROOF ASSEMBLY MATERIALS IN 1-1l1'MUDSET I MORTAR BED FLOOR FRAMING;SEE STRUCTURAL DWGS - PLANS) O SNX RE WOOD DECK OVER TAPERED • WITH IAr SPACING ON IX3 W.R.C.HORIZONTA • ROSIN PAPER 'SCHLUTER DffRA MEAT RADIAN FLOOR SPRAY FOAM INSULATION THROl1G/10Uf;MIN SLEEPERS,IM-PER FOOT • )•PLYWOOD SUB-FLOOR SYSTEM R->D. FURRING STRIPS AT iB-O.C.VENT.BETWEEN BATi CAVITY INSULATION FOR BOUND FULLY ADHERED EPDM ROOF MEMBRANE • 1X3 STRAPPING.IC OP DINGS.C. 6X12 GRANITE PIERS(SEE ELEVATIONS) DAMPENING IN WALLS AROUND BATHROOMS SYSTEM(OR EQUAL) FLOOR FRAMING;SEE STRUCTURAL DINGS -OVER- • CEILING FINISH:SEE RC WARM 4ZRI FOUNDATION BOARD AND BEDROOMS' 1?PLYWOOD SHEATHING OVER TAPERED BUILDING OVERCONDITIONEDSPACE: rPLYWOODSUBFLOOR TUFF-NDRI WATER PROOFING SYSTEM REFER TO FINISH SCHEOULE FOR INTERIOR SLEEPERS.11a'PERFOOT SECTIONS- • FLOOR FRAMING(SEE STRUCT.DINGS) POURED REINFORCED CONCRETE WALL FINISH-TYP. • SPRAY FOAM INSULATION FIRST I FROM ALL TAPERED RIGID INSULATION BETWEEN EXTERIOR WALLS;MIN RJO.FIBERGLASS CELLULOSE MIN FLOORS L FOR ED OV FOUNDATION WALL(SEE STRUCTURAL DWGg) SLEEPERS DA ISHEDS ACES FRAMED OVER • DUAL FUNCTION CTIONF FLOOD VENTILATION MASTER WING RAFTER FRAMING(SEE STRUCT.GAGS) GATT REMAINDER FOR SOUND ATTENUATION- FINISHED SPACES DUAL FUNCTION FLOODAND VENM110N 5/6'COX R SHEATHING f EI STRAPPING,1E O.C. CLOSED CELL INSULATION MW.Ra0)W VENTS TO BE INSTALLED W FOUNDATION • GELLING FINISH;SEE RCP DINGS ( CLOSED CELL FOAM INSULATION(MIN INTERIOR FLOORS OVER UNFINISHED SPACES WILLS AS REQUIRED BY CODE IRC 32222 OVER CRAWL SPACE OR UNFINISHED BASEMENT. IX3 STRAPPING 016'O.0 (SEE FOUNDATION PANS FOR LOCATIONS) \ REFER TO FlNISH SCREW LE FOR INTERIOR • CLOSED CELL INSULATION(MIN.R-M)W REFER TOFWISM SCHEDULE FOR INTERIOR FWISM-TYP. A30 /� FLOORS OVER UNFINISHED SPACES FINISH-TYP. 4 r PLYWOOD IN CRAWL SPACE n>m�v..a v..w.rev�uoo_•••q•ule..v.•w.�..sn..�.wmeulnro scctcrn_..w ..m w•a••acww i i -------------------- ------------------------' ------- --- -- - ---+------------------------- l OVEPALL,IEIGM I �\GVEPhLL MEIGM ------ ------------------------ EIEV:IZS61G' —_—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_. 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EXTERIOR FRAMED WALL ASSEMBLY VENEER STONE WALL ASSEMBLY GABLE ROOF ASSEMBLY 1A • 1'REINFORCED CONCRETE SLAB(SEE 1C • TILE FLOORING;REFER TO MATERIALS INDEX 1 E • 4T REINFORCED CONCRETE SLAB(SEE TO O • WARMNORI FOMDATION BOARD O EXTERIOR SIDING(SEE MATERIAL NOTESI 2D VENEER STONE(STONE.MUDSET• • ZINC COATED COPPER ROOF SYSTEM PROGRESS: STRUCT.DINGS) THWSET STRUCT.DINGS) TUFF-NDR1 WATER PROOFING SYSTEM TAGS ON EXTERIOR ELEVATION DWGS) DRAINAGE MAT-S-) 3W ASPHALT IMPREGNATED BUILDING FELT NOT FOR • 2 CLOSED CELL FOAM INSULATION •SCHLUTER DITRA HEAT RADIANT FLOOR • 716 GA GALV FORMDECK METAL DECKING • BOARD FORM CONCRETE FINISH . -HENRY BLUESIUN-W HOUSE WRAP(OR 'HENRY BLUESKIWVP10D'HOUSE WRAP(OR • SUP SHEET UNDER ENTIRE SLAB AND SLAB EDGES • SYSTEM 1.3 STRAPPING @ Ir OR DROPPED CEILING POURED REINFORCED CONCRETE EOUAL) • EQUAL) • ICE AND WATER SHIELD(7-7 FROM RAKE • 10 MIL.POLY-VABOR BARRIER . r PLYWOOD SUB-FLOOR STEEL BEAM PER STRUCT.GAGS FOUNDATION WALL(SEE STRUCT.WALL) . 10'PLYWOOD SHEATHING(SEE STRUC. }'PLYWOOD SHEATHING(SEE STRUCT. EDGE&7-7 FROM EAVES) CONSTRUCTION STRUCTURAL COMPACTED GRAVEL FLOORING FRAMING;SEE STRUCTVR DWCS REFER TO FINISH SCHEDULE FOR INTERIOR I'AWSPACE,TYP. DVrGS) DWGS) r COX PLYWOOD ROOF SHEATHING(SEE SPRAY FOAM INSULATION FIRST 7 FROM ALL FINISK TYP. 2X WOOD FRAMING 01 9'O.C..TYP.(MERE 2•S WALL FRAMING(SEE STRUCT.DINGS) WALL FRAMING(SEE STRUCT.DWGS) STRUCT.DWGS) EXTERIOR WALLS;MIN R-W COMBINED.FIBER SHOWN ON DRAWINGS) CLOSED CELL SPRAY FOAM INSULATION(M W CLOSED CELL INSULATION(MIN R-20) RAFTER FRAMING(SEE STRUCT.OWLS) GLASS BATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R.20) REFER TO FINISH SCHEDULE FOR INTERIOR CLOSED CELL INSULATION(MIN R49) ATTENUATION. • REFER TO FINISH SCHEDULE FOR INTERIOR • REFER TO FINISH SCHEDULE FOR INTERIOR • FINISH-TYP REFER TO FIN H SCHEDULE FOR INTERIOR SEAPUIT RIVER • 1x3STRAPPING,19'O.C. WALL FINISH WALL FINISH-TYP. FINISH-TYP. • CEDING FINISH;SEE RCP DWGS 1F FLOOR ASSEMBLY�WRDWOOD MJ01 • DRYVENTS MERE REQUIRED R D. RESIDENCE t HARDWOOD FLOORING:REFER TO • MATERIALS IN 69 SEAPUIT RIVER ROAD 1 B FLOOR ASSEMBLY�UROYWOD 1 D INT.STONE I DROPPED FRAMING FLOOR ASSEMBLY • ROSIN PAPER 'HARDWOOD FLOORING;REFER TO LARGE BLIIESTONE PAVERS,AVG�'TMICK t PLYWOOD SUBFLOOR 2B FOUNDATION WALL ASSEMBLY 2 INTERIOR WALL ASSEMBLY OSTERVILLE,MA tXM WESTERN RED CEDAR SKIRT BOARDS 2E 2x WOOD FRAMING AT 18'O.0(SEE FLOOR 38 FLAT ROOF Vt�D DECK OVER TAPERED SSEMBLY MATERIALS INDEX 1 17 MUDSET I MORTAR BED FLOOR FRAMING;SEE STRUCTURAL DWGS WITH 1R'SPACING ON 1X3 W.R.C.HORIZONTAL BANS) SLEEPERS,OD PER FOOT ROSIN PAPER SCHLUTER DITRA HEAT RADIANT FLOOR SPRAY FOAM INSULATION THROUGHOUT:MEN114' • t PLYWOOD SUB FLOOR • SYSTEM • R-M. FURRING STRIPS AT 1B'O.C.VERT.BETWEEN BATT CAVITY INSULATION FORSOUND • FULLYADHEREDEPOMOT MEMBRANE FLOOR FRAMING:SEE STRUCTURAL OW GS -OVER- • 1X3 STRAPP(NG,19'O.C. SX12 GRANITE PIERS(SEE ELEVATIONS) DAMPENING W WALLS AROUND BATHROOMS • Y PLYLu000 SUB-FLOOR • CEILING FINISH:SEE RCP DINGS WARMN-II FOUNDATION BOARD AND BEDROOMS. • SYSTEM PLYWOOD(Y(OR E SHEATHING OVER TAPERED BUILDING TUFF40RI WATER PROOFING SYSTEM REFER TO FINISH SCHEDULE FOR INTERIOR SECTIONS- OVER CONDIT SPACE: FLOOR FRAMING(SEE STRUCT.DWGS) POURED REINFORCED CONCRETE WALL FINISH-TYP. SLEEPERS,RIP PER FOOT • SPRAY FOAM INSULATION FIRST 7 FROM ALL TAPERED RIG INSULATION BETWEEN • CELLULOSE INSULATION FOR SOUND FOUNDATION WALL(SEE STRUCTURAL OIAGS) EXTERIOR WALLS;MINSOUND ATTENUATION. DAMPENING IN FLOORS FRAMED OVER • DRYVENTSYSTEM,MODEL 15A0fif0; SLEEPERS GARAGE BATS REMAINDER FOR SOUND ATTENUATION. FINISHED SPACES DUAL FUNCTION FLOOD AND VENTILATION RAFTERFRAM�D(EESTRUCT.OWGS) CEILING STRAPPING,E O.C. CLOSED CELL INSULATION(MIN.R-W)W VENTS TO BE INSTALLED W FOUNDATION CLOSED CELL FOAM INSULATION(MIN R4 • CEILING FINISH;SEE RCP DINGS FLOORS OVER UNFINISHED SPACES WALLS AS REOUIRED BY CODE IRC 322.2.2 REFER TO FINISH SCHEDULE FOR INTERIOR 1X3 STRAPPING®CHO.0 (SEE FOUNDATION PLANS FOR LOCATIONS MM 0 OVER CRAWL SPACE OR UNFINISHED BASEMENT: REFER TO FINISH SCHEDULE FOR INTERIOR FINISH-TYP. H CLOSED CELL INSULATION(MIN.RJO)W FINISH-TYP.FLOORS OVER UNFINISHED SPACES PLYWOOD IN CRAWL SPACE wmRlc..a PM.w. _...�A.,,.e,.n.,•vwnwoosettw_ Pn.••e•ww i 5 : 2 g 16� = l,6 T.O.TOP P1AtE EIEV 1- --___ _ _____-_ ________-- - _________iA 4 I tF al 1 � ELEV:tbPQ 19TE ELEVPTIOry 167 6 I I I _ •� U I � w I i iH T.O.SLAB-BA9EMEM I I � ,, ElEv 9D-2 w-(SITE BEVPTKk16.19H � - _ __ V O BUILDING SECTION-WORKOUT ROOM SCALE:LIT•1'd ASSEMBLY SCHEDULE FLOOR WALL ROOF TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY TAG ASSEMBLY 1A SEAS ON GRADE FLOOR ASSEMBLY I C FLOOR ASSEMBLY-TILE I E SLAB ON METAL DECKING FLOOR ASSEMBLY O :OUNDARON WALL ASSEMBLY I 2C EXTERIOR FRAMED WALL ASSEMBLY 2D VENEER STONE WALL ASSEMBLY O GABLE ROOF ASSEMBLY PROGRESS: A-REINFORCED CONCRETE SLAB(SEE TILE FLOORING;REFER TO MATERULLS INDEX 4.r REINFORCFD CONCRETE SLAB(SEE TO WARM�!-DRI FOUNDATION BOARD EXTERIOR SIDING(SEE MATERIAL NOT W VENEER STONE(STONE•MUDSET• ZINC COATED COPPER ROOF SYSTEM • STRUCT.DWGS) THINSET STRUCT.DWGS) TUFF�IDRI WATER PROOFING SYSTEM • TAGS ON EXTERIOR ELEVATION DWGS) • DRAINAGE MAT=S) • 300 ASPHALT IMPREGNATED BUILDING FELT NOT FO R • 7 CLOSED CELL FOAM INSULATION •SCHLUTER DITRA HEAT RADIANT FLOOR • 3'IS GA GALV FORMDECK METAL DECKING BOARD FORM CONCRETE FINISH -HENRY BLUESKIN-VP HOUSE WRAP(OR • •HENRY BLUESKIWVP10D•HOUSE WRAP(OR SLIP SHEET UNDER ENTIRE SLAB AND SLAB EDGES SYSTEM I.3 STRAPPING 019•OR DROPPED CEILING POURED REINFORCED CONCRETE EQUAL) EQUAL) ICE AND WATER SHIELD(Z-0'FROM RAKE CONSTRUCTION 10 MIL.POLY•VABOR BARRIER t PLYWOOD SUB-FLOOR STEEL BEAM PER STRUCT.DINGS FOUNDATION WALL(SEE STRUCT.WALL) 1F2•PLYWOOD SHEATHING(SEE STRUC. �'PLYWOOD SHEATHING(SEE STRUCT. E}DGE%70 FROM EAVES) 6 COMPACTED GRAVEL • FLOORING FRAMING:SEE STRUCTURAL BAGS REFER TO FINISH SCHEDULE FOR INTERIOR 1•AIRSPACE,TYP. DWGS) DWGS) 1 CO%PLYWOOD ROOF SHEATHING(SEE SPRAY FOAM INSULATION FIRST Z FROM ALL FINISIL TYR 2X WOOD FRAMING 016 O.C..TYP.INHERE 2.S WALL FRAMING(SEE STRUCT.DWGS) WALL FRAMING(SEE STRUCT.OWLS) STRUCT.DWGS) EXTERIOR WALLS;MIN R-30 COMBINED.FIBER SHOWN ON DRAVANGS) CLOSED CELL SPRAY FOAM INSULATION(MIN CLOSED CELL INSULATION(MIN R-20) RAFTER FRAMING(SEE STRUCT.DWGS) GLASS BATT REMAINDER FOR SOUND SPRAY FOAM INSULATION R-20) REFER TO FINISH SCHEDULE FOR INTERIOR . CLOSED CELL INSULATION(MIN R49) ATTENUATION. REFER TO FINISH SCHEDULE FOR INTERIOR REFER TO FINISH SCHEDULE FOR INTERIOR FINISH-TYP. REFER TO FINISH SCHEDULE FOR INTERIOR S EA P U I T RIVER • 1 X3 STRAPPING,I B•O.C. WALL FINISH WALL FINISH-TYP. • FINISH-TYP. • CEILING FINISH;SEE RCP DWGS 1F FLOOR ASSEMBLYFWROWOOD��3 _ ORYVENTS VYHERE REQUIRED r HARDWOOD FLOORING,REFER TO RD. RESIDENCE MATERIALS IN S9 SEAPUIT RIVER ROAD ' O FLOOR ASSEMBLY�IARDNppD 1 D ENT.STONE I DROPPED FRAMING FLOOR ASSEMBLY • ROSIN PAPER 18 OSTERVILLE,MA �MARDNGOD FLOORING:REFER TO LARGE BLUESTONE PAVERS'AVG r THICK PLYWOOD SUB FLOOR 2B FOUNDATION WALL ASSEMBLY 2 2E INTERIOR WALL ASSEMBLY FLAT ROOF ASSEMBLY MATERIALS MOE1t 1-tY'MUDSET I MORTAR BED FLOOR FRAMING:SEE STRUCTURAL DWW 1X<WESTERN RED CEDAR SKIRT BOARDS 2.WOOD FRAMING AT 1C O.0(SEE FLOOR 38 SC%PE WOOD DUCK OVER TAPERED ROSIN PAPER SPRAY FOAM INSULATION THROUGHOUT;MIN WITH IFC SPACING ON 1X3 W.R.C.HORIZONTAL PANS) •SCHLUTER gTRA HEAT RADIAN FLOOR FURRING STRIPS AT I O.C.VERT.BETWEEN BATT CAVITY INSULATION FOR SOUND SLEEPERS,RE PER FOOT F•PLYWOOD SUB-FLOOR SYSTEM Rom' B%12 GRANITE PEERS(SEE ELEVATIONS) DAMPENING IN WALLS AROUND BATHROOMS FULLY ADHERED EPDIA ROOF MEMBRANE • FLOOR FRAMING;SEE STRUCTURAL DINGS -OVER- • 1 CEILING FINISH: IS O.C. , WARMFLORI FOUNDATION BOARD • AND BEDROOMS. SYSTEM(Y(OR EQUALJ SNEATFIWG OVER TAPERED • CEILING FINISH;SEE RCP DINGS TUFFRDRI WATER PROOFING SYSTEM REFER TO FINISH SCHEDULE FOR INTERIOR SLEEPERS 11f PER FOOT BUILDING oVE SPRAY ITIONFD SPACE: FLOORF FRAMING EES POURED REINFORCED CONCRETE WALL FINISH-TYP, TAPERED RIGID INSULATION BETWEEN SECTIONS-GYM SPRAY FOAM INSULATION FIRST Z FROM ALL FLOOR FRAMING(SEEN FORT.DINGS) FOUNDATION WALL(SEE STRUCTURAL DADS) SLEEPERS EXTERIOR WALLS:MIN R.70.FIBER-GLASS CELLULOSE INSULATION FORT DRYVENT SYSTEM.MODEL 1510�10: SS•EPE PLYWOOD SIffATRONG GATT REMAINDER FOR SOUND ATTENUATION. DAMPENING IN FLOORS FRAMED OVER I lLt STRAPPING,18'O.C. FINISHED SPACES DUAL FUNCTION FLOOD AND VENTILATION RAFTER FRAMING(SEE STRUCT.DINGS) CEILING FINISH;SEE RCP OWLS CLOSED CELL INSULATION(MIN.Rd%W VENTS TO BE INSTALLED W FOUNDATION RAFTED CELL FOAM INSULATION M FLOORS OVER UNFINISHED SPACES WALLS AS REQUIRED BY CODE IRC 322Z2 (MEN Reg) IX3 STRAPPING®1B'O.0 (SEE FOUNDATION PLANS FOR LOCATIONS) REFER TO FINISH SCHEDULE FOR INTERIOR A 3 0 6 OVER CRAWL CLOSED SU UNFINISHED BASEMEN: FINISH-TYP. CLOSED CELL INSULATION(MIN.RJ'O)W REFER TO FINISH SCHEDULE FOR INTERIOR FLOORS OVER UNFINISHED SPACES FINISH-TYP. r PLYWOOD IN CRAWL SPACE vm-mn•.a w, _...inm=.m•+a.�.P.sn.uum sEclwlu ar.sy,m.a.m.=.P wP eaaPn • • i - ,�,,.¢ \ IYRCAL ROOF ASSEMBLY 13 - (G 1 ROOF) (GABLE TYPILELL ROOWFF)FASSEMBLY 10� �. 13 �tB YA I1 Ff T.O.tOP%ATE PT OORNER VANDOw -I� COPPER GV RAND FLASMNO 115�5.' L3 CVGW�RC FASCA _.__ ___CL lltl CVCYNRC FASCIA I _- ZU CV MC FASM 0%BCVG CRAPIERTM —.FASCIA .FASCIA 60. — 10:ADER (SEE _ . _ . — . — . �^11 S W� FTFT TYPICAL WALL ASSEMBLY ExrE( PoOR) GRAY METAL FLSNNG A Dow+sFOIFr eEroND READ EO (SEE MAIEPoILL NOTES) OMY METAL FLASNNG VANOOW PPN RASNPIO TYPICALXEAD TE— . BEE IMIEPoAL NOTES Q T.O.SILL AT OORNER 111'i 16 y 4 R •i q TYRCPL MTROOF WEYMETALDRO'EDGE ASSEMBLY M tl, � —HEADER '�' I•PER FT ?.I' kN- aQ HEADER _ . _ . _ . _ ._. GMYMETKFLPSNPoO `3• • LV ;ROLL to 0051 TYPICAL XEAD CASING, SEE IMTEPoAL NOTES TYPCAL WALL ASSEMBLY flQ H:AGER Po _ REMOJABLE MOOD RAP ONIMGNBi EIEY.tpSS ■ N NIIOON PAN FLASHING I MANOQV PAN FLASNFA W y. I PT LEDGER PER STRUCNRAL DRAVANGS � LwL� T.O.RRBL SBBFLOOR T.O.FlRSf SBBROOR T.O.WPLL ` 1 ElEv:6861T-ISITE ELEV.14Bt1 ' / — ~. "� �t - r -r• �"MI& F �. t -. -,. - - EIF!9PB lu-(SITE FiEV.tSE11 v .ro M4r fir^ K � 4 C ti x � BOARDFORM CONCRETE J! t ' ^ J,J ll R r -IfRPWNO SHELF _ FRAWIq SHELF EIEV.N]]O-IBi]E BEV.1�,6� I EIEV:Be'T IT(BITE ElEv.1lB8) A%A P.T.SILL,TYP. COLLi01 AND BEAPlS PER STRUCTURAL DADS TYPCAL WALL ASSEMBLY- FOUTAATN]N IYRCALMONI.ASSEMBLY- FOUNOAl10N T.0.5 T.O.SUB _ E"..WS (.TEELEV.11.0) — --. .—_ EIkV.BSP(SITE ELEV.t1.0) . d - Y a0.FOOnNO Eo.FOonNO BS.C(SI]E ELEV.B�7) _i — ._ . _ . ._ . — . _ . _._ . _ . _ ._ . _ . _ .— . — — _ . _ .— ` — . — . _ . _ ._ .— B3'.B-(SITE EIFV.B.4T) _ PROGRESS: NOT FOR TYRUL FLOGn ABBE4®LY• CO N STR U CT I O N SLM I ` iY%GL FLOOR ISSFMBIY- a SLAB SEAPUIT RIVER " RD. RESIDENCE 89 SEAPINT RIVER ROAD UM ---- - -- -- - - - - - - .0.FOOnNO ._. _ — .— . — _ . _ . ._ . _ . — . _ . — .— .— . _ T.O.FOOTNO OST ERJIILE.MA BT- (S3TE ELEV.4% `-----:_—; V r—__-----1 BS•P(SITE EIEV.481 DETAILS-MAIN I a I _ ___ HOUSE LO60.FOOnNp `------J , -- _ L =—=- ,-- EOf00nN _ .F 1'd IFITE ELEV.T.B) _—_-- .— .-- —. — . ..—_. — .— .— . — . — . — . —. • — . — .— . ELEV:Bt'OISIIE FLEV. I TYP.SECTION DETAIL ��TVP.SECTION DETAIL(�D LIFE ROOM SOUTH A 5 0 0 SCALE:I-IO-•1'V SCALE:1-IFS•1'O tvmAtX..avu.w.5evnlm_u•nNvrtreerunvmvwuwmrWra.rlMt uuo-B.mtl�e.o-CwBmwVtl 12 o TYRCAL ROOF ASSEMBLY (OABIE ROOF) ElEV:190'P WOVfiMRC PASM Ld CV6M51O FASCM 13 OVOANAO Mm 1%J OV6Wt0 Fgspq JXS CVO-WRO RAFTER TAIL J%5 CYG•WAO RAFTER TAIL 19� ELF/:te5 P WPPER GUTTER GRAY METAL FLASNMG _ _—___ _ _ _. GRAY METAL FIASI@p TYRCAL NERD fA9NG. TYROAL�OASINO. SEE IMTERWL NOTES SEE EMTERML NOTES L1CVG-WVOFAS— . 1%J G•AiNevO FASCIA J%5 CVO.IMEC RAFTER TAIL WNOWISILL I4ID FL/SXING � ( WN001YSILL AND FLA5IBNG 8 BOTTOM OF NFAOF.R GRAY METAL FLASHNG �.-. BRISE SOLEI BEIAV PER TYRCAL EffADCA5BIG, STRUCTURAL.W3APPED SEE EMTERULL NOTES AV --------------------------- A L fl0.NE<OQt _�.._ N1M WESTERN RED TA.sE00vD SUBFLOOR - -- LEmWLY6 -♦ •'J_WAM TA TOP RATE EIEY:tOTP EIEY:93P 19TE ELEV.t0.0) TYRCAL WALL ASSEMBLY TYRCAL W1LLASsEMBLY •io ^•.�'� .�19, (IWERIOR) (EXTERKIR) +� W GMr METAL FlASgvq •�a GRAY METALftASNpJO • , n r-� r aO.NFADER . — . — .— . — ._ _ . _ ._ ._ . — ._ . — . — .— . — . _ _ .— . _ . _ . _ . _ lJ.l ELE 1— T.O.FlRSTSlBFLOOR LL TYPIGLERIA WTES' I ttPIGL NERD CASINO. ELEv.BSJ NS 19TE ElEV.116S1 r sEE I.UTERMLL NOTES sEE IMTERIAL NOTES U Q WNDOw SILL AND FLASHWG DOOR SBL AND FLASMNO GRANf1E mRs BEYOND .. �� sKWT BOAROS PER MATERULL NOTES TA.FIRST SUBFLOdv ELEV:I9PP IsnE DEV.tGPI — 6vMRT VENTS PERPUN , T.O.WALL • >. ky. .. - ELEV:94iLv'ISITEEIEV.I5A17 1 —•!` � — , �} � bPIUY� �� l• SPRAY ` 1 �`�3�N � ��t•^. l fff�4`PISULATION �n•, .. ..,. . ;... ... BOARDFORM CONCRk1E \FRAMING sEElF _ ._ . _ ._ . _ .— ._ . — . _ < ELEY:BS 1 i16(SffE EtEv—heel ttRCAL WALL ASSEMBLY ATM P.T.$ILL.TYP. FdAIMTgN {'J[�T'�'O [�'�J- T --SPA -A—SPACE - -A—SPACE -\� IP SRE ElFI.0.01 —• <: PRGREJ . — . — NOT FOR �Ta.paEP ISNE9EV.ILP) - .— — .— . — .— — . — . — . — .— . — .. . . . . _ -' CONSTRUCTION SEAPUIT RIVER RD. RESIDENCE \ S9 SEAPJIT RIVER ROAD l \ OSTEROLLE,MA l \i.O.FOOnN6 \ _-LTA FOOTPRi _ .— . _ . e9-P(SREEIEV. ��_ + \\\\\ a DETAILS-GUEST \\ I I \\ I WING J1ao. _ .— _ .— . — . — . . _ — . _ Foonw — _ TYP.SECTION DETAIL GUEST WING NORTH TYP.SECTION DETAIL GUEST WING SOUTH `�J�/ SECTION DETAIL Cd1 MASTER SUITE WEST WALL A 5 01 .-LE:t-IFC•I'ff 2 SCALE:t-1!C•1'O `J SCALE:I•t/3'•1'-0- vM'miv vAt u,w.reauvv O•+SPAroawMM•wwuum EPN AeeA.P.n•axaPCvv tvnpvJ • ' ttpI ROOF ASSEMBLY ttgCM ROOF ASSEMBLY (GAME ROOF) (GAME ROOF) T12 �\SF— s \ yn 2 M CVO-WRC FASCU LifbGNgC FASCA T.Q PIATE NDt � —._� TA.PUTE ER flEv:11T-T \ ttPIGL ROOF A93FMB I%S NG-NRC FASCIA (GABLE ROOF?F) IAJ NOAMLC FASCA ]%S N6MRC RAPIER TALL ]XS NGMRC RAFTER LLO.NFAOER BO ¢Ee urdIffADFA . WPK:AL HEAD GIRO TYPoCAL YIEAD CASINO. (SEE INTERNE NOTES) f I SEE MATEPoAL NOTES GRAY METILL FLASIUNG GRAY METAL FIASIBNG „y '3 r� — T.0.FBLST PLATE L� TY%GL 9LL DEMAA flEv:nza ir. (SEE MAIEPoAL NOTES) _ flEM.Itvd .: ., EIkV.,1Zd 1.CVG-NYtC F0.5pA � COMER DRY pAN IVRCJLL su OETALL =CV W RAFTER TALL (BEE INTERNE NOlE51 (Y RIWALL ASSEMBLY , COPPER MP PAN OR) �'- TYPICAL WALL(NOR) ttgGL WALL ASSEAIMY ' - TYRCAL BOO�R�0.e5�5E��MMY� .\l � (E%rePoOR) OIARV✓YOOD) 1. T.O.SECOM SUBFLOOR _ir " - T.O.SECOND II .— T..SECOND 518FLOOR EIEVIIod ---- ElEV:1,Gd FOAN � SPRAY Mir T SPRAY�AW Li N �/t •n l I 1 iPIC rT b " TYEE-TER CASING, I Z _ t _SEE-TERM NOIEs Bq 1�MER Z� b U 80.IEAOEA ,� aEV IBJd B-IFAOER Iy EIEV:turd t? . — . — .—.— .— .— .— _ _ flEV:tvTE,? LL GRAY METAL RA51@,f ETETEAAALIIEEE..V V VFlGS:.:TA(SMCER9E'O'Ad-LI GO vS PE@RU II(?ApB%9TFTETNL@EL EA&ETTEIEEE v iEWVL.ES IIvADA,DNtls 7O 3S_�G P E D�IES IIG�Ri.E_ '.R.I—..te_-r,—_____ __—__—._—_—T- _ /,_- // _—I —_�_—_—_—_—_—_ _---_`—_--FT_—__—•.\�\ _ h_ ` —_.—._...... ..... , BOARD FORM C ONCRETE — I.�I � ,% '• A b,'BB_OE MA.•RI,DP OF1OC KR_M E=—T C BO{E NYC'O RI_DET E .„j�f,�j aflEVEV:e:e9'Fndc(C @oClTIFlsSAO rtRRTBE.ES E DGB fEaEE IASLERASIREEIEIRASVvOVGT.,F.R EOELIMtES OSNW Msg TF, WR— . — — �- 'ER _—_—_—_—_.+PERT T.O.S ¢RA— N ( ir _—__----7 WASTRN W WPERSRNMWRMHATWGDSNR) %.RBuO.EIC)'�R EL)l LLo.PoclrET — — 7 i:.� .{? i`� f� t.'.L� � ',S: — ' — ' — ' — ' — '— — ' — '— '— — ' \ / .'��'�1-•C�''t.-_� i�'��;� ao.Poc�T -ELEV:BS=1 ur @,E ELEv.M.10) I `—————, ttPK:ALVYALL ASSEMBLY BEAMPGGKETBEYGND BEAM POCKET BEYOID (FOIIIDATON) PROGRESS: NOT FOR ttPKAL FLOOR ASSEMBLY CONSTRUCTION (BASEMEN SLAT ttPKiIL VIIALL ASSEM`LY ttdIGI WML ASSEMBLY (FOIRIDIITIOIG \ - / (FOUNGnON) ;j'. SEAPUIT RIVER \ / T. RD. RESIDENCE T.O SUB ---- -- EIEYSv-2,u•@TE 4 � � •- —_—_ _—_— EIF^.W:Vr @TE aEV.atF) 89 SEAPUIT RIVER ROAD \ 1" I / OSTERVILLE.MA T.O.FOG. \+ .'rx. T.a FOOTING ELEV:8vd 111.197E ELEV.5.6Rf `--------1 - �— — ---- / EIFV:sod 111.19TE 6EV.S.fiv) \\ I e I lI r I ll \\ I L r I p I // DETAILS- \\ GARAGE FOOTFD —ELEV:SSd,R-(9TE El V.A.M A 5 O//� TYP.SECTION DETAIL NORTH DORMER WALL TYP.SECTION DETAIL SOUTH DORMER WALL �1 TYP.SECTION DETAIL(d!NORTH WALL - L 7 SCALE:1•irs'•,'d 2 sGLE:1•,rC•r-0- SCALE:1-Irs'•1'O VdDTI VAR¢S GER PLAN EO EO DECIUNG TO AUGN j%•IGE DECNINO WM TOG OF GRADE CONCRETE 2%B PT BEAALS 1-VCXtt•1/Y VERTCAI COMGACTED GRAVEL � SLDESTONE � - � 8 TYP.SECTION DETAIL BOARDWALK w SCALE:1.11-V U W H S U Q PROGRESS: NOT FOR CONSTRUCTION SEAPUIT RIVER RD. RESIDENCE E9 SEAPUIT RNER ROAD OSTEROLLE.MA DETAILS- LANDSCAPE A503 5rt7lbC711RAi-STEEL o r-tErwL DErx r51�N LO-- 1. The design Is In accordance wIth the MassoLhusetts 1,All etrvcbrol steel work Mall cad-to the 1. The buildings have been deetg conform to to confor to the • Reowental code,qth Edition.IRC 2015 a ASCE 1-10. '9pecllaatons far Vati1q t,Fabrication and Erection MOSoachs,etts Reeaental GOde,qth Edltbn.IRC 201E a ASGE 1-10 2.The otn tvrol dronna,Shall be used In ofStructural Steel for Bud of the ArnerlLan and to re.1.t the following loode. conAxxtl°n Ith be a'Lhltecbral.mechamk4l, eleatrbdl, ors lawaG trove and InstltuU Of Steel COneWLtbn. All proea bid prof ROOF . PW nWS ape ngs gir m ders Shall confor to the latest Steel,blot Live Load 20 lost .P_I lcoti nil. nstltute Standard 5pecifkotiorm. S.Detolle shorn 0 bylcal ore applicable to all owlar 2.The sbuc4rol steel Shall conform to the Live Load•40 pet 0 Residentbl 4.cNan�tnermbro,elovatlonro ad conditions shall be o.SWctu•ol shop-.ASM A512(Grade 50)Or Agg2 40 pet•Garage varlFlod in the con Plaid by the y«tors and any c.5trvcmur taallaWt�Ylgl ao.APlot �57h1 MA500•tirade B or G. 60 pet O Gym dleireponcloe MOII be brovp to to attention OF the d.Structural pipe.ASM A900 Erode G. WINDI, WYmd Speed(9 Second Est)V•140 MPH 66gqbeer for cloriFkation before proceeding with the S.All floor deck to be Ite Ploar deck(Wass � dfacted part of the Work.For r.ork attached to a carttpos 2.WYw Impartance Factor.Iw•100 within exist"otr hraa,the contractors shall noted oth-t e),la the ells,type and fInIM S.row Exposure'D' , detmmne ail roLeSsatf dYnOrtl",elevati"and All dockotd on the PIa'v' 4.Internal Pressure C Fflclmt•t 0.I8 4.All deck to be placed contnuotely war two a more S. to ors Glode ard,tion required far the odn rtO.oto FabThe canon and exce t In areas Where there in ant one a conpaiPr Me bV ar«elan of the Wilding conparonte. The contr«tor °Paco P 5 Pa'i. Wind Pressure Using Method 2 01 A9cE1 Mall verify oil airs,-and coroners Ot the site S.Provide p ro-a(MIntrl m thbkrom)rtetol .of alS 50e 92003 Oro report"dlxrepancy to the englroer before (loot'stops all hall b pergad O Oro sages Of opmknge order materiol one aceaa IN the r•ork. 6.All cohxr.n eras shall de eaweO a milled. SN0Y4 LOADS Yi9 Pr ing^ 1.The contractor hall all aten,cI .at 6rouno 9rmon Pg•90 pet Dbnensbns aKl elevations,noted n the contract agieo,comxtbns,etc Pro req ved to,&.del°ton Flot Ro°I Stun F;•29 pe/ docunents m(./-)and all flea conailbns,aril be of the etructtre,even it Such items are not a.P11cR1y 'Irian Exposure Factor Ce.IAD verlfbd in the Field(V.IPJ by the contractors prior called for an the architectural or.tructurol A-avenge. 91aw Load Inpartonce Factor I.IA W the euanlmlon of shop dranhip. Upon recelpt of 5.All-Lions of non-composite beams dare reactions, T-I F«tor Gt•1.10 hap cl w",the"I ear has the right to ossune are not given an the plans hall be designed far the that all field dnenslons,elevations as conditions,have Allowable Uniform Loads an Bear divided by tw, been verified by the contractors and that the shop q,provide temparory baring far metal dock a concrete INTENT OF THE OTRUGTIRAL DRAwINGS, dW o accvr t hjreflect etch verllkOtlone unless slabs w r°qutr°d for those areas Where they carrot The intent OF the s tructural trap Shaw the man on the N1OP dr-ngS. svpp°rt the we 1 of wet concrete and corstructb I. n �S Is to 5.The contractor Is entlroh responsmle for be etablllty leads.Sharing e(p11 be kept In place until concrete etN tjml features and et-tlTal design far the project.ture of the struc during O I phases of enaction attars,full strength. ArChltecturol details are Stan inGwentally only and not s construction. 10.Dealgn ar and detail all car actns accord to the campbtety. Therelare,architectural Or-"must be 6.We dram"OM Specifications,haw canflkt" AIW io �specifications. teed in con)x¢tion with the etrucbral droning.. nfornation,it deli be brought to the attention of the Il.Design all brace connections to develop the full Erg.eer for clarification. capocltg of the memar ro b unless otherwe rated. 12.All carrlectiore shall be bolted WIN A5M A525 oe FaINDATONS, A4g0 hkth-°trergth bolt.or welded n accorda ca with AYV3 ad AI5C requirerronts. AD. Anchor Bolt L.P. Low Pont 1. Poudotlons SMII bear an Lanpacted 9 o tar fill ar is.Unless QUmI s ell noted All composite beans,connections AR. Anchor Rod LVL Laminated Yens'Lumber noM•ol udintu'bed-11.having o mMW-bearing hall 1.deslgetl la 20 times the reaction fre n the ARGI4. Archltecturol/Arahltect MG Moment COmeetan Lepa-Ity of 2.0 taro per square feet(as verified by Allowable Us(orm Load.on B.Oms table..Lhleaa noted �F Bottom or FOOLYxj MIN. MnYeum the 6e0tecMlcal EngYeer). Sbwturol ND hall othe lm all girders Shall W dehgad for 15 tl a the CJ central Joint N.S. Neon•Bide meat theal tr the reamento Of 6Oot-mical Report. re«ton from the Allowable WIP-Load.on Bean � en Cter line O.G. On Center 2.All exterior Foudatam eholl be a mInnvm of W-0' tables.Girders are defined one her ontal fr-* members GONG. Cawete a Plate below Finished gale,to provide adequate frost that support other horltontol Pranng menberSr.Bear GW Concrete Moan Unit P.T. Prepare Treated protection to Pootnge. are d0twd one horizontal framing meebers nhich do not VIA. Dianetar RD Roof Drain S.No fawdotlons,or slabs Shall be placed in voter Or Support other nenbere. VMIs3. ores," REINF. Reinforced/Reinforcing on Pr-gears b or . 14.The f°rlcat Shall .bit lo a b•lard-d.f each EF Elevation REoV.Required m» on 4.Bemd level Puwatlon wale are not deelged to of connection to be used on the project.If shop EL. Each Face RTh Rao?Top Unit W free-stowing Do not lace backrlll nfteut EOD Edge of Dock TSB Tops Batton, gs are romintted till be r prior aW houtl of lob.tarwords adequate has d far Seven Hoar framing ro n be shop tronlrxJo rill to retuned wit/maut review. PYt T each Way Bottom TOG Top of concrete piece ono boa area Per seven dale. EXIST. ndexisting TOS Top of Steel S.B«V d III on both• es of fouw and atiOn retanYlg Halls FDN. PONdOCIan 70W lop o/WOII at the Jame tMe.mantanYg equal height.of b«kflil WOOD cON9TRUGTION F.S. For Side Typ. TWkd on eorh Side,tall Final gods is reached an one side. 1. All limber used hall rantarrn to the Faharring Specs- FT6. root" Lft V. Unless Noted Otherwlee o.NI honber far trusses Mall be do required by the H.P. halal POStNatur0l St VERT. Vartical Wee Supplier. N55 Hollon eel V.IP. Verily In Field REINFORCED CONCRETE: b.Laminated Strand Lumber(LVL)doe be 6racle 5100 Fb-2.OE NORZ. Harbontal W/ YIth s ■ 1.All Structural concrete Mall be normal-ight,etas, ad have an alionoble t:; Strom of Fb•91000 poi,an LAM Paralian hlsrii*ntal W � to concrete,amid hall be trod. allowable shear.tram OI Fv265 pal•old a modulus of LLN Long Leg maws d�,e placed viler as aupervnSiOM M o control elaetk:ity E•2nxlOspd. LLV Lag Leg Vartiwl U e 31"er In,accordance with Acl 915,BID tom 501 c.Pa-alloms(LAM)hail have an ollowobie banding otrees staalards,latest aditbna. Concrete Mall develop of 2g00 pet m aliorrable canor...ion strese parallel Rater to project Specifications for additional requirements. - W the foeowng 26 day strengths. to gain of 2R00 psi, ad o modals of eimtaltg of °.concrete Fat..ort exposed to-at?-,4900 psi 2p .0 0000 pal. (696 at,entro.ed)(Iu.oN d.Ail other hxnUor shoe be aPm'ca-loiro-fir as follO , b.Extarion malls,footings,piers and Sorbs,4000 psi Pb•61"I Pv15ri e•i,400F000po1 _ (6%air antraineeV I.Sleds-No.l/No or better a.510be an Deck. 9900 2. rn Joists and Rafter-NoJ/Ho.2 Or better U Pat a.All Ober cororete. 900t pal 5.Bes,a d Girders-No.l/No.2 Or better 2.%n?orcbh1g bide Ymcu,d"stirrups hall-Pam to e.Ali presemre treated Hood hat be 5YP s2 a better ASM A613 ith 6=Pal yield strength dth ad treated WIN AGO-G Or ACQ-D CWaate PreaervatHe. Q mnbamt or hnrage and spike requirements for 2. Hood Truesee Mali be deogrod for loodo Morro.0uppller renforci g in accerdon a with ACI 916,latest eeiti n. to W-It stamped-L.W Lions and Shop dray"for Welded Hire Para shall-0-to ABM A155. approval. S.Babe on gads shall lea places In accordance,with 9. All rrotol Straps hail conform to the Truss Plot*institute. 4. All wand N contact with-to %.I]be mane treated. the latest ACA recommendations. S. All exterior walls shall be Sheathed in1/16�APA exterior er 4.Slabs on gods shall be placed ono lay of Well gam, e 1(24A6)plyrmoa ar OSB(triers noted Boded gaVlar materal canpacted to q5%of other.So. mm�axbrurn ay denstty. 6. All floor heathing shall be 25/52'T46 05B rated 24'04. B.Detolibg of reinforc°rtent Moll be according to the Expoeu•e 1 qh d and nosed to Poor-ini ars. latest edition Of ACI 315'Detdlro an Detailing of 7. All root daathi g wall be 25/52'APA Expowre 1(40/20) Concrete 5trvcWres'. ptWm d or 05D unlem noted otham"). Provide php ood 6.Not all open"trough concrete slabs and wails edge GI ridge clips o hip cibo. are shown a an structural d ".Open"Indicated 6. Na11Ing Patt w ern nor Mood Swath". an the trowYg6 Or aoddeiaral opor"a ner ete RacP._6d(.150 rolls 6'at edges ad 12-at interior. ' reatutred mst be-1 bled With respective trades Mae.--6d(.150 none 6'at edges ord 12'at Interior. before placement of corcreto. Floor-6a(.190 tulle 6'at edges ad 12'at Interior. �}s OF W� 1.See architoctu-al tro+Yge fa fnlMee,deprannia a, unless rated oNa-boo. regieta,notches,and Other arahlt..tural Peatu'ae. q. The twr..fabricator hall de.lgm all nOod trveses to, 48rA8 6.Concrete exposed to the extarlor Shall be air entrained. the live and dead bode eI.-on dra.Yga. The g.Unless noted oth-Wo.provide the Polawng clear Fabricator doll be reqvired to ambmlt dap air- D cover Far ren/orcng at-I. and stomped calcuatlonn for approval to the Engineer. Fa a.Factkxp.9' Shop tro.ngs shall nchwe arectI-draw..details. T� b.Foudatbn Walley 2' brwging ad other cuetarary ni Inforotbn regvtred to L c.Interior Slabs.I' properly cors,truct the raaP trvaees. The Trues d.Exterior Slabs 2' r 1br shell provide all horger,Far LVLO ad e.Cokmm'Pt-or Planters.1 I/2'to ties. trsms.The hangar marka shall be sham and marked an the Erection pions. The Trse Bupplbr hall cooreeato eupporto fro hawing ybm, mechanical ISSUED FOR PERMIT unite and other eq k-t. NOT FOR CONSTRUCTION 10. The contractor doll odequrteW trace the-ad W ee°•during erection.Wtal10 1..of permanent Oq-27-20lq bracing shall be in accordance With the trvee doelgefb requirements. 11. At d(I nt°rkr load bearing maIla over B'In hekjd, provide ors non at wood blackleg at 1na-height of stud., except abeam malt.See Shear Mall Schearle for Shea• w1I backing requirements. 12. All floor Joists to OUT with mall stud below,in 2x4 w11s with Studs opocng 0 24'0c allgnront tolerances Shall be w1Nn 5'left or rICq�h1t of mall stud below. 15. All mechmioal Pmreners inl contact nIth preset•. treated wood Shall be hot-dip gahro tzed or nachonicauy deposited zinc rooted Paet°ners. GIBSON Hot-dip galvanized Fasteners Moues meat A5M A159. with 2-ouneen of line coating par egaare toot minMten. 69 SEAPUIT RIVER ROAD MORImanlcalty deposited zinc coated Fasteners Mail OSTERVILLE,LM meet ABM B6g5 Glom 55 Or greater. 14. All mechanad&erectors n contact wIth prware treated wood Shall W hot-dip golvmlzed caYect°rs. All hotdip gaNanited carmeatOrt hall meat A5M A655. Gam 6105 with IE5-ourwe6 of ZV4 coating per Square Pot mnnum a Type 904 916 stainless.teal prodrets. 15. Fmeenero and conectoro sad together should be of the GENERAL NOTES Sane Lbppe�(eq.h°tdo node with hot-do joist hangars). 16. All n,echamlWl correctors n contact with presemre treated wood and not meeting the drove corrosion protection requirements Mall be Isolated frail contact nIth the preseure treated wood by mess of tree loyen of - 15•Ib6 felt paper. v E l Tins I v E E Tins S O 01 engineers G:@GraNtr Slrert.Suur 101 Br intr Ma hu tie 02184 TEL U80943-2863 FA\O8M49-pGS • • AT FREE ENDS OF WALL PROVIDE r4 TYP, ;o 04012• FOR SLAB EL. 2 VERTICAL BARB TO MATCH VERTICAL SEE ARCM•DWGS. ALL REINFORCING.W KENNEL SEE PLAN PROVIDE U•BARS TO MATCH SIZE AND NO�INb TYP. SPACING OF HORIZONTAL REINFORCINb .. 4E]a (OMIT AT ROOF) • HORIZONTAL INBN PROVIDE CORNER BAR(AS SHOIW REINFORCING TOW BEYOND AT WALLS AND FOOTINGS BAR SIZE TO MATCH LARGER I PROVIDE 2•CLEAR COVE\• W HORIZONTAL REINFORCING DOWELS TO MATCH OVER x4 NOSING REBAR. Iu CONT.FOUND.WALL IWD TOP STEEL HORIZONTAL REINF. O IN SIZE AND SPACING STAIR REINF.SHALL BE 840128 EH PROVIDE J J AT CORNER OF WALLS CO g . 's (OMIT AT ROOF) ] CONT 3e 4 r 0"12' .. WALL.BEYOTm` M012• F r1' . 8'IRb Q LAP SPLICE•. ~ r-0• HORIZONTAL gap CONT. V LL SEE 8' HORIZONTAL REINFORCING REINFORCING N FOOTING BEYOND r-0 ""° EL TYPICAL W PLAALL SECTION AT DOORWAY AT CORNER AND END OF HORIZONTAL REINFORCING SEE RAN CONCRETE WALLS AND FOOTINGS OF CONCRETE WALLS & FOOTINGS TYPICAL SECTION THRU EXTERIOR STAIR TOW ELEVATION = —0'-8" SEE ELECTRICAL OWLS. 4• FOR—.1INFORMATION r4 DOWEL rr STEP BOTTOM COORDINATE Is'L �OF FOOTING WMEP DWG''. Or EAM FOUNDATION 24' DOWN AS REQUIRED —71 ADD WALL ADD 2-W VERT. AT TOP O LONG = r4 DOWEL .......:! I\O AT TOP OF WALL ,'.' 0= 2 AT POCKET .. .. '. SECTION,PIPE PA�'LEL TO FOOTNb BOP EL VARIE$ 1,',';.. ` __ SEE PLAN FOUNDATION CONTRACTOR'S OPTION 04012•x 4'-0'LONG •.. — WALL TO THICKEN FOOTING FOR TOP OF PLAN YA•MIN.BARE MAR(r4 MIN) INSTEAD OF STEPPING WALL EL. x 22'-0•LONG OR 22'-0.OF r4 AWG TOP OF POOTNG tRI WOOD FRAMING PLAN z SEE�JNYTRFATElllYl. BEE PLAN BARE COPPER CONDUCTOR TO MEET THE ONE CONT SEE RAN RECdNIREME ET-E NEC ARTICLE OD TOP BAR FOR CONCRETE-ENCASED ELECTRODES ADOL raPOR POCKET EL. SECTION ELEVATION A-A • PROVIDE x4012• SEE PLAN 4'-0'LONG MINJ 2 LAYERS OF ONE(U LOCATION MINIMUM REHIRED PER BUILDING.SEE ELECTRICAL DRAWINGS. IL— 2-r4(MIN)—' b'PT PLTW000 COORDINATE ruTH GENERAL CONTRACTOR FOR LOCATION OF REBAR CONNECTION 2 AND TO PROVIDE ACCESS TO THE REBAR CONNECTION UNTIL ELECTRICAL PROVIDE PIPE SLEEVE h•PRESSURE INSTALLATION AND INSPECTION ARE COMPLETE. STEP FTG AS REQUIRE OF VIA.4'6REATER TO CLEAR PIPE THAN PIPE O.D. SECTION ♦— �••E ELEVATION.PIPE PERPENDICULAR TO FOOTING CONCRETE ENCASED ELECTRODE � U SECTION TYPICAL LVL/WOOD BEAM w TYPICAL FOOTING DETAILS AT PIPES TYPICAL UTILITY CHASE POCKET DETAIL — U SEE PLAN 2X 1P MINJ "Nl I/4'xl I/4'DEEP 9AWGlT JOIN I BAR EAGM FACE MATCH (FILL WITH JOINT FILLER 4•-0• HORIZ.WALL KENNEL. Q ADD 2-40x4'-0•LONG 4•xl4•DEEP SAYKAM JOINT FOR EXPOSED FLOORS OILY) 1'-0• FOR OPENING a I6• (FILL WITH JOINT FILLER FOR SLAB EL.r HORIZONTAL REINP-SEE PLAN WALL KENNEL FOR EXPOSED FLOORS ONLY) FOR B SLA I/4'x 4 I/2'DIAMOND w EL.r REINF- DOWEL PLATE _ IL SEE PLAN e 1'-0'OC. n r to FOR UTILITIES VAPOR BARRIER I. •.::r' �•:. .,J1 ONSITUDINAL SEE MEP DRAWINGS = '� II--�it _ .e I COMPACTED GRAVEL A /•'.;.:;;..•.I '�.'.':,.'^ 2 REINFORCING, O 6RAV�' t0 \. \A�\A�\ \�\\• LAP SPLICE GRAVEL COMPACTED STRUCTURAL .'. COMPACTED'•J \`\�•\\��\.\\/ uT K< FILL(AS REOV) � rI-•'' .„ •T•MINJE30P EL. "°"'Nat, SEE PLAN VARIES 5EE PLAN STRUCTURAL y T' N3fl�B FILL(AS REO9) LONGITUDINAL SLAB ON GRADE FIB L,PSPL,cE F TYPICAL UTILITY SLEEVE TYPICAL SAW OUT DETAIL CONSTRUCTION JOINT DETAIL T`" NOTE,STEP FOOTING DOWN AS REONRED TO CONTINUOUS STEPPED WALL FOOTING L AC40MM00ATE UTILITY SLEEVE ELEVATION. ISSUED FOR PERMIT NOT FOR CONSTRUCTION 04-21-2019 CONCRETE REINFORCING SPLICE SCHEDULE TRENCH DRAIN UP SPLICES• 'TENSION LAP SPLICES* 'COMPRESSION* SEE MECH.DY46S. BAR SIZE! Nc••9000 W-4000 %_AP SPLICES, FOR SIZE r LOCATION 2'-0'TYP. ALL WNGRETE TOP BARS OTHER BARS TOP BARS OTHER ALL CONCRETE FOR SLAB EL.r S 14' 28' 21. 24' 14• 12, REINF-SEE PLAIT Welt' 4 18• 91• 24' 920 25• IS' ... ' 9 2s• 46• 96' 40• 91• I4• GIBSON •' p 6 21• 76• 45 468 51' 29' BS SEAPUIT RI`/ER ROAD I II 1 92' al' 69' 10' S9' OSTERVILLE,MA I L•r .y,�•.•�. �. •'•�.'S.��•",,.__I I � 21' I 8 96• 4S• 12' 14• 61, 91. ip 4 41' NOS• 01' 90' 69 04- 10 46• 118• 91' [or 10' 94• a• Wo12' n Soo IBM• ION• 1 112• 06• 40• TYPICAL DETAILS TYP. NLpggL . TRENCH DRAIN DETAIL 1.ALL SPLICES TO BE'LAP SPLICES'UNLESS NOTED OTIERK5E IN SECTIONS. 2.TENSION AND COMPRESSION LAP SPLICE WILL Be INDICATED ON PLANS AND BECTIONS. B.A TOP EAR IB A HORIZONTAL MITH AT LEAST 12.OF FRESH CONCRETE BELOW VE I �VEITnS S002 6:6 Cranxc Strrct.Sux.101 engineers BY—.Mua'sueh—lt402194 TEL 17911843-1563 FAX(791)849.2065 I i w � M T 4 5 W FLANGE SEE NOTE 6 FOR 49' TROPES. — U RADIOS RATHOLES•TOP STIFFENER IE TO MATCH LANSE Q BEAM FLANGE THICKNE99 BEAM SEE PLAN I/4•XI'X(FLANGE YODTHH•) 9.P-. .T.SHEAR BALKING BARS TOP AND CONNECTION V2 INCH BOTTOM FLANGE. MINIMUM THICK SHEAR TAB PLATE.DESIGNED BY FABRICATOR. COLUMNOF —� y i S VWN FLANGE BEAM/WIDE FLANGE COLUMN MOMENT CONNECTION 15%ED FOR PERMIT NQS3> NOT FOR CONSTRUCTION _ I.NO SHOP PRIMER WITHIN 9 INCHES OF FIELD rMLOS.REMOVE SHOP PRIMER(INCLUDING OVER-SPRAY) 09-27-2019 IN THE FIELD PRIOR TO MELDING IF NECESSARY. 2.NO SHOP PRIMER AT'PAYING'SURFACES OF SLIP-CRITICAL SHEAR CONNECTIONS.PREPARE'PAYING' SURFACES IN THE FIELD PRIOR TO ERECTION TO SATISFY GLASS'A'AS DEFINED IN AISG9 -5PEGIFICATION FOR STRUCTURAL JOINTS USING ASTM A925 OR A44O BOLTS.' 9.YOIERE COLUMNS HAVE VeB AND FLANGE MOMENT CONNECTIONS,THE CONTINUITY PLATES"GUSSET PLATES AND Y4ELDS SHALL BE DETAILED AND PES16NED BY FABRICATOR FOR THE WORST CONDITIONS. 4.PI.(A104).BASED UPON BEAM PROPERTIES. S.THE FABRICATOR SMALL TAKE EXPEGTED MELD SHRINKAGE INTO ACCOUNT WHEN DETAILING THE BEAM LENGTHS IN CONTINUOS RUNS. 6.FILLER METAL VEEP IN THE FULL PENETRATION YELOS SMALL HAVE A MINIMUM CHARPY V-NOTGN VALUE OF 20 FT-LBS AT 40 DEGREES F FOR BUILDINGS MHILH ARE FULLY ENCLOSED AND HEATED DURING THE VOIDING PROCESS SERVICE AND I CONDITIONS.ICE AND 20 FT-LB9 AT ZERO(0)DEGREES F FOR ALL OTHERMEL GI BSON 'I.THE MOMENT CONNECTION WELDS ARE TO BE CONSIDERED-PRE-QUALIFIED WELDED JOINTS•.THEWORE THE STEEL ERECTOR SHALL SUBMIT PRE-QUALIFIED JOINT Y-LOINS PROCEDURES AND JOINT DETAILS AS SS SEAPUIT RNER ROAD PER AMS 01.1 CERTIFICATE OF COMPLIANCE FOR ALL THE ELECTRODES TO BE USED,AND MELDING OSTERVILLE,MA CERTIFICATES FOR ALL THE YELOERS. TYPICAL DETAILS VE I TASIVE I TAS S003 engineers 6.'6 c�mm so-�el.smm wI 8—fec Na h—1,02184 TEL 0811843.2S63 FAN O81B49-2065 z I 42'-0' J.O To I VL 101-01 --- I I I I Ia I GARAGE r ———————— -- I I 4 I I I I I I ry I I 17•-5• I6 12•-O;• 6'-0} I I •+ I I I q1 L--- ---- ------- -- ---------- 4 � J I] $1 �— �1 I __—_� I 1 „TO.c.EL.90•-2 I I I I I I I I I I SIM. I I I I 1 I I fi' I I eTepnM POCX ET ABOVEI i I I I I I I o 1 0 4 I 1 10.-5. I L------- -------------- r "ouce' raElxesl+oro+l I t6a•-0•, — I I SLAB CONSTRUCTION: 4'CONCRETE SLAB ON 6RADE. REIHP.n/YOV 6x6-W].9xMZq I I I ..n-LAYERS 10 m1I POLY 5HEETH6 4 I I I I WITH SEAMS STA66ERM.TAPED i� (9I•-0') ON KH.OF 6'COMPACTED STRUCTURAL FILL. -1 L LL _ I I I CIO 9 I I L --------- w I c c c W-2- ril u I I I I I I I I I I 1 q I 22'-u}' I I I I I TOc.EL.9S'-0• I �/ a i I I I 1 ——————————6--- J ————— 9 I I I I I — I 1 I I I I I--------- ------J I I I I L--------- ————— --------------� 1 I ----- r-----� � 1 o PMivR'5mom I 1 L- —————— — — ISSUED FOR PERMIT _ I _ I � J L 1 ------- ---- A — I I I GYM - I NOT FOR CONSTRUCTION ——— ———————————— I I SLAB CONSTRUCTION: J 7 I 4'SEAT I I ABOVE I I 4 1 n REINP....&OIF 6 6z -1,42A.a.9 I. I I I I .J2-LAYER$10 mil POLY E+EETIN6 1mv I 1-II}'WALL 4'SEAT WITH SEAMS STA66ERED.TAPED ON MIK OF 6'COMPACTED STRUCTURAL ■ �� I /� FILL. ■ 10 I I I I r— -'may I I I I I I GIBBON _ ■ 65 SEAPUIT RNER ROAD 10'WALL Z■ OSTERVILLE,MA i Tl'P.UN.O. TOL.EL 40'-24'1 1 1 O 1 1 2'-0•FT6. JI(V I I Ir TYP.DNO. p FOUNDATION/ BA•5 EMENT/FOUNDATION PLAN Q QnSCA BASEMENT PLAN FOR SEE s1oo� _ uF I T s`uFI-r S S100. 1 engineers ce cramp saKl.swl.loI Bmwll-M+v he tle 02184 TEL R81I848-2SW FAX(781899-2D65 ARCH E46RD RECT)2DI9-09-SO • W. _z. J V� 10•-0• H U1 961-01 a•-s• s•-a• 1°'•2' 1s•-Io• ——————————+————————————————————— I FOUNDATION NOTE4. � I r——————l r————————�------------------- R I�I.FOR TYPICAL DETAILS 1 6ERAL NOTES SEE PASS.SOON II II I I I TO 5002. 12'-0' 12'-0• 114' I Q 2.REFERENCE SLAB ELEVATION SHALL BE ELEVATION 100'-0. I I I Q 9 S.REEFFERRENGESLZ ELEVATtom,UtLLESS NOTE OTHERV115E. OM r————— 1 I I 4.LAL BEAM U TSSDTSP OF FOUNDATION WALL L — l9 51L.Be--2-0ESS DEPTH FROM ( � 5.BOTTOM OF EXTERIOR FOOTING SHALL BE-4•-8•FROM REFERENCE SLAB ELEVATION,UNLESS No, THUS.(...�. I ITOP OF INTERIOR REFERE SLAB ELEVATION.UNLESS NOTED OTNE)N SE..FROM NCR STEP I I 1.I..J INDICATES DEPTH OF BEAM POCKETP W FROM TOP OALL. I vr6 I 44-e' I IS(----)INDICATES BOTTOM OF FOOTING ELEVATION FROM tj I I S FT6. A REFERENCE SLAB ELEVATION. 9.(T/P-)INDICATES TOP OF POOTIN6 ELEVATION FROM (�-0-) REFERENCE SLAB ELEVATION. 10. E BEAM POCKET 5 I I / SLOPING CONCRETE FLOORS AND FLOOR DRAIN ELEVATIONS. iYP.Mo(ERE sHOrN i———————————-, I , 11.SEE ARCHITECTURAL.ELECTRICAL,PLLMSIN6 AND LANDSCAPING L— L-----J ---- ------- ------- T ———— L I ORAKNSS FOR LOCATIONS AND ELEVATIONS OF FOUNDATION WALL OPENINGS.FOR FOOTING DETAIL AT PIPE SLEEVE`, — C, C, C, UTILITY SLEEVE DETAIL AND UTILITY CHASE DETAIL, I I ————— —————— ------ ------ I I SEE TYPICAL DETAIL SHEETS. 12.6EN ERAL CONTRACTOR SHALL COORDINATE DEPTH OF ALL TOL.EL 95'-0' SLA DEPRESSIONS SIIOM01 On PLANS. I n I I SLAB CONSTRUCTION: I I I I n 15.SLAB DEPRESSIONS INTERIOR WALLFOOTINSS SMALL BE CENTERED UNDER I i0 I I 4'CONCRETE SUB ON GRADE. I I I I -Q• wooD BEARING WALLS. 2•-0•FT& REINF.-VGlF°x6-A2.9xW2.9 I I I 14.FOR LOCATION AND EXTENT OF FOUNDATION INSULATION 1--� n/2-LAYERS 10 m11 POLY SHEETING It•"to, SEE ARC WI HITECTURAL DRANGS. I I TYP.LUMO. MOTH SEAMS 5TA66ERED 4 TAPED I \ ON MIN.OF a•COMPACTED STRUCTURAL 12 I I 1\�'� IS.ADD CORNER BARS IN THE FOUNDATION WALL AT CORNIERS PILL. I J I I AND T'INTERSECTIONS.(APPLIES TO UNREINFORCEO BASE4ELT/FDLNDATION WALLS) SIK 5 6.'CI'INDICATES Sly DNA.11 6A LALLY COLUI'N FILLED�kal CONCRETE. I1.'C2•INDICATES 4'VIA.5CH.40 LALLY COLUMN FILLED wFik.1 W L————————————— CONCRETE. P� r I I 19.•CS'INDICATES 4'DIA 1 6A. LALLY COWN4N PILLED�kpl U r -- -- -- ------ ------ ------- -- — - I I I L----1 ("------, I �L�� CONCRETE. W I �J'-Io}• J 9•-l0}_ I I �° °,-°;• °,-0i_ J °,-0}• � � i i �I I � i J _ to-WALL 12•0 JBE aV2450NOTI'm 616P00T I ON. I I Q I I I C I I (B\ 6 U I I 4•SEAT I I I I TYP. I I$ L4 I I n' I I I I `570y I I I a I I �� I L----- Q TL I I I I b I I CONSTRUCTION: I I it 4'CONCRETE SLAB ON 6RADE. I I I � I '-0• RZIII II II I - x1PLSE LAYERS 10.1OYS TIN6 U714 SEAMS 5TAG6ERED 4 TAPED FT6 ON MIN.OF a COMPACTEDSTRUCT STRUCTURAL ON. IFIL I4 I I I I ----- 1 ----- L------ -------------J I I I I I p a L — ---- —J 7------ ---- —L— --- -------f91•-0.1---------- NOT ISWEP rOR IT CONSTRUC J I I I 09-21-2019 I I I I 10'-15• I I GIBBON SS SEAPUIT RIVER ROAD Ui I I I i i a OSTERVILLE,M14A .6 I r � I Q I I I C I 27•_5• 19•-113• 20'-IOJ• 4 I FOUNDATION/ BASEMENT PLAN ------------ ----- VEITnSbVEITAS S100 2 BASEMENT�OUNDATION PLANPLAN 21'--0' a'"a• engineers SCALE.1/4'.I'-0' 6:9 6rnwe St'"I.Smte 101 Braintree,M—hu tts 02184 , TEL 17SI1843-2S63 FAX(781)899-2055 ARCH gKOpD gEO9 2019.09-50 - � f TOY)EL 96'-10• 11 +P IS +P I I V I •DOORS.TTP. — — — — — — — — — — — — — — — — — — — — — — — ————————————— ------------- ------------ ---- e LA I I 51M I �— I ` IOk WBx15 I I 10 .r. 16.ll I I m m I I bxb — a�T I I � W6 IS H• Q ® I ur I b�t �" I i +P p ro+ERe 9Noeor I PIT I 3 I n L +v O TURE T I I I PL- I I I I LJ TOYL EL a9'-6I0' „ FLOOR SLAB CONSTRC NS UTIO I I I 9 14' VL TYP.U.N.O. a•ro 'NORMAL rO16Hr coNGRere ovER S. -le,6A6E 6ALV.VENTED GOMPOS TE I I pOyt FLOOR DECK(SOkaU TOTAL T•T'-10' REINFORCED BOT IN EA.FLUTE Wo ( I I l2'OL.TOP --ALL BARS EPDXY I COATED. I I BOTTOM SILL PLATE FASTENING 5GHED. I I "� • b+br FOR NON-5HEAR WALLS TO GONG. SLAB — — -yo J-BOLT W EMBEDMENT)04'-0'O.C. b+�j4 I -Wy 51MP5ON TITEN ND(*V EMBEDMENT) Q I g EXreRIOR rNALL o4'-0.OG. I I u7p TJI IIO TO SLAB _WO NILTI NIT HT 150 ADHESIVE ANGNOR5 Is 10F.T. nAlA9 STAINLESS STEEL RODS(4•EMBEDMENT) I I 14 L I LJ 14' VL lil Io4'-0.O.G. Tyr I I ik, I i L I TO SLAB WALL -NILTI XCP-l7-P8�5]g PAFb ol1'oc. — — — — — 'x a' I x U I I FOR SHEAR WALL BOTTOM SILL PLATE FASTENIIJ6 SEE 5HEAR WALL SC+EOULE. ry I I a a l \ I n n 1 n l r+ \ I 4q I J O I I -111 V T I 19 • 6•I.C. I F • I I 9-I 'L 1. 1. A 14' A4o T. , I N I I 1175 TJI IIO I 16'O.0 7' I , 5 -I 6+6 i I b+ : vBTAq n I I I I x I — --- ---- ---- -------- I 2x6 P.T.LED6ER --- ---- ------------- UTYPICAL FLOOR CONSTRUCTION I a O d 9 9 9 L B/4•ADVANTEGI PLACED PERPENDICULAR I rrv.sNaRrveNT TO SUPPORTING HEMMERS GLUED NAILED r/lOd RING SHANK NAILS AT 6'O.G. Io J ---- ------ — ------ ------ ----- ------ _ 155UED FOR PERMIT ----- --- ---- ■ NOT FOR CONSTRUCTION • 09-Z7-7019 II ^ I ■ �o I I I� II — — — — — — — — — — —r — � - - - - - - - - - - - - GIBBON U �r— _ — — — — — — — — — — — — — — — — — I 85 SEAPUIT RP/ER ROAD OSTERVILLE.MA I II GROUND FLOOR L- - - - - - - - - - - - - - - - - - - - - - - Q — FRAMING PLAN I�REOUND-0FLOORI F�AMING PLAN I I �r - - � I I VEIT/�SOVEITAS I POR 101.2 A!D ADD1T70NAL SGNFSULES. I S101 . 1 I gEE g,0,� I engineers B Cm. SIra1.Suva 02 I Brumtrce.Muxwchurelta 02184 TEL D811893-2963 FAX R811849-20G5 ARCH BK&W RSG'P 7019-09-50 I Iw I Iz MAMING NOTES I.FOR TYPICAL DETAILS AND GENERAL NOTES SEE VASS.91001 IS.ALL HEADERS IN 2x6 WALLS SHALL BE 9-2x10 UNO TYPICAL R TRI.✓-TON TO SO02. 14.ALL LEADERS IN 2x4 WALLS SHALL BE 2-2x10 I ND. - 2.FOR PLATE HEIGHT,SEE ARCHITECTURAL DRAWINGS. IS.PROVIDE 1 JACK STUD•I KIN5 STUD ON EACH 91DE OP ALL DOOR WINDOW 1 51M.1 4 BEAMS APO GIRDER TO•9UPPORTI MEMBERS GWER D HAILED S.GENERAL CONTRACTOR NOT:.P05TS(4x6 Alm LARGER)AND 5 OR MORE TRUSSEKPICULA AND S AND UNMLUSH FRAMEOPENLONLENTRATED LOADgIN&S. AT EAZH END�NLLESS OT@RW15E NOTED. RING SHANK NAILS AT 6'04. JAlrK STUDS SECOND FLOORPTO THE FOUNL EXTEND DATION WALI�LESS INTERRUPTEY FROM THE D ROOF YAAD LLL BEAM OR JACK STUDS. AT ALL JACK STUD AMP POST LOCATIONS 16.ALL EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x6 a ID'O.G. PROVIDE MATCHING BLOCKING STUDS BELOW FIRST FLOOR SHEATHINS UNLESS NOTED OTHERWISE. DOWN TO FOUNDATION WALL OR LVL BEAMr. 11.ALL INTERIOR V4000 STUD BEARING WALLS SHALL Be 2x6 a 16'OZ. 4.FRAMING SUPPLIER SHALL SUBMIT LVL Y'0 HANGER UNLESS NOTED OTHER5E. INFORMATION FOR APPROVAL. 18.ALL 2x...WALLS ARE BEARING WALLS BELOW. ' I 19.PROVIDE POST GAPS AT ALL POST COL X-6'LVIL INDICATES THE NUMBER COLUMNS TO SECURE POSTS TO -III,'T 21 9 •I 'O S X-8'LVL INDICATES THE NUMBER OF 1•1•x 1 16'LVLS. V4000 BEAMS OR LVLS. . I X-10'LVL INDICATES THE N04BER OF I•i•x 4 W LVL'S. 20.ALL NAILS INDICATED ON THIS PROJECT ARE COMMON WIRE TYPE. X-12•LVL INDICATES THE NUMBER OF I'A1'x II T6'LVLS. X-14'LVL INDICATES THE NUMBER OP I'7i'x 14'LVLS. ��-�-��. I I X-16-LVL INDICATE THE NUMBER OF I if'x 16'LVL'9. 21. V INDtGATE9 LOCATION OF HOU2-5D525 HOLDDOWN W2J5 (51N0'SON CATALOG). 9 14' VL - 9-1 'L = - 14 L J i I 6.'R.'INDICATES MANGER LOADS. ��-9-��. 22.V INDICATES LOCATION OP HLV5.50929/IOLDOY71 n/2b I 1.'xJ5'INDICATES THE NMBER OF JACK STUDS. (SIMPSON CATALOG). II I I D.'...J-AM'INDICATES PARALLAM COLUMN. I I 9.'xK5'INDICATES THE NUMBER OP FULL HE16W KING STUDS. I I I I i 10. I' I I I INDICATES FLUSH FRAMING WITH HAWSERS. I I I I 11. INDICATES FRAMING CONTINUOUS OVER WALLS/HEADERS. I I I116 TJI JO T9 e I O I tEa 12. INDICATES POINT LOAD. I ~ II LL SHEAR WALL DETAILS 9 14' VL I 14' VL I I 9- 'L .1.14' K IPA-L 9 14' vl �l 1 T. IS el O < 1.SHEAR WALL 9S'U, I v�° 1/I6•PLYWOOD(055):ONE SIDE BLOCKED 8d NAILS a a•O.G.AT EDGES•6'IN FIELD n tTW O 2 STUDS EACH END w/LMSTLIb J 2.SHEAR WALL 9042; Iv tlFb t l/I6'PLYWOOD(05W.ONE SIDE 'II T 1 2 11 a 6'O DBLOc.KL9•a•O.G.AT EDGES I Bel NAILS•6'OZ.INFIELD T M = 4 STUDS EACH END.4ACkAl 9052.5 SHEAR WALL 5100. 1� M1 - 1AW PLYWOOD(OS6);BOTH SIDES W BLOCKED r - - - - DC NAILS a 4'OG.AT EDGES w NAILS•6'Of IN FIELD V L j Tp- - 4 STUDS EAGNI END WnDl2•IId'VIA.BOLT al 0 v R 4.P504 DENOTES PERFORATED SHEAR WALL. W I I WALL UP I I n I I PROVIDE 14'xS•L6 SIMPSON 57S SGREYY'S � uc. AT BOTTOM I[SILL FASTENING 09'OL. FULL HEIGHT. _NITS'TJI 210 JOISTS a16'10E taste I ry ry d •� AT CANTILEVERED JOISTS I Trn rnm veM I I 4 x O n 2x6 WALL PLYWOOD SHEATHING U n iYP. cr II - NE y Q hx I I 6 II I --------- lb O - O I O O II U HOU HOLVDOm . 2.6 WALL ------------ d e e u II I a x I ` T�. VEM II e TYPICAL WALL DETAIL II \ \ n 46_ i - a II I --------- + reAg - I I n VENT Iv 1 CURLE IIOIF I I e _ .� S3F'l eNpRME(Gvy6®,up JES E ----I ----+--I I III I d II I I I q T , A ND ----- LOGATI PLANS. S. TL ND ��WERE BeOA NOT FOR GONSTRGTIO N N 2D FLOOR AT BOTTOM O4-2T-2019 0�9 9-12'LVL ---�13 LTL----I I WALL UP - - - - - - - - - - - - - - - - - - I I I J - - - - - - - - - - - - - - - - - - - 6 13 FALL I I I rl I d d ' I I I 1 1 HOLDDO SEE TYPE AtID 11'' I LGGAT oi+ PLANS GIBBON J I I I I 04'- R p. OSTERV BILE MA ROAD 1ST FLOOR 04'-0' L.TYP. - - - � I 2-12'LVL - I I 1 *'O- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L I I I ,� IT SHEAR WALL ELEVATION GROUND FLOOR GROUND FLOOR FRAMING PLAN I _ - _ - _ - SCALE,1/4'x1'-0' FRAMING PLAN 1 I _ _ _ = I L - - - - - - YL D 11'I6'TJ VEITAS.0 VEITAS I ILO JOUSTS•16'O.G. S 101 .2 engineers Sec=»u<sx«t.sxu<Io1 Bmmt,,M-hv lts02184 TEL 0811843-2S63 FAX U81649.2065 ARCH SKGRD RECD 20N-09-50 w off— J- - - - - - - - - -2�1x8— - - - - - - - - - - — � - - � B m O ,~/■ 2xl }xl0 -2x O 2-2 101 b* S Q 2110016'OL. I ' I-1176'LVL I-IIM'LVL I-1176'LVL _ 1-2x12- — — STAIS LANDING - - . J I 6 I I LYPIGA' FLOOR CONSTRUCTION S/4'ADVANTECH PLACED PERPENDICULAR p TO SUPPORTING MEMBERS GLUED 6 NAILED O*6 S S .+AOE RING SHANK NAILS AT 6.OZ. POg 1 -II 'LVL TYPICAL FIAT ROOF COTF.aTRUGTION Prt(fJt 1 ►—• I ■ 19/92'APA RATED SNEATHING(4O/20)PLYWOOD(ADVANTECK _ — EXPOSURE I,n/EOSE CLIPS PLACED PERPENDICULAR TO SUPPORTING MEMBERS NAILED W/BG RING SNANK NAILS AT 6' 1-I136*LVL 1-1176'LVL I-1116•LVL I OL.EDGE NAILING 4 12'OL.MILD NAILING TO SUPPORTING JI I j 9 MEMBERS.EACH PANEL SHALL HAVE 1/8'GAP ALL AROUND. 0 yy Pam` dl o $ I - - - - - - - - -2-2x0— - - - - - - - - - - - - - IE PROVIDE SHEAR WALL ANCHOR TO LVL PDyt J � AND ID POSTS ABOVE NCHO AS SCMFROM LVED. PROVIDE`-"ANCHOR FROM LVL � 7 TYPICAL FLOOR GONSTRULnON 'o TO POSTS BELon 9/4'ADVANTEGH PEALED PERPENDICULAR Gl TO SUPPORTING MEMBERS 6LVED 4 NAILED I O HALL UP .AOG RING SHANK NAILS AT 6'OL. I n � � � • � II F•` e � +• 9 12' I 5w m LN f. I;.—, 1116 TJI 21,41 JOI TS IdOSEE ARCH.OH&.FOR ti ,II _FRAMING AT BRISE SOLEL 1 }I L ry14' VL 14'L LLI AND PERGOLA \ Q f f f TO F5 �+� TYPICAL ROOF LONSTw,LT,oN 9/92 APA RATED SHEATHING(4ono)PLYvaov(ADVANTEGIU, — — — 1 Q EXPOSURE I,x/EO"CLIPS PLACED PERPENDICULAR TO SUPPORTING MEMBERS NAILED VVW RING SHANK NAILS AT 6' 04.EDGE NAILING 4 12'OL.FEILD NAILING TO SUPPORTING MEMBERS.EACH PANEL SHALL HAVE 1/8'GAP ALL AROUND. I I � I II I J • 1 1116 TJI JOI T'� I O II 1 f cf 14' VL 14' VL' 14' ' W SHEAR WALL DETAILS FOR GYM ONLY 1 = 1 110 T!1 110 1 6 I L • __o V9IA8 �'° SHEAR --- -- 1 IllJ.2*.Ll II II I.SHEAR WALL SWI: — — hP 7/I6'PLYWOOD(OSB);ONE SIDE = 9W 9Y1 BLOCKED7 U 77 8O NAILS a 6'O.G.At E06E5 4 IN FIELD 1 2 2 STUDS EACH END 1 ISSUED FOR PERMIT 2.SHEAR HALL 9042, NOT FOR CONSTRUCTION T/16'PLYWOOD(OSB);ONE SIDE BLOCKED 09-27-2019 6d NAILS a 4'O.L.AT EDGES OF ROOF SHEA 8E NAILS•6'O.C.IN FIELD I ` 2 STUDS EACH END n/I4171.0-50923 I I r 2 12 e 1 •o �., 9.SHEAR WALL SW3; 1/I6'PLYWOOD(OSB);BOTH SIDES ■ O 2 24' VL RI BLOCKED i ■ a_ 8C NAILS a 6'O.L.AT EDGES 4 IN FIELD - '.,c - J 2 STUDS EACH END wMW4-50525 I - i GIBSON TYP I ■ Z■ 85 SEAPUIT RIVER ROAD 5ECOND FLOOR FRAMING PLAN OSTERVILLE,MA SCALE,V4'•I'-O' JIN \� HOU HOL i FOR NOTES AND BCHEDILES,SEE 5102.2 3 SECOND FLOOR 2 6• �'- PaH, 2x6 i ■ FRAMING PLAN I ETAIL VE I TASIVE I TAS GARAGE ROOF FRAMING PLAN I engineers S102. 1 SCALE.I/4'x 1'-0' I G'9 Crania SlrM.Suite I6I FOR NOTES AND SCHEDULES, TEL FAX SEE 5102.2 I ARCH BKGRD RECD 2019-09-90 F$AMIHG NOTES 13.ALL HEADERS IN 2x6 WALLS SHALL BE 9-2x10 U O _ q/32*TYPIC L FLAT ROOF LONSTRUGTION I4.ALL HEADERS IN 2x4 WALLS SHALL BE 2-2x10 UNO. z 19/93'APA RATED SHEATHING(40/20)PLYWOOD(ADVANTEGU. I• O�LAL DETAILS/NJD GENERAL NOTES SEE DWN3.91001 19.PROVIDE 1 JACK STUD I KING STUD ON EAGN SIDE OF ALL DOOR,WINDOW EXN'OSURE I,WEDGE CLIPS PEALED PERPENDICULAR NAILS 2.FOR PLATE HEIGHT,SEE ARCHITECTURAL DRAWINGS. AND FLUSH FRAME OPENINGS, AT EACH END OF BEAMS AND GIRDER • SUPPORTINIG MEMBERS HALED W/8d RING SHANK NAILS AT 6' D.C.EDGE NAILING 4 12"O.C.FEILD NAILING TO SUPPORTING TRUSSES AND UNDER CONCENTRATED LOAD$ UNLESS OTHERWSE NOTED. O MEMBERS.EACH PANEL SHALL HAVE 1/5'GAP ALL AROUND. 9.GENERAL CONTRACTOR NOTE.POSTS(4x6 AND LARGERI AND 9 OR MORE 16.ALL EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x6 0 16'OC. UID JACK STS SMALL EXTEND DOM CONTINUOUSLY FROM THE ROOF AND UNLESS NOTED OTHERWISE. ' 2x10016'or- SECOND FLOOR TO THE FOUNDATION WALL UNLESS INTERRUPTED BY A BEAM OR JACK STUDS. AT ALL JACK STUD AND POST LOCATIONS 11.ALL INTERIOR Y'IOOD STUD BEARING WALLS SHALL BE 2x6 0 16'OL. PROVIDE MATCHING BLOCKING 91UD9 BELOW FIRST FLOOR 5HEAT INS UI�NOTED OTHERK5E. 1YY 7� DOWN TO FOUNDATION WALL OR LVL BEAMS. 18.ALL 2x...WALLS ARE BEARING WALLS BELOK - - - - -10-LYL - - - 4.FRAMING SUPPLIER SHALL SUBMIT LVL HANGER 19.PROVIDE P09T GAPS AT ALL P05T COLUNMNIS TO SECURE P05T9 TO 3-�xli - - - - - - - - - - - INFORMATION POR APPROVAL. WOOD BEAMS OR LVLS. S.X-6•LVL INDICATES THE NUMBER OF 1 43'x 5 h'LVLS. 30.ALL NAILS INDICATED ON THIS PROJECT ARE COMMON WIRE TYPE. X-B'LVL INDICATES THE MUt,BER OF I ON'x'1 I4•LVLS. X-12 LVL INDICATES THE NUMBER OF I QY'x 1 16'LVL9. 10 •Id,O I X-12•LVL INDICATES THE NUMBER OF. 1'Ji'x 11 TD'LVLS. 21. 1 INDICATES LOCATION OF HDV2-50529 HOI.DDOWN W/2J5 X-14'LVL IKID CATE5 THE NUMBER OF 143•x 14'LVLS. ��--� (91N490N CATALOG). X-16•LVL INDICATES THE NUMBER OF I A{'x 16•LVLS. 22.`/ INDICATES LOCATION OF H 0114-SD529 HOLDOM W/2J5 6.'R■'INDICATES HANGER LOADS. �--� (SIMPSON CATALOG). T.'xJ5'INDICATES THE NUMBER OF JACK STUD". 29.V INDICATES LOCATION OP HDU9-5D525 HOLOOM n/2J5 (SIMPSON CATALOG). 141 14, 1111 11111 14 1i Ili 11 + 1 12• VL B.'...LA R M'INDICATES PAALLAM COLUMN. 24. INDICATES LOCATION OF HMO-WS25 HOLOOM W2J5 0 9.'xK5'INDICATES THE NUMBER OF FULL HEIGHT KING STUDS. (SIMPSON CATALOG). �Y 25.PROVIDE 51MPSON ABLI66Z BASE AT ALL 6x6 POSTS. 10. I i , INDICATES FLV5M FRAMING WITH HANGERS. 26. 10--INDICATES,MOMENT CONNECTION.FOR DETAILS j I II I II II 11. INDICATES FRAMING CONTINUOUS OVER WALL5/HEADERS. SEE DRAWING 5002. II II 12.� INDICATES POINT LOAD. 21. •+Wf'.,s M rA L'OR O MCATES SHEM MALL. _ I r I I I I I II II y�A 38. ABEARIN 'I 6 WALLS OVER 8INTERIOR LOAD'--0IN HEIGHT,PROVIDE ONE ROW OF W II II I ■ 4 OOD BLOCKING AT MID-HEIGHT OF•9TUD5. I 212 •I ° II II I SHEAR WALL DETAILS L - J I I I W12 loa - II II I - o SHEAR KALL NOTES: • - ■+ L SHEAR WALL 9Y'U; p p 1/16'PLYWOOD(O56):ONE SIDE I II II I I t �{rp a BLOCKED _ 2 STUDS EACH END r ICMSTC.116.6'IN FIELD Mr 2.SHEAR WALL SW2: II II I 75 TJI 2 O. " T/ K�D(055):ONE SIDE I II II Oct NAILS•4'OL.IN EDGES It II I II II 8d NAILS 0 H O.C.N FIELD 54 9T1D9 EACH END WMDUII-SOWS II I II II I SEE ARCM.DYV65.FOR S.SCAR WALL'' , p PERGOLA FRAMING II I 0 II ti I oy VI�KE Y'IOOD(OSB):BOTH SIDES N WI3 BT EDGES 1 'L 8d NAIL9■6.OL.IN FIELD 4 STUDS EACH END../IID13 4 116•DIAL BOLT U T P 9 9W 9-8'LVL - - - - 4.PEA DENOTE PERFORATED SHEAR WALL. w KNEE WALL UP TO ROOF ONLY PROVIDE 4I9•LG SIMPSON ST 5D9 9CRB'F. -- AT BOTTOM It SILL FASTENING 09'O.G. - I FULL HEIGHT. L.%! FOR MECHANICAL ROOM 2x6 WALL PLYWOOD 5HEATIIN6 U " Q FRAMING PLAN BELOW SEE PLAN ON DWG.91029 o I 0 W IG I r, • I HDp 11OLODOYf1 $$ 2.6 WALL F I �Go,,.o„• - - I I g x I I g = - fi TYPICAL WALL DETAIL Iq/92'AP RATED 91EATHINB(40/20)PLYWOOD(ADVANTECY). pkp diy EXPOSURE 1.W/EDGE CLIPS PLACED PERPENDICULAR TO - m SUPPORTI MEMBERS NAILED W/8d RING SHAM NAILS AT 6' OZ.EDGE LING 4 12'O.C.FEILD NAILING TO SUPPORTING _ �W I MEMBERS. PANEL SHALL HAVE 1/8•GAP ALL AROUND. I rz ROOF - - I S I �u A Ilk' �gQyj fo rlEs.SEE AND LOCAT1 ON PLANS. CONTINR TUDS ABOVE x �ENGFOMINO TON WAALLLBEBELOW ISSUED FOR PERMIT OF ROOF SHEATHING - - - VARIES F LENGTH OF ' - 3ND FLOOR YIALL- 4 PROVIDE - NOT FOR CONSTRUCTION HW4 25 AT BOTTOM Oq-2T-2OIq 45.5m Type 11yy1'� i-■ - - - - - - - - a� LOLATI ON PLANS ANDu GIBSON N�1 J F4 %, HOR RODS ly -s-PUIT RIVER ROAD - - __ - - - - - - - 1ST FLOOR 1 04.00 Z.TYP. JJSS OSTERVILLE,MA � Q■ _ __ __ _ _ _ - _ _ - - - SHEAR WALL ELEVATION SECOND FLOOR/LOW ROOF FRAMING PLAN SECOND FLOOR SG/1LE�v4•.r-0• FRAMING PLAN 091 9-10'LVL VEITAS VEITAIS S102.2 w y,a engineers J 1 O2 2 B O . SUWh.t[101 V ■ R,�ml,«.nM��n�xu,oz1sM TEL(7911s4326fi3 FAX O91 H49-pGs ARCH BKGRD RECT7 201q oq-90 5EE PLAT,ON DY4S.$1022 FM ROOF FRAMING THIS AREA r - — — — — — — — — — — — IN, I � 2-12'LVL w ° I IN, = � U Q I / I / YU2 - - - - - - - - - SV4 t N OF 44& YHfAB MECHANICAL ROOM FRAMING PLAN SEAL&1/4'•F-O' OMNI" ISSUED FOR PERMIT NOT FOR C.ONSTRUGTION 09-77-2019 GIBSON 69 SEAPUIT RPrR ROAD OSTERVILLE,FAA SECOND FLOOR FRAMING PLAN VE I TASIVE I TAS 5� �2.3 101 engineers Bm Grande——1 02 Braimree.Maxuch�erU 02180 TEL R8II843-2663 FAX(791)84r}2065 AREH BK&W REL'0 2019-OR-90 2xI2616.OC. 2x12016'OL RAFTERS 2x12816'OC, • RAFTERS RAFTERS n/2lfI0 CEILING J015T5 (SEE ARCH.FOR eLev) 90 ROOF FRAMING NOTES, I I. FOR TYPICAL DETAILS AND GENERAL NOTES SEE 57,01 TO 5202. 2. FOR PLATE HEIGHT,SEE ARCMITECTURAL ORAMING9. � _ 11 1 1 I I I �I 'I 11 1 1 1 1 1 r S. ALL POST AND JACK STUDS SHALL EXTEND DOYN I I I I I I I 1 1 I I I I I I I I I CONTINUOUSLY FROM THE ROOF THROUGH ALL FLOOR FRAMING TO THE FOUNDATION UNLESS INTERRUPTED BY A BEAM OR OTHER SUPPORTING MEMBER. I I I I I I I I I I 1 ffiICAL ROOF GON37RUCTON f 4. X-6-LVL INDICATES THE NUMBER OF I W x 5 K'LVLS. I I 1 1 I I I I I I I I I I I I 1 I I I I 1 19/92'APA RATED SHEATHING(40rJ0)PLYWOOD(ADVANTEG). — J X-p-LVL INDICATES THE NUMBER OF I%'x 1 W LVLS. I I S I I I I 1—1—I �1—I— I I I I I I EXPOSURE I,WEDGE CLIPS PLACED PERPENDIGILAR TO F — — — %-10'LVL INDICATES THE Hp4BER OF I Y'x 9 K'LVLS. I I RI SUPPORTING MEMBERS NAILED W/6d RING SHANK NAILS AT 6• X-12'LVL INDICATES THE MJl48ER OF 141'x II T•'LVLS. OL.EDGE NAILING•12"OL.FEILD NAILING TO SUPPORTING X-14'LVL INDICATES THE NINSER OF I'�'x 14'LVLS. MEMBERS.EACH PANEL SHALL HAVE 1/0'GAP ALL AROUND. X-16'LVL INDICATES THE NUMBER OP I QJ'x 16'LVLS. X-IB'LVL INDICATES THE NUN40ER OF I Qi'x 16'LVLS. I I I I I I 1 1 1--IT I—I I I I Rim S. R.-INDICATES HANGeR LOADS. I I I I I I I I I I I I I I I I I I�• I I 1 1 I 44, I 6. •xJ5'INDICATES THE NUMBER OF JACK STUDS. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. -.KS'INDICATES THE NUMBER OF FULL HEIGHT KING STUDS. d I I I I I I I I t I I 1 1 I I 1 1 I I I I I I 6. '-.A-AM'INDICATE$PARALLAM COLUMN. 9. ! ! i INDICATES FLUSH FRAMING MOTH HANGERS. 11 1 1cs 10. NDICATE9 TWf95ES/JO15T9 CONTINUOUS OVER WALL9MEADER5. If. ALL (HEADERS IN 2x6 INTERIOR WALLS SHALL BE 9-2x6 LINO. ALL HEADERS IN 2x6 EMERIOR WALLS SMALL BE 5-2x6 UNO. 12. ALL HEADERS IN 2x4 WALLS SMALL BE 2-2x10 UNO. 15. PROVIDE I JACK STUD AND I KING STUD ON EACH 510E OF ALL DOOR WRDOM(AND P%v FLUSH FRAME OPENH&S.AND AT EACH END OF BEAMS UNLESS NOTED OTNERMOSE. L J J I BEOE .1122 MIS 14. PROVIDE HURRICANE ANCHORS AT EACH BEARING POINT OF ROOF JOISTS AND LVLS. SHEAR WALL DETAILS 2x12 016'OL RAFTERS IS.O INDICATES Zx...WALLS BEARING WALLS SELOMI auenP wn_ -12x12 COLLAR TIES 16. AT ALL INTERIOR LOAD BEARING WALLS AND ALL NON-LOAD BeARING WALLS OVER 1.SMEAR WALL SWI; 5M1 6'-0-IN HEIGHT,PROVIDE ONE ROW OF WOOD BLOCKING AT MID-Id:IGM OP STUDS. lA6'PLYM4UDD(OSB):ONE SIDE 1.1. HIV',-NEAR WALL' OR® INDICATES SHEAR WALL SEE BLOCKED — — ORAWING 58 SERIES DWSS FOR SMEAR WALL SCHEDULE AND DETAILS. 9d NAILS.4'OL.AT EDGE9 4 6'Of—IN FIELD 2 STUDS EACH END n/C.1STC16 16.INTERIOR SHEAR WALL ANCHORS SMALL A PROVIDED AT EACH END AND EACH LEVEL OF SMEAR WALLS. EXTERIOR SHEAR WALL ANCHOR EACH END A SMALL BE AS 2.SHEAR WALL 5W2; 1dNtl r INDICATED ON THE PLAN. 1A6•PLYWOOD(09B):ONE 9117E N 19.SEE ARCHITECTURAL DRAWINff FOR ROOF SLOPE. BLOCKED I I I Bd NAIL$•a•OL.AT EDGES•6•oL.IN FIELD I I I I-1-1 I♦ 1 I I I I 1 1 I I I I I I I I I W 4 snros EACH END rVNDllll-5D92s I I I I :I I I I I I I I I I I I I I I I I ti� ZO.PROVIDE POST CAPS AT ALL POST COLUMNS TO SECURE POSTS TO GIRDER rm_�_ 1 1 I 1 1 1 1 1 1 I t 1 I 1 I I HULL 1 .1 I I I I OR LVLS S.SHEAR WALL SWO, 1A6'PLYWOOD(050),BOTH SIDE$ BLOCKED Dd NAILS•a•oL.AT EDGES I I I I I I I I 1 I I I I I bd NAILS•6•OZ.INFIELD 4 STUDS EACH END..MD12•Ik-DIA.BOLT I I I I S I I I I I I I c I I I I I I I I I I I I I I I I I I I I I I °.P5w°ENOTEg PERFORATED SHEAR wALL. PROVIDE 1••xs•LG SIMPSON SM SCREWS I I I I I I I I I I I I I I I I Q AT BOTTOM TI:SILL PASTENINS 09'OL. IZ 1 PULL Ne1GM. 2x6 WALL PLYWOOD SHEATHING TyP, I I I I I I I I I I I I I I I I I I I I I I I r2x6r4ALL DOWN I I I 1 1 1 I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OF 4y +° 44 TYPICAL WALL DETAIL T— n Im"I - - - - - - - - - - - - - I ROOF 9W SW sw ISSUED FOR PERMIT NOT FOR CONSTRUCTION L I 09-2T-2019 d TES.SEE AND LOCAT ON PLANS. SCREW DOUBLE To'.T{:b EI TO CLINS YPE CONTINUE TUDS ABOVE JOISTS nN5IMPSOM 50525500 AT EACH TO FOUND TION WHERE JOIST,5MISLE BOTTOM IC TO FLOOR LENGTH WALL BELOW 50/4 VARIES F LEN9TH OP JOIST.n\91MP 50525912 AT EACH 2ND FLOOR WALL 4 PROVIDE JOi9T. HWO-S .25 AT BOTTOM I — — ROOF FRAMING PLAN GIBSON Q 5C ALE.1/4*-1'-0' 85 SEAPUIT FINER ROAD ^ OSTERVILLE,MA I o o LL HOLDOOH r.,SEE TYPE AND LOCAT ON PLANS WO NOR RODS ROOF — — — — — — — — — — — — — J 1ST FLOOR •a'-0• L.TYP. FRAMING PLAN SHEAR WALL ELEVATION V E f Tn S'0 V E f Tn S S 1 03 engineers CGB Granue Street.S�IIe 101 Braintree,Mnwchureur 02184 TEL 081b43-20 FAX 081849-2065 ARCH BKGRD ReCD 2019O9-SO ° ' iBEAM POCAZT --tPO!!W B Set � BASE R hrrs><o•-e• /2-%-HILn NIT HY H95 COL. ADHESIVE ANCHORS 1„4009 STLO MALL _ WE PLAN I SEE PLAN . &RAVEVARIg FOR SLAB EL.THICKNESS FOR SLAB EL.n11CI1N HANDRAIL ��J SEARCH.AND FOR TOW EL. SEE ARCH.OW6S. AND REIN.SEE PLAN GR ND ADE VARIES A REIN.SEE PLAN SEE ARCH.DWSS.] SITE OW65.TYP. SEE ARCH.AND SITE DW69.TYP. ,Ie 11 2-•6 CONT.TAB .b I .d' SEE PLAN 5HEATHING tl L9x0xW FIN15H GRADE FINISH 6RADE p W BEAM ' x 4'LONG WE ARCH.DW6S. e ARCH.DWt59. L SEE PLAN NEL NELSONM STUDS e 2'-0'oL. II' '.t. 4'P.T.PLYWOOD 4'SEAT • S*XIS'x0'BEARING R Welt' be12' A 4x4 P.T.SILL I-JOIST '� n^'NOWSHRINK 6ROUT ... 4•BEAM .. PAP e16'OL. POCKET v 1U SEE PLAN SEE PLAN V .6e12' FOR SLAB EL.. • FOR SLAB EL.. CWYSHFD STONE WRAPPED CRJ}IED STONE MAPPED dSf REINF.SEE PLAN REINP.SEE PLAN IN 6PATEXTILP MEMBRANE IN GEOTZXTILE h�RA E pq 4•e PERFORATED GRAIN LINE PAPER JOINT FOR SLAB 4•e PERFORATED DRAIN LINE .. PAPER JOINT FOR SLAB J EL.4 REIN. EL.A REIN. 45012' 4 SEE CIVIL DW63 S,�PLAN SEE�� SEE CIVIL DWG'' SEE PLAN SEE PLAN 2-A5 CONT. TAB 2-AS CONT.TAB 2-05 CONT.TAB rk! O O tR BOP EL.VARIES R BOF EL.VARIES BOP EL. .. SEE PLAN SEE PLAN .. SEE PLAN SEE PLAN .. SEE PLAN We12•TAB 9'-0' I'-0• I'-0' S,-0, SE-0TION II SECTION Iz SECTION a SECTION to w U WOOD 57W WALL Q BEYOND rlEl-qI 96/Rp PATTERN ETTED3 FOR SLAB EL.THICKNESS t" qFOR SLAB EL.TNICIC7�59 AND REINP.SEE PLAN ' IN.SEE PLAN FOR SLABEEL.A A NF.SEE PLAN 10'STIFFENER R TYR EA,SIDE. CENTER 4 OVER COWPON BELOW I. ZBXBX14 W BEAM � NEL50N STUDS LONG M W� r b SEE PLAN .L.BxSxg LLv pl a 2'O'Or re A9 I/4�12 �G w0 BEAM WE PLAN f0 TEa L SECTION 14 ISSUED FOR PERMIT 9/a•.r-0• NOT FOR CONSTRUCTION COLUMN O9-O'I-2019 I SEE PLAN SEE PLAN CRUSHED STONE WRAPPED IN GEOTEXTILE MEMBRANE FORPERFORATED' D 4.0 PERFORATE DRAIN LINE PAPER JOINT FOR SLAB EL.A REIN. SEE CIVIL OWNS EL.A REIN. WE PLAN SEE PLAN SEE PLAN GIBSON �`—'�'�t 2-ts CONT.TAB 85 SEAPUIT RIVER ROAD 4 -�4, OSTERVILLE,MA O J Q' S � � 9-A$COMT. STRIP " BOP EL.VAR I ° SECTIONS BEE PLAN AND FOOTING 9'-0' DETAILS SECTION 13 SECTION Is A A S402 engineers C:@ Granlle Slreel.Suite 101 Broinlree,Mama I—Itr 02184 TEL 1781248-2663 FAX 080849.2068 6 _ft_ e LVL oR SBOTTOM CHORD SN�LL FLUSH FRAMED JOISTS AND WOOD TRUSSES AT POSTS TO AVOID INTERFERENCE y 2. WITH RS a BOLTS JACK STUDS I$TVD KIN&MIN. SEE PLAN NOTES AND Ibd COMMON NAILS 160 COMMON NAILS -VIA.THRU BOLTS Z JACK STUD MARKS ON 2 ROWS AT 12'OL. �;115 AT 12'OL. ]ROWS AT 12'D.C. FLAK(I-STUD MIN! = h LVLS OR 2X FRAMINS FLOOR 9NEI.THIN& I O SEE PLAN SEE y1-'� f1 ry l W CI� _ _ H1— f iv OR 2X.._. o it 2-I5'VIA.BOLTS B246-OLT91A. SADDLE It I EACH SIDE I I 2I o n 2-LVL 'ry -LI it LVL WOOD POST W SADDLE IE See PLAN OAPRPRROOVED R L 3 PLY BEAM 4 PLY BEAM SWIPSON C4OR _ I I I g�p g µp I—KIN S MIK TYPICVSPAL MULTIPLE PLY LVL BEAM DETAIL COLUMN cAP SEE PLAN PLAKnSnD" i°N STUDS TO emnL oR TYPICAL WOOD POST TO TYPICAL STEEL POST Or JACK STUDSABOVE LVL/GIRDER TRUSS DETAIL TO LVL DETAIL TYPICAL JACK STUD DETAIL POST FROM LVL OR 21 JACK STUDS IAT1D KINS MIN. POST FROM ABOVE SEE AN SEE PLAN NOTES AND ABOVE BUILT UP A R JACK 5ND MARKS ON FLOOR CONE FROM ABODE PLAN.(1-5TUD MIN) FLOOR SHEATHING FLOOR SHFATHIN& S/WATMIN& SEE WOOD POST BUILT UP SEE RAN P05T CONT FROM ABOVE iL OR OR 2X_.. BASE Y COL. BASE BY 91 SEE PLAN EL..REINP. OR EQUAL 1 SEE RAN T o FLUSH FRAMED FLUSH FRAMED . .. HEADER OR BEAM HEADER OR BEAM NANf ER SIZED AND POST SEE SGHED. PROVIDED BY TRUSS LVLS OR 2x5 POST SEE kA�D. OR FRAC. SUPPLIER SEE RAN FOR REEAC ION JACK 5ND5 1—KIN&MIN. <. .. 7T'7 SEE PLAN . SEE RAN NOTES AND JACK STUD MARKS ON RAK o MiN) TYP. POST BASE DETAIL snros To" o EOLAL oR POST IN WALL POST AT END OF WALL LVL OR 2x HANGER DETAIL in EXCEED T7�NMBER OP JACK SNDS ABOVE TYPICAL JACK STUD DETAIL U w 2x_STUD WALL 2x..ST P W x..ALL 2 STUD WALL 2x..STUD WALL 2x..STUD WALL SEE ARCH.DW. WALL ARCH. ING SEE ARCM.DW69. WALL 5CH.07INS SEE ARLM.DWGS. SEE ARON.pWG9. CONT.2x.,TYP. GONr.2x..TYP. SEE ARCH.DW65. SEE ARCH.DW65. CONT.2x..TYP. 2x4 LONT,NAILER WEB STIFF T'P. CONT.2x_TYP. CONT.2x..TYP. LVL�� Q 2-L-11—111 FLOOR SMEATNING FLOOR 5HEATHINS FLOOR SHEATHING BLOCKING FLOOR 5HEATHINS LVL BLO"11* FLOOR SHEATHIN& SEE RAN TYP. C�+T•LLV TYP. FLOOR SHEATMINS SEE RAN TYP. SEE RAN TYP. See RAN TYP. SEE RAN TYP. SEE RAN TYP. 1 TJI 5EE TJI SEE PLAN TJI 9EE RAN TJI SEE RAN TJI SEE RAN RAN WEB STIFF.TYP. VT1I SEE 2-2x..CONT.TYP. CONT.LVL TYP. LVL BLOCKING WEB STEP TTP. RAN JOIST HANGER TJI SEE RAN 2-2x..cow.TYP. cow.10'LVL FIRE BLOCKINS TYP. 2-2x..CONT.TYP. WALL SHEATHING 2-2x..CONT.TYP. 2.4 CONT. LVL BEAM 2x_STUD WALL SEE ARCH.DWGS. WALL SHEAT/11. 24x..CONT.TYP. NAILER TYP. SEE FLAN 2x..STUD WALL Zx..STUD WALL SEE ARCH.OW59. 2-ST O WALL 2x..STUD WALL SEE PLAN TYP. WALL 5HEATMING SEE ARCM.DY.55. N Y5� SEE RAN TYP. 1f�8 C YHfA9 SECTION I SECTION SECTION 3 SECTION 4 SECTION s SECTION b 9/4'•I'-0' 5/4'•1'-0' s0 5/4'•1'-0' 50 9/4'.I'-0' S0 9/4'•1'-0' 9/4'•I'-0' T� t 2x..STUD WALL ISSUED FOR PERMIT 2-295 2x&RAFTERS COW.2x_TYP. NOT FOR CONSTRUCTION SEE RAN N/5IMPSDN LUS26 1116'LVL HANGER EA.END SEE ARCH. SEE RAN 1"4 FLOOR 5112AW N& 09-2T- i9 SEE RAN TYP. 9-2x...BLOCKINI BET"7EN RAFTTJI G I BS O N Cow.2x..WALPSON H25A AT RAFTER 86 SEAPUIT RIVER ROAD 2x..STUD WALL CONT.MAILER OSTERVILLE,UTA WALL 5HEATHINDER SEE RAN PLAN SECTIONS SECTION i AND 9/4••F-0' 50 DETAILS vEITnS�VEITnS S501 0:®Granite Street.Suitr 101 engineers Braintree.Ma hure0e 02164 TELUSINA3-2563 FA\OBJE49-20115 SIMPSON ANCI4OR SIMP50N ANCHOR LRU 21OZ AT EACH RIDGE BEAM LRU 2IOZ AT EACH RIDGE BEAM RAFTER TO RIDGE SEE PLAN RAFTER TO RIDGE SEE PLAN BEAM BEAM ROOF SHEATHING ROOF SHEATHING SEE PLAN SEE PLAN ROOF BEYOND 12 12 10 10 2.12 RAFTERS 2.12 RAFTERS SEE PLAN SEE RAN SEE see ARCH. SIMPSON ANCHOR N25A ARCH. SIMPSON ANCHOR N25A TYP AT EACH RAFTER EACH SIDE TYP.AT ONE EACH SIDE AT RAFTERS EACH RAFTER SEE CEILING JOISTS EXTERIOR WITHIN 6'-0"OF GABLE END WALL EXTERIOR SEE PLAN STUD WALL STW WALL TYP. TYP. SECTION I SECTION s a/e••r-o• 50 9/a•=r-O• 50 s1MPSON ANCHOR SIMP50N ANCHOR LRII 21OZ AT EACH RIDGE BEAM LRU 210Z AT EACH RIDGE BEAM RAFTER TO RIDGE SEE PLAN RAFTER TO RIDGE SEE PLAN BEAM ROOF SHEATHING BEAM SEE PLAN 6-IOH COMMON NAILS EACH END 7—12 2x12 RAFTERS ROOF SHEATHING 51 SEE PLAN EE PLAN ROOF BEYOND SIMPSON ANCHOR N25A TYP.AT EACH RAFTER 12 SEE 10111 ARCH. 2x10 CEILING JOISTS SEE PLAN SEE RAFTERS SEE PLAN EXTERIOR STUD WALL TTP. U SECTION sE w 3/a•el'-0• SO ARCH. SIMPSON ANCHOR N25A EACH SIDE TYP.AT _ EACH RAFTER EXTERIOR STUD WALL U TYP. SECTION 4 sia•el•-0• 50 Q 12 12 B� �10 � C �N L 155UEP FOR PERMIT - - - -- NOT FOR GONSTRUGTION 09-2T-2019 SECTION s SECTION b GIBSON 89 SEAPUIT RNER ROAD OSTERVILLE•MA SECTIONS AND DETAILS VE I TASIVE I TAS 5502 engineers u'e c.�mt�stet.smt.Iol Bra—,,.M—h—ts 0218a TEL D8II943-2563 FA%H78DR49-2065 ' r HUTKER ARCH I T E C T S PRELIMINARY DOOR SCHEDULE FIRST FLOOR UNIT LOCATION MANUFACTURE DESCRIPTION TYPE FRAME SIZE R.O. LIGHTS INT. FIN. SCREEN HRDWR SE REMARKS 100A Garage- 100 TBD Wood Garage 10'-0"x 8'-1" 10'-l" x 8'-11/2" 6 TBD N TBD 101A Garage Stair-101 TBD Wood Inswing 3-71/2"x 7'-71/2" 3-81/2" x 7'-8" 1 TBD N TBD 101B Garage Stair-101 TBD Wood Inswing 3-0"x 7'-7 1/2" 3-1"x 7'-8" 1 TBD N TBD Wood Side Light Fixed 1'-101/4"x 8'-01/2" 2 NA 102A Foyer-102 Dynamic Wood Entry Door Pivot 5'-0"x 8'-01/2" 8'-9 1/2" x 8'-1" 4 TBD N TBD Wood Side Light Fixed P-101/4"x 8'-01/2" 2 NA 102B Foyer-102 Dynamic Wood Bifolding (6x)3-3 3/32" x 8'-6 5/8" 19'-71/2"x 8'-71/8" 2 TBD N TBD Wood Transom Fixed 3-71/2"x 1'-111/2" 3-81/2"x 2'-0" 1 N 108A Life Room -108 Dynamic TBD TBD Wood Door Inswing 3-71/2"x 7'-111/2" 3-81/2" x 8'-0" 2 N 112A Master Bath-112 Dynamic Wood Door 2-Panel Lift&Slide 6'81/2"x 7-111/2"' 6' 91/2" x 8'-0" 2 TBD Y TBD 115A Master Bed -115 Dynamic Wood Door 2-Panel Lift&Slide 14'-0"x 7'-111/2" 14'-l" x 8'-0" 1 TBD Y TBD 115B Master Bed-115 Dynamic Wood Door 2-Panel Lift&Slide 11'-11"x 7'-111/2" 12'-0"x 8'-0" 1 TBD Y TBD Guest Common- Wood Door Inswing 3'-0" x 7'-111/2" 2 N 120A 120 Dynamic 6'2"x 8'-O" TBD TBD Wood Side Light Fixed/Awning 3'1"x 7'-111/2" 2 NA 120B Guest Common- Dynamic Wood Door Inswing 3-71/2"x 7'-111/2" 3'-81/2"x 8'-0" 2 TBD N TBD 120 120C Guest Common- Dynamic Wood Door Inswing 3'-0"x 7'-111/2" 3'-l"x 8'-0" 2 TBD N TBD 120 123A GYM -123 Dynamic Wood Door Inswing 3-0"x 7'-111/2" 3-1"x 8'-0" 1 TBD Y TBD 201 GUEST 208SLEEPING Dynamic Wood Door Inswing 3 0"X 7'-51/2" 3 1"X 7'6" 1 TBD Y TBD Marvin Door Notes: Manufacturer to submit shop drawings and tabulations to Architect and Contractor for approval SEAPUIT RIVER RD. RESIDENCE OSTERVILLE, MA 1 ISSUED FOR PERMIT-09.27.19 H U TKE R ARCHITECTS Exterior Material and Finish: Wood Ptd, Color Pebble Grey Interior Material and Finish: TBD Glass: Low E2 w/Argon Impact/ IZ3: No Divided Lites: 7/8" square edge SDLS with Stainless spacer bars Interior Divided Lites: 2W1H Rectagular(Square Edge)divided lite Hardware Finish:TBD Screen Frame: Primed Wood Screens for Interior Screens(Awnings) Screen Mesh: Bronze Extension Jambs: Windows to be installed in 2x6 walls with 6 9/16" extension jambs, unless noted otherwise. r SEAPUIT RIVER RD. RESIDENCE OSTERVILLE, MA 2 ISSUED FOR PERMIT-09.27.19 11 ► f 7 H U TKER ARCHITECTS PRELIMINARY WINDOW SCHEDULE UNIT IMANUFACTUREI MODEL DESCRIPTION UNIT SIZE (W X H) R.O. (W X H) LIGHTS SCREENS INT. FINISH REMARKS A Marvin CUDH-NG3630E Double Hung 3-5 1/4" x 5'-7 1/2" 3-6 1/4" x 5'-8" 4 Yes Painted B Marvin CUDH-NG3226E Double Hung 3-1 1/4"x 4'-111/2" 3-2 1/4" x 5'- 0" 4 Yes Painted C Marvin Ultimate Picture Fixed 2' S1/4" x 3-111/2" 2'-6 1/4" x 4' 0" 4 No Painted D Dynamic Custom Fixed (Top) 3'-9" x 7'-111/2" 3-10" x 8'-0" 2 Yes TBD Awning(Bottom) Fixed (Top) 3-7 3/8" x 7'-111/2" Yes TBD Awning (Bottom) (Awning) E Dynamic Custom 7'-3 5/8" x 8'-0" 1 Fixed (Top) 3-7 3/8" x 7'-11 1/2" Yes TBD Awning(Bottom) (Awning) F Dynamic Custom Fixed (Top) 3'-9" x 9'-111/2" 3-10" x 10'-0" 2 (Top) Yes TBD Awning (Bottom) 1(Awning) (Awning) Fixed (Top) 3-9 5/8" x 7'-111/2" Yes TBD Awning(Bottom) (Awning) G Dynamic Custom Fixed (Top) 3-9 5/8" x 7'-111/2" 11'-6" x 8'-0" 1 Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3-9 5/8" x 7'-111/2" Yes TBD Awning(Bottom) (Awning) H Dynamic Custom Fixed 6'-6" x 1'-111/2" 6'-7" x 2'-0" 2 No TBD Fixed 6' 91/2" x 8'-5 1/2" No TBD Provide Two Alternates for this window: J Dynamic Custom 13'-8" x 8'-6" 1 1. Dynamic lift and slides opening at corner 2. Four Window Units with Fixed (Top) and Awning Fixed 6' 91/2" x 8'-51/2" No TBD (Bottom) Fixed (Top) 3'-9 3/4" x 7'-111/2" Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3-9 3/4" x 7'-111/2" Yes TBD Awning(Bottom) (Awning) K Dynamic Custom 15'-4" x 8'-0" 1 Fixed (Top) Yes Awning(Bottom) 3-9 3/4" x 7'-111/2" (Awning) TBD SEAPUIT RIVER RD. RESIDENCE OSTERVILLE, MA 1 ISSUED FOR PERMIT -09.27.19 H U TKER ` ARCHITECTS Fixed (Top) Yes TBD Awning(Bottom) 3 9 3/4 x 7'-111/2 (Awning) Fixed (Top) 3' 81/4" x 7'-111/2" 1 Yes TBD Awning(Bottom) (Awning) L Dynamic Custom. 7'-51/2" x 8'-0" Fixed (Top) 3' 81/4" x 7'-ll 1/2" 1 Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3' 5" x 7'-ll 1/2" 1 Yes TBD Awning(Bottom) (Awning) M Dynamic Custom Fixed (Top) 3' 5" x 7'-ll 1/2" 10'-4" x 8'-0" l Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3' 5" x 7'-111/2" 1 Yes TBD Awning (Bottom) (Awning) Fixed (Top) 3'-41/2" x 7'-ll 1/2" 1 Yes TBD Awning(Bottom) (Awning) N Dynamic Custom 6-10" x 8'-0" Fixed (Top) 3-41/2" x 7'-111/2" 1 Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3'-2 5/16" x 7'-ll 1/2" Yes TBD Awning(Bottom) (Awning) 0 Dynamic Custom Fixed (Top) 3-2 5/16" x 7'-111/2" 9'-8" x 8'-0" 1 Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3-2 5/16" x 7'-ll 1/2" Yes TBD Awning(Bottom) (Awning) Fixed (Top) 3-9 3/4" x 9'-ll 1/2" 2 (Top) Yes TBD Awning(Bottom) 1 (Awning) (Awning) Fixed (Top) 3'-9 3/4" x 9'-ll 1/2" 2 (Top) Yes TBD P Dynamic Custom Awning(Bottom) 15'-4" x10'-0" 1(Awning) (Awning) Fixed (Top) 3'-9 3/4" x 9'-ll 1/2" 2 (Top) Yes TBD Awning(Bottom) 1(Awning) (Awning) Fixed (Top) 3-9 3/4" x 9'-ll 1/2" 2 (Top) Yes TBD Awning(Bottom) 1 (Awning) (Awning) Fixed (Top) 3-11/2" x 7'-111/2" Yes TBD Awning(Bottom) Q Dynamic Custom 6'-4" x 8'-0" l Fixed (Top) 3'-11/2" x 7'-111/2" Yes TBD Awning(Bottom) SEAPUIT RIVER RD. RESIDENCE OSTERVILLE, MA 2 ISSUED FOR PERMIT -09.27.19 s � ' f HUTKER ARCH I T E C T S 3-5 5/8" x 7-51/2"" 1 No TBD I R Dynamic Custom Fixed 3-5 5/8" x 7'-51/2"" 10'-6" x 7'-6" 1 No TBD 3-5 5/8" x 7'-5 1/2"" 1 No TBD Manufacturer to submit shop drawings and tabulations to Architect and Contractor for approval Exterior Material and Finish:Wood, Color TBD Interior Material and Finish:TBD Glass: Low E2 w/Argon Impact/ IZ3: No Divided Lites:7/8" square edge SDLS with Stainless spacer bars Interior Divided Lites: 2W1H Rectagular(Square Edge)divided lite Hardware Finish:TBD Screen Frame:TBD Wood Screens for Interior Screens(Awnings) Screen Mesh: Bronze I Extension Jambs:Windows to be installed in 2x6 walls with 6 9/16"extension jambs, unless noted otherwise. SEAPUIT RIVER RD. RESIDENCE OSTERVILLE, MA 3 ISSUED FOR PERMIT -09.27.19 70 ABBREVIATIONS: SYMBOLS LEGEND: GENERAL NOTES: ZONING INFORMATION: AT L.V.L LAMINATED VENEER LUMBER W WEST C. CENTERLINE LAM LAMINATE/LAMINATED WRC. WESTERN RED CEDAR 1. GRID LINES �� Z 1. CODES:ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE. PROJECT ADDRESS: PL PROPERTY LINE LAV LAVATORY W.C. WATER CLOSET 1 A}___ YAXIS eTHEDtnorv. 89 SEAPUIT RIVER ROAD 0 DAMETER LF. LINEAL FEET WD YW70D a 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. OSTERVILLE,MA POUND OR NUMBER LOC LOCATION W.F. WIDE FLANGE __ i i X AXIS NO THE ARCHITECT IMMEDIATELY IF ANY CONFLICT EXISTS. (E) EXISTING LP. LOW POINT W.H. WATER NEATER JURISDICTION: (N) NEW LT LIGHT W/O WITHOUT 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK NOTIFY WIN WINDOW THE ARCHITECT OF ANY DISCREPANCIES. OSTERVILLE,MA ABV ABOVE MAS MASONRY WP WATERPROOF pOOM ROOM NAME 4. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BULK-OUT ASSESSOR'S REF. ACC ACCESS MAX MAXIMUM WR WATER RESISTANT 2. ROOM REFERENCE ACOUS ACOUSTICAL M.B.- MACHINE BOLT VVf WEIGHT RO BLOCKING,BACKING,AND JACKS REQUIRED FOR INSTALLATION.OM NUMBER MAP 70.PARCEL 9-2 A.D. AREA DRAIN M.C. MEDICINE CABINET FLOOR FINISH FLOOR FINISH S. VERIFY LOCATION OF ALL EXISTING UTILITIES AND SLEEVING:CAP.MARK AND PROTECT ADJ. ADJUSTABLE MOF. MEDIUM DENSITY FIBERBOARD AS NECESSARY TO COMPLETE THE WORK PROVIDE AS-BUILT PLAN OF ALL UTILITY LEGAL DESCRIPTION: A.F.F. ABOVE FINISHED FLOOR MOO. MEDIUM DENSITY OVERLAY LOCATIONS. SEE SURVEY BY CAPE SURV A ' AIRALTERNATE MLAM MICROLAM INFILTRATION BARRIER MECM MECHANICAL 3. DOOR REFERENCE tat DOOR NUMBER ALT 6. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ALUM ALUMINUM MEMB MEMBRANE LAND-USE ZONE:7. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. RF-1 APPRO% APPROXIMATE MT L METAL 4. WINDOW75KVLIGHT REFERENCE O WINDOW TYPE ARCM ARCHITECTURAL MFR MANUFACTURER 8. PROVIDE FIREBLOCKING AT ALL LOCATIONS REQUIRED BY THE MIN MINIMUM MASSACHUSETTSSTATEBUILDINGCODE OVERLAY DISTRICT: BD BOARD MISC MISCELLANEOUS 4. BUILT-IN REFERENCE umBUILT-IN NUMBER t AP-AQUIFER PROTECTION DISTRICT BLDG BUILDING MTD MOUNTED 9. PROVIDE DRAFTSTOPPING AT ALL LOCATIONS REQUIRED BY THE BLKG BLOCKING MAT MATERIAL MASSACHUSETTS STATE BUILDING CODE FLOOD ZONE: BM BEAM MUL MULLION g 8.0. BOTTOM OF 10. MOUNT ALL DOOR HARDWARE HANDSETS AT 36'TO CENTERLINE UNLESS X.AE(EL12),5 VE(EL14) SOT BOTTOM N NORTH OTHERWISE NOTED.VERIFY W/ARCHITECT. N N/A NOT APPLICABLE 1 DRAVANG NUMBER a 5. EXTERIOR ELEVATION 11. USE CAST IRON WASTE LINES FOR ALL PLUMBING IN CEILINGS AND WALLS. CAB CABINET N.I.G. NOT IN CONTRACT A201 SHEET NUMBER C.B. CATCH BASIN NO NUMBER 12. ALL INSULATION MATERIALS SMALL HAVE FLAMESPREAD RATING NOT TO EXCEED 25 AND A GEM CEMENT NAT NATURAL SMOKE-DEVELOPED RATING NOT TO EXCEED 450.PER MASSACHUSETTS STATE BUILDING CODE.CER. CERAMIC LAND USE REQUIREMENTS. G.I.P. CAST-IN-PLACE CA OVERALL 13. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. G.J. CONTROL JOINT O.C. ON CENTER REQUIRED: CLG CEILING O.DIA OUTSIDE DIAMETER 1 DRAWING NUMBER 14. THE CONTRACTOR IS REQUIRED TO COORDINATE BETWEEN THE TRADES THE SEOUENCE CLKG CAULKING O.D. OVERFLOW DRAIN 6. BUILDING SECTION OF CONSTRUCTION AND THE REQUIRED REVIEW AND APPROVALS FOR THE HOUSE LOT SIZE: 87,120 SF(2 ACRES) CLO CLOSET OFF OFFICE A3D1 SHEET NUMBER TO BE CERTIFIED AS ENERGY STAR COMPLIANT. CLR CLEAR OH OVERHEAD FRONTAGE: 2V MIN. C.M.U. CONCRETE MASONRY UNIT OPNG - OPENING SET-BACKS: IT FROM YARD SETBACK C VICINITY MAPS. 15'SIDE/REAR SETBACK COL.OL. COUNTER Opp OPPOSITE COLUMN OP.HD. OPPOSITE HAND CONC. CONCRETE CONN. CONNECTION PE PERFORATED 7. DETAIL SECTION 1 A501 SHEET DRAWING NUMBER CONT. CONTINUOUS PE RP PERPENDICULAR HEIGHT RESTRICTION: 30'C-OR 212 STORIES C.T. NUMBER CORRIDOR PL PLATE (AVERAGE HEIGHT THE C.T. CERAMIC TILE PLAN PLASTIC LAMINATE 1 HIGHEST ROOF PLANE) CPT CARPET/CARPETED PLAS PLASTER PNL PAN (MEASURED FROM MEAN CTR CENTER PWD PLYWOOD OBL DOUBLE PR PAIR 1 DRAWING NUMBER EL FINISHED PGROUND LEVEL AT THE PERIMETER OF e. DETAIL CALLOUT '- THE STRUCTURE) DEMO DEMOLITION PRCST PRECAST 101 SHEET NUMBER DTL DETAIL PT POINT DID DIAMETER PTD PAINTED DIM DIMENSION PT N PARTITION J DN DOWN R RISER D.O. DOOR OPENING GROSS BUILDING AREA: DR DOOR RA RETURN AIR DW OISMWASMER RAD RADIUS S. ELEVATION REFERENCE T.O.SuBFLOOR DESCRIPTION (I) DWG DRAWING R.B. RUBBER BASE ELEV:tOPP(w.q SITE ELEVATION MAIN MOUSE: LOT COVERAGE: R.D. ROOF DRAIN (PROJ.LOCATION) ?L E EAST RET RETAINING FIRST FLOOR: 4006 SF UPLAND AREA $9242 SF U EA EACH REF REFERENCE SECOND FLOOR: 858 SF BUILDING FOOTPRINT: 6013 SF W EL ELEVATION RE REFRIGERATOR i DRAWING NUMBER SCREENED PORCH: 513 SF ELEC ELECTRICAL RELIVE REINFORCED � TOTAL: 5377SF %COVERAGE: 6.7% F- ENCE ENCLOSURE REM REMAINDER 10. INTERIOR ELEVATION REFERENCE 2 A40t a SHEET NUMBER EQ EO UAL READ REQUIRED 3 kk GARAGE: EQUIP EQUIPMENT REV REVISION/REVISIONS/REVISED EST ESTIMATE RGTR REGISTER +�F _ - FIRST FLOOR: 935 SF EXIST EXISTING R.H. RIGHT HAND SECOND FLOOR: 9%SF V EXP EXPANDED/EXPANSION RM ROOM (()\/"�/'�\)J\/Q MOST RECENT REVISIONSMOWN - TOTAL: 1891 SF Q' EXPO EXPOSED/EXPOSURE R.O. ROUGH OPENING 11. REVISION REFERENCE `W 01 CLOUDED.SYMBOL REMAINS FOR EXT EXTERIOR R.V.P. RADON VENT PIPE PREVIOUS REVISIONS.REFER TO GYM: Q F.D. FLOOR DRAIN R.W.L. RAIN WATER LEADER REVISION DATES INDICATED ALONG RIGHT MARGIN. FIRST FLOOR: 486 SF F.E. FIRE EXTINGUISHER S SOUTH F.F. FINISH FLOOR SAE. SELF-ADHERED FLASHING N GROSS: F/F FINISH TO FINISH S.AM. SELF-ADHERED MEMBRANE FIN FINISH S.C. SOLID LORE 12 NORTH ARROW INDICATES NORTH FIRST FLOOR: 5940 SF FDN FOUNDATION S.D. SMOKE DETECTOR SECOND FLOOR: 1B14 SF FLASH FLASHING - SCHED SCHEDULE -12 TOTAL: 7934 SF FL FLOOR/FLOORING SECT SECTION '� �•. q,A - O C FLUOR FLUORESCENT S.G. SAFETY GLASS F.O. FACE OF SH STRU MATERIALS LEGEND: ` r F.O.C. FACE OF CONCRETE S.I.P STRUCTURAL INSULATED PANEL F.O.I.C. FURNISHED BY OWNER INSTALLED SHR SHOWER BY CONTRACTOR SHT SHEET y�rwc Ni,. Y• F.O.M. FACE OF MASONRY SHT.MTL.SHEET METAL WOOD BLOCKING PLYWOOD `�•-2'� 1u -"'�� %•�'T, F.O.S. FACE OF STUDS co MHTG SHEATHING SHIM -''� ..;.._r D F.O.F. FACE OF FINISH SIM SIMILAR BUILDING CODE INFORMATION: DO FR FRAME SL SLAB fN) FRPF FIREPROOF S.O.G. SLAB ON GRADE ® FINISH WOOD ® FIELD STONE cm FRPF FIREPLACE CI) FTG FOOTING SPEC SPECIFICATION U L H D FT FOOT OR FEET S.P.F. SPRUCE,PINE,FIR �a -V MAMSACUSETTS STATE BUILDING CODE,BTH EDITION S.F. SQUARE FOOT(FEET) 39 FURR FURRING MQ.IN. SQUARE INCH(ES) ENERGY CODE: FUT FUTURE S.S. STAINLESS STEEL GATT INSULATION EARTH 20151ECC(ADOPTED BY MASSACHUSETTS JANUARY 1,2017) W F.W. FULL WIDTH STD STATION —III—III P GA GAUGE STD STANDARD Barnstable Bld a t. '- GALV GALVANIZED STL STEEL G.C. GENERAL CONTRACTOR STOR STORAGE RIGID INSULATION GRAVEL pjPPrOVed by GL GLASS STRUCT STRUCTURAL PROJECT DIRECTORY: SUMP SUSPENDED i GR GRADE INATED SYM SYMMETRICAL GR GRADE Permit#: PROGRESS: G.W.B. GYPSUM WALL BOARD T TREAD CONCRETE MASONRY UNIT CEDAR SHINGLES E�M r.B. TOPOFCU a GENERAL CONTRACTOR ARCHITECT CONSTRUCTION H.B. HOSE BIB T.C. TOWELBARB I / 3 NOT FOR M.G. HOLLOW LORE TEL TELEPHONE CH NEWTON HUTKER ARCHITECTS M.D.O. HIGH DENSITY OVERLAY TER TERRAZZO CONCRETE BRICKVENEER I /� MDR HEADER T8G TONGUE AND GROOVE ® /�1J D/ V 919 MAIN STREET 533 PALMER AVE HDWD HARDWOOD T.G. TEMPERED GLASS { ^ {' PHONEOSTERVILLE,MA 02655 FALMO508428.5528 PHONEUTH MAC 508.540.OD48 540 OWE HARDWARE THK THICK FAX: FAX: 608.540.4004 HEM HEMLOCK CONTACT: DAVID NEWTON CONTACT: MACKENZIE PRATT SEAPUIT RIVER H.M. HOLLOW METAL T.O. TOP OF T.O.M. TOP OF SLAB/TOP OF STEEL STEEL HORZ HORIZONTAL T. TOP OF WALL H.P. HIGH POINT T.OH. To PAPER HOLDER MR HOUR CIVIL ENGINEER LANDSCAPE DESIGNER RD. RESIDENCE HT HEIGHT T,� TYPICAL SMOKE D E T E C ORS RE I EW E D ALUMINUM SULLIVAN ENGINEERING AND CONSULTANTS TRANQUIL LAKE NURSERY 89 SEAPUIT RIVER ROAD ® 711 MAIN STREET/LE,MA 65 BO%fi59 45 RIVER STREET OSTERVILLE.MA HVAC. HEATING'VENTILATING U.N.O. UNLESS OTHERWISE NOTED 711 MAIN STREET/PO R RIVER STREET I AIR CONDITIONING D PHONE: 508.428.3344 PHONE: 508.25Z4002 H.W. HOT WATER VCT. VINYL COMPOSITION TILE FAX FAX, 508.2574740 I.D. INSIDE DIAMETER V E N VENEER IN INCH VEST VERTICAL WOOD FRAMING VEST VESTIBULE CONTACT: CONTACT: WARREN LEACH INSUL INSULATION (CONTINUOUS) LE I I G PT, ATE GENERAL NOTES ANT INTERIOR Z.C.C. ZINC COATED COPPER MECHANICAL ENGINEER STRUCTURAL ENGINEER AND PROJECT TE2 ENGINEERING,LLC. VEITAS AND VEITAS J.B. JUNCTION 80X FIREBRICK 372 UNIVERSITY AVENUE 639 GRANITE STREET,SUITE 101 J.F. JOINT FILLER WESTWOOD,MA 02090 BRAINTREEE DATE FAX: FAX: 781.849.2065 DATA F Jf JOINT 781.334.8323 PHONE: FIRE DE CONTACT: JOHN COLLINS CONTACT: ERIC TOSOLSKI BOTH SIGNATURES ARE k9QS;j &A?.6FAVIT Aoo 1 4 It - �-90 00 G , % , , , , , i -----.--------- --'' _ � r e� , ---- - S - - L ROOK I — c �_______________ _________ I L , t•- '-- — �� i.... I 1 1 I I' ( I F_I --1 =I-= — I) I �it I �,I'J—�_�_II =f—.� ✓ I am000a' � V � --� (i�I�I!��I��I � �I - __ _ — �� - _ �- 1 III :; ► (,' I -- , ( �— � —__—__ _------ I a wns,w 801R j �i,HiIIHIhIIIIHII!I ;. I ..I �I'��11118ll Ilh � �-�' i I F — / - r�pi��llll�lllli')ci NI�flll{I!(�17I`i��111� �i;� IIhh I��il� i;lJJ I lit 1 II _ _ -I-- -� I. ��III��II''I[I��IIIIF,j�lu I�p V v ---- �� :/- _ - - f- �. IIIIIN,ahtt'' IC!IIIII(�IIIIL 81 �II��IIIII I I II I IH!II !'ll!'p11 bl In�I,II1 �II1�II�I I I I r L 1IJLI1�=LIl — i M111111111111 UC INIh!��n� r11,1014 ( )��) , PROGRESS: NOT FOR CONSTRUCTION SEAPUIT RIVER , , i - RD. RESIDENCE /;4 - / :' / _ '_ _ ___ OSTEAPUIT RVLLE.IVER ROAD y,-�L&y,� � � _ -•� �.4, ---�--- osrEav�LLE.e+A C // ; // �� ;�'" ..•..�-'- ///,�� _ GROUND FLOOR REFERENCE , PLAN / � ^ '• '/ � / - - � �- - - � � GROUND FLOOR/SITE PLAN a'• A 101 ———— -- I as , n•s u•a , ar � I �,a a]of �., GNUGE NR, I _ a 4 4- f I � A - I __ r, r A - A 7. __ ... '. E m � f—"— B p ' I IN . I i �rom4"' BB:II-. —,/ —_—,^' —Gn -MRtOxnQ..]PIiIIllo E]GN DlcRN1Oo,NFEO uI fD N R N A—,FlNHNa EDM)I.wDaLNl•„1NO N°ED ei�wRED1—ND F�-w1wmO,,�•�FruOU•E��—N�R@,.TnD•.S—ISEs Ir- ;�- iz?z Je r' /'�`.'�'.�.�/'_ r:_.-��./-'_-_--':-=-�,'.•--,�,-._:/-=_'.'.�-.,_.'.-`'.i.`;-� --;...i`.�-.,'-- _��.�..,. „��`i�,.'�-`2".'y: __.�,.-•'P•��O-_O=_L,._•.�..`:..� .'.-_-,_.,_=��_"�a-am-®-.;.�_,S- tlIIItlIIa_IfIIb-;_IIIIItlIIIIIIP _''d:�`iIIlIIItIIllIII r—la iImIIIIIhIIILIb R.'lf I1ImIlI1IlI,'.._'.-.'rW1ItlIII�I1I II.��—.,.`,,��''_•IItItII'II1,III111I . IIII IIIL__—JUII—III,a,��—'_}'_��"1IIIIIIIIIIIuIuiIuIIu%LILIIIIIIIIIIIIIiI:—"•_—_ u,E,—sr:_o-'7-lr-o1IIIlIi1IIIII0tlIIuuIu ll�LwIII1IIItIi1I I_1-��__-0i1_IIII1IItIIL�•_n'�III11IIIIIIIIIIuuIuiIuIII1IIII�1IIIII IIIi --.•.`—'IIIII�LIIIII\._'—�J_III1IIIIIIIIIItlUI1i I—IIIIII__'N_ -__„z.h-__J'—1IIII IIII1_i—,—.I IlIII�I=IIIII.i_�.—u w-N•N,—IIIIIic1IIIII1R i,Ece_D°M—Ili''IIllIIllli=•-iII1—--IIIIIILIIIII i-J'IIIIII��lIIIII,w�u"a°up_D_�IIIIIII IIIIIL r�--a.--_J—iIIIlIl IIIlI--_--�+T1LE+II�III�II -._ -' 4- --------- au°l_uHu EEAMR . x, I1 vr u —.'. —' _®._—.-s I—�I}__-}-rB--m_ .I- - P- -u- a—tw 0—KB�n- i FR— �—IIIII II1I .._. — GPRROOU G�LLr�N RNDA E S FSL�U�U�w O: o NOTFOR CONSTRUCT IOOR N RBR _ SEAPUIT RIVER RD. RESIDENCE ATOER 89 RI RIVER ROAD "fil 17 OStENLLE, 42 PLAN WEST I ,i NOB Ax0] ' GROUND FLOOR PLAN WEST .--- -�_- Al 01 1 6GLE:IIP•f'•P O tYlmtYPu p,Wm _ •RL.mMtot GpWM loop PLWy.,,�.y�b Ay,,,Pb Z - 7, ♦ 1•�S��— �, ,/ '� .. BS` �6.1• 2.1'Z• .11' Z.1 I/, IJ'.I l' {l --- 1------- ° --- ---- - ---f ------- E ' ti i �f� �� Ami aim — --�i�{ i i MwRopN I � I II II II II IL--u--1�-- - •,A-� .I'..I —11 --_�_— Roots -- ---- ----- --- -�;: I uFEI�D I� IIF Ilr C I ssa}- � I �,_ `�w1-,�� ICBa,E wmr�T---, ------ I II II II �� ry t nwnr�mncE I •a^ � B �-I- rJ I I II II II II Iza - J,=n I I II II + GAS waoD I ^CI�f-=—•--I-1r ii ii i u ii ii � F I ��II- II I ' I h, - ��Il - - I u II II a II RISERsoe s D I I _ �--I� I u u I II n II on• i� ® I � A i- ��®� IIIII'1 'llll IIII.IIfI 1IIt1111fIlII,II ftlllll'PIIIIIIIillill.lill Illlttll I F 9 II' I al•��!NIINiI�r�lfl{(Ilf�i!�!�'�IIIIINI�h�IlNlli�illl�1111�111illl�h��!INfI� I I inE I r-- IIIIIh_ °co ITILE ' wt uuMor+r I I nt mE I , 0 II - I I— SCftEEIffDPgiDR�I_ ��I I. i I F ®�J— — OR� I —N45TFR BATH —i IN F I � II I�Is III III , 11 III II II I lu I, �II II. II. �I- ��l_--J JI f'I 1 :m , ___ -___ it J ,MB D i II II I I II- II Ili � II � II II II. I II�; _� -I_ � -- I I I I - _ -.�. - .-� _V� _� .. - - ,`�•/.. -aw/- - �-�� _�- - �_._ - - f - ;I � Imo(:•'' �� I I "I r 11 x 9-_ I� I a PROGRESS: B NOT FOR �,;:II I ii' i II II I, i e;'n I w'' I I I II•'/ h�Isl _____________ II � CONSTRUCTION I. I � I II I �, tB �' niw•'�Ill��llllri f I =1�.:==-_____-__ �• N.!�. �► I I INN hI III a it a�r� ► I I �i INi1!;�I Ii i a ;,I 1iI — - — —_— — —, — — _ — — — _ _ _ _ G SEAPUITRIVER 1 amB �• Aibi LI II�NII��III>�( . I � II I.IIi��I�I) . �II ( �III�I��',�I�.-i I I;r ( � I IBi•�� 111 o�LII � ' 11=_= �"_` j RD. RESIDENCE 111 I ; I - 89 SEAPUIT RIVER ROAD II I� ��I I�t!'' I ,�I I►III�II �I ,, yl ! '4�ro!. rl� OSTERVILLE,MA 1�11111_,IINIIINIICNI .I�I�iNII�IINII II FI _IIIIINIIN.� Ni � .I � . ..r11IIIuIIIIIIINIII alllli� ,. I � ►.i II I�l{I . III 11 . ,••'�,r —� \ GROUND FLOOR ,a AA3 �— �O BUFFER FADNx \ 11 I - PLAN EAST • A101 .2 GROUND FLOOR PLAN EAST . 1 WC E:III-1a O K gAWi 0.tOB a R N J a; pia f1- 0 X{I ILI ams runs -.•� `>I J i 1 I I A� — -------- ------------ - cr cr ;i ICI IIJ;!II'��Cil►I�� I Q F F f i T r t I t t I 1I1 I • C B P D 4]01E 3 A100 NBB PROGRESS: NOT FOR CONSTRUCTION SEAPUIT RIVER RD. RESIDENCE LOT 267 ON INDIAN TRAIL OSTERWLLE.MA SECOND FLOOR REFERENCE PLAN i�l SECOND FLOOR PLAN " Al 02 L 1 SCALE:118'•1'-0'- O �/ id+rmtc�u .w.r<mvoo P••N�o'urm•�1u•mvwwtmsEtormrtaon Pn uivepmuA AT09 J N .za s'� ss er s�• set• sr rr s nm: Aiot S I I I I ( I TIC \ z a cuEST sLEFPINc ITwu •o I y i ME �� ®- � I�' i �b � � I L• I I aosET aosEr I I ( -1' 4 � I i J amvoro vm,woo z �wwAi � ry i �— •ram. I cuEs�oa i � �� WD Pro I PADD I vd ME s � j I 4 I Li IL 7-111 u cr I DUEST�BEDl I � cuEaaEo, -- 'i i II I i I O I 'ilil 11 il'II NI_ LI II .II I i I PROGRESS: NOT FOR I it I I I I CONSTRUCTION I I � � A nT s�• ra sa sv s.,r I f l l I ( I I SEAPUIT RIVER RD. RESIDENCE I I ( LOT 287 ON SEAPUIT RIVER ROAD I I I OSTERVILLE.MA I I Am, SECOND FLOOR 1 I I i I I I PLAN WEST SECOND FLOOR PLAN:GARAGE&GUEST SUITES O AmJ Al 02. 1 L ' SCALE:t/C••1'd J A306 APT - tmrmtc.0 .w.Csvnb9PMPb+e�..m4+.eNtmsscoxPH sY.memo.wCmOb A1pS Aiat - AIOp t I I � —®- -—-—-—-—-—L J— — ---------- ..I: /apEH to\ I etZaw \ MEONMfN / \ ____________ B _____ I / \ 4 E I I I to I iBIEp Itt3 �II � �I II I U ----_____________ — TOM Q - ITEM -li I I u I I i Ij� It j f II I 1 1 I I I A>a TILE— PROGRESS: ~t I I I 1 I ea I Ba S.tl• i I I _ I . _ _. - - I ( I NOT FOR I CONSTRUCTION —° — — — — — — — — — — — — — — — — — — /"'A—°'\r SEAPUIT RIVER o D E a a A RD. RESIDENCE Awa aiw At02 roof Aioo - - LOT 287 ON SEAPUIT RIVER ROAD OSTERVILLE MA _ SECOND FLOOR • . « � PLAN EAST A20J S ' - SECOND FLOOR PLAN:GARAGE&GUEST SUITES " A 102.2 . •. .. � scALE;va••r-0• O - _ Imim+s.«r�.w.re _ vwemre...ay..m.,maEewmnaan w+<•o.'•...w�pnaaermw _ ��Y' T H 7•Yx, ;5]J�0 0��S��i Y�7y'jFr�rr, 4' �V NOTES: N� « . � {� fir•-. 1.) The structures shown were located on the ground � FLOOD ZONE: ASSESSORS REF: �` . 31 a • . by conventional survey methods on (or between) X AE(EL12) & VE(EL14) Map 70, Parcel 9-11 _ ti 09/MAY/13 and 10/FEB/20 Based on Ma 25001 CO756J& 2.) The property line information shown hereon was ` 25001CO757J compiled from available record Information. + f�i July 16, 2014 ZONE: 3.) This plan is not for recording and is not to be 3� Ri�CHARD R. '• RF-1 used for construction layout or deed description HEUREUX Area (min.) 87,120SF (RPOD) 11-- purposes. 4 No. 34312 �o , OVERLAY DISTRICT: Frontage min) 20 o �p Width min) 125 elk o _ Set s: B e arc 3 AP Aquifer Protection District g Front 30' Side 15' � x ' ® Rear 15, LOCATION MAP: col Scale: 1" = 2000't Lot 288 N F , Home Port Investments LLC V S ,�• -41 I 1 /. I _, e . 33.1' Lot 287 New Concrete 89,242fSF_.:upland-2.05.±Ac I 9,030fSF wetland 0.21Ac �QV GD �h Foundation 98,2.72�sf Total 2.26tAC �' ' E12t6` #V tl I W t" b (ter/ J action — � I / or Con -� Und B I o �.. o 0 . . ,< ltne' , I I P J:2 T&,eI=13.7' TaF e1=15.8' f I L I I� Ed 4 ; o r Wetland A�60 \ ,>, c 121.7' �,°� I , - i coo �0 P" } O`GDa GO Work Limit 0 Edge of Wetland V . . _ d . Jo\oo ds flagged by ENSR / { I m _ FEMA Zone Lines V. .• / II �,� as Shown on FIRM Ct�p Panel # 25001CO756J Pi e AE & 25001 CO575J (EL l2) Rev July 16, 2014D1'' �liE'(EL 14 der� i •• � I �� I �_ 'C CL I certify that the new / ' - N •00'00" E \; ___ "� n) foundation shown hereon 511Il° N)l 445.75 �,�'•. conforms to the setback r Decendant's.Seperote. Trust' ' . o \��' �� E requirements of the. Zoning 'Thoryms 'Lloyd Tr. Bylaws of the town of Barnstable. Sheet # Title: Prepared Of New Garage FoundationCapesu repave for: Notes Revisions: a Scale: 1„=40' Kevan & Linda T Gibson Datei- 1 of 1 At 89 Seapuit River Rd 23 West Boy Rd,M 5u' 6 5 Ostervllle MA 02655 11IFEB120 EARNSTABLE (Oyster Harbors) MASS (508)420-3994 (50B)420-3995 fax I" 6405-16gl 9 aapesurv�apecod.ner I I► � r y y NOTES: • j � �� 5 � '�� .; ��i,�•`•. 1.) The structures shown were located on the ground FLOOD ZONE: ASSESSORS REF: by conventional survey methods on (or between) X, AE(EL12), & VE(EL14) Map 70, Parcel 9-11 °; „ : ♦ �I a 25001CO756J & 09/MAY/13 and 01/JAN/20 Based on Map u Y U5�� t, 2.) The property line Information shown hereon was '. 25001C0757J compiled from available record information. t Jul 16, 2014 ZONE: y �� + RF-1 �� o � �. e, ♦ Y 3. This Ian is not for recordingand Is not to be used for construction la ut or eed descri tion Area (min. 87,120SF (RPOD) �* 58 prr ,t 4 p Fronta a (min) 20 a _k a er 'r+ �n purposes. OVERLAY DISTRICT. IMdth min) 125' o AP — Aquifer Protection District Setboc S: "=.geac;b" •.,. tt �I a c<j Front 30'6 •---''Fta o'rs _. � f E Side 15' O� Rear 15' I LOCATION MAP: 1 I Scale: 1" = 2000't 0 Lot N 288 IF , oK ! /s?R� I Home Port Investments LLC i"'; •.. J� s? 480.33' N90 I — { '00 00 E , .,• E13 I New Concrete ,. I foundation J31' I Lot 287 `p0 89,242±SF upland 2.05±Ac I io 9,030±SF wetland 0.21Ac 1341' I 98,272±SF Total 2.26-+AC l (sf=21.2) I er 2 S ., 0 9 I ( o { o '� 1 I V I Q� o N_ I o Tt7F e1=15,8' FEMA Zone Lines I I P EI8 ® I •< as Shown on FIRM EII I o 1 I 0 Panel # 25001C0756J i PI O & 25001C0575J TOF ele 13.7" cn _ I 0nRev July 16 2014 Iao Wetland Ar'®a I C 121.r �tN OF 84 Work Limit E,e• c� Edge of Wetland �. o S �a 92.5' p oa as .Flagged by ENSR / I �' RICHARC R . + �30 ors ti F - ti c��a ti / i' I - 1 :I C'HEUREUX �,os I r a I �r alto ,�►� OJb 01wal `AE(EL 12I I cre.. i 0 r � I �, a �I certify that the newtea\ N '00'00" E �`p f ___ "— I foundation shown hereon �� o conforms to the setback Decendont's.Seperate. Trust' x requirements.of the Zoning 'Thoirrbs Lloyd Tr. m-, see• e. Bylaws of the town of ' Barnstable. — — Sheet # Title: Existing Conditions Plan C a repare or: Notes Revisions: Scale: 1„-40P �• �Su Kevan & Linda T Gibson ,Of Lot 287 On Indian Trail 23 West Bay Rd, Suitel e D 2s -BAN 120 � 0stervllle MA 02655 MASS wg: BARNSTABLE (Oyster Harbors) (508)420-3994 (508)420-3995 fox C4oJ�_169� capesurv*capecod.net `E a IN 1ZJZ,& NOTES: PP. ° 1. FLOOD ZONE: ASSESSORS REF.:The structures shown were located on the round �;� � �• by conventional survey methods on (or between) X, AE(EL12), & VE(EL14) Map 70, Parcel 9-11 09/MAY/13 and 30/MAR/20 t Based on Map # N of Y� $j 25001 CO756J & 2.) The property line information shown hereon was of ��m -25001CO757J 2 �¢xya zoo tl f compiled from available record information. '• July 16, 2014 ZONE: � y� $ RI CHARD R. r, RF-1 � ;•�Yti 3.) •This plan Is not for recording and is not to be o L'HEUREUX . , MIN used for construction layout or deed description p NO. 34312 Q Area (min.) 87,120SF (RPOD) '„8 p1i,r o O Frontage (min) 20 purposes. Q�sTEa``o � OVERLAY DISTRICT. Width (min) 125' :k o ' JQ' AP — Aquifer Protection District Setbacks: rs 4 :Beau'; ! Front 30' F c°1i c ide r ear 15 R • � � 6' i.: o x o a �� LOCATION MAP: 01 k N — �o�o°O/� Scale: 1" = 2000't Lot 288 Q o ��e� Q N/F c'� N 4z Home Port Investments LLC V 09 y 480.33' •�� 6 '`�?s.9 FEMA Zone Lines N 90 00 00 E7 - „ F as Shown on FIRM i '•� /• Panel # 25001 CO756J 33.1' I I h & 25001 CO575J Lot 287 `gyp Rev July 16, 2014 89,242ISF upland 2.05-+Ac ' I to •�- 79•t' 9,030±SF wetland 0.21 Ac J` Q 'b 98,272-+SF_,Total 2.26tAC 1• S,` .y �0 9 (sf 21.2) . �� ^��1 .i� j I I tv T- a- t. �.�01 #89 action ` 1 .` I e p) a Wage /Under COn� Under Und nstructlon I I I P .New Concrete TOF =13.T ' r\ 1 Oo ILd Foundation TOF e1=15.9' I oe 1 Wetland Area r• / ib I s 121.T lexoo�e / I ........... ... I Work Limit Edge of Wetland ............. ....... ............... ........ ?� Flogged by E NSR as FI d — - S - - - - 21.7' / ; I C �. 2) i N �Q SM2a AE(EL 1 1 eye,. I I 04 � � � I _ 44CL14 - I certify that the new / - - \ >' 1 �► a foundation shown hereon p NIF. N '00 00 E 445.75' �'� '•, I E conforms to the setback Decen•dant s. Seperote. Trust' ' . \ �� x° requirements of the Zoning 'Thomas :Qoyd Tr. s�_ F7Q ' \v \� Bylaws of the town of Barnstable. i Sheet # Title: plan Of.New Gym FoundationCapeSu � Prepared-For: Notes Revisions: Scale: 1"-40' _ � . Kevan & Linda T Gibson West Bay R I Date: 104 At 89 Seapult RIVer Rd 23 WOstervllle MAS02655 31/MAR120 BARNSTABLE (Oyster Harbors) MASS (508)420-399 (508)i42 9ecod.fax wg: 9 C405_16 1 t, NOTES. ai_ a - ' ASSESSORS REF.: � '� ..' FLOOD ZONE: o �� , u y��# � 1.) The structures shown were located on the ground .� � Iti a a by conventional survey methods on (or between) > Ai5s.� X AE(EL12) & VE(EL14) Map 70, Parcel 9-19 � 17p.r 09/MAY/13 and 30/MAR/20 �� Based on Ma � XR vz� KA 25001 CO.756J & 2.) The property line Information shown hereon was a° FtD R r 25001C0757J ��` �` �`I �X compiled from available record' information. atCEVREUX July 16, '•2014 ZONE. l � 4312 ,o RF-1 3.) This plan is not for recording and is not to be •o NO 3 Area (min. 87,120SF (RPOD) used.for construction layout or deed description p �P Q- �.. atSt 9J Frontsgge (min) 20 er purposes. OVERLAY DISTRICT: Width (min) 125' e k o 4 9 ALL AP - Aquifer Protection District Setbackks: g: B,e�cla t Fron t 30' _i,<A,a'o o;Cs 6 l Side 15 � • • F� ,(j u cm Rear 15' . �rs r'�• A 2 c p N I Scale: 1" = 26d6'# L®t 288 Q N/F N � Home Port investments LLC I'` 48.0.33' i 4,1 �� 6• `�?3.4 FEMA Zone Lines N 90,00 00 E F as Shown on FIRM al �� Panel # 25001CO756J 331' Lot G87 �.• I I 'i yS� & 25001 C0575J - Rev July 16, 2014 _. 89,242tSF upland 2.05tAc I I co E n � 79'1' . d 9,030tSF wetland. 0.21Ac 98,272-+SF Total 2.26±A '• E126 (sf-21.2) GarOge /Under Conte I ` i finder coon Un d ... 1 Constru , F CIO New New Con r _ �. I ;I = c ete TOF =13.T ' •� oe Foundation TOF �Q1�a' -� 1 Wetland A�60* I r ' I I s / 121.7' - SOS, .................. � . . • • ' ' •`e�o� I !/a ^��m ........... ... Work Limit Edge of Wetland I ?S as Flagged by ENSR use AEML12)000, / aVE�Et14) �� _ _ /. -. - '.• \ cites I certify-that the new -� N/F N 0000 E �27 / I / foundation shown hereon �,� •. �. 445.75 conforms to the setback Decen•dant s. Seperate. .Trust' ' • \ O .requirements of the Zoning Thomas Loyd Tr, s. Bylaws of the town of Barnstable. - \ i Sheet # Title: , ' repave or: Notes Revisions: Scale: 1 -40� Man Of New Gym Foundation (� e U t`�/ -- Kevan & Lenda T Gibson Date: 104 At 89 Sea uit River Rd 23 West Ba Rd, Suite'G p MASS �+�A�7�7+ osterv�ie MA 02s55 31/M�1 R/20 BARNSTARLE (Oyster Harbors) IVI (508)420-3994 (508)420-3995 fax Wg� aopesurvfcopecod.net C4.05_1691 ______.____ . ____________.______________ ---------------------�------------ --,----.--.---.-�-�--�--�---�-------------.-------- ____._________-__-----,---- i ----------.-----,-,--,---,-,-,----"----,�------,----- ---,------� -----.---"�----------"----.,--�-�-.,---,--,--�----.- -�- ------------,--,--�-----�--------"-��-----------_,_,____________.___ ____ ____ ______,___________________ ------_- ,.- ___________ � � � I � i i � i I : I � I I : I I I I � ! I �� i � � I � � � � I I I � � I I � � I � : I I ; . � I � I I I � I I � I i I � I iI I I . I � I ! I � � I ,,11111 ___,___ I I I- -1�� -___-,______,_,___',,-_,__ _- I : I I �___ � � I ! I i I � I I I � I � I � � I . I � , - . � I I I � PERC TEST: 19,042 1 DIRECTIONS: I ZONE: I �t-,-_r�r,�_�;�� ,::��i*--.---j.�....�r ,�� I i I I - � � W . , " f,il `-4 .11 _�r� I I- I 11 1, _11111-1-11- 11111-1 I kz�.*. , I iX � . t, ,��F 'L'' I I I ,�' -, ,;,t, i I PERFORUM BY-JOHN UDE&PE- SULLIVAN ENGINTEERM I .C4 MA�le IU � I � ��),= .� I I � I I . I � I -. tr IL .If' I 4" I i I � . I . From Hyannis take Route 28 toword 0sterville. RF-I I �, "p, i-I S I � I I I I I . I � � &CONSULTING,INC, � � ,'r '- " -\ �I IN % I , � � I I . I I I � Take a left onto Osterville West Bomstoble Rood ."� I ' I I � I I I I I I --1, ' A -��, 0%. 1, , '. � SOIL EVALT]FATOR NO.2911 � Area (min.) 87,120SF (RROD) �" 1:1% 4 '� : I I I � � � and follow to the end. Take a left onto Main !.... 'c'- : �1). "i , .,A � *)", I i WITNESSED BY.DAVU)STANTON,R.S.-TOWN oF BARNSTABLE Frontoqe (min) 20' 1 � I � � - 1_'k �__.4F,.L� _-A� ,*_- i &N I I I I I I I : I Street, Take a right onto Parker Road. Toke o � � , �,"i . � . I � i . I I I . �, I ,� I I JUNE 4,2019 Width (min) 12 �f- r �.4! '� � � I I I I ��- ; .rRJ1 I � � I I I I . I right onto West Bay Road ond continue as it Setbacks: rv"LF, �6,'6 01,0, � I I I I I . I i I I F,: - . . � � I ,,� I I -11,� ,a i -. 7 8'� , �, i 11 . I I I � I I . I - , , 1 , \ " � : I I . I '111�. I � " , � IL i I I . I I SITE PASSED . � bears to the left and becomes Bridge Street. 1, 0 S �,I W -�,,\ <�,S,%" � i i I I � I'll I ; .,-j. W., . -- i ,-,,"1, , ; ; � - I I I I � I Follow over the drawer bridge to Oyster Harbors I !4) Ir .1� . ;;� .11 *. . t I� ! � I � J, I I � I I I Side 15' A;q 41 , �� - ,.,. , � . .,� I I � - ,? . I � 11 et " , - V � . IV . � � � . I � I � � I - i I I" I � . Gatehouse. Co left on Oyster Way and follow to I Rear 15' i,J / .� "IL- 1 1.41 � . i I 4 1 � I / &, ,I _� -1 �; -, ,4J ; i 2 1 09AW, . I TEST HOLE-3 i OLE-4 �A. 1 "au,,, �i, ."', _,�__k � � I� .11 � TEST HOLE- I EL. 17.4 1 TEST HOLE-2 EL.1 7 2, ___I EL.16.5 TEST H IEL.16.3 � � Se(jpuit River Rood, Site is on the left post O'k-,_�*I-t�4- i .- I i I I .," I _...., ��0,0_, , � i ; .., � I I FPO , I-11 - I . � '.0 0,4 , I - I � : i � -� I I / 01A LA YER I 0 i'R 412 1 O/A LAYER 10YR.1/2 WA LAYER It)M 3,12 01A LAYER 16YR 3i2 i Indian Trail. I �1,1�, , I `-.00 - 'I", Q-.-.k,--_ N, I : . I I 1 ""� U --A � 1.� -� I � I DARK CALNYISH BROWN c W4 0 .. : . , , 4-0 W " i I'll I I I / I , DARK GF_,kYISH BROWN I ])ARK GRAYISH BROWN I � - - ' ' I. ,,#'- I ., ,Trti i � � 11 I DARK GRAYISH BROWN 2 I , OVER"YDISTRICT. 44. - k, I- C � 11 11 i I'll � I ,� .1 I a. SANDYLOAM It 5.7 � ___'_____,____________..._ , _ !_." 1-f �� ., _. ,I 4, -11 I I I � / 115-5 1 q I 1 12" SANDYLOAM -1 ..-,I I 11 � � I� I I / S_kNDY LOAM �4, J01 SANDY LO.W I t,.4 J-_111 �Wt,ivtk I, � "...�. .;-� , F � r1a .:.�j -, I I I I R6/6 � - � . I � � B LAYER IDYR V6 i . 8 LALYFR IOYR 5(6 1 4 � ,..�.,;,,_-_ � � I � I . .. . , � .1 I I � I , -, _ i Bw LAYER IOYR 6,16 AP - Aquifer Protection District . _g - ,a,., � I - ,� I I I U!- ___'_t,.,A . _ . � "I � I I I I � to YELLOMSH BROWN � . .- .. � � , .;,�,_ .:-__-.�/_�- I : I ,I I ---- I I I / I YELLOWISH BROWN YELLOWISH BRO%AN � I i __1 11 � -=. " � 11 I I I � - _:t, - � � I I ____- �91. � LOAMYSAND I................... 1 �Jp*-#d , I I 11", � ! , 1�1 --- I : I 66*c -�:-, I � I I I 11 I -_ I - * - . I -ILL2 � I I . -i; I / I I I � C LAYER 10YR 7,12 C LAYER 10YR M I ! --�Vq'iii" * "', - - , I I I I / � YELLOWISHEROWN , I , � ' I., i I I I � I i I I I I --7 __ h � 'w'- I LOAMY SAND I -_." � � I �.,�11 � I I O/ I I �/ I LOAMY SAND !5-1 , J4A:3 &�" LOAMYSAND 114.1 ,�t_ , � - R 616 C LA17ER IOYR 712 � I r � * � � I , I / � I C LAYER 2.51 1 - AL' � � I i I �11 I I . � 1, I LIGHT RED � FLOOD ZONE: . 1, I I : I ! I -, � , ee . �1, . LIGHT RED LIGIIT RED I LIGITr RED I I . 11-1.11. - 1 I lj*t; I A :0 � I A.", I I I � I / t . I � i I I " ��q 7J I " I � I I MED SAND 5 I NED SAND . I I i i I 4 I I 0, I It, / I Vn� I NIED SAND , I I MED SAND I I Z(�� - I X. A E(EL 12), & VE(EL 1 4) 1 � I I � i I /' / 11 _1_ I J, ,"-9�j,ml�ctim war-R"-:,,,:v,b1TPffMg!y- ,- -,X7_--_50�C_TEST�-,-,1'7'1��f -_ , i I � I � / .P /* I I i NO 0 ROtrNDWATER ENCOUNTERED j,.' PER.0 TEST 14.2, 1 . � PEIM , I I I , I i I , � � 1 6.1 - I i I I / e 1 25 GALLONS GONE IN I I MIN.10 SEC 1 25 GALLONS GONE IN I 0 MN. I I I Oil A � i 4�311�, 1 V . . I I I I e / IZ.,: IL %_J#JU1ON MAP: i i __,�_-, I I zd PERO RATE<2 hf[NtTK tLTAR=0,7017 il I PERC RATE<2 IN UNIIN(LTAR=0.74) 6.3 1 25007CO756J & I 1, � I -_-_ I I , 1""W "M __W_�-�'M? � ; � � "I 01 I ,_ k6 lfflik&�JTM 6_, 'A I I � I 1', 11'4k IND A 1,FNI 01 N_ M�� 25001CO757J I Scale: I" = 2000'± 1 i I I I / / ; . � 1 NO � � I � ! � 11 , I � I I I El, 1.6.3 . July 16, 2014 1 1 1 � , _ ; I F � I 11 I / I � I .,-,-_,,,,,,,,,,-�'.1,1�-V-�,-�---,- __ GRt�)UNDWATER PER PERC 119502 1 � I �I � � i / . . � ! I I *� �, I � . .. I I - i � 1i LL , e . . I ; :., I : ' ' 2 . .... � - ESSORS REF.: i . I " . ' ' I .. /` -.-..�'11 A i / I le ' . : I ". I ... I .�l-...--��-�"-.---,--�,-�""--�,--, I 1. I . . '. _ i I I I I � 11 I I � / / . : � � I I � : , " � I I .... � ) � / / I I ..? r . ��FO,...Pa.,46-el 9-6 � i I �� / * . . 2 - 1, A N _.. I ; 1. , - � I . IF' .- J I : _ . . I I il I I . I 1. ..'.. 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C�tl & P . �, � . r� i , , ""'.. ......*.*1X,.-.1:�a-,W , i I , - : .1 � I I .e I . -:: - .k*. -'-- . - - __._A__.__-!..__,_"-_,__, 1. k - I , * , -f fz,4 �.*___.__.__-__-__-_;1' _---.U,_,. .1 , __.Z__._- ..�,_;_- .--.--,,:-- 4� ., ----I--.--.- ---- :_.�_.__-__-_;;._, .L- I -�."� � � i . . I I I , , I �!� ----..L -- . __ - -.-- - _. . t , . r.47"�'- -,k � I i ... - ; . ...�"... --- 1. � %_ . I . I -1 N4__ . .:�_.__% ,, z - �. '. .:7_._..0--------�.,:�,___. __ I I f � .. - I �, I I" 1 - � __ 1. I 0 : I : � I , P / I Tft t � - _! wet .I . ...._. .1, I '. t. I � , I .; 14 1 � -_).-.-'---'- - - -4;� 'mil) I 11;_ .I . i �L ! ..._ I . 1-1 I � : : : ".�, - .�, "L_�� _/ --, I - - , Sidayurd(15 ; �tl I I I , LEACHING AREA MF_NT : . � : 1. � i " I I _* - I I- I I G-ftoN .1 1 -401�, , _'.=- I I � f . I � 1'� I / '� 111'�,., ___ ___ - . n', I - 201 a i, I I......�_. t -, %, 1. I I -n . I I POOL :, .1 [ . , , "%t,/ / . ,4 W. � V I I I _�,,- �� *� : I i i I - izy( i , i,041 SF Required C)LS-kNFE .* , I _� I - OV 20f9 � I _� I _Z__�I % E .. I � ii�' i67 E00 I , - IL I � E()o A�. I�- .� : '. . i � � " - . I I I 11 - :: I ,11�, / __ I '11�1 f I -� 1. __5__ � I I 0 � I I : I � � Sidewall-2(12.83'+51Y�2'-281 SF I ozoNE �70VF-Q N � /' �,j: " " : - � I I.-, / , � . .- - ,_ � � � - - '�__11 �, __ � I I --- %% %. I k ) I X .� I i I � Bottom Ana-(12.83'x 251)-756 SF I I AIPP I I , I I 11, I" I I 11�_ /// I I , , N 90*00'00" E - - M. I i II � Total Provided-1,04-4 SF J71 GPD I OR � to � I- . I � ., � .1 I'� . - . �, 11 I I . � I I I I � � I I �, - Ir.. L4e I : I i - ., i I � � I I �' -1-1, I 1 445.75' L - . \ -I - I I � i I "I I � I L ;.; .. " / \ L I 1 - `i�j I I I � I I !.�- .1 Solt Marsh . - - I L L' L t �, i I L L / . � .1 / ,**' , / /,� L _� .1 ... '1� �, I *.. \�7--,l t... � ".L � .: ., . i L L Coastal Dune '. -1 : I - I AL L I 1. I ; I I . , i I � �_ . �. � � . . : ! , . / 1, SM4 - 2,019 ' , L . . . '-�T _.%'-.k I _%� I I , / . .'y : `/ L ____ � �, N1,17 L -logged by ENSR I N__1 I / , ,� - ./.., / - -_ .�L ,--*F., -a*---- as F ,._. , , i LEACHING CHAMBER DESIGN � - '-- , ) . I AJI Pipes to be Schedule 40. Use I I I I .,,..,.,, , ! I I I ,.i , , __ - "l-N,11. �, I L L .. . % I : i . .. / I I- , I � ! i ; _11� I I I L" 01 �_ 1% , % ."�' '*-.\ .1 'N16111 1 - I 11/ , 1 I I ! ; .: .Z Ed4o- ,�,' sc;tmorsh I 9dge of Pig Estate of Rochel L Mellon I � &5W GaL Le"ng Chambers irt a I L ! I :! I 1 oged b�_-F,�-,t:� Holl ne " L I �, %, - 'k`., �' L, i I I : . 7 - "', N.. - 1. i I I L I ; z Q . I L I - L I L I � ---., \ �f `16,<' 1 1 1 f �� I ; I I . ,j, � 'J__ L 'f�6 '.. I L I L : $ _ � .kin*.. I ':47't1 __ _ L as Flogged by"1Frq*Z91l - .,\11 \ .. i 1 12,83'x 591 Double Washed - "%� _ _ 24- : _ , _ 17,;- -�_� '�� L � �,-, V . .. L : i I k ,- ,king,g4, 2� 1 L - . i : I : :: I ,-,__ I L � - I : I : I 1--, � .. I I I , _ , 1� i i I I Stone Field as Shown, ! � I L I : i I I L . I . ! i I . L I I See Wetiond Restriction IL I L L � I . i I I I L L L L : I L I I I L Doc. 2,66,071 1 L � L � . IF.F 1�1 1- I I I I I L I I I I I I I L i i I - I ji"See Note 6 (tW.) I Wetland No. 374 L I 11 I . I I � I L - - L L L I I I , I � I L I L i , F.G. EL. ;5.00* - *Fihal Foundotion GraqLni. To Ge I , ''. V L " V ! 1 , I I L - - ___,"', ------��-,----�-,��,�-",f,.,,,- r , ,,,,,, __1_1_1_________,_ "T k--L-- %;Cp I-Finish Grade � I I i � L I I ---,.�-----,---,�1--l�-111---,-�,-� _ L L _ L ! L 10 L I - _ ., i----_ -_�.- I I �iji� .6,; �i� '�_,�h,�!sC(_?P6__FJ1un L I -L""",",-_-,L,-,"""",-,", , , . --- : 0 . I . . .. : I L I L if i -.1" .- . _ - � I - - I � I L I '-' -, 11 11- L L L L "__ - I - ,-, ,. �i -.-. .-Z.._T_�, 1 . I I I L L i S L . ____ I � I :�: Max. 1 . I L I 11 : � � i 4 I SEPTIC NOTE I i _�Orl - _� _ ___ I I I I I I 1-- , I I I L I � L I 11 i L 11 L ,--- -'- I I ' 'I Flow Equflizers 11 I L I I � I I L L 9 min I Compacted Fill I - L 11 11 i __ I I I L Filter I i 1 14 1 � - I , ri I � I II L "I' I I � � I L I I L", I � 1� : I 1.Location of Utilities Shown on Ms Plan Are Approx-At Least 72 Hours I I I- _- .,I- As Rioquired L I � I : : � ' -_ - - I . I i :EL. I - ' -, ::L I ) I I I Fabric � . , I : I 4-.2,- � -Z, I . j I " .!0 1, �� I i i Prior W Auy Excavation ForThis Project the Coutnctor Shall Make I - -, ,-, , I , I I I It �I- -, I I L I � I L 11-11 --.-I-"----- AndlOr "I� . - '. . - ,_ I �,I 11 I L Instoller ra - ,� , I- ,!," . . i . I � I I ..- .- L L i i - r � I . J I I 'Ili . *1 '.11 I , � 2000 Callan - __=__�� "=��:_L= I - . - - .11- � � i L the Required Notification to Dig'Safc(1-988-344-7233)and contact , L Con frrm Prior EL_ __'. _z:, L 1J I ,�_-__� = �: I L I L I . �.. 14�. , f - 1/6 - 112 �, .1 I I �1 I I L i I ,_,:��, I -_ T1_ . . - . -" '7-_77;:,!�." _ " ' '' I � �, I : 1`1 To Any Work , L � L Septic Tank 14' _11-00 _ _ . I- Top EL Q. 1 _,". -, '. T ,,% _.,.:.--�!, Poo Stone .11 I 1. I., . Al , 3 * - . , %� � i I I I --_ , _:_:7,_ - - . � -an En&ecring&ConsWting Inc.(50&428-3344). _:__:�_7� _� L -.""?; ,,._:`t. .__4?.� I , ! 1, . Sullk H-20 Required I -.LC,,,, � Ea" # Li,_Z�:17__ - I ,� - : .I . .1. - , �� .%..I " . r1_1 i _: _ I � I : . I ` ! 2.The ContTactor is Required to Secure Appropriate Permits from Town ; _, 12_33 ,._:_ '. I .. -, , � H-20 ,� 'I I./'� ; . 11 �� I i L I L (See Note 5) 1 _ --,,,-I'7�� _' . I I " ,I . I 9'. - I . � � �, I � I , . I . r � I , 1.� .- A -- �Double Wosf4 .- - � ! c L-e.%.11 M-20 " LEACHING I ? , � I I I I I I I '_ Z==-:q Z I , I " i I Agtricies For Construction Defined by This Plan. I I � C I I -1 I . ,� .. I � I I L , -� _ � , . �& " - 1 I I . I _(, . ,�, , , � , I i I . I � L � ; . 3.Whvrever Sewer Lines Must Cross Water Supply Lines Rath Lines Shall I = , I 1 � I �, - �, CHAM13ER I I 11 . Stone I , V ...' . ; � _. .- ., � Leaching I C. , ., L 1- � L, -, - , *4 J!.:": L, t, . 1: ,; L _� . L I L I , i , I I .-' � / , I " I 71 1 1, �i � ., r I � - I I 11 �, I , TO Be Installed On , � Chamber I I L ;I'. ,_ .. I ,.1 I �� & �, I I L Be Constructed of Class I I . � - I __ I I I L .:�. " �_ I .I A � - � � . - � S� � -1%7 vlw - __ I 50- P-L, f0.00 ..... _ I11 11 - : L I I I I I L 1 150 Pressure Pipe and Shall be Water-Tested to I I IL � I I . 11 " I -7,77e 7.'ompaFe-3rr '7a I 1", ,� : I' f, "' __4�7 17�.,-_11 11__I-.1.41011--1w .. L I I . L .,. 1-1,.-1 I I 11 I i - . �, , I�, . I I I � I I I L L I ..� -Ir I 11 I I.. 4' - I O" $. I � � I A-%=Watcrtightriess. in Ckneral,Water Lines Shall be Gonstrmled in, _1 . , e I , I , . i I I I I . L Bedding,"T"s, . � I I I; I �, I 11 I i Coorclination With COMM Water,and Shall be in Accordance L i � q L I I I I I I - 1- I , i L I L � L L I 1_..11_11111_._1 12' - 10* -r1----.- L.________,__ � � I Inspection Port, �, If Encwnterod Remove & J?ePfGCa , , I 11 I L I �11 I � 11 1 I I . L I � 11 I � � I � I �� , � �, , ! L I ,- . I I I I : With 248CNM 1.00-7.00&310 CMR 15.0, . I L & 8aftels I i All Unsuitable SoFfs W;th;n 5' of , , N I 11 I I I I � 11 L I � I L I � 'I, I I - I , � � ,�, - I � . I � I I L - � I i 4.A Minimuin of 9"of Cover is Required for All Components, . L L as Per Title 5 ' The Outer Perimoter of The System,' . �"i . I I - , I J I i . L . I L I [ 1 10., L I I �,11, I I , I I � L 'L I I i I 1 5-M Strucwms Buried Three Feet or More or Subject . I , , I 16 , :, - ,� I �, I I i L ,�-�,,�-�--l-l��-�-1111----�-�.- I I—, -i (0, CROSS SECTION OF CHAMBER I I ' 'I � ,�, %� I I 1 . I 11� . I i L L I I I I I I I I i L L to Vehicular Truffic to be 11-20 Loading.It is the Enginect's . I L I I I ; I-�, I , I ,� I I : ! I I L I I a. 6-1� , �1- I � � _ __ _; ,� " I � I I i , I Rocommondation that H-20 Always be Us*A, I I L I I I L L I �, No Groundwater L I I I I I 11 I _� I 1, 1-11, 'I, �, I � I ,,, : 4 L L I I � 11 i : I L I L � I 11 I � NOT TO SCALE I �1 I i 6.Install Wateilight Risers and Covers to Within 6"of Finished G-ade � . %IC%TEM L Per Test Hole 4 1 L I " I � � I 11 � I - "I 11 � Ch-er Septit Tank Inlet and Outict,DIBox and One Leaching Chamber, . !: I f I I 1.,�� I I I 11 � � .11 1 I� . I I L � -1 ,, 1. � " "I ,, 11 I � i I I DE,VEL OPED PROFILE OF S To I, EL, 1.Cij , I"-L ,7�1 " -" 11 , , . 400 : ! I Groundwater - ,11 I", __... I : i I All covers am to be maxinium.18"for concrete or 24"Cast Iron I I ,,L,L-.-, --,- . I � I "I'�111 L .�...�� e-o_ � I I -r Perc 19502 1 , I-L, -�"_ r : . PL . I Legen I I L ' I 11 I_11_1_... . ......7 ,_� _j___J j_ � � � J�F i 1 7.Septic Systcm 6 be Installed in Accordanoc With 3 In CMR I 5.00& I d: 11 . I NOT TO SCALE I L . 7,�, "�', ,I , i i I I ' ' _ __'__-W�a i�_��iorFu�turW_R�vised Pion � I * 1 248 CMR 1.00-7.00 Latest R*vision and the Town of Barnstable I � i I Remove 1_T__ � : I I I f, � I I - I I I 111 I I I '-'--_", I I I 11_1_1_.______ i I ' , I . I BoaW of Health Regulations, I I . 0 Drafn Manhole I I I I L I 'll", te Wetland Delineation & Work Limit g06.,,�2541,19 i � i L I L 11 I ---I'- - 1111_11___1___ REV. I Upda1_1_,.__ ��e 11,��___I_ L i 8,All Piping to be Sch,40 PVC. I . .... --I---- I L i i L ff catch Basin I L . L ' I i i I � L I of - ' I ' I TI TL E. � I � HaVe a i PREPARED BY. � 9�D-Box SW Knimum Inside Dimension 12".and a Minimum . N 0 TES. L PREPAREO FOR. L I � Site Plan L t I i I I I -1�)- . Hydron t � e% L ! . � � i �, Sump of 6", 1 1 1 1 � � i . I � i I I L L 0 I I I I L I ,I i I . � i I I L � I L I L SUJJiVan'HWe,ft& L . L � I 0.The Scpamfion DisWce Between the Septic Tank Inlets and -4 Guy L 1.) This topographic information shown was obtained L Lcapesury Pronosed Improvements i : L Outlets Shall be No Less than the Liquid Depth.Irdet Tees Shaii E.Vert'l L I I- & L -I- . SCANNED i � , L I - Kevan Gibson 2_ ft3t Say Rd, StMe C L L --. I I � I a Minimum of 10"Below the Flow Line. Ouflet Toes Shall Extend 14" L L -0- utitity Pate by on the ground by Conventional survey methods on I Linda L I �cowultg W, I I", IT I i L I : . i i L I (or between) 09/MAY/13 cnd 02/MAY/18. L I I L Osterville AJA 02655 , Li- : I � I (5")42*43"-P.0.9*x662-711 Wrtgu*et�0~41-�MAOMS - -i,j--i-i- I ; I Below the Flow Line,and Shall be Eqt;tipped With a Gas Baffie, I I I (5&if� ]�" 420-3995fat At MAR 1 1 2020 ,I Q I � i I 1�x Ligh t Post L I I I soold"vai"NOmoornblArIP f- "11-snanOn cern P ! " L L I I L . � i I I 1.All joints connecting pipes to foundation,tank,d-box and SAS are to be I -, vr.., : I L L I I � i i L I I : i Scalod with hydraulic cement. L 0D Water Gote (rotind) 1 2.) The property line information shown hereon was I I I L L L I � � I L L I I I . L L o t 92:8 7 In dia n Tra il ! L I L I (K) Cas Gote (round) compiled from available record information. I L I 1 : � L I L I f �_ i I I Welland Flag I L L I ___ ___ I I I'll�_ r 11 I I _..........._............ I 1,11111........_ 11111 I L � I I I I "I L I ... -0 I I I . � Field: VW4KIRRLIKARIASK I -, - I ___ �. i , L L 3.) The elevations ore based on NAVD '88, a fixed � !�, -:.,,,-,, ,;<t I BARNSTABLE ,J� I , (Oyster Harbors) MASSL ! LZ I . ALL ScItmorsh Dra ft: EMI-JOD LLJ � I 'r I � . __ ___.__'______......_......__...____ , __ __, _,__,_,', _ - ' � ' ' ' � ...... � "-,------- . I I I oHw- Overhead Wires mean seo level datum. . z ! I L I I L � I 11 I y _; . I � SCALE. �� I I I ,� I I I __ _ �___,"', ,-- . Review: JOD Draft: RRLIKAR . . DA TE_ � i - L e I - -25- - Elevation Contour I 0MCCU:= - - L�--'-'---l'�L'I'�ll-l�1-1--"'--l-�'I'l-11--'L�"�11-11,"--l'�"L...... 1L111----11-1-- L-------�'--l -�.'�--l"�-----l'I' �.L''�- June 11, 2019 � 1 1�=20 1, 1 `0 I 11 . L I I :J= _ I ______.____________ .__J I � f � 11 I I I I �,''=.�,"J=. , ,Z=-�� , J ; " , ', ,_,___ � Job A- C-405.15 � ; � Proiect:.39008 I � : � � I : ; : � . : 11i ,6 "l-'s�, I , , -, 14 I ",� " \,- � 1:1 - It , !60 , 1- � .1* , , I � I I - ill 11 4 P _,.�)' i \:,-ek, , �,Z,Z-&.41- � ill I I X", . . I � : I � i : I � � i : � � : i ; � : i _____,__-------- ---------- ------ -- _------------------ __ ___ __ __ ---------------- -_------ - --- ,----- -- ---- ---------- ------- -----------.---------�-----�-----------'-------------'------'---�'--"----'------L----�- I STRUCTURAL NOTES: 36'-9" ALL CONSTRUCTION IS TO CONFORM TO THE Ol,rSJDE SHELL ----INSIDE SHELL ASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN 4'-10' V-2'Id V-2-1 5'-7' STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM 4 ;to THESE DRAWINGS DOES NOT INFER THAT THE ----------- - - ------------ 4, - --- ----------- --- CONTRACTOR IS RELIEVED FROM THE STATUTORY SPA BEAM FINISH TBD CODE REQUIREMENTS. 2. ALL MATERIALS AND METHODS OF 4 CONSTRUCTION SHALL CONFORM TO THE --- ---- ---- --- ---- ---- ---- - -- ---- ---- ---- ---- ---- ---- ---- ---- .0, 7 112" - \ -_ --------------------- --------------- ----- 1011 APPROVED RULES AND STANDARDS FOR 91-10, 41 .; i --------- - \ III, MATERIALS, TESTS, AND REQUIREMENTS OF 9 0 1'-11 112" 0— ACCEPTED ENGINEERING PRACTICE AS LISTED ------------------------------------------ --------------- I0* IN APPENDIX A OF THE MASSACHUSETTS 91, -------- - ------------ ----------------------- OUTSIDE SHELL ---------------- —------------------------------------——------—------------ STATE BUILDING CODE. i9l-9" <1 OUT IDE SHELL 91, < —— ----------------- --------------------------------- POOL NOTES: 1) .0. --------9-1-P----- ---- - --- 4 INSIDE SHELL MAINDRAINS -0. --- -------------------------------------------------- PER CODE A </ -----------------------------—----- ---- 1. ASSUME MAXIMUM SAFE SOIL BEARING 391-5 5/8" PRESSURE- 2,000 A, 4 1-0 INSIDE SHELL I 91-111 2. ALL POOLS ARE TO BE PACED ON NATURAL, UNDISTURBED MATERIAL OR COMPACTED GRANULAR FILL. SUBSOIL BEARING STRATA �SWIMMING SECTION SHALL BE FREE FROM ALL VEGETATION, LOAM, SCALE: �12 11=1 I AND ORGANIC MATERIAL. 3. DO NOT PLACE 13ACKFILL AGAINST POOL WALLS TOE LEDGE AT 14' SHALLOW DEPTH 4, UNTIL ALL WALLS HAVE OBTAINED 7 DAY CURE 6" ----------------j . . I STRENGTH. 4. 4. ALL POOL FLOORS SHALL BE PLACED ON A 18" 4'-10" LAYER OF CRUSHED STONE, COMPACTED TO 95% STANDARD PROCTOR DENSITY AT THE OPTIMUM MOISTURE CONTENT. I P 0�OL�O V�E R�HE�AD SHOTCRETE NOTES: I. SHOTCRETE MIXTURE, FORM-WORK, DELIVERY, ALE. PLACEMENT, AND REINFORCEMENT SHALL CONFORM TOALL REQUIREMENTS OF ACI SPA BEAM FINISH TBD 506.2-95 (LATEST EDITION), UNLESS OTHERWISE NOTED. A-4- -4-4-t—A-A-4-1�14-44- 2. CONCRETE MATERIALS SHALL BE: ASTM C TYPE I PORTLAND CEMENT. SAND AND GRAVEL 4'-1 112" 4'-1 1/2" 4 INSIDE S14ELL I .% AGGREGATES SHALL BE NORMAL WEIGHT AND 4 4 4'-1 1/1' 4'-7 112' SHELL OUTSIDE SHELL CONFORM-To ASTM C33 STANDARDS. 11-211 ---- -------- J. 8'-2 112" AGGREGATE NOT�MEETING ASTM C33 INSIDE SHELL W-3 112" W-2 1/2' T ------------ -------\--- --------------- ---------------------------------------------- INSIDE SHELL INSIDE SHELL STANDARDS MAY BE USED PROVIDED PRE 8'-8 112" OUTSIDE SHELL -014 CONSTRUCTION TESTS DEMONSTRATES THE 8'-9 112' OUTSIDE SHELL OUTSIDE SHELL ------ SHOTCRETE CAN MEET SPECIFIED REQUIREMENTS. ALL CONCRETE SHALL BE AIR-ENTRAINED. 3:1 SLOPE: L (MAX) 1/ CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 —oil : --------- DAYS. ------------------ ALL CONCRETE WORK- 5,000 Psi. 8'-10 112" 13'-0" W-10 112' OUTSIDE SHELL OUTSIDE SHELL NOTE: ELEVATIONS ON EQUIPMENT AND SOUND PROOFING �G P 0�OL�P R�OF I M 1 1'-6" IN ACCORDANCE WITH FLOOD ZONE 1 11-611 2'-7 3 —7 7/8" el_ IV4. A REGULATIONS— TO BE DETERMINED. J), SCANNED #3 @ 12" O.C. E.W. #4 DOUBLE Row HORIZONTALLY WITHIN 2'OF BEAM MAR 11 POOL WALLS ----------------- -- VERTICALLY THROUGH OUT ENTIRE op q #3 @ 12" O.C. SHALLOW END FLOOR 3'-7" A To DEEP END FLOOR 10" POOL WALLS WITHIN 18" OF POOL BEAM 6" POOL FLOOR --------------------------- ----------------- ----- ------------------------- -------------------------- #3 @ 12" O.C. E.W. .4 HORIZONTALLY THROUGH OUT' UNDISTURBED =r:r—Eu�� - If ENTIRE POOL WALLS SUBGRADE A #3 @ 12" O.C. E.W. 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