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HomeMy WebLinkAbout38459-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38459 Date: 10/28/2013 Permission is hereby granted to: Maloney, Thomas & Maloney, Catherine 1789 Frederick Ave Merrick, NY 115662911 To: Additions and alterations to an existing single family dwelling as applied for per trustee and DEC approvals. At premises located at: 1475 N Smith Dr, Southold V-0 ` N07 &k I L 7— SCTM # 473889 Sec/Block/Lot# 76.-2-3.2 Pursuant to application dated 10/21/2013 and approved by the Building Inspector. To expire on 4/29/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $924.40 CO -ADDITION TO DWELLING $50.00 T $974.40 Building Inspec o Form No.6 • TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. ®G New Construction: Old or Pre-existing Building: (check one) i Location of Property: House No. Street Hamlet Owner or Owners of Property: d�� �- Suffolk County Tax Map No 1000, Section 7 6 Block Z_ Lot 3, � Subdivision �'9� � ���l /L/�����- Filed Map. j 6,( 3 Lot: Zf' Z! /gId 3O` Permit No. 3` Ste—Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ��� pplicant Signature FIELD INSM4N B. Lpog'T DAA CONIl MYNTS FOUNDAnON(RST) Ul w FOUNDATION(2ND) :czo ROUGH FRAAUNQ& PLUIV ING al IN$ULATION PEP.N.Y. STATE ENERGY COME p FINAL , a/ ADDITIONAL COMMENTS b z . m z C z ,TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 119-11 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.�- � Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined U 20_L-//_ olOHl lOS J0 NiA01 Single&Separate 'ld3a 9018 Storm-Water Assessment Form I ew L la0 ontact: Approved c,20 t Mail to: Disapproved a/c Phone: Expiration t - � Bur mg I spector ' i3o APPI TION FOR BUILDING PERMIT Date ,��rc24;,�� , 20 1 INSTRUCTIONS i a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or'public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months aften'the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I ( <gnature of al�Tj licant or name;if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A ;- 7- Name of owner of premises6� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer i (Name and title of corporate officer) Builders License No. 7— Plumbers Plumbers License No. H Electricians License No. r' Other Trade's License No. i 1. Location of land on which.pioposed work will be done: 1 4 75 � y �t V55- !f L,", House Number Street Hamlet County Tax Map No. 1000 Section Block • ' c-�'Z Lot .3, Z-� Subdivision 041,' 6 /� ��S yU �` Filed Map No. 161 Lot 2-9 Z2/ f' 2. State,-existing use and occupancy of premises and intended use and occupancy of prbposed-construction: „•a-' Existing use and,occupancy b,. Intended use and occupancy 3. Nature,of wor check which applic e): New Building Addition V( Alteration Repair Removal Demolition Other Work /Z1,• �f-ay (Desc ption) 4. Estimated Cost �l ��� �� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ed» Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3�, ( Rear, Z 3 Depth 3 d- -3 Height Number of Stories 1 l� Dimensions of same structure with altef6tions or additions: Front 47- Rear d-,?, Depth q(Q/I Height 2 Z Number of Stories 1 YZ- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1 2 S, 8 3 Rear 7 , 2 o Depth 1 a 4- 10. Date of Purchase Name of Former Owner z 11. Zone or use district in which premises are situated !e ` 46 1'? 51ALo 7-//IC- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES /NO 14. Names of Owner of pre ises 4 L G Address Phone No. Name of Architect �Ai�/d •l� �A �L Address ��,/Ji, i/�6c a Phone No Name of Contractor N�ry- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES /No * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITSi1V1AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this.property? * YES NO !/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 00,' et l�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theC," �% (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this j day of 20--[-VIC S OYN -Notary Pu cof New York NoI Q696 �� Notary Public CommissionFxnires hi1v8 2U Signature of Applicant = '�� Rkl�;_t James F.King,President 4 -'4' � Town Hall Anne 54375 Main Road Bob Ghosio,Jr.,Vice-President ' r a P.O.Box 1179 5 y, , A, >, Al t& Bergen ply��___ 1 Southold,New York 11971-0959 00;f , : - John Bredemeyer _ -.: ` Telephone(631) 765-1892 Michael J:Domino Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN'OF SOUTHOLD July 17, 20113 Mr. Garrett A. Strang, Architect PO"Box 1412 Southold, NY 11971 RE: THOMAS MALONEY 1475 SMITH DRIVE NORTH, SOUTHOLD SCTM1# 76-2-3.2 Dear Mr. Strang: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on,Wednesday,' July 17, 2013: RESOLVED that the Southold Town Board of Trustees grants,a One-Year Extension to Wetland Permit#7599, as issued on July 20,2011. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, James F. King President, Board of Trustees JFK:amn Jill M_Doherty,President ._" � �`� Town Hall Annex ' - 54375 Main Road Bob Ghosio;Jr.,Vice-President ' P.O.Box 1179 James F.King ,ya Southold,New York 11971-0959 Dati-e Bergen 4 y" z Telephone(631) 765-1892 John Bredeme er a �'' `f Fax,(631)765-6641 _ZuaIt y BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 20, 2011 Mr. Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 RE: THOMAS MALONEY 1475 SMITH DRIVE NORTH, SOUTHOLD SCTM# 76-2-3.2 Dear Mr. Strang: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 20, 2011 regarding the above matter: WHEREAS, Garrett A. Strang, Architect on behalf of THOMAS MALONEY applied to the Southold Town Trustees for a permit under the provisions of Chapter,275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 24, 2011, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 20, 2011, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises'in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health;safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of THOMAS MALONd Y to elevate house 2'+/-; construct additions on north and south sides; construct deck on northeast side with stairs to grade; install new sanitary system; new drywells; and construct�garage with breezeway; with the condition of a Non-Disturbance buffer area beginning,42 seaward of existing dwelling; and as depicted on the site plan prepared by Garrett A. Strang, Architect, last dated August 3, 2011, and stamped approved on August 5, 2011. Permit to construct-and complete project will expire two years from,the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Jill . Doherty President, Board of Trustees JMD/eac BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 40 A PERMIT N0.7599 DATE:JULY 20,2011 ISSUED TO: THOMAS MALONEY PROPERTY ADDRESS: 1475 SMITH DRIVE NORTH,,SOUTHOLD �00 SCTM#76-2-3.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 20,2011,and in consideration of application fee in the sum of$150.00 paid by Thomas Maloney and, 11 J subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to elevate house 2'+/-; construct additions on north and south sides; construct deck on northeast side with stairs to grade; install new sanitary system; new drywells; and construct garage with breezeway;with the condition of a Non- -9 Disturbance buffer area beginning 42' seaward of existing dwelling; and as depicted on y e the site plan prepared by Garrett A.Strang,Architect,last dated August 3,2011,and 'lei stamped approved on August 5,2011. r. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 9 F91 V co Go Awe h4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4735-03104 PERMIT a Under the Environmental Conservation Law (ECL) ' Permittee and Facility Information Permit Issued To: Facility: THOMAS MALONEY MALONEY PROPERTY 1789 FREDERICK ANTNUE 1475 SMITH DR NORTHISCTM# 1000-76-02- 1 032 �,IERRICK, NY 11566 SOUTHOLD, NY 11971 Facility Application Contact: GARRETT A STRANG ARCHITECT PO BOK 1412 SOUTHOLD, NY 11971-0938 (631) 765-5455 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Paint: NYTM-E: 716.1 NYTM-N: `4547.1 Latitude: 41'02'47.3" Longitude: 72°25'43.7" Project Location:. 1789 Frederick Avenue -Watercourse-West Creek Authorized Activity: Construct additions to existing dwelling, add a deck and breezeway, construct a ,garage and abandon an existing septic system. All work must be in strict compliance with the attached plans stamped NYSDEC approved on 3129/12. ARNO-DEP (CKW) -NOTE: The property landward of the 10' elevation contour is beyond Tidal Wetlands Act jurisdiction. (CKW) Permit Authorizations Tidal Wetlands -Linder Article 25 Permit ID 1-4738-03104/00002 New Permit Effective Date: 3/30/2012 Expiration Date: 3/30/2017 Page 1 of 6 Alk NEW YORK STATE DEPARTMENT OF ENTVIRONiVIENTAL CONSERVATION Facility,DEC ID 1-4733-03104 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:ROGER EVANS,Regional Permit Administrator -kddress: NYSDEC-REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONYB ROO ,�Y 11790 -3409 Authorized Signature: `axe I'd W-) Date / ,,{{ / r C Distribution List G?,RRET'T A STRANG Habitat - TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS. APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS { NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved pians were'prepared by Garret Strang last revised 1/26/12'. 2. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 2 of 6 Aga -ENA'YORK STATE DEPARTi4IENT OF ETM71RONWIENTAL CONSERVATION Facility DEC ID 1-4735-03101 3. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the,position of the structure orwork herein authorized, or,if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health; safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of,New York on account of any such removal or alteration. 4. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any vyetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints,concrete, leachate or any other environmentally deleterious materials associated with the project. 6. Notice of Commencement At least 148 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification foim certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form,must also be signed and returned, along with photographs of the completed work. 7. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the work-site and adequately-protected from the weather. s. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer'areas as a result of the permitted activities. s. :No,Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 1o. ,Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks. mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 3 of 6 NE'N'YORK STATE DEPARTMENT OF ENVIRONIMENTAL CONSERVATION � Facility DEC ID 1-4738-03104 11. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes'first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 13. Storage of Equipment, TMaterials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet-from the tidal ,,N etland boundary. 13. Establish Vegetated Duffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation within the DEC buffer as'shown on the stamped approved plans. 14. Straw Pales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and,in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 15. Runoff.Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 16. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 17. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales I silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill'and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. GENERAL CONDI'T'IONS - Apply to ALL Authorized Permits: i. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit; including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4 of 6 NEW YORK STATE DEP_4RUVIENT OF ENTVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03104 ?. Relationship of this Permit to Other Department Orders and Determinations Unless expressly - provided for by the Department, issuance of this pei mit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal.modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands'. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; C. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK.STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03104 r NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims,suits, actions, and damages, to the extent attributable to the peimittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims; suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of 12 their responsibility to comply with this permit,including all special conditions while acting as the per=mittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to cary out the activities that are authorized by this permit. Item D: No Right to Trespass or Inter€ere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 i 1 Scott A. °sulk Russell �a �� James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Ro Of T1 Telephone#: (631)-765-1560 g 3 7CT- 11 1�J L� MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �'� JAMIE RI OWN.SOUTHOLD.NY.US Office of the Engineer OCT 21 2013 ,Town of Southold BLDG DEPT. TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVEEW COVER SKEET ( TO BE COMPLETED BY THE APPLICANT) TO. ENGINEERING DEPARTMENT PLEASE ATTACH TBE FOLLOWING DA WEATS or INFORMATION.- FROM BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: ��G i 6 62 e,4- l2-- ?D ❑ Stormwater Management Control Plan APPLICANT: �.02� IQi ��/lic-vS � ❑ Completed Chapter 236 Stormwater S.C.T.M. *: Review Checklist PROPERTY ADDRESS: 75 BRIEF PROJECT DESCRIPTION: 71, /F X 15 �/•�S -�/y�C �— r,4/n e L y ��Cl z�CL �.y�' �✓U-G Ly O/� 42 GtJ GLS �GdL � /U� '��� Al'" f:.� C Aff9cufv Tox Q LCRM WAta- ve-61reki-4� va-e ** FO I E RING DEPARTMENT USE ONLY'p'°''� Reviewed B Date: �� 3 A.prov A itional Information Required: F] i i ,i sufFVCk ,pr DATE: e's 3 E CHAPTER ER 236 APPLICANT: 4'1 stormwater Review Checklist S.C.T.M.#. 46= -,f>z PHYSICAL ADDRESS: Stormwater Management CQntrOI Plan RequirementsYes No NA If No or NA,Please Provide Additional Information 1, Plan drawn to scale of nqt less than 60 feet to the inch showing: a. location and description of property.boundaries b. total site acreage c. existing and natural and man-made features on and within 50`0 feet o /40of the site boundary as re'wired in§236-17(C)(;). d, test hole data indicating soil characteristics and the depth to water e, proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contouis of the site(minimuiri 2' interval) g, location of all existing and proposed structures,roads,driveways, sidewalk$ drainage im rovements'and utilities h, spot grade and finished floor elevations for existing and proposed structures i, location of the swimming pool discharge ring "' i' ` 5 j. location of proposed soil stockpile area(s) k, location of the proposed Construction entrance/staging areas 'r I, location of thero osed. d P P ooncrete washout area ,.:� .r•,��m...� � i � d�w,o «�'� M. location of all proposed erosion and sediment control measuress ,u,1s �r,. 2. Plan includes calculations showing that the stormwater 4nprovements :. zed to capture,store and infiltrate are sized ap on-site the runoff from all - � �� ���=• impervious surfacesenera#ed by a two=inch rainfall 3, Detail drawings( uiace, d�forrolan autiraval)Provided for: a. erosion and sediment controls b, construction entrance c, inlet,structures e.g. catch basins drains w(e.g. ,trench ,etc.) - cL leach ing structures stru (e.g. infiltration`basins,swales etc.) • . - ������ . - REVISED 2013 ►_„�,�LE�w,,�} R� �Or tn�rr„r7c ABy Th" STORP�1 D�:AINAGE CALCULATIONS 4 cc.R"^tR't'4`�' R�.�r�{__•♦�,w��:1�++'� i.l,A"+°r• -/' System "A �- G^"" .; - Roof Area 552 sq.ft. �To 1 1 1 r Volume - 552x .167 = 92 cu.ft. � � ;�; ;• g � r%, ,-', Provide - 1-8'dia. x 3'-6"deep storm drainage ring ...JJJ �, , 1�, ► t -��/ '_ L ( 148 cu.ft.)With slab and piping. - System „ B .: j ad p \\ Roof Area - 616 sq.ft. N Volume 616x .167 103 cu.ft. Ait • M. 81 3 ) 131�_ TIE l_lf.lE-} I ZP�, 2f3 Provide 1-8'dia.x 31-6"deep storm drainage ring t 148.ft. With slab andpiping. - -___. 4�t� ! L.. �„ a, 144 `° 8' 4 \` � � �,, ,L, \�� �• ^\\••:'_/ ` s.- X 1 3- 0 v�T �►�i>r \ Ix � / t � I r �I � /', � 1 v E-.L..t 1.t' =` r ` a' +► lu J, , TF_LJ'r�T�F-r�� i r, . i / " 1 I N id � Al. Q I'� J F.G 7 itF 7 l;I'' 1:L'h�I7 `TUGC',ti 41G�` -� �4I • _ � 1,, OJF- C \ \ `fit #?,uI~F -L .!r ~ y5P�►TNt-�1..T-� �141E� "T -'' a'`1,• r / i`` `` `.i K, _-----4_ / r - � �`rl<U�"t �.�•� t- r" 1 U//P•. '� 11 1 r►-d L'1' Y 1 I r,�_.I-, ss 'r t< I _ / w r O F. L-�"t` (c:_- i J - /ell o' 7 N T- t-, - ? 1 _ �-- - - - - - -- - - �I 1<'r-O ,�.u 1G- �-`-r �/`. A'� ►.�f v �s .6.L.E... XIE...- f JI G...7o• Ir-o //--u- - A /-�v. SITE DATA }- �I _ _ _ — T-- ,.rte 2r,• up-� — -; _ q �1 q� (1 -�� J `�'' e 1 SITE AREA .528 ACRES - 22,915 SQ,FT. all 1 t ► c� ti -- ! r� Y \ �� t14 �� f I al J �, �, TAX RtAP a ,040.75-02.3.2 UTu 10 t� '� V ..y v r. _J/. 9 �-w t S;i, '_G' 1 <'' 1 ►t dc. /1,. // FILED MP DATA "AP OF GOOSE NECK I ( dk�.v- "- _"_ 7� Ce / M !=kt .`�.i• �--, 1-./6.' Q r ls�.. .... ' ..w+w �C fcn-bf,m '.+�,..w+s ..+..,..��.,.."�� �` .R C �' FILED NOVEE SER 22,194" ! ` J U�1�-G I GTl t�• r•J y < � !•�""r+••,•�♦•«w •s"�. wes,.•wd'�I.Q1' ....l+... •1s.w.. �N n-- !.Y �' = `\\\ 4 • ' , s "' .� . ... AS 0 1663,SOUTH0LD,TOV-2N `:--- - - — I I a 1 r CL":7<"!� ': �' .^";t.rE.:.�•�� i ft"*r:± OF EOUTHOLD,SUFFOLK 10 r _ v , tlJ n r-- -- t y N �.. .J ----' COUNTY,NEa'�YOf?!t ,.�:'OSED SANITARY SYSTEM ELEVATIONS - ZONIN R-t^1RESfl) NTIf.l- REPLACF:t.".E"NT SANITPP\Y SYSTF!'1 DESIGN j \ r rJP RECON, T9 t.+C E=E" # 5tt7:hi::E - -- - �tT �4 ( -` -'-------'--- --.- - EXIST IN,;Gi<AFEA7E'• IiLD{E1G „ f . �' Yr _ 13 x � N > . -- - FLOOD ZONE "X" � "AE-E" y / . GROL� DYY_A,LR 0._40 I y n - - - ! /-c,jn• ` 8'JiLDING AREA SOIL LINE AT 6UILDING 11 SO_ to 1 Existing 900 sq.ft. FIN.GRADE AT S.T. _ 13. 0 WATER SUPPLY SUFFOLK COUNTY I -�`� . i �• � �• J � Proposed 1,2£4 sq.ft. TOP OF S.T. -- -- 12.50 T.INLET —1L50 WATER AUTHORITY SY�"t' ♦\ J./ \ S.T.INLET 11 00- /� IL NUMBER OF BEDROOMS { / 1 Existing 3 ----- --- —� USE i`) a -- -- OF ST. 7.oa EXISTING SINGLE FAI..,LY D�.�Wt� �• `�- `! VAI v L-E �, y " Proposed 3 \\ F9N._GR.ADE AT L.P. 13.50_CZ 14.50 f. Era r• xr •.c n ' ' I c, -� / J N T_OP OF_L.P.COME i --- `12.50 - / / �- 'Q ._, / I 1NATER, SUPPLY - - PROF"OSED �''*dGLE FA!"'LY D:":'ELLIFIG' / L.P.INLET 10.80— / �!l / / ` Existing SUFFOLK COUNTY 607701,1 OF L.P. 4.30 WATER AUTHORITY r_.>~ - J ` \ ( t� Proposed SAME _ —— OWNER CRTHrRI'PF k"ALO"!EY t3' , `� err=''�� r►►lti \ / /A LEGEND U►.S'F'/+•-V E p \ i /, THO"`.'.5 J.!:"•IdLONEY tie 9•/,✓ 8 — r_ r 0 "S.T." - Septic Tank 17@4 FREDERICK;AVE. d \ SANITARY SYSTEM "L.P." - Leaching Pool E e f'n I��Gt y 7 R.VRI:ICK,NY 115•.3 /*7 � ����YO � t Proposed ONE(1)1,000 GALLON SEPTIC TANK TWO(2)8'DIAMETER X 6'DEEP EXISTING BUILDING AREA LEACHING POOLS AREA IS SERVED WITH PUBLIC WATER BY SCWA. HOUSE. 300 SQ.FT. Jr.E. NO PRIVATE WELLS KNOWN TO EXIST WITHIN ENTkY PORCH 3Z.0 SO.FT. 150'OF SUBJECT PROPERTY, FIXED DOCK 241 SOFT, 1,170 3U.fT. Z �1 /A�T E-�- - 5 G N,V A, Y) 1 �5 ►>30. 3G ' YO r 9 � \V9 L L-t/�/^`J Q• Pi.Gi! SA iN IIOUSE A'rA r EX,,f t,,G HOU... 910�U.FT. ADDITIONS TO HOUSE 304 SO,F7. ♦ !♦ �' 121'1.j �j'j• TYF'ICAI_ RF Tf' Ir,ULFpSFPTIC TANK' r-^rq Irar;", t^.^' y ?"'rE trerl,. - -y 4 o- ' DECK 415 SO.FT. DO \�/. i ------ ---- - e.rU. --- 1 5 rte.. -- - r sTE1's 10^So.rT. - _•,_ _ c•., '- _ d-::C� j .. FIXED DOCK i,1I`'..1 r 2 f cov^,r*c crc, L FUTURE PUILDING AREA - rte p i 3 c• t, �� •� r L. cr•' ! �l__9. l2•,! ii EXI`'TI`!(;HOOS7 L-. i WITH AC)DITIONS 1,E (.J.f_':I ii �-""-��\ /�♦•v �/ �-- ` / _ •�\�Y.a...! OS$C�.FT. �� r1 ` - '' i FXLoTItiG FIXED DOCK 240 tiU,FT. IG%. :,tea \ x FUTURE GAPAGE 57C::U.FT. t•w a a ",,.r• / �: FUTURE BRi:E2EWAY 1(r YQ,.f_T, /-_ __ __- _ I /_ _.._\.. a• C�I 2,72o SU.1 T. G� `T- -,. /4 aD0o -a v 6 {�'' :uLlr_JLJc a L 1 4.D�' /,, U Cl LJ N't 0 C.J CJ LJ H a !r G F' c L-. 0 C LOT LISTING E J w s c, EX1ETRtC c N ..x!z r. CV. ■ _ Ir -L! n. PROPOSED 0".9 Vtr`3 G.1. IPS ''� n i2.$ r n e Z .a ..i_ fC 1 i.._-._ ii �.�� FUTURE 1 RECEIVED t. r - '• L+ _ �� LEACI.11" ..1�,.,, LEACHI vG Y uw �1 / -0:t a R r r ( LOT A.hFA I a SECTIO ;s �l, P CTfp !, " m `r. , t..`\r N, ! UPLAN7,WITH!,,' o !1x !. " r`,i ' v� t-ti . '_'> 1I,i'- a"-7 L• ` �. CL .4 .': Z- �' I�_ -'E' � '� i DEC JUF"D9C790N 1:7', O.9'T. 1 2�12 / ••--�' . 1 l S -ice- --_ -r�.. VICES r L . >`�_ `e,.4 r �r,�� _� :.',.,,. I..peRvfous SU�+ FF.C .HEALTH SER �ry/u ` _ y �'' . .__---_�-- .,i w.... ' LCT LAND, dir ' OF WASTEWATER 15t GT. �i�� f!� - Z C�♦ a �,�1� v .������� `i f1 Iy 7' �� -^.—_ter. a,n. u•[w m H aa+s ern ce.0 rn n, UPLAND,J,l'JI rll:'I ®,INCEt , y DEC JU6L'�',DICTIGN J" ��,�•'• t','•�,k;��� r�" t,a^.� anu. �.,-.r -ftl. t"A.ra✓-_ 1_- a', �. L e,F r L .s:_�.e-t u: er, t.R't EX9ST9t:G I 1wltF•� 03.4 VC, lilt FUTOUPE PROPOSED TITLE NOTE : Cj.`` / n�"�.i ED ARO � THIS SITE PLAN WAS PREPARED 1F.'FTH INFORII'.ATION TA N e.' /t% ���` -� �Sy/T �R �.,��. T"ARI /n A j,, a N V---'-'f V-�'� 1 1� �1 FR01.'A SU1VEY RADE BY JOHN C.EHLERS,LAND SURVEYOR, / ���• �,�, `� �����A I A. S Rq Fc RIVERHEAD,NEW YORK DATED: JAI•"JARY 15,2010 •�,•• aF•�. c,P 2 LOCATION 1 ,�,7� .y�� i T ►-} � �..- ►�/ � t-�J �•T'- H ��f' �{ • ,r �*�����f %� at chit-ec t► G'y—.-1-.1 �.��./ Y.91Z-1�-- , ! THE EDGE OF WETLANDS WAS DETERMINED BY JOHN C.EHL S, � - �,�,,+ LAND SURVEYOR,RIVERHEAD,NEW YORK,USING BACARUS Bt1�'H ��` .����� ,,�,► SCALE REVISED D`2/t>*.,.�.!N®• AS THE IDENTIFIN G SPECIES. DATED: JANUARY 15,2010 110 r',r 1230 Traveler Strut, Y Ila F-1 O'r!E D r 1_1 t 1 � �'U � -t ♦a :�ti c P.CI.E�c.; 1412 ' �• c r tJATE �/, ^^" `..1 t:e• •ry".• -"E i. .�t:i_.� ALL ELEVATION AND COUNTOUR LINES ARE REFERENCED TO N.G. ,D.'EA!°;�ir.!� Southold, Ncri York: 11971 7--14-I 1 /��T } t•�� Fes- rE-r4 -,-��- -r: � 015244 yo�� ph. 631 - 765 - 5455, fx. 631 - 705 - 5430 D9tia,�.ti� er � �y �, 7-��-�t ti ~<-5 LJ r,/A, 1-r r'tvr- FLOOD ZONES FROM FIR.".136103CM-1`4 SE-PTEVEIER 25,2009 1/ f OF NEw l zt ,a Jn 1 N n F-t architectC�quixnet.net PROJECT No. I n s �7' G-" - �z � k=-'�,r'.,^ t ~'- -- •° , ' I /,,, r } t ZVEY OF PROPERTY SITUATE: �3,�'t'1lIEW N TOWN: SOUTHOLD 5UFFOLK COUNTY, NY W E SURVEYED JANUARY 13, 2010 AMENDED JANUARY 26, 2012 S SUFFOLK COUNTY TAX # 1000 - -76 - 2 - 32 CERTIFIED TO: CATHERINE MALONEY& THOMAS L MALONEY TEST HOLE BY SURVEYOR 12-18-2010 1 2.1' w r'i7 FLOf'`T BROWN SILTY 1' SAND SM PALE BROWN FINE __ (1-TO MEDIUM 5AND 5P H16H Wf R I I.7' WATER �epER Seo / - ILI Q WATER IN PALE BROWN FINE d p ^� w O TO MEDIUM SAND SP t` w � � N J — — _ q zW 00 i � 10 '' � IO LV O` I N Oa QJ I Story 0 ni I \� O _ + Frame _OHou se •I2- ® LIM RGF DEG jjp-k_D1G�\ONj W / HO �I kill, ND i 13 1 L _ i - - I5 tER MAV N � ' f 1-4 D R _ F Rr NOTES: O PIPE FOUND # US NG HE BACARU5 BUSH A5 IDENTI�FINO 5PECIE5 5ET BY SURVEYOR C.®C.E tbAnorvee onerdvm a aernNoo ie o r..wy mop aeor..g o icere.a ima„.r.,eyers s.ei h a CONTOURS REFERENCE NAVD '88 DATUM Nen York Stole FArdbn Lw' "�. •a y copies trem lne ory.,a or� ague o y FEMA FLOOD ZONE LINES A5 5HOWN ON lM�,wwyab .lmpee seal anon ne coro.-leree to De wiu true FIRM No. 3610300166H 5. * Lia _ � •cer.ko[we wokoea breon sigwy lro[nh 0. ,, �, blNgc d�c�cs ia��o„e�s..e..ynm"opisa �(`' O e �L� s�5aae1]wrtNkdbro SRna 'o�rily AREA OF DEC JURI SD I CTI ON FROM A.H.W. TO 10 CONTOUR 12,738 5.F. Mspbenn In tM p a rrey N p.pmeA. SU`` !o Gi.r�+aKiq e�d M Is'�ie'Ng Yb"cl'ttull n�N�ka LOT NUMBERS REFERENCE "MAP OF 6005E NECK" �,T a.ro lraele o Ne to aA6tb nl Y.l lk we FILED IN THE OFFICE OF ONE CLERK OF SUFFOLK COUNTY JOHl�! C. EHLERS LAND SURVEYOR NOV. 22, 1948 ,q5 FILE NO. 1663 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG 5GALE I"- 50RIVERHEAD,N.Y: 11901 369-8288 Fax 369-8287 REF.C:\Users\John\Dropbox\10\10-193 revised 01-26-2012.pro STORM DRAINAGE CALCULATIONS � FE:- System " A Roof Area - 552 sq.ft. , - I etJ.3 �JI :C��(.tf1U 11,1 Ro V t►-'C.. Volume 552 x .1_ 67 = 92 cu.ft. Provide - 1-8'dia.x 3'-6"deep storm drainage ringe4 `� t l�e�1 � ��F'v �, L, rr � ( 148 Cu.ft.)With slab and piping. /.'.`-�- �-- i .,i'i �",'1 "r ra\ . _----- --- �J System " B « _ "'i _� `* ► ' �` ' \� , - 1 Roof Area 616 sq.ft. S w . r. Vo41m1e - 616 x A67 - 103 cu.ft. `: Provide - 1-8'dia.x 3'-6"deep storm drainage ring N. $1 � 1 13E-- �T1E �1t.i�� 128. 2s (148.ft. )With slab and piping.. S. �. �„ a. '4 r-1:74 F- O J= / \ >\ - !_a ,` •,�, O� • ` + �j`•\ ` i Y „r,,, . \YET ./. 3. 0 YETLII NC7� • A� / -- ti - x O>tJs9 t [♦ `, � `�may' ? `\ 'L :; .• \a, ; � T'IZU,-TE_F�� \ _ Al / •` ♦``_ y "` +. -Y , R-OJE GT 7 hi0i-+p16TuE13n.r1�G y�. / / ��\ 00 i • \ . � >1; a uT1-ttJ1-fl �t p. H,12 D t T U M A---k 1 r f 1�FSG V N E. o F Novi- - 4-7 ! �r I I .'7p , / J W N � �'\C tf 1 N 7 -;--�.►� rtslc rs�uc,F- �•`� f� ►-•.► J G At..► V ?' S I I.._.�-- / ! ... -r � �'� ----- =- - G��5 f"�O t✓ T.7 %f X Q ��V F'F�,z-- ' > 11 G _ r / /+ E /\'.�: t-i 1? !-1 t✓�( 1` I1 N G � 0 1G Tr- F I r•1 e- '� � � �' ,� 1 -- - ��-- - -. - 8 '' QI,,I 1 G• 70' Yv /ti,✓n. SITE DATA � SIU � A. �' - - - ' _ ,' \ Za• t=. _ ��' �' f - q q SITE AREA .526 ACRES - 22,915 go.FT. 77 - \ ru m�,\ ` n I `� (� �n.v L t�`r' J O 1-1 H G. H 1- E Cz s L- S_ TAX MAPS 1000-76-02-3.2 7V _ ih+1C r1\ 1( V �/s.. v : r7>:� ����amu- I a, z o I I I:vv a..�. v E� \ ' - - - - 4 a �E p - '� EX T I o 9 FILED MAP DATA MAP OF GOOSE NECK ye d U IZ IA-d l�-rt o t, N `•- n t`. L Hv u s E \ \ \ �' ; �� < �9 FILED NOVEMBER 22,1948 AS 01663,SOUTHOLD,TOWN �1 t IC F-N ns ~Y / �s' g-©- \\ 1� T OF SOUTHOLD,SUFFOLK Al \ ' \ 10 / �ri✓� `\� N N COUNTY,NEW YORK t" ��1 ' ��'" f z PROPOSED SANITARY SYSTEM ELEVATIONS t$' >'Z rJ REPLACEMENT SANITARY SYSTEM DESIGN A 'G O / F'� " / •K� FIRST FLOOR ELEVATION 14.00 ZONING R-40/RESIDENTIAL �~rY� t 4 P �� OR RECONSTRUCTED RESIDENCE « „ « V F EXISTING GRADE AT BUILDING 12.50 13 X GROUND WATER 0.40 FLOOD ZONE X 3 AE-e Z• - - _ � ��I�• � 2�' W tsU1LDING AREA SOIL LINE AT BUILDING 11.80 Existing 900 sq.tL FIN.GRADE AT S.T. 13.50 Proposed 1,284 sq.ft. TOP OF S.T. 12.50 WATER SUPPLY SUFFOLK COUNTY 5YS•T-E/� �, ♦ i WATER AUTHORITY � S.T.INLET 11.50 Z NUMBER OF BEDROOMS S.T.OUTLET 11.00 1) Existing 3 BOTTOM OF S.T. 7.00 USE H v L1: Proposed 3 FIN.GRADE AT L-P. 13.50 314.50 -7 /a' ?o- /� f 0 i , � � EXISTING SINGLE FAMILY DWELLING `�1 N WATER SUPPLY TOP OF L.P.DOME 12.50 PROPOSED SINGLE FAMILY DWELLING W/ \ t \ '• / L.P.INLET 10.80 • I / - /i - r / Existing SUFFOLK COUNTY ���� WATER AUTHORITY BOTTOM OF L.P. 4.30 13 •7tEx 1 S-f 1"e, \ \�, / 1A t ? Proposed SAME LEGEND OWNER CATHERINE MALONEY uw1 P�vE-v \ _ �`� �l �/ 4'. jv THOMAS J.MALONEY - Septic Tank 1789 FREDERICK AVE. YA •1 SANITARY SYSTEM {� "L.P." - Leaching Pool - Proposed ONE(1)1,000 GALLON SEPTIC TANK MERRICK,NY 11566 TWO(2)8'DIAMETER X 8'DEEP EXISTING BUILDING AREA 14 `/ ) ( ! �•� `= f LEACHING POOLS AREA IS SERVED WITH PUBLIC WATER 8Y SCWA. HOUSE 900 SQ.FT. Q ✓ , Q NO PRIVATE WELLS KNOWN TO EXIST WITHIN ENTRY PORCH 30 SQ.FT. �E X 1ST \vtiY�Fz- 150'OF SUBJECT PROPERTY. FIXED DOCK 240 SQ.FT, /A�T E-¢- - S G lv� YI 1,170 SQ.FT. � � -► � 1aO. 3C.' YO BVI L_L 1�./^5 fl. PROPOSED BUILDING AREA - \ EXISTING HOUSE 900 SQ.FT. / E L• L. ADDITIONS TO HOUSE 384 SQ.FT. • G�rL 1�`i I'� l r t J l 12F�. $3r TYPICAL RECTANGULAR SEPTIC TANK' TYPICµirYCHRIc Pool ( nP�i LEACHING POOL DECK 418 SQ.FT. ra.*U ( _5� '• i 4.g'T STEPS 108 SQ.FT. GAIM__ ------------ ,,,,,•r".. I r w.,r.. FIXED DOCK 2 048 SQ.FT. 1I / r---rr•--- W IA/ 1.� / 1N-�-•� W� I� / � IA! I .r t. _ I CONCRCK COYER - Cp1CMTE OMR -- •ma W--,T E1- \` � .� '�� ��' CONCRETE 15 L• ��h� 6.L. FUTURE BUILDING AREA I - I s•s' I Z ,$' EXISTING HOUSE ( )S � l- ' i O -�+ viMs � �,,•,� EXISTING FIXED DOCK 240 SQ.FT. _ I `a+ -' I «•- EL- -1 WITH ADDITIONS 1,808 SQ.FT. X FUTURE GARAGE 578 SQ.FT. •^ M" ^" ,t FUTURE BREEZEWAY 105 SQ.FT. FI.-1. FL.• Eu ' s �> -� 0000® 1000c:3 2,729 SQ.FT. ^ �'�• - ....... o !/ 000C3 / 0000 `\\�4 -�- �+� F 1 u• �� ,� K r LOT COVERAGE V4 .tom � ' �� C/ �t�• 14-00" , H,1 v+« (�'; 4,r Gam• tl+• I'16'"r f J b o _ ; EXISTING 05.1% /�� ���(� �'( �L �'�`� �Y�•../ \ If6Y� 1'2.50 EL. g 9 W w PROPOSED 08.970 �.C�t �/ G•1. PIPE. w W FUTURE 11.970 � ,:", r , ,� � � 111N. LEACHING V\ ?` caK LEACHING ;\`' I Nv E` S Nom. cawY SECTIONS + v SECTIONS LOT AREA; P D T 1 a. 1 i �' +� n r, Y!"r"' rr I UPLAND,WITHIN I. E L- V" �" t� - EL. 4.3 I J DEC JURISDICTION 12,738 SQ.FT. � y L. 0.4 c:_y ., El . �.4y•-� J .1 IMPERVIOUS F_L •"'Y " LOT COVERAGE: .��/h` : N - Z ♦ �G //�l ti• 7 o' vww•n w,a...rt+ un•,n•w war..". o"n-.r>�m,c ac.+t-s rro a..fY rn u wnara to K au•we r-o wva UPLAND,WITHIN X11 V IF- I �v l�� t"�1.4'r, DEC JURISDICTION I 1 G 14 �iA• 1'r9 1 p,'pl ri r'Y6�1" 1E tia 1 t I ti�� 7,�E9I > EXISTING C5.5% ' /i'.,r1. G' /A E-S!••1. - - - - . 1,09.9 Cfi A l.. �E P'-t'I G 'i/.Y-!v- Z-- ' PROPOSED 08.4% r r>h c'i l 11G /r�AX� FUTURE PROPOSED 13.8% NOTE : of TITLE fi (� 1P A l�� � 1Z•,�.T � C� f`I S THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN a�vuN GAR R ETT A. STRANG /A A L C. N �`-� [Z�� 1 �✓' �1---� � � FROM A SURVEY MADE BY JOHN C.EHLERS,LAND SURVEYOR, _`_ r��,ti e � �ZI A. 9�F� RIVERHEAD,NEW YORK DATED: JANUARY 15,2010 LOCATION A. >t architect .� V--V-A 4' s+ /; .� 5 0 U T 1.1 � t-. t w*-1--1 1"%N/ Y.9 2.1L-- THE EDGE OF WETLANDS WAS DETERMINED BY JOHN C.EHLERS, +.- - ��� , LAND SURVEYOR,RIVERHEAp,NEW YORK,USING BACARUS BUSH F; -.,,,--tom•i:� HAT E>'Ia J r'`' SCALE N T ftr REVISED DRAWING NO. THE IDENTIFING SPECIES. DATED: JANUARY 15,2010 � /' G`�'''' - - - 1230 Traveler Street, P.O.BOx 1412 5`31-11 1 ssu 1= -T- AS v -r-.> s Yo�ti 01=Ttz ric s; DATE 1 WSJ � Y.? T'z✓+,�T �j.- I •-rT�v,tP Southold, New York 11971 �- Z�- 1I 7-14-11 �,,p� �„PR� pE-�. -r r- :61 ✓ r ALL ELEVATION AND COUNTOUR LINES ARE REFERENCED TO N.G.V.D. 88 015244 •t` DRAWN BY 511- " ��_r- <<. _Y�-"�t���� s1gT Y ll ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 � ,�S 7-Za-11 e> --5u r�iA 1-� ;`r-e- OF ZONES FROM FIRM 36103C0166H SEPTEMBER 25,2009 s�.L e- : E 0 F rd Ell architect§quixnet.net PROJECT NO. t 01-11„r 1 - I z R EU rm;-/A. 1 ->; 10-17-13 I UE FO e- P!;,, P. I OF I COI:'PLY W17H ALL CODES OF NEW YO-rX ST:,I il & TOWN CODES 1'�t►` sae; � ' ;s) AS REQUIRED i ` - z 6 ,� -^ v„ iiUL •TV,titi L..�1 f cy (� .!°"1�I 1'E;K.O\YI.161�.r�l-•1:ZnG DATE: / / , B.P.;Y 4 { S6t� ToeG.N 6YuR-- a, I6." %'w/ ` ARD ? ✓�F�'tETAIL-S •P,Y, 4 I¢•-DIZ. 1Z-2► LG. F ' •pi/L.TT q� r-- Vi .'.i'..'' {VY.lvf�l'li\ivli, 1=d�_Ay71TID.4l- ON +^4 -?T. e-51t--U/A*4 111-t -W +T1r?N FEE: .-Lt` Ry: I►,r-o�i/.s � lo► ► .y/'✓��z-z✓4. __. �tntrs /L,5 ► tv-rt tom-.._ n,rrr.;�llt GoN/16GTlZ _ - -- YIN. �Lc9Jf� AS PE't; c91=! 15 1 E1-T9'i/Z' / 3 SGJIHv'.J w;t iRUS EcS NOTI Y L�UIL�� T D_PIV ;.,t,Nl' AT ��v►1>LcL �1-t 3/a" 7s G GPX 1-LY\vv4Prv. 765-1i3C�2 8/',t;1 TO 4 PIS FOR THE ' -TL-Y\x/17• D �f_ N.Yt G !i U t t7 +� k4'.6-1 tom-V_P> .YO FO!_L04'VIPJt; IiJSPECTIOtJS: 1.�,,,,,.•� ,a,,,.�-r,�..-.::-' 1. FOUNDATION - TWO RDQ\UIRI�eD A-5 R POURED CONCRE'1'Fe' 40 4 r. r c��ur^ti - 2. ROUGH - FF?^,t�":iPJG PLUMBING _ .PEGK1t`•IG i' . \V/.1►t- J1-1'-�'�.r IG;'=___. ' �-�,c�//LawiG, P.G. Fr.�v'T 1l.1G Sti�T.' FIQ,-2yGGK1N.:�._ ----- ---- 3. INSULATION ��Jlnl3=o"_/ntr•:.c; ��•L.:��v,„...- ��,a•t'1:�..-L��::_Pl7'rc•t> ... . O•• r�tG 1� rr tft. r-�►>_ 4. FINAL - CON STRUCTlC�PJ (v'(JST -x Q��S�rz • E COMPLETE FO. C.O. S i=P�Tt�1� �4,�'r, - •• e=tI-t: vti t SILO hE-At :.•:r:� 7 _ . ALL COPJSTFiUCT10"J SH?ti!-L P•,"EET THE I z 4 13`- a �.r.. V--"A tT� i toTl✓P __- REQUIREP�iENTS OF THECODES OF Nr4V I S'= I O'" ` '/ ��/la� ". ' PvsT �•//SGgG }-1 Llys t \VACS H GIL s1 ;' \ \ YORKK STATE. NOT RESPONSIBLE FOR r .� " Z=o' � =o�/ `'�' �'�8' S y= D`� G • O G.�N 1 atyGT017 t 41�� � DESIGN OR CONSTRUCT"ION ERRORS. 2`-o Z-8 G - G Z-S t 1 a5 "ar�>7 ,� ) .,, 1 r • + to :: +. •�, t .c.//LP_:�t7 J F 1 N G+, /- 'I _ i `+' I-'4' $ G/7!!i t-Ali"T �P ��-rs-� I •,r•,:•:• -.---1�,<��.�v_���_sem.c� f �:-r>~_,�•� ®�'�'UPAI�CY OR I 1 I I G Y T `:TYP]"U�s.r ' GI�Yrr✓tz_ (?. I � I � ` I n��,i t-.�••. E=RtJ-11`- { I , - - tt AGGZ TRFi/ T 'p zx1Z P 'T -� ao►�G. Tt1:>z �; fY tG/y1. --'X: a!X'-. rX,;:: j ' +l() r �urr_.1w,re- C USE IS UNLAWFUL t _ _ _ elm: _ :..._ . �'� 1 fp� NG r WITHOUT CFRTIFlCATE 5 -N \ • 1 1 n � r rr � _ �?+ -11•. _ ' �\�\\t'��` :' ''`\\ Y jn.`�j'�' � .. \ \`'� '� ` � �• \ \\ Y '�{1•-1. 42.d.� 4F OCCUPANCY e,- ' I-� . r 8.r I IA- -G`< ��o IG"!�"GDNG., tFtll- >✓w a: v •0 'gyp sa►�v�U r.5 t1 s r--r o N ro - �A -� N/t IZG, RETAIN STORM WATER RUNOFF I ���o - �_I _ - �G.' t. t� t/z 1 '-0" �G. .L>✓: I/z" -d" -G .L. E.. : 4.•,..L'-a., -, E��S t:..-�/�t_.-�---t•T --1 .,i 4�/�17�• nl d _t A•I A- I / -�-,1 PURSUANT TO CHAPTER 236 - � /I'_o") TYCO f OF THE TOWN CODE. `cQ p I�.$,r N d I �/ 4 4" I-4 4= 8 N O I 7 - 3 ?- 3 _o I -o A-5 ZX 1Z i'.`C: - -® ��„ TiFICATION 4- ZxIZ 4 -zxtz (_ _ 1 ��OiV ENT ORE _ _ •,x :al?TEOFOCCUPANCY GtczvE>z-) 4ttz�t�rz - Z,o 1 '1 4 -GNX .I_ L r 11. lL P `� °9 CE} 4 �" GDNL•• F ' 'Ffl USED l�• VV4TER L/�I-t-Y GO L, w/G"� 1;­x. " i 4 8" `�• +< <o ST/�-1 �- : 5=8" ' TEM C,aI�',n, ',- _ - " Tr9 F �' L5c7TT - N1✓ 4 I I _4 s'Y'iz 1 t-t 4 t-t_s O N Z�4"n Z4" x tZ" W - A_1 ' 11 ► " g' r-:o" f3' J01 1°<� l.•._• . _ , n G. FOG�Yl1-14 � Sfl� 70. I i, rr� 4 - v '�+�i�t�c.Tto1 i�Tv/ S',vFE Y.-K-1 e-�nx 'o~ _ I 1 ���> :�or� •� N�ia`f 1c�t-� , . PLUMBING - N �-s�ir`��-a-c' o� Z \� � p N h Lr,�. - - - - ALL PLUMBING WASTE N J I - N � :r.-`•c \. va�-:�F7f✓%S.TLI11`t.4' _ _. \9 rr J 'd' _ ` 1 v'X Y LY w T7C- t I Q ' �v/ p V ,` = Ge(fG-?7�F� , T I 4 Lus=fl .s/ }min-.11...E_:J -'T.7t �GtGf i.1G• .6.5 PE_, - - 1 '. coy: r:;° 4 r 4. s >� _ .. .. G x G 1 c�/t 1J \til.�L/-R`' d N� �: �� I �• .,- �\ i `N � ��� .a�t s TS-. vz-, t'-t- _- ✓w tom+.•--- -:_:v:�.a.GQ..-rrz E;�rE. I / o�: +tJ �'-r✓!.�-fZ-\ CtiT - �`�(� � I , - � „\ - r--- - fir' - � N �- I'4 - 1 I O ( . T'E::L t� / T t a ti.:l-..�} - I 4"0 GI!tJ G. rt-L 1.L_'b (��l.1rY Ga L. Z '7 x Q -f1� I r ° =0 l� z X I o.-Y.T•- L _I _ i >� >r ` \ 'sD i-r f�-- D 1-4 zx t P.T.'r I `p 1 -2 1?G, F_-re-. e 3 LO�., .+ �A t _ •� - - - _ti0 O I I I I _ ~ _i ' - I� r n.l_1Gt-4 .7 ' _ -l7vlTS • , -- "'tGES.T2. PT.�Ti .G1.e•7�.5� _ - I . �• Cll'L /is. 'Pti✓ TLss) TLr.."-Cl- . ' I R I Lli.7 •ttiJ •°' •r-'Pe>t-T c.-V T.7 4,. G GGA feJ:'>"[" �. _rT/�1 TG Zoe k� I _�' j�- l L - •' Y.G. h L4�1�- .i'�G \ ��•t Gr tL 1Z- T'J GG- n T' ' r KGs 120 �� I 4l LZ(�1�� 4l t� p. �..-I =� 1 -n► rib.� tt� ¢ Gvs/ �_. _ `.: $F_1_p%V p(� \ I I -.� + _� Fll�l� A6 ?: 7711 $'"U f_11p,PG. neGA\vaY i. >-11 . , •. r /. „ �/ : C` ^ �. / -'(n r G �G 4't-�-s"T � - t-.wA 4- 14' __G O I 5=D -- l \\ t J>J Y-rte 7t�r. _ ,. _ 4 g N O '\ \\ Y L -y \ �Q ;� �� i-4 :"rp�r :' • -m - -` \ S'x I & �SLIT`r ��SS \9 p� '�/`,S fes•/1L 1--1� �% '� I , v-r't , i (' \i Y>;}:'„ _ d ll -_ - N O I I N N c�N 1 Z."x Z.4"x S" FT4. `Q j ro } d1 � J _+ i7/�.tiT-L�-��1 G ':,j•J` � -� 4..'P G- SVT--6 Ian. A `�-Y P. 3 Gam. { ', _ __ 'i. .. 8 ? - 4 '� -O 1 -7 l' - �---� _ 7 \ - � - rr Z034 CONG•--FILL' T p grr I 1 - _ I�4 -� I -�-{�• �' Iz' t��- �ti��� mot... w/.t '� - 5'- 8 4 `� _ _ _ _._ - ir ('(1 __ , '3 1 'n't.�Y1..- � h 5 h- 1 �'�:�1/2- ---L-.O_- _ --- A' � _ G� ., A/L':' 1-.'�.__ •,� --1_ . . , 412t7t✓r� _� 3- ZrctZ �It�V.J 2 R- `-t-•{P t 1 'T 4,d G r71-1 G. �1 Llb r " •� , 1 I`4. �._ x t Z' mac, C-� c�t1 c S •t u' O Ltit-L �GUL. \�� T4 IZ.,x Z9 ./� 8., F-I-C� ,7 `�' I=¢` J �� 4/z x 8' x 1/4' Y-CP c_ LOl�, - 1„ 4„ Zx G P `C. "FO5-T' tsE.-r'� ,° +� I,-t7'j 4'� x v To 1' It• g,6 A-5 I ..� '11 ./. t � t <' o►•••:� t--r'�. �x-r SIJ s to N , �� , � +v G,.x 1�4 ;� � •; \ �� O '00 0 Me-T-r t I ' 1 2 t�eJ G. �� - +' p6 �j z-zye ITS IST. - -- I, 4• :� ! FTGr. �G�n,,v +\ FOUNDATION NOTES N 1.. All footings shall bear upon undisturbed soil having an assumed bearing capacity of ./ g '7 - 4 2> -O '` ? - 4 2- 4 -S % Z 2=8 �- 4 S "f'- G t=om Ll N P/�-r-1 v r,.l, - 4,000 p.s.f. Bearing capacity of soil is to be verified by the contractor prior to O 1-1 v"� l G " 'P.G- _ •>' � • placement of footings. �.O, Sz•o. I '1-ov T I i--! 4 S E.-`r 3 '� _?�Z� -�v�=----- / .. 1:Z '- 25"' ►3 'Z ! l/\►►-!• t3Et.-v�� Lr iz,�t'7 E-- 2. The Contractor is to verify all field conditions prior to beginning of construction and is to report any and all discrepancies to the Architect immediately. . Y iE b•-7'i=.:E.,AT� T Y t'�.t.Gh-L:_�7_.Y�-G H__-. e '4. 1 /- 11:5) � /t'S I-•�l�U 1-V--- t� �-�s•r�r t o-rGu _ _ _:crrr=�:r r ��rso r`t_.....: _- - '�`� 3. All construction must comply with all,national state.and local codes, latest editions. , to•<v', YG 1_•S:'>t]:z_ .pd L•�< h U t--Y- •-- '"' " .�er All concrete construction must conform to the American Concrete Institute's �` •��' { ; G "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318, latest A ��TS �.tt'� __ ��� ;. ,\\ \ \, ,: edition. A5 A-� A'.5 G l 171= 5 `i 3/4 R�L 0�v ' ' I ►� tr_-g --- -:-. 5. All masonry work shall conform with"NATIONAL CONCRETE MASONRY `r T, r�t= F•P `r N \�I&-L _1. " ASSOCIATION STANDARDS latest edition. /,� '. ••'. -. - 'a .'Sl/.\Ltyo' ... GG'.-... T'3.h7F..(1R1T7►-E.:._"-----_ x ,' iT SaQ �,tsg h14 7 .y 6. The ultimate compressive strength of concrete at 28 days will be: . :`\�/ GO_! lG•. Il-l- 17_____. Foundation&Footlings _ 3,000 p.s.i. Floors & Slabs p s.i. J�U n • Go -q Ll�r _. t'4dT I t4 s /� r //� e�- t� 1 17. All concrete slabs wilt have excpansion and control joints as required. Li t�;7 /�\ G-� / \ `"{ �/ + 1�} 'a •' s '.� S r-1 ow N r•r-1 !/ _ _ ._ •o fit_-�w1 F�t='-T .- nl-is p( ��T 3._v.. .•^, .• (7/Lit 2: (Ss-c_t_O_� 1-- 4ir aa-. . ' . s �tI• / T-"'' - 8. All foundation walls must have diameter by 10" long (minimum)galvanized anchor bolts for P.C.foundations or't 8" long(minimum)galvanized anchor bolts for C.M.U. foundations with 3"x 3"x Y41' washers and properly sized nuts spaced no greater than 61-0"on center with a minimum penetration of 7"into concrete or 15" into C.M.U. 0 o d 4" in f ion wall, 12"max.from corners t and 6"min 12"be from ends or splices o pates. An It place from face o foundation om t 8.'. All post footings must have piroper post anchors"Z-MAX" coated and imbedded 10" (minimum)into concrete footiing TITLE 0 -}��, '� �i •�( T r RED AF '1'O Y H G 1 NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE � �SS y�TF GA R R ETT A. 'STRAN G /A A L-a N E7- SYSTEM tz�s I T7 Ir- M �� SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL. SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIGUOUS DOWN TO FOUNDATION 0.� TRq WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. c>� architect LOCATION 14'7 S 15:2/A I-I-H -� � I u � N d 1Z.-t' H SvUT ►-t ��� Nt-_�� �o NOTE: Contractor to provide and install '/2" diameter by 10" long (minimum) galvanized anchot'bolts for SCALEA6N 0,*pp REVISED DRAWING NO. minimum galvanized anchor bolts for C.M.U.foundations with 3"x 3" x'/." NOTE: H` 1230 Traveler Street, P.O.Sox 1412 10- 17.1� 15�u,; >•� tz-- 13• n P.C.foundations or 18 long (minimum)9 .., V DATE washers and property sized nuts spaced no greater than 6'-0"on center with a minimum penetration of 7" PROVIDE MULTIPLE PLY FLOOR JOISTS SH GIRDERS) BELOW POINT LOADS FROM FLOOR Southold, New York 11971 I �' 17' I '3 i into concrete or 15" into C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max. ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD I'Tq;F C 015244 N01�o\z`� ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY G A from comers and 6"min-12"max.from ends or splices of plates. 1 CONDITIONS. _ architect@quixnet.net PROJECT NO. oFlo ELECTRICAL NOTES : NOTE: 1. All electrical work Is to be completed by a licensed electrician and Is to comply- INTERIOR WALLS OF ALL BATH AND POWDER ROOMS SHALL RECEIVE 3-1/2" UNPAGED SOUND with all National,•State&Local codes in addition to Underwriters standards as they " apply. Electrical work must be performed by mechanics skilled in their respective trade and shall present appearance and function typical of best trade practices. DEADENING INSULATION. Work and/or materials not installed In this manner will be repaired or replaced at no expense to the owner. 2. Electrical Contractor shall coordinate his work with all other trades. Verify all fixture, outlet&equipment locations with Owner prior to commencing work. Coordinate all work with Architectural,Kitchen Cabinet and Vanity drawings as well as all Appliance and Equipment locations. 3. Provide new underground electrical service of 200 amps minimum or as directed by the Owner. Service to be mounted on"H"frame,located as directed by Owner. G 4. Provide service entrance and power distribution equipment as required. All AS conductors shall be copper. Main breaker panel with whole house surge protection device is to be located in basement with provision for future generator. 5. Electrical system is to provide adequate service and circuits for all imposed loads I % 12 -4" G and equipment as required or directed by the Owner.' �l � - F_X I s-r 1 W 4• A-$ 6. Electrical system Is to provide adequate service and circuits for future exterior 7�z' '� - 9 " ►�3 4= 9 3' 4�-9 I 7 loads,le.,landscape lighting,dock power,etc.. Sub-panels are to be located in the basement for future garage or as otherwise directed by Owner. 6. A-5 7. Wiring Methods:Above slab, use"ROMEX" or"BX" where permitted by'NMIer sil," .r bo State and Local des. Buried or run to slab use rigid conduit. V If 8. Provide.Ground Fault protection circuit breakers or devices for all exterior and 2-ZXG Z- LX G J :\ •� I 4'_ S "W.P." receptacles,those adjacent to sinks or lavatories and as otherwise Z-ZXC ' I � x O o N I -a- required. N — OI - �,- - Q— _ - - - - a I I ���w 9. Provide adequate receptacles and connections for all appliances as well as venting CAI OP V of clothes dryers and exhaust fans to the exterior of the building. '^ ,^ 9 10. Contractor to furnish anti install a complete fire,carbon monoxide and gas x . I I I _ t.�I`/ 1 �-1 G % 9 • ' A-fe detection/alarm detection system in compliance with all code and building I � 4 I I� x O, S7�GiV e 7%Z" 0 - - -o p`•N - - - _ _ ,� - department/fire marshal requirements. `p(} 11. Electrical Contractor shall furnish a Certificate of Inspection from the Southold S - O" ( � Town Electrical Inspector upon completion of the work under his contract.Such " G.'-O Hca 0. 2-G 3'- fi �-3 z �� certificate shall indicate the approval of the work Installed and of the complete ��► I x Y I 3 I /I v 2_ I '-o" G,- O•. I ' electrical system. - � N O gz x S% ,z �.o.ii�� 5% i to 13 1 J4 - - �_� � W 1-14 2 x 1 o tz o @L N k , _ - -0- 0 - -p __ — N 5 I I A'S �• 00 I ` %5-D� G'- O 2=8� t V IIx \e w - "* �51 Z S Z 4 N qe VN 4S5 NO N O I h _� AL O Iv �fj/\c�t NDL _ +Y �iaa� L�+ �IVGE x -� CC I, 7 , p 2-ZxV 2-ZxG I Z-ZxG iz-ZxG + - - — �, p I v ,e -,��8 �, oil ti' %,�' 4�8 a N w• i % Io --I ------- - - 13�/Z>< s jL�ntGi�otra.,\ xl �� \ \.� '_p x ��L- 0 1✓-1' 'Ixel `0 N t z-2a� z x ,o tx,/R ; . K1 Z x 10 F-/tz- d N � � - I �- _Q ri ♦ Lk5 +� I .1 `NIS x '�t�TJ'�'-��t9//� , „ �„�� 4 �.8' 2- i X N c!1 (u A I a N 2- Z V / N Z- ZxG. i 2-2>< 1� 4 Q I I I I I I ( I •0 I I IZ 0 3� /�p�SY�10- ,1 POSY ao O O f X 5� f I Ps�.fLx tt i' P�E,b t� c7o /..4— X I� . 20 P l/T X : I I I P3T ��Y1-1 Psr. eo I O O N V G� it 7=v 4 © i Z: 4„ G„ r ,. Z8 - 4 , O DDN NV V N N Z-ZxG 1,4 N 7 TZ/21G" % ' z-zxG z-Zx4 z- zx4 .._ zx� G/.� ( 6 - % N o ,5 �•'S G� -- . Z- ZA.40 � 7 A-I - — �-� .� O f _ $'"G _ - O - . - }�+ .. 5 P - �!/`O:t�E✓. �' C,O. 7, �`t'G G.`1"�t�- ._. 5=0" 2,-g/ 3.62 � ' o" z' 8 g` o" z- 8 �.v/ t �'T"r� V-`C c���►�-- ut� A,5 A5 A� 1z,o. , o. G7[L-P ti� G �u 1 'T-F-4 G�7 Ll/x•-H 1'T,l ><�,ti G T V c -t't o ►--► mac= U I;>✓� 5 A-5 A-5 c V L'101 V V ✓ _ ' NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL NOTE: NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. PROVIDE; MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS) BELOW POINT LOADS FROM FLOOR SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIGUOUS DOWN TO FO_UNDATION CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. "PECIFI N STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. CONDITIONS. NOTE: CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL OPENINGS OF THE BUILDING,SELF NOTE: All bathrdoms to have recessed Nutone medicine cabinets,toilet paper'hoider,and LEGEND TITLE 'P (z, ,P c:7 vj ,A lr T fZ. A.T 1 t� 1�-�'-.a ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION towel bars with style and location as shown on the drawings or as directed by Owner. ��R ° A GAR R ETT A STRAN G �� -r H � PRODUCTS. INSTALLATION i S TO BE IN ACCORDANCE WITH MANUFACTURERS All bathtubs and or showers to have stainless steel curtain rod properly secured to wall _ ��P��E�T TRgT R /�A t- v IJ �-Y 1Z ra 5 I b e, N L SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. or door/enclosure as shown on the door schedule oras otherwise directed by Owner. EXISTING WORK ,. � � � LOCATION Provide all necessary blocking in walls to accommodate installation of above accessories. TO BE REMOVED •-----'= architect 14 s s /� I SCALE (REVISED DRAWING NO. EXISTING WORK _ �� 1230 Traveler Street, P.0.13ox 1412 10- 17- 1� 1�5 U c" ri:7 V- •�. r. TO REMAIN DATE NOTE: NEW INTERCONNECTED FIRE DETECTION DEVICE Southold, New York 11971 CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, _ WITH AUDIBLE ALARM INSTALLED AS PER CODE �� 015244 ��, ot CONTRACTOR MUST NEW WORK TO _ �qrF DRAWN BY PRIOR TO FRAMING ANY ROUGH OPENINGS WHICH ARE TO BE PER MANUFACTURERS SPECIFICATIONS. o w ph. 631 - 7ar - 5455, ui et- - 765 - 5490 .1 , : . BE INSTALLED architect@quixnet.net PROJECT NO. I O: 17 T=:,4:4 Z zx 4- 1-, -IC7 A- A-5 47 V I--V?- yC --r i L—x e— 1-4 6�7x- 'r 1-11rw V, 4- L-jl�/V-7 •rz— e--- A or EL j -!s,H C�, e-,01,-r(4 1 ----------- A,�> ------- - - /�,!9 L- 1 f�4 fT ---------- N J\ N< y T 71 !1 11 11 1! 1 11 t-4 4::�r V-1 /31- rr__ TIT _ o�v H-t t.� O �./ r 9H 'F Ve,- A I V---r A-r-T-I <:r M rF fe--rC) 07 LEE-: mmmmmmdlm A A- A-5 XA--5 .:f 51 6�1-1 6> L4 C-- (-A k �-A<:.t IL,!5;- V-f G-412-U I EGD E::- t e::;, F M-1 >d- -T-a_�= Z c_ .4 a;, 1 14 f-�4 eft F1116- L"OUVE L-;11 Ar "V/ 164 6 G-e--v- FA--:5-C-i vo I (�C-A -r`r Ft e-,d I 2;4es T-111e-- + f7 a !�F1 I L E>� 5 t G ;ellt 4- _. �. _.'� �4 � ::.'` .�.�' . ,. Z - S GO//1.1�L� �.. f,--('T -"�`C PlG�-t-.r �A V A TITLE t;P t-4 !!5 ... NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BELSy- NOTE: D BY GRACE OR GAF ED Vs Tv k-f GARRET' A SPRANG o6,.1,&07�4 V� 5,46, 117 Vr 4- STORM GUARD"AT ALL RAKE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. STAINING. LOCATION 14 7-s' 6 architect 6 a U-r k-4 0 L,V? I4 E—N,:,/ N11(a`Z_Iz— NOTE: SCALE REVISED DRAWING NO. NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH 1230 Traveler Street, P.O.Box `1412 1 7 1 -5 1 !L-,-S-- U r., FO V- 1?;;,, r. CONTRACTOR IS TO SUPPLY AND INSTALL,AT ALL OPENINGS OF THE BUILDING, SELF MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH DAT ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE 15244 Southold, New York 11971 PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS IMPROPERLY INSTALLED,WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. 0 ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY F N 0 �7;1 SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. PROJECT NO. architect@qLiixnet.net A,401" t `T��r �� 1. .� 'F"L�-��F-t y a•_.t G,r - . te x t �.Lh A-5 -- :-- - lot ---- - _ HLAs t-I ► 6j 4 _--__/X��T�2Cis ti... 5 Z��" C- �,+s�t7 t^ tZ .a.s ____— - —- --- — - -'- -r,.,�►p --�t=E 77__'T_'��?.- --- - �-� - - ��--�� '1'x'1-•1 —1A -- - _ U 1-4 1 Y I •$�4 � 3 '�'V � � j?V.lam. V-4 - �./t i-d t7o 17oa iZ O O 0 -T-T--I N I' ter♦u + T-�e-- ! i 1rA-. t c- 1 f-4O 0 M • A-,5 IIj L�l 1z--_ 7", t- I 5G�- LSE. - 1 /<i• " = 1 '- � " A-5 A-5 1---t��� �t� t=..-X l�-Y l ►-1 4 r✓flo �yc t - � cam'x .'t' �.z�\�JO v' `� H >r:.--,E.�-T�-� � F-•-� _� -- - p,5 N O Y G•l� o N F-_-r�.•rte.-<-'•, � � z: f=• � --- - � l=��G-'t r--14 '�'��..' `P't_._../�--• 1--t 1��J� `TSN LO\1! -'f TGf=! n 'P 1_._��v a� © �►-r fr�.-r't•-1 { t�..s,�; I��-t'is._.t✓�h-T I � r•-•-� •��r� 6`° F -- 4 — { ti-rr-rte- - 1 e---jr-_7 �- - _ )=L�•..5." I" . �1. /sZ3- G.J. ��! d �� I '� 'S'\/G 1 1-4 G O L- i �; ,.I �, �._. �u�� �r ;.rsG iC.it l �f N� -r`•t'1'(G/a.L__. �" v E: ,..r� �l>-+ 45'�>= O 1 O t-i s=✓,--L L-=-- \ �..� ��..•�i �y% G-� til g n��' f�c_>= — ---— ----- — _ S 1.4 v-1- F-- Q I ! N -r` S C w•►s. Nn�LEEfl- � 5► z ���-rIz Imo_ �G•10- a\,�/ k--r I_ t— • G.Iz A El W � 6 --T- e�- L,- I V TITLE '�� � �'I� A NOTE: NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE PROVIDE AND INSTALL`'ICE K IN WATER SHIELD"AS MANUFACTURED BY GRACE GAF ED R GAR R ETT A. STRAIN G BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR �v�S -lj STy/TF , 'Tc7 T 1-Ir �. STORM GUARD AT ALL RAKE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES N ROOF PITCH. STAINING. �Q� "� ;I LOCATION/^ �l.► � architect 14'7.5- s /A► �� -��- I ,. N o ,�-.r M .` 5 u ->'1-t v L t7 I,a ���✓ v Iz 14— NOTE: NOTE: SCALE '�� REVISED DRAWING NO. 1230 Traveler Street, P.0.Box 1412 JTE''" T -- 17. 13 r s S u G. ' F, ¢ t. r. CONTRACTOR IS TO SUPPLY AND INSTALL,AT ALL OPENINGS OF THE BUILDING, SELF INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH «t« DATE ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPER,L.Y FASTENED WITH 015244 Southold, New York 11971 l z _ lam' - 13 �,,i PRODUCTS. INSICALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE �TATF�� N�{� ph. 631 - 765 - 5455, fX. 631 - 765 - 5490 DRAWN BY G A SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. IMPROPERLY INSTALLED,WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. architect@quixnet.net PROJECT NO. NOTE: NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE NOTE: 'INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH NOTE: PROVIDE AND INSTALL"ICE&WATER SHIELD"AS MANUFACTURED BY GRACE OR GAF MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL "STORM GUARD"AT ALL RAKE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. STAINING. CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE CONNECTORS MUST BE-GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY IMPROPERLY INSTALLED,WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS„ zx t� rZ 7�` Z 7� 2 L I A-3 e- of �A_3 f t✓E C v t-4 r Z x l .Zxtz- tzl��t� Z n a 1Z/ -1 P G E- 1-r-t_YO}4 t� A"L-IUL l i I Z 1 `T 7 10 Z x l ? Z x 8 E- A- HO ZrG G. J. Z-Z <IZ 5 1/Z. x 5 Vz = _ ' ! 4! //�lGiZr:L.s-//ti 11. i _ O �G�►�F—� 1 /4-•. 1 ri 10— � �� �.J• 1 G"Virg-• 1,� r7 X I z x� F.J. IG •ci�. Zx 1� P`r j Z x 8 � e�• • / '.�.�� :..�5.. �..�.���.. 1� -/� ' Gr l e e��-- I� ��- 1 .. a?.t--�__-tom',t.._�. 1--1• Y yes Z- -SE!C-m u I tZ�C .iI-t �P—: � •-G'1ryG� ; 1 �-'' --�. sir-_FL-r,._...�/3...s.G.c/►.:-=_..."'._ .moi 'f E-�-1/`'P� tr�G.-.}•,�,.. .. ...... 1-{:t�iCs:•39�.:;'�.p,.!�' ...f-�p':_T.'I�1?"`.. - I I-4 �- _ _ _. MVV _. ...._. ...e.r n'.t�� -r�...�• %r---� ' �-vG,rte-I.r--r Gm A „ _ ._ �•, sG�.1r t. 1/4" = I '- �" der---a' -rte�..�..� --s. . . _ :. . :.... -�': r � P v G �,a c t t-a�, .:-.. H- NOTE: CONTRACTOR IS TO SUPPLY AND INSTALL;AT ALL OPENINGS OF THE BUILDING, SELF NOTE: ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS PRIOR TO FRAMING ANY ROUGH OPENINGS. SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. -�.c.mss•—t�....�....: . 4/Z . ._ 1 �/J.._._.. ,F Jc3-zxG 1 t7G E I-A r-A 7 5`-PJ r— Gc L-3/.s.-re-t L 1 I7G t=- �rc tZ- �-r2u�,�e� �N 5/S Gt>� 1�c..`f�vt� �f-lE ./�►lt►b-►� z4 G G v - t�'(.[a.`T'1;� �' � G lv [�'/rte•-- � 6" %.- .. 2 < G 12 1 �K Y�►��+�-' � `t� i / •t't.-iz GJe�r ,� 1 � tj 2 x A- V- - / I V-H4 'tel 4- /ti t G 2 c�L/�•//� s t 8" "/tom 3��L X S%2- 3'/Z x S�/2 L/--//\ - Y�� Z- G � 3% K H 1�s I H�a p 1.�tZ Z 1-1 /�s� s� o w i J e o r+ 4 l rL a E-tz- i I +c 4 d 2 x 4 3��•�wc�c. , 1'" 5`C'�.1�1� \v,s. tet.. Ft.oG Pt%tL o\vN>:cz- �vr�n- t� 't'r✓t� ovtNt� I �4 '0 ra�-t-'l TI�1.<< t;,--•A4-1�-t �9I x o z x j�-r. 'p _ , ±7 0►J z K f: -s. I , J. I �•,`/v Tw<, D .J. I 00 _111in / .1-01-Az I 2 x 1 z P, t G x G Y -r, taw t L •• � 2- z.�c 1 Z P.T ' 'P11-•3 E—t_ 'P'U[�-- L�GG Fr f'� �t t�G� fv�a-!- Gr 1 tZ-I7 d\:V(-1 t— --3 LflG tG, t LL J `� -Z x I Z- GIs✓c71✓iZ N>✓�v 2 K S F. J. Z A-" ��� �aj�-r W G E F-1 41 t_v E tZ, e2t -- - , 1 }ms s✓`,! ;-1— F-J. Z- 4 X 6-0 2 1✓ 1 5Yt til Gr 4- C: ""/�� 5� F.,J . -ru C C:- Ole— S� I F %-G. 1 t-1 <e 1 `- 1 Z' of �r-Flom, IvX`�� ►-1 �Q� ( �3 c- l \�/ �-iv�-r 1=K`�Ci Z•ri e-- ,•, e (� '/ems S P, e 1 t-t ► S 1 Z" �� �-OP--t g'" x l 6 'I' /loll %Iu T-I . __1 - - �,.. t,.- G-• �lr/��..tom_.,:-w 1//�Ste© �=- '131 <Z 1 ry�'•- - `C-`>'1� 'SG�L1✓ : 1 /A-., I '- � •, � G/�-\.'E. f /fes D '-� ED A y/TF TITLE l G� �-1� A I-, GARRETT A. STRAND NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING NEW INTERCONNECTED FIRE DETECTION DEVICE NOTE:, ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SYSTEM INSTALLED AS MANUFACTURED EY "GRACE", "CARLISLE" OR APPROVED EQUAL. WITH AUDIBLE ALARM INSTALLED AS PER CODE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION V. LOCATION 1 475 5/� I �I-1 -� iz I U'G t--I U O T+-4 WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. architect SCALE ��U T REVISED YC� � K�DRAWING NO. 1230 Traveler Street, P.O.Box 1412 o-t�• t 3 15 s u c- F�tz Pa NOTE: Contractor to provide and install '/Z"diameter by 10" long (minimum)galvanized anchor bolts for �c-` P.C.foundations or 18" long (minimum) galvanized anchor bolts for C.M.U.foundations with x 3"x.1/411 NOTE: 015244 Southold, New York 11971 DATE 1 O. 17 - 1 -b sized nuts spaced no greater than 6'-0"on center with a minimum penetration of 7" PROVIDE MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS) BELOW POINT LOADS FROM FLOOR f OF la��l ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY A - ABOVE washers and properly Iz d n p g P AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD -_ 4 4 A S into concrete or 15" into C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max. CONDITIONS. architect@quixnet.net PROJECT NO. from comers and 6"min.- 12"max. from ends or splices of plates. V GENERAL NOTES: h I ` WINDOW SCHEDULE FINISH SCHEDULE SYM QTY TYPE R.0. SIZE GLASS VENT "U" MFG.BY CATALOG REMARKS 1. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation'— SQ FT. SQ.FT. VALUE Code, latest edition(s). ROOM FLOOR WALLS CEILING WIDTH HEIGHT CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE BASEMENT LEVEL A 3 DOUBLE HUNG T.0" 4'-1". 8.03 4.51 0.38 400 SERIES TW210310 PER OWNER. MARINE/COASTAL UPGRADE AND IMPACT 2. All Electrical, Plumbing and HVAC work shall be governed by all National, State and Local.-Codes, WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE latest edition(s). BASEMENT Painted and/or clear sealer, BS eer Owner Unfinished Unfinished VINYLCLAD ANDERSEN WHITE SDLGRILL LE B 1 DOUBLE HUNG 3'-0" T-9 7.23 4.06 0.38 400 SERIES TW21036 ER OWNER. /O . MARINEASTA UPGRADE AND IMPACT FIRST FLOOR LEVEL WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE 3. Contractor to supply and install fire detection devices on all levels as per code and carbon CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&%h" SDL CUSTOM monoxide detectors as per Suffolk County Sanitary Code"S760-102111. LIVING AREA As directed by Owner As directed by Owner As directed by Owner C 1 DOUBLE HUNG 2'-8" 3'-1" 4.84 2.78 0.38 400 SERIES TW26210 PRAIRIE GRILL. MARINE/COASTAL UPGRADE AND IMPACT WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE 4. All connections of water supply lines are to be made with lead free solder as approved b Suffolk CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE PP Y PP Y DINING AREA As directed by Owner As directed by Owner As directed by Owner D 1 DOUBLE HUNG 81.01. 4'-1" 6.9120.7 3.9111.7 0.38 400 SERIES TW26310-3 PER OWNER. MARINEICOASTAL UPGRADE AND IMPACT County Department of Health Services with certificate of compliance provided upon completion. WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE r KITCHEN As directed by Owner As directed by Owner As directed by Owner E 3 DOUBLE HUNG 3'-2" 5'-1" 11.17 6.20 0.38 400 SERIES TW30410 PER OWNER. MARINE/COASTAL UPGRADE AND IMPACT 5• All showers and tubs to be equipped with "scald proof fittings. WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE 6. Contractor(s) shall verify all field conditions and dimensions and will be responsible for same. Any HALL-ALTERED As directed by Owner As directed by Owner As directed by Owner F 2 CASEMENT 2'.5" 4'-1" 7.20 6.80 0.36 400 SERIES CW14 PER OWNER. MARINE/COASTAL UPGRADE AND IMPACT discrepancies shall be reported to the Architect immediately. - WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE EXISTING BEDROOM & CLOSET As directed by Owner As directed by Owner As directed by Owner CLAD G 3 CASEMENT 4'-9" 4'-5'/f" 16.00 15.00 0.36 400 SERIES CW245 PER OWNER. MARINE/COASTAL PGRA E AND IMPACTANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL 7. Contractor(s) will cooperate with all other trades and will complete work in accordance with best WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE standards and practices. MASTER BEDROOM 8, CLOSET As directed by Owner As directed by Owner As directed by Owner CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE H 2 CASEMENT 4'-0'/:" 4'-5'/," 13.10 12.20 0.36 400 SERIES C245 PER OWNER. MARINE/COASTAL UPGRADE AND IMPACT 8• All dimensions are nominal and take precedence over scale. All abbreviations are standard. ENTRY a As directed by Owner As directed by Owner As directed by Owner WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLOSS&SDLGRILL STYLE •• •, J 2 CASEMENT 2'.101/2" 4'.51/2" 8.40 7.3 0.36 400 SERIES CR245 PER OWNER. MARINEICOASTAL UPGRADE AND IMPACT 9. All items of work on the drawings are new, unless otherwise noted. ALTERED BATH As directed by Owner As directed by Owner As directed by Owner WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE CLAD ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE 10. Proprietary STAIRWELL As directed by Owner As directed by Owner As directed by Owner K 2 CASEMENT 4'-0'/:" 2'.5" 6.40 6.00 0.36 400 SERIES C225 PER OWNER. MARINE/COASTAL UPGRADE AND IMPACT P ry names identifying items of work are used solely to prescribe standards of construction. WINDOW STORMWATCH RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. CLAD ARCHTOP ANDERSEN CUSTOM WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL STYLE As directed by Owner As directed by Owner As directed by Owner L 1 CASEMENT 61.01/21, T.6" 4.9114.7 4.619.2 0.36 400 SERIES 3 PANEL PER OWNER. MARINE/COASTAL UPGRADE AND IMPACT 11. All wood frame construction shall conform to the American Forest & Pa er Association "WOOD FRONT PORCH WINDOW STORMWATCH ARCHTOP RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE P VENTING INSULA-DOME POWDER COATED HEAVY DUTY ALUMINUM FRAME WITH FRAME CONSTRUCTION MANUAL" HIGH WiND, latest edition. LOFT LEVEL M 2 SKYLIGHT V-101/2" 3'-10" SKYLIGHTS 22 X 45-112 INSULATED SAFETY GLASS.KEYPAD CONTROL SYSTEM 20 AND MOTORIZED PLEATED SHADE AS PER OWNER. 12. All high wind resistant structural metal connections shown on the drawings, or required by code P-N-P VINYL P-N-P WHITE VINYL,LOW-E GLASS,WITH SCREEN. LOFT As directed by Owner As directed by Owner As directed by Owner N 8 BASEMENT HOPPER 2'.8" 1'-8" 3.0 1.0 0.34 DUO-CORP HOPPER from the roof to the foundation are to be manufactured by "SIMPSON Strong Tie" and be "Z-Max" WINDOW coated. Connectors which are near, on or below grade must be fabricated of type 316 stainless steel. 13. All*wood framing members shall have an allowable extreme fiber stress equal to or greater than I ! structural grade Douglas Fir: DOOR SCHEDULE Fb=875 psi Fv=95 psi E= 1,600,000 psi SYM QTY TYPE SIZE GLASS VENT "U" MFG.BY CATALOG REMARKS WIDTH HEIGHT THICK SQ.FT. SQ.FT. VALUE # 14. All pressure treated wood framing members shall have an allowable extreme fiber stress equal to or EXTERIOR SWING AS SELECTED AS FIBERGLAS,INSULATED,LOW-E H.P.GLASS,IMPACT. - greater than structural grade Southern Yellow Pine: 1 ENTRY WITH 4'.4" 6'-10 M." 1-3/4" N/A N/A 0.33 BY OWNER SELECTED RESISTANT,FULLY WEATHERSTRIPPED WITH FULL SIDELIGHT MIN. BY OWNER VIEW STORM/SCREEN DOOR,SOLID BRASS HINGES EXTERIOR ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL Fb=875 psi FV= 85 psi E= 1,400,000 psi 2 2 FRENCHWOOD, 6'-0" 6'-8" 1-314" 23.78 14.72 0.34 400 SERIES FWG6068 STYLE PER OWNER. MARINE/COSTAL UPGRADE AND SLIDER STORMWATCH IMPACT RESISTANT GLASS COMPLIANT WITH NYS 15. All "MIcrolam" and/or "Parallam" headers and girders as well as "TJI" joists and beams are to be _. BUILDING CODE designed an(; manufactured by /LEVEL by WEYERHAEUSER. Installation must be in accordance INTERIOR HINGED LOW-E H.P.INSUL.GLASS,&SDLGRILL STYLE PER 3 2 FRENCH 3'-3" 6'-8" 1-314" NIA NiA NIA CUSTOM MADE NIA OWNER. HARDWARE AND COLOR PER OWNER. FULLY with manufacturer's specifications. No substitutions will be allowed! OUTSWING WEATHERSTRIPPED WITH SOLID BRASS HINGES EXTERIOR ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS&SDLGRILL 4 1 FRENCHWOOD, 2'.9" 6'-8" 16. C 1.3/4" 9.20 14.40 0.34 400 SERIES FW02968 STYLE PER OWNER. MARINE/COSTAL UPGRADE AND Contractor(s) is/are to follow all manufacturers' Instructions, shop drawings, as well as installation OUTSWING STORMWATCH IMPACT RESISTANT GLASS COMPLIANT WITH NYS manuals when installing any prefabricated item(s). BUILDING CODE INTERIOR SWING JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH 17. Floor joists in altered bathroom areas below tubs are to be doubled. 5 2 MOLDED RAISED T-0" 6'.8" 1-3i8" N/A NIA NIA PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME. STYLE, PANEL PREHUNG MFG.,HARDWARE AND FINISH CONFIRMED WITH 18. Floor joists below all bearing and parallel partitions are to be doubled unless otherwise noted on.-the OWNER PRIOR TO ORDERING 1 9 P INTERIOR SWING JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH drawings. 6 2 MOLDED RAISED 2'.0" 6'-8" 1-3/8" NIA N/A NIA PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME. STYLE, PANEL PREHUNG MFG.,HARDWARE AND FINISH CONFIRMED WITH 19. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting in OWNER PRIOR TO ORDERING rafter adjacent s ad ba t to an ht framing. INTERIOR SWING JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH Y j Y skylight Y ,g 7 1 MOLDED RAISED 11-81, 61-81, 1-318" NIA N/A N/A PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME. STYLE, PANEL PREHUNG MFG.,HARDWARE AND FINISH CONFIRMED WITH 20. Provide solid blocking on all joist spans In excess of 8'-0", unless noted otherwise on drawings.. OWNER PRIOR TO ORDERING INTERIOR SWING JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH 8 1 MOLDED RAISED `' V-6" 6'-8" 1.3/8" NIA NIA N/A PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME. STYLE, 21. All headers and girders are to bear on a minimum of 2- 2X4 or 2- 2x6 Jack studs with double floor PANEL PREHUNG MFG.,HARDWARE AND FINISH CONFIRMED WITH joists below, unless noted otherwise on drawings. OWNER PRIOR TO ORDERING INTERIOR PAIR JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH 22. Provide 1/2" moisture resistant gypsum board on walls and ceilings of bathrooms. Provide %1' 9 1 SWING MOLDED T.0" 6'-8" 1-3/8" N/A N/A N/A PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME. STYLE, RAISED PANEL MFG.,HARDWARE AND FINISH CONFIRMED WITH "WONDERBOARD"Or"DURAROCK"on all walls of tub and shower areas. PREHUNG _ _-_ OWNER PRIOR TO ORDERING INTERIOR !FOLD JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH 23. All firestopping shall be of an approved non-combustible material and installed In accordance with 10 1 MOLDED RAISED 3'-0" 6'.8" 1-318" N/A NIA NIA PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME,WITH all applicable codes. LIGHT, VENTILATION AND EGRESS SCHEDULE PANEL PREHUNG "JOHNSON"10 SERIES TROLLEY HARDWARE. STYLE, Location AreaNatural Natural Egress MFG.AND FINISH CONFIRMED WITH OWNER PRIOR TO sq.ft. Light Ventilation Window Door ORDERING 24. Exterior Wall insulation shall be 5-1/2" (R-21).Kraft-faced batts with vapor barrier facing warm side of Living Area 245 38.2 s .ft. 28.3 s ft. 14,7 sq.ft. INTERIOR SWING JELD-WEN PREHUNG UNIT,SOLID MOLDED,RAISED HIP,SMOOTH building. Ceiling/Roof insulation shall be 8-114" (R-30c) or 10-114" (R-38c) Kraft-faced batts as 9 q q• ,. 11 1 MOLDED RAISED 2'.6" 6'.8" 1-3/8' N/A NIA N/A PROCORE ATHERTON SURFACE,OVOLO STICKING,CLEAR FRAME. STYLE, shown on the drawings With vapor barMer facing warm side of building.15.6% 11.6/0 28 x75 PANEL PREHUNG MFG.,HARDWARE AND FINISH CONFIRMED WITH g P g g. Basement/crawl space Dining Area 143 100.2 sq.ft. 98.4 sq.ft. 14.4 sq.ft. I OWNER PRIOR TO ORDERING ceiling insulation shall be 5-1/2" (R-21) Kraft-faced baits with vapor barrier facing warm side of 70.0% 68.8% 27"X76" FRAMELESS CENTURY GLASSTEC CUSTOM BUILT CLEAR TEMPERED GLASS DOOR UNIT. building. Interior walls of all bath and powder rooms shall receive 3-112" unfaced sound deadening Kitchen 112 4.8 sq.ft. 2.8 sq,ft. 12 1 TEMPERED GLASS 51-01 .7'.0" 3/8" N/A NiA N/A OR AS PER OR AS PER STYLE,FINISH AND OPERATION AS SELECTED BY insulation. 4.3% 2.5% SHOWER DOOR OWNER OWNER OWNER Bedroom 98 10..9/0 19.2ft. 10.79 ft. 6.2sq.ft. 19..66/0 EXTERIOR BILCO BASEMENT ENTRY DOOR INSTALLED PER 25. Contractor to provide one layer of building paper between sub and finish floors or underlayment, 34tx 24 13 1 BASEMENT ENTRY NIA NIA N/A NiA WA N/A BILCO "B" MANUFACTURERS SPECIFICATIONS WITH BILCO"B" - with all joints staggered and properly secured. Bath 88 artificial 50cfm BULKHEAD DOOR A STAIR STRINGER. FINISH PER OWNER light min. Master 217 60.5 sq.ft 35.4 sq.ft. 14.7 sq.ft. 26. All windows and doors to be insulated, "Low E", high performance, impact resistant glass, with Bedroom 27.8% 16.3% 28'x75" NOTE: screens and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a Loft 250 49.8 sq.ft. 33.6 sq.ft. 6.2 sq.ft. CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL marine climate is to be used on all windows and doors. Contractor is to confirm operation, style, CROSS SECTION END VIEW CROSS SECTION END VIEW 19.9% 13.4% 34"x 24" WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. finish,color and manufacturer with Owner prior to placing order. 27. All windows and exterior doors to have aluminum or wood drip caps and flashing. o.. 28. All door hardware, butts and doorstops to be solid brass. Entry, lock & latchsets are to be Emtek, �"T a • NAILING SCHEDULE �., PLUiVIBING SCHEDULE _ JOINT DESCRIPTION NUMBER OF NAIL SPACING ROOM - FIXTURE MANUFACTURER/STYLE/# COLOR HARDWARE' FINISH Schlage"A"or"B"series,or approved equal. Style and finish as directed by Owner. NAILS FIRST FLOOR ROOF FRAMING 29. All cabinetry, counters, shelving and casework to be given an allowance with style and finish as RAFTER TO TOP PLATE toe nailed) selected by Owner. --. 16"SPACING, 8' WALL HEIGHT 3-8d PER RAFTER KITCHEN SINK As directed by Owner As directed As directed by Owner As directed by CEILING JOIST TO TOP PLATE toe nailed by Owner Owner 30. Contractor to provide prefabricated closet system or 16" x%" PTS plywood shelving with edge band 16"SPACING 8' WALL HEIGHT 3-8d PER JOIST BATHROOM WATER CLOSET As directed by Owner As directed As directed by Owner As directed by and/or 1-318"diameter wood poles at all closets. Layout as directed by Owner. •,- b Owner. Owner CEILING JOIST TO PARALLEL RAFTER face nailed 3-16d EACH LAP LAVATORY As directed b Owner As directed As directed b Owner As directed b CEILING JOIST LAPS OVER PARTITIONS face nailed 3-16d EACH LAP y y y 31. Contractor to provide and install all interior and exterior trims as called for on the drawings & �a r • b Owner Owner P 9 COLLAR TIE..TO RAFTER face nailed 3-10d PER TIE_EACH END @ 16"olc SHOWER As directed by Owner As directed As directed by Owner As directed by i specifications or as otherwise directed by the Architect or Owner. BLOCKING TO RAFTER toe nailed 2-8d EACH END b Owner Owner RIM BOARD TO RAFTER end nailed WALL FRAMING 2-1G EACH END - - J 32. Contractor to provide and install all mirrors, medicine cabinets and shower enclosures/doors as per LATERAL FRAMING CONNECTIONS UPLIFT CONNECTIONS TOP PLATE TO TOP PLATE face nailed 2-16d PER FOOT Architect or Owner. NOT TO SCALE NOT TO SCALE TOP PLATE AT INTERSECTIONS face nailed) 4-16d JOINTS-EACH SIDE APPLIANCE SCHEDULE., 33. All deck stair stringers to be 3 x 12 pressure treated rabbeted or sawtooth to accommodate treads. STUD TO STUD face nailed 2-16d 24"o.c. 9 HEADER TO HEADER face nailed 1-16d 16"o.c.ALONG EDGES Number and spacing of stringers to be as required by manufacturer of stair tread material or as TOP OR BOTTOM PLATE TO STUD end nailed 2-16d PER 2X4 STUD APPLIANCE MANUFACTURED BY MODEL # REMARKS directed by.the Architect. All treads to be 2 x 4.or 514 x 4 as shown with '/.'.' max. space between 3-16d PER 2X6 STUD KITCHEN planks. Provide 3'-0" high min. railings as required by code and as shown on the drawings. HIGH WIND ZONE CONNECTOR SCHED LE BOTTOM PLATE TO FLOOR JOISTS, BANDJOIST 2-16d PER FOOT END JOIST OR BLOCKING face nailed - REFRIGERATOR As directed by Owner As directed by Owner As directed by Owner 34. Contractor is �o clean all door and windovlr glass, as well as leave all floors,walls and ceilings free of MANUFACTURER/ MODEL# MATERIAL/FINISH FLOOR FRAMING debris immediately prior to final completion. LOCATION PRODUCT JOIST TO SILL TOP PLATE OR GIRDER toe nailed72- $d PER JOIST RANGE As directed by Owner As directed by Owner As directed by Owner RAFTER TO SIMPSON STRONG-TIE LSTA21 20 GA METAL STRAP TIE BRIDGING TO JOIST toe nailed 8d EACH END 35. Any reference to"as per Owner" or "as directed by Owner" refers to Thomas and Catherine RAFTER RIDGE Z-MAX COATED BLOCKING TO JOIST toe nailed 2-8d EACH END HOOD or DOWNDRAFT As directed by Owner As directed by Owner As directed by Owner Maloney. RAFTER TO TOP SIMPSON STRONG-TIE H 2 18 GA METAL HURRICANE TIE BLOCKING TO SILL OR TOP PLATE itoe nailed 3-16d EACH BLOCK PLATE TO STUD Z-MAX COATED LEDGER STRIP TO BEAM face nailed 3-16d EACH JOIST DISHWASHER As directed by Owner As directed by Owner As directed by Owner RAFTER TO SIMPSON STRONG-TIE H 10 OR 18 GA METAL HURRICANE TIE JOIST ON LEDGER TO BEAM toe nailed 3-8d PER JOIST TOP PLATE H 10-2 Z-MAX COATED BAND JOIST TO JOIST end nailed 3-16d PER JOIST LAUNDRY TOP PLATE SIMPSON STRONG-TIE H8 18 GA METAL HURRICANE TIE BAND JOIST TO SILL OR TOP PLATE toe nailed 2-16d PER JOIST TO STUD Z-MAX COATED ROOF SHEATHING. STUD TO BOX SIMPSON STRONG-TIE MSTA36 16 GA METAL STRAP TIE WASHER As directed by Owner As directed by Owner As directed by Owner Z-MAX COATED STRUCTURAL PANELS ; BEAM AND SILL. 4'PERIMETER EDGE ZONE-RAFTERS 16"o/c 8d 6"@ EDGE/6" IN FIELD DRYER As directed by Owner As directed by Owner As directed by Owner RAFTER TO SIMPSON STRONG-TIE H 10 18 GA METAL HURRICANE TIE LEDGER WA-LZ-MAX COATED INTERIOR ZONE-RAFTERS 16"o/c 8d 6" EDGE/12"IN FIELD RAFTER TO TOP SIMPSON STRONG-TIE HTS 16 14 GA METAL TWIST STRAPS CEILING SHEATING OF GIRDER Z-MAX COATED GYPSUM WALLBOARD 1-1/2"SCREWS 7" EDGE/10"INFIELD ROOF GIRDER TO SIMPSON STRCNG-TIE BCS2-2/4 18 GA METAL POST CAP WALL SHEATHING SOLID COLUMN Z-MAX COATED STRUCTURAL PANELS SOLID COLUMN SIMPSON STRONG-TIE BC46 18 GA METAL POST CAP 4' PERIMETER EDGE ZONE-STUDS 16"o/c 8d a EDGE/12"IN FIELD TO PORCH Z-MAX COATED INTERIOR ZONE-STUDS 16"o/c 8d 6"@ EDGEf12"IN FIELD GIRDER _ DECK JOISTS TO SIMPSON STRONG-TIE MTS 12 16 GA METAL TWIST STRAPS FLOOR SHEATHING ty -T- DECK l 1 A L.T TITLE DECK GIRDER Z-MAX COATED STRUCTURAL PANELS 1"OR LESS 8d 6"@ EDGEM2"IN FIELD �ERED ARC DECK GIRDER To 2-518"DIA.GALV.MACHINE GAS H/T GA R R E:TT A. ST RA N G /^ A L_ c9� �..'`( IZ-5-�I � t,->-4 G� POST BOLTS,NUTS&WASHERS Qac T A STR Fc DECK ST TO SIMPSON STRONG-TIE PBS 66A 12 GA.BASE,12 GA.STRAP,POST SPR 9� (.�.} }. LOCATION ��• DECK FOOTING BASE,STAINLESS STEEL C�C,C1 1I t�EiCti 14 5 ��1"T' H ' 1 `✓ E:� (-�C9 iZ'T F-� BUILDING PLANNING DESIGN CRITERIA 2d U -f H �L.V �\v Y© SCALE REVISED DRAWING NO. Design Loads Design Loads Ground Wind Seismic Subject to Damage From Winter Design Ice Shield Flood - ; 1230 Traveler Street, P.O.BOX 1412 7. 1 '� 1 S5 U DATE / GENERAL PROJECT DATA Dead live Snow Design Temp. Underlayment Hazards S011tl101d, New York 11971 I O - 17- 13 Nature of the Work Building Use Occupancy Classification BuildingHeight Fire Area Construction T Design Criteria Roof Attic Floor Floor Roof Attic Floor Floor Load Speed Exposure Category Weathering Frost Line Termite Decay s G15244 �� Alteration&Addition Single Family Residence R-3 24 feet 1,110 sq.ft. V-b AF&PA WCFM 1995 of sf 2 sf 1 sf f f 2 sf 1 sf m h De th TgTf W y� ph. 631 - 765 - 5455, N. 631 - 765 - 5490 DRAWN BY GI A� OF NO Hi h Wind Edition 10 n/a 15 15 20 n1a 30 40 20 sf 120 C B Severe 3'-0" Moderate Slight/Moderate ht/Moderate 11 Degrees Required AE-el.6' architect@quixnet.net PROJECT NO. 10,' l P7 F