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Home My WebLink About36747-Z y�lFfat��<t Town of Southold Annex 11/2/2012 P.O. Box 1179 ~ h 54375 Main Road ►��y,,,__ �" Southold,New York 11971 T�Z1rXkY' CERTIFICATE OF OCCUPANCY No: 36029 Date: 11/2/2012 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 170 Park Ave Ext, Mattituck, SCTM#: 473889 Sec/Block/Lot: 123.-8-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/20/2011 pursuant to which Building Permit No. 36747 dated 10/12/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porches, deck, second floor balcony, outdoor shower stall and wood ramp as applied for. The certificate is issued to Ross, David Arthur&Ross, Elizabeth (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0031 9/4/11 ELECTRICAL CERTIFICATE NO. 36747 6/26/12 PLUMBERS CERTIFICATION DATED 6/29/12 C tchogue East Plumbing orize Signature =.r " TOWN OF SOUTHOLD �1FFO�,rt � BUILDING DEPARTMENT r 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 #: 36747 Date: 10/12/2011 Permission is hereby granted to: Ross, David Arthur & Ross, Elizabeth 68 Dubois St Darien, CT 06820 To: demolition & construction of a new single family dwelling per Trustees & DEC as applied for; flood permit include; final Elevation Certificate from surveyor required before C.O. At premises located at: 170 Park Ave Ext, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-8-24.1 Pursuant to application dated 9/20/2011 and approved by the Building Inspector. To expire on 4/12/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,930.60 CO -NEW DWELLING $50.00 Total: $1,980.60 Building Inspector 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 2l10 of 1% lead. 5. Commercial building,industrial building, multiple residenoes 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 110 Pit K� f w1/Q ( kc 6S-t o N G House No. Street Hamlet Owner or Owners of Property: ()�a ��(p a ASS Suffolk CountyTax Map No 1000, Section_ �2L) Block �0 Lot Subdivision yxtoa PO(4t t Filed Ma p. Lot: Permit Na. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Pee Submitted: $ 50,bC) o�*pF SOUjyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a �� roger.riche rt(aD-town.southold.ny.us Southold,NY 1 1 97 1-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Libby, Dave Ross Address: 170 Park Ave Ext City: Mattituck St: NY Zip: 11952 Building Permit#: 36747 Section: 123 Block: 8 Lot: 24.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric Corp License No: 43457-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 36 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 12 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 40 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances P50 Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a underground service, 5-paddle fans, 3-exhaust fans, low voltage lights-9 2-ovens-40a,4 ARC fault circuit breakers Notes: Inspector Signature: -._ Date: June 26 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex ti0 l0 Telephone(531)76571$02 54375 Main Road Fax(63 f).76 -9502 P.O.Box 1179 G Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: `— Building Permit No. Owner: �D(5S . (Please print) Plumber: aGI— �5`Yld(nC�l CA( (� L � � I C"C (Please print) I certify that the solder used in.the water supply system contains less than 2/10 of 1% lead. c (Plumbers Signature) Sworn to before me this c'c1' day of u 20 CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 1 Qualified in Suffolk County Commission Expires April 14,s 16 Notary Public, County STEVEN L. MARESCA CONSULTING ENGINEER 188-07 W.MONTAUK HIGHWAY-HAMPTON BAYS,NY 11946-(631)728-9480 January 11, 2012 James H. Rambo Construction Inc. P.O. Box 749 Westhampton, N.Y. 11977 Re: Pile Certification Gray Gables/ Ross Residence 120 Park Ave. Extension Mattituck, N.Y. Dear Mr. Guilloz: This letter is to certify that I am a Professional Engineer and have reviewed the timber pile installation for the project as referenced. A total of 56 piling have been driven with a Delmag D6-32 single acting diesel hammer developing 10,500. foot lbs. of energy. The pile capacity has been calculated utilizing the Engineering News Record Formula for driven piling. The pile log is attached. The pile installation has been completed in accordance with the Coastal Construction Manual —Volume 2 - Section 13. Timber pile have a 10" diameter butt with a total length of 25 foot. The piling ( Southern Yellow Pine ) have been treated in accordance with A.W.P.A. C3 Foundation specification with 1.0# retention (min.). The timber piling have been driven to design elevation in accordance with Building Code Requirements to a rated capacity in excess of 15 ton. Timber piling ( Southern Yellow Pine ) have been treated in accordance with A.W.P.A. C3 Foundation with 1.0# retention (min.). This review was intended to check the method and material r pile installation and pile capacity. We have not checked for found n I cation nor design adequacy. Please advise if any further.' io will be required. Sincere urs, s L. Maresca P.E. � F n n Un t v~I N LVG I /�y 1 L d i5 , V v B ANI CT `` � �' SS SITE L v CA T A V iti: t- 1 o{-, t 11-0 CAC-, P) ySTYw.I,TED 11.*'** 4 �^oLOVY'S PER I EST 1i A'",Zu cILr'��u 8L0WS FAR �' x�•G FOOT CAPACITY /07 0 FOOT C�.?�CITY No �l i?: T vii S I I I i+* Tvi�S ! � - r, . � . , lin i 11-J it 6 Jp, 4 mjgr � r qcel . - C/ - - ��7 `' 0 J n r'r rS r 1! r-;G LOG r1 A / 7 1 Jvo 'AME: l�" CY-LkT ?S w S.i L �r..^.,�n'a"i.^.N: ee++hn' m ri r.r rarer T t� E� J 1 11AA EAR ' nr► ♦�/+ r.• n�. nrn �rw.7\�.IPrr� PLI.L�FG SLOW'S FE �� LL11 �3 �uvr/'1/� 1 4KrAVlLi �1 A`Vvm r+.r\A Y TV N O FOOT II V 1N TO 1 i ter. J (e 4- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: All c DATE INSPECTOR -7 —"'� ��OF SOUjyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [e<RROUGH PLOG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -04 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ]"RON PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �� C DATE f INSPECTOR TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTIO N . [ ] FOUNDATION iST [XI LBG. [ ] FOUNDATION 2ND [ ATION FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: � Z�2VZ:134ak-L DAT 2011Y INSPECTOR `� �o��Of SO(/1�06 �r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�C ELECTRICAL (FINAL) REMARKS: DATE uD w INSPECTOR ' • A;rl D I �1 0 ;ri• r t :.M; r 1 t• • 1 D • L1L ' _ �� r MFAII r t l A�� . INOUL.ATIONPER STATE ENERGY CODE ADDMONAL COMMENTS - i • • s 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 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX:,(631) 765-9502 (� Survey SoutholdTown.NorthFork.net PERMIT NO. 3`�� l Check Septic Form N.Y.S.D.E.C. �] Trustees _, _ Flood Permit Examined 20 Storm-Water Assessment Form IV 20 2011 ntact: Approved 20 Mail to: Disapproved a/c )NN of Sd!*FHOLI) — (v�O� Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20]L INSTRUCTIONS 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. 1`, 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. Fvery building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within-1 8 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. (Signature of applicant or name,if a corporation) 35bad (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �r Name of owner of premises b f jey ROCLP (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. f r ctr-( Plumbers License No. Electricians License No. G{//LL j/1/f-t effl) Other Trade's License No. L Location of land on which proposed work will be done: 0 EON kE1VuF EXCRO ON. *rll 7`V Ck House Number Street Hamlet County Tax Map No. 1000 Section Block ©b Lot C2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy fl+N&LV g 9l P25-UL b. Intended use and occupancy GW t 3. Nature of work (check which applicable): New Building Y Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 05004 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwellin units s'w" u g `[�i� la1 (hterlc 'dwellin�g units on each floor If garage, number of cars A 6. If business, commercial or mixed occupancy,.specify nature and-extent-of each type of use. 7. Dimensions of existing structures, if any: Front `T 9 I Rear 9 Depth l Height p Number of Stories_ CW6 e- SAL Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ro Rear ��j Depth 3 6 / Height ?20 Number of Stories Wv / Q 9. Size of lot: Front �� Rear r �02/�gDepth 10. Date of Purchase 60/V6 ,4-60 Name of Former Owner -- 11. Zone or use district in which premises are situated 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—VI 13. Will lot be re-graded? YES 1/ NO Will excess fill be removed from premises? YES NO 1/ a 14. Names of Owner of premises Address 954R W CT Phone No.a 03 9l o7 5-456 Name of Architect CN/1 UIM k- ,5t-- l�-Zzl Address GfeTCIYc,G 06 Phone No 76 4 - (PgOS Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS/MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V 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 OF,- 7 67Aln o�ZS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theCt�7 tcc'� (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 day of R ICE N13S Not, ry Public, State of New Yore Notary PuMVaiified in Suffolk County Signature of Applicant Co mmission Expires May 30, sil 2 �t 7 ti �J BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO, 7602 DATE: JULY 20,2011 ISSUE-DTOs DAVID&tiLIBBY ROSS PROPERTY ADDRESS: 170 PARK AVENUE EXT., MATTITUCK SCTM# 123-8-24.1 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 20r 2pI 1, _4,.n consideration of application fee in the sum of$250.00 paid by David&Libby Ross and subJect to theerms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes`and permits the 1~oliowing: Wetland Permit to demolish the existing dwelling and sanitary system; construct a new two-story dwelling on pilings and install a new sanitary system with fill,-, and install new permeable driveway; with the condition of the installation of gutters to leaders-to drywells on the;dwelling,to,contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Management; and as depicted on,the site �.- plan prepared by Samuels & Steelman Architects,last dated August 1, 2011, and 1 stamped"approved'on August 5,2011. 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. 1 , James F.King,President �*oE SoUjyO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� l� 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer s • �O Telephone(631) 765-1892 Michael J.Domino OlyCOUM'r Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0755C Date June 6, 2012 THIS CERTIFIES that the demolition of the existing dwelling and sanitary system; construction of a new two-story dwelling_on pilings; new sanitary system with fill; new permeable driveway;gutters, leaders and drywells At 170 Park Ave. Ext., Mattituck Suffolk County Tax Map#123-8-24.1 Conforms to the application for Trustees Permit heretofore filed in this office Dated 5/11/11 pursuant to which Trustees Wetland Permit#7602 was issued on 7/20/11and Amended on 2/22/12 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The demolition of the existing dwelling and sanita y system; construction of a new two-story dwelling on pilings,• new sanitarsystem with fill; new permeable driveway gutters leaders and daEells. The certificate is issued to DAVID & LIBBY ROSS owners of the Aforesaid,property. Cf Authorized Signature table 'NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04045 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID ROSS ROSS PROPERTY 68 DUBOIS ST 170 PARK AVE EXTISCTM# DARIEN, CT 06820 MATTITUCK, NY 11952 (203) 570-3376 Facility Application Contact: SAMUELS & STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631) 734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 708.804 NYTM-N: 4540.121 Latitude: 41°59'08.0" Longitude: 73°31'04.4" Project Location: 170 Park Ave Ext. - Watercourse- Great Peconic Bay Authorized Activity: Remove and replace single family dwelling, install new sanitary system with 500 cubic yards of clean fill and a gravel driveway. All work must be in accordance with the attached plans stamped NYSDEC approved on 7/7/1.1. (JRP) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04045/00001 New Permit Effective Date: 7/7/2011 Expiration Date: 7/31/2016 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: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: _ Date 7 / l 2c-f I Page 1 of 6 w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04045 Distribution List SAMUELS & STEELMAN ARCHITECTS Habitat - TW JACQUELINE R PASQUINI 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. 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. 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. .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 or work herein authorized, or if, in the opinion of the Department of Enviromnental 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. 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 plans were prepared by Samuels & Steelman dated 5/10/11. Page 2 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION law Facility DEC ID 1-4738-04045 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland 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 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form 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. 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. 8. 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. 9. 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. 10. Storage of Equipment, Materials 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 wetland boundary. 11. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 12. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 13. Establish Vegetated Buffer 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 or topography within an area extending 20 linear feet landward of the tidal wetland boundary. 14. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 15. Straw Bales 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 or as per plans linear feet from the tidal wetland boundary, or 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. 16. 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. Page 3 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONv Facility DEC ID 1-4738-04045 17. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 18. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 19. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 20. 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. 21. 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/ 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. 22. Prohibition Period for Nesting Birds To protect nesting shorebirds, including threatened and/or endangered species, no regulated activities may occur between April 1 and August 31, inclusive, of any calendar year. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. 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. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit 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. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW Facility DEC ID 1-4738-04045 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, NY 11790 -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 d� � Town of Southold Erosion, Sedimentation & Storm-Water Run-off AS SESSMENT FORM PROPERTY LOCATION: S C T M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLgN 1� section modF- Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? � t�� ;SF Will this Project Retain All Storm-Water Run-Off(Include Total Area of all Parcels located within Generated b a Two 2" the Scope of Work for Proposed.Construction) Qr 6 q(t a G Y ( )Inch Rainfall on Site? (S.F./Acres) (This item will include all run-off created by site _ El b. What is the Total Area of Land Clearing �� all aU p 5F, Gearing and/or construction activities as well as and/or Ground Disturbance for the proposed �q Q� Site Improvements and the permanent creation of construction activity? (S.F.I Acres) impervious surfaces.) PROVIDE BRIEF PROJECT DFSCR PITON W—We A"tionai Pages as Needed) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and LL ` akid Slopes Controlling Surface Water Flow. B UcC GtG�O�j del/{� S 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to _ a t �` control site erosion and storm water discharges. This U ,J(j r / (jp, d �$fLfjL/ t! item must be maintained throughout the Entire Construction Period. r k eC 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural — Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? rj Will this Application Require Land Di$turbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground.Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction _ General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Wilt there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise ✓Including Construction activities involving soil disturbances of less than one(1)acre where se to the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal.Distance? (SWPPP's Shall meet the Minimum Requirements of the SPOES General Permit 8 Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off El 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOi shall be into and/or in the direction of a Town ri ht-of-wa submitted to the Department prior to the commencement of construction activity. g 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any — constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.in addition,the SWPPP shall Area?(This item wilt NOT include the Iristalhtion of Driyaway Aprons) identify potential sources of pollution which may reasonably be expected to affect the quality of storm Water discharges. NOTE: If Any Answer to Questions one through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance is between 5.000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water.Grading,Drainage&Erosion Control Plan b Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building PermlL (NOTE: A Check Mark(4)and/or Answer for each question Is Required for a Complete AppteaUon) STATE OF NEW YORK, `` rr COUNTY OF..510 J: ........SS ....... ',cc �1 That I, f .....t sig.. �,� being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) f Andthat he/she is the ........................................... .er!. .............................................................. : .. .................... r,Contractor.Agent Corporate Officer,eta). Owner and/or representative of the 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 herewith. Sworn to before me this; ...............0 �.....................d of firN• r . r a r 37 q , Notary Public. .. .. a�?...d 113ga.Q a c'j6"7............. ............................................................. a .` in Suffolk C O to r'±,� (Signature of Applicant) FORM - 06110 C.a. r' Expires N13y -'J, :_.v U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MR.DAVID ROSS Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 170 PARK AVENUE EXT. City MATTITUCK State NY ZIP Code 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-123-08-24.1 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.40 DEG 59.5MIN 87 SEC Long.72DEG 30 MIN 24ASEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State SOUTHOLD,TOWN OF W0813 1 SUFFOLK I NEW YORK B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone 63103CO482 H Date Effective/Revised Date Zone(s) AO,use base flood depth) 09/25/2009 VE EL7 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Vertical Datum NAVD Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)11.4 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 21.3 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 2A ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 11 A ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8.0 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 8.2 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8.0 ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation = _ information. l certify that the information on this Certificate represents my best efforts to interpret the data available.l ° understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001.[D Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a s r licensed land surveyor? ® Yes ❑ No / e ' f Certifier's Name JOHN T METZGER License Number 49618 # Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC 4'^ Address 1230 TRAVELERS STREET City SOUTHOLD State NY ZIP Code 11971 � � Signature Date 10/16/2012 Telephone 631-765-5020 44 FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 170 PARK AVENUE EXT. City MATTITUCK State NY ZIP Code 11952 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date 10/16/2012 ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WTHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owners or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31,Mar 09 Replaces all previous editions Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 170 PARK AVENUE EXT. City MATTITUCK State NY ZIP Code 11952 Company NAIC Number i If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." I NNWLos" Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 170 PARK AVENUE EXT. �° City MATTITUCK State NY ZIP Code 11952 Company NAIC Number f If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. NEW boom .................... :a .... r.. �pF SO�Iy ) Town Hall Annex Telephone(631)765-1802 54375 Main Road, y - (631)765- P.O.Box 1179 roQer.richertCwn. O5OQ116.nY us Southold,NY 11971-0959 � �� CK T*� —7 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: term \6.4 Date: 12 I i Company Name: e nic ecJriC 0.or . Name: License No.: 143 y 3'�- M E Address: $ X �50 0416 v\1 1116 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: U10 ,�,ve- 5 S *Address: *Cross Street: *Phone No.: °lo p Permit No.: 3 6 Tax Map District: 1000 Section:_ Block: Lot: _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) IL?W 400 Ovid fr � 5 _V"V t ce ✓1 e �_o Con" ru J ko (Please Circle All That Apply) *Is job ready for inspection: YES NO� Rough In Final *Do you need a Temp Certificate: / NO Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect nderground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION l� cat vend API - _ 82-Request for Inspection Form � \�'L'-� y TOWN OF SOUTHOLD kOPERTY RECORD CARD OWNER STREET 0 VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE + a 1. �Ss ac. Q-G 'S S , W TYPE OF BUILDING ✓'�--'1 f RES. '� r�o SEAS. VL. FARM COMM. IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS �- � � ao Y � ► �- �a © ass 1��s - � O 3 1 1 z 1 C I q D7-- ,�a 1 l?- �DS 055- G AGE BUILDING CONDITION ,der + NEW NORMAL BELOW ABOVE FRONTAGE ON WATER 6P Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland HouseZot..# Total, I I �F S ! 171 M. Bldg. l S s Foundation � - Bath _ 30 ; Floors Basement N p Extension / "V C Extension f cr • Ext. Walls wooer s Interior Finish Fire Place Heat v Extension F $ � M Porch Roof Type ZA-© w 25 (D u --- G 3 p v /O 3 Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage X 7�� a L� Driveway Dormer O. B. I TOWN OF SOUTHOLD PIOPERTY RECORD CARD OWNER CTRFFT vu E ;ei-c I "NTl ., . __ TOWN OF SOUTHOLD CARD OWNER STREET VIU►AGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE L/ � � T /J f p TYPE OF BUILDING ��j E-�.- ��-'(T l.•��.r.:��°�,�,°(.F'`h`-' S W�`' RES. SEAS. VL. FARM COMM. ( IND. V I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS A l ^ Ape po AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER 77Q� Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House-Plot Total 'All S A M U E L S & S T E E L M A N September 20, 2011 ' ' ' ' ' ' ' Southold Town Building'Department Town Hall Annex Main Road Southold, NY 11971 Re: RECONSTRUCTION OF "GRAY GABLES", THE ROSS RESIDENCE 170 Park Avenue, Extension, Mattituck, NY 11952 SCTM # 1000-123-08-24.1 This project includes the demolition of an existing house and the new construction of a new two story house and sanitary system. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Plumbing riser diagram 4) Survey 5) Runoff Assessment Form 6) DEC Permit 7) Trustees permit 8) Red-stamped SCDHS permit 9) Southold Town Sanitary permit 10) REScheck Compliance Certificate 11) Deeds for surrounding properties, highlighted re: road 12) Check for $200. Please note that SITE PLAN was reviewed with Mike Verity to discuss, among other things, the "travelled road" noted. Per his directions, I have included copies of deeds from the surrounding properties which make reference to this road, although it is not described by metes and bounds. Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, �Uf ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 c S A M U E L S & S T E E L M A N OCT -1�1 2011 October 7, 2011 BLDG.DEPT. Southold Town Building Department TOWN OF SOUTHOLD Town Hall Annex Main Road Southold, NY 11971 Re: RECONSTRUCTION OF "GRAY GABLES", THE ROSS RESIDENCE 170 Park Avenue Extension, Mattituck, NY 11952 SCTM # 1000-123-08-24.1 Attn: Pat Conklin In response to your request, I hereby certify that there is no bulkhead on the above referenced property. There does exist the deteriorated remnant of steel sheeting which is not a bulkhead, nor does it act as a bulkhead to retain the upland or prevent erosion. The Southold Trustees and NYS DEC inspected the property, and this interpretation is consistent with their permits. The proposed residence is located in the VE elevation 7 FEMA flood zone. By established precedent and interpretation of the DEC and your department, this means that the bottom of the lowest horizontal structure, the 3x12 piling foundation girders, shall be not less that 9 feet above sea level NAVD. The first floor base flood elevation shall be at least 11.3 feet NAVD, as shown on the SITE PLAN. Enclosed you will find an original copy of the SCDHS red stamped permit. As always, I appreciate your efforts. Sincerely, Tom Samuels �,,(S OF NEIV coo�PB C. S,q?��•Q� 018350-A ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N October 13, 2011 Lynda Powell Long Island Power Authority 175 East Old Country Road Hicksville, NY 11801 Re: ROSS RESIDENCE 170 Park Avenue Extension Mattituck, NY 11952 SCTM #1000-123-08-24.1 Dear Ms Powell, I am an architect retained by David and Libby Ross, owners of the above referenced property. I am in the process of obtaining a building permit to demolish the existing house and construct a new house on that site. As part of the process, the Building Dept. of the Town of Southold, within which the project is located, has requested that I obtain a DISCONNECT LETTER from your company. I understand from your associate, Charlie Hicks, that the proper procedure is to request that the project be added to your list for the disconnection of power. He suggested that this letter be sent to you, and that we follow up with a phone call two weeks prior to the date of our desired disconnection. Please place this project on that list. I or the selected general contractor/electrician will call at the appropriate time. You will then please send me the paperwork. In advance, thanks for your help. T m Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C00- Southold,NY 11971-0959 �Q coum BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28, 2012 David & Elizabeth Ross 170 Park Ave Ext Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Also, Final Elevation Certificate is required from your Surveyor before the CO can be issued. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36747 — New Dwelling SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11 71-0959 OcUNTY,N \ i r BUILDING DEPARTMENT TOWN OF SOUTHOLD \ r September 18, 2012 U-A S-04- r r David & Elizabeth Ross - 2-15 r U Z \ 170 Park Ave Ext Mattituck NY 11952 i \ i TO WHOM IT MAY CONCERN: Z The Following Items Are Needed To Complete Your Certificate of Occupancy: "NOTE: A FINAL ELEVATION CERTIFICATE IS REQUIRED FROM YOUR SURVEYOR BEFORE THE C OF O CAN BE ISSUED. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37427 — Deck Addition FORM 559 N.Y. DEED-QUIT CLAIM TUTBLANX RFOiSTERED U.S.R.AT.OFFICE j (Lawn of 1917,Clu 1.Statutory Form D ) Tutl/e Law Print,Pub/ishers,Rut/and,l/L 14 43 I i i - I _ Made the day of September , .Nineteen Hundred and l - twenty nine Annie S .R Wickham,of the Village ofMattituck, Town of Southold, County of Suffolk and State of New York, part y of the first part, and Helen Marguerite Goldsmith, of 27 Crocus Avenue , Floral Park , County of Nassau and State of New York, part y of the second part. Mtwoot*o that the part y of the first part, in consideration of One Dollar 1.00 ) lawful money of the United States, and other valuable paid by the part y of the second part, does hereby remise, release, and quitclaim unto the part y of the second part, her heirs and assijns forever, all that certain lot , piece or parcel of land situate , lying and being in the Village of Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows : Commencing at the northeast corner of the premises about to be described at a point formed by the inter- section of the Westerly boundary line of land of Nicholas Herman and high water mark of Ga,rdiner ' s Creek ,. running thence in a Southwesterly direction along the land of Nicholas Herman,passing through an iron pipe to a monument set intee Northerly side of Bungalow Road, thence in a Northwesterly direction , along the northeasterly side of Bungalow Road as�it turns to a monument and land belonging to the estate of Charles yr. Wickham, thence running in a Northeasterly direction along formerly lan.of the estate of Charles W.Wickham and passing through two pipes to high water mark of Gardiner ' s Creek , thence in a Southeasterly direction along high water mark of Gardiner ' s Creek , a distance of a7 sixty feet , to the point or place of beginninx , / 3534 • 8.50-50M—Warranty Dr' 'Pith Full Covenants—Individual or Corporation. c� L 5043 PAGE485 � OlEAS� DO HOT PUB��S� f ^ �� THIS INDENTURE, made the 31st day of August_ nineteen hundred and sixty-one 'L i BETWEEN MARGUERITE GOLDSMITH of Maratooka Road, Mattituck, Town of Southold, Suffolk County, New York I party of the first part, and FREDERICK A. ROSS and PHOEBE E. ROSS, .his wife, of 64 Wyatt Road, Garden City, Town of Hempstead, County of Nassau, New York party of the second part, WITNESSETH, that the party of the first part, in consideration of TEN and 00/100 ($10) dollars, lawful money of the United States, Paid by the party of the second part, does hereby grant and release unto the party of the second part, their heirs and assigns forever, ALL that certain piece or parcel of land situate at Mattituck, Town of Southold, Suffolk County, New York, heretofore described in a certain deed granting said parcel to Helen Marguerite Goldsmith from Annie S. R. Wickham duly recorded in the Office of the Clerk of Suffolk County on December 4, 1929 in Liber 1472 at pages 107, 108 and 109, together with all that adjoining parcel of land heretofore described in a certain deed granting said parcel to H. Marguerite Goldsmith from Sheila A. Goldsmith Strub duly recorded in the Office of the Clerk of Suffolk County on July 24, 1947 in Liber 2731 at pages 449, 450, 451 and 452 subject to all Covenants and Restrictions mV@0r* � � I Together with all the right , title and interest and ri- parian f the art of the first art of ini and to land under arian rights o y p P g P he water of Gardiner' s Creek in front of and adjoining the premises b n the northeast tb"i'i'T'oi �'v CREScheck Software Version 4.4.1 NJ( Compliance Certificate Project Title: GREY GABLES Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 25% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 170 PARK AVENUE EXTENSION DAVID&LIBBY ROSS Tom Samuels MATTITUCK,NY 11952 68 DUBOIS ST. Samuels&Steelman Architects DARIEN,CT 06820 25235 Main Road Cutchogue,NY 11935 631 734 6405 Compliance Compliance:2.7%Better Than Code Maximum UA:4" Your UA:432 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. Gross • • UA Assembly Area or Perimeter • Floor 1:All-Wood Joist/Truss:Over Outside Air 1434 30.0 2.5 43 Floor 2:All-Wood JoistfTruss:Over Outside Air 30 30.0 2.5 1 Floor 3:All-Wood Joist/Truss:Over Outside Air 18 30.0 2.5 1 Ceiling 1:Flat Ceiling or Scissor Truss 900 30.0 2.2 30 Ceiling 2:Flat Ceiling or Scissor Truss 41 30.0 2.2 1 Ceiling 3:Flat Ceiling or Scissor Truss 41 30.0 2.2 1 Ceiling 4:Flat Ceiling or Scissor Truss 221 30.0 2.2 7 Ceiling 5:Flat Ceiling or Scissor Truss 281 30.0 2.2 9 Wall 1:Wood Frame,16"o.c. 459 19.0 2.5 20 Window 1 TW3052:Wood Frame:Double Pane with Low-E 17 0.320 5 Window 2 CN125:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 2 CN125 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 2 CN125 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 2 CN125 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 1 TW3052 copy 1:Wood Frame:Double Pane with Low-E 17 0.320 5 Door 1:Solid 21 0.320 7 Wall 2:Wood Frame, 16"o.c. 329 19.0 2.5 12 Window 7 CN125:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 8:Wood Frame:Double Pane with Low-E 20 0.320 6 Window 8 copy 1:Wood Frame:Double Pane with Low-E 20 0.320 6 Window 7 CN125 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 8 copy 1:Wood Frame:Double Pane with Low-E 20 0.320 6 Door 2:Glass 20 0.320 6 Wall 3:Wood Frame,16"o.c. 385 19.0 2.5 14 Window 12 TW2642:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 12 TW2642 copy 1:Wood Frame:Double Pane with Low-E 11 0.320 4 Door 3:Glass 38 0.320 12 Door 4:Glass 44 0.320 14 Wall 4:Wood Frame,16"o.c. 226 19.0 2.5 10 Project Title: GREY GABLES Report date:08/17/11 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Ross\CONSTRUCTION DOCUMENTS\Energy Calculations\Ross Energy Calculations.rck Page 1 of 2 905--DEED-EXECUTOR'S (COVENANT AGAINST GRANTORW A D G R Y T COPYRIGHT©1966 BY ALL-STATE LEGAL SUPPLY CO. A+ IND.Ow P ^Q 2' 269 SHEFFIELD STREET, MOUNTAINSIDE,N.J.07092 3 r V to :Pub made the 25th day of February 19 821 �etbneen ELIZABETH ZEVITS and JOHN L. WICKERSHEIM, OtSTPICT SECTION BLOCK LOT .: e, [13 0371 b IM d� 21 residing or located at 92-Fairmount Avenue-, HackerEack, N.J. Execut ors of the LastWilland:Testamentof MAY ANNA WICKERSHEIM, a/k/a MAY WICKERSHEIM late of the City of Hackensack in the County of Bergen and State of New Jersey herein designated as the Grantors; �rtb G & M ASSOCIATES, a Partnership of the State of New Jersey residing or located at 2470 Rossett Street in the Borough of Fort Lee in the County of Bergen and State of New Jersey herein designated as the Grantees; \\ WittivMS-CA, that the Grantors,by virtue of the power and authority to the Grantors given in and by said Last Will and Testament,and for and in consideration of 1/ LESS THAN ONE HUNDRED ($100. 00) DOLLARS---------------------------- �i 1 lawful money of the United States of America, to the Grantors in hand well and truly paid by the Grantees,at or before the sealing and delivery of these presents,the receipt whereof is hereby acknowl- edged, and the Grantors being therewith fully satisfied,do by these presents grant, bargain, sell and convey unto the Grantees forever, a ; Stt that- tract or parcel o land and p f premises; situate, lying and being in the Town Of Southold (Mattituck) in the ! c. County of Suffolk and State of New Jersey, more particularly described herein. Tax lap ( (NJS IJ6:15-2.1)Municipality of: Southold Account Na ce e 5 Block No. 3 Lot No. ( ❑ No property tax identification number is available on elate of this deed. (check box if applicable.) Designated as Lot #2 on Map of Marratooka Point,, , filed in Suffolk County Clerk's Office on March 19, 1927 as Map No. 331, said premises p being further described as follows: Beginning at a point on ordinary high water mark of Great Peconic Bay at the southwest corner of the premises herein described adjoining land of Sheila A. Goldsmith and G. Elliot Goldsmith on the West; running thence along said land of Goldsmith North 13 deg 00 min West 67.0 feet to a point; thence - I North 11 deg 05 min East 195.0 feet to ordinary high water mark of Deep Hole (Gardiner's) Creek; running thence along ordinary high water mark of Deep Hold (Gardiner's) Creek, South 51 deg 45 min East 29.96 feet to land of George H. Tyrrell; running -thence along said land of Tyrrell, South 5 degrees 28 minutes 20 seconds East 230.0 feet to ordinary high water mark of Great Peconic Bay; running 3 thence along said ordinary high watermark of Great Peconic Bay South z 82 deg 20 min West 68.50 feet to the point And place of beginning, said courses and distances being according to a survey dated August 29, 1955 by Otto W. Van Tuyl & Son, Licensed Land Surveyors, Greenport, New York. r } TOGETHER with all the right, title and interest of the parties of s `-; the first part of in and to any land below the present high water mark and -nder the waters of Great Peconic Bay and Deep Hole (Gardiner's) Creek adjacent to -the said premises. SUBJECT to covenants and restrictions of record affecting said premises. SUBJECT to any state. of facts an accurate survey will show. BEING the same premises convexed to Cosmos Wickersheim and May Anna Wickersheim, his wife from Rudolph E. Denert and Amy M. Deinert, his wife and recorded in the Clerk's office of Suffolk County on September 8, -1955 in Book #3968 , Page 129. Said Deed being dated August 30 , 1955. The said Cosmos Wickersheim having died on May 26,, 1976 - R }p (� n Anilll�4 J. ILUCE rlcrff of CI f„'!c !�r'•i;ilr osanaa;arv.x.s.r.u. Folae5007.10182-05 Aargain and Sale Dedd,-r/ith.Cw eoanc against Grantor's Acts—?nd#vi$uai or(grpoxapioee. " CONSULT YOUR LAWYER 112FORE SIG t C Tkj1S,INZjRUF NY.THIS INS UUMENT SHOULD WEitS90iT LAT 'MIS T made the 16th da"yaf November ,nineteen,hundred and-seventy—six BEIWEEN a+ J PARKER WICK€i 24 residine'at Airway '17rive (no #) Y New Niattitu g� York 61ST S�C`�10� I§LOCX i12 17 26 partyof the first part,and FREDERICK A ROSS and BE?'TE0 R SS, his wife, ;both residing at 77 Hampton Road, Garden City, New York r i party,of•the"second part, 'ITWESSETHt,that the party of the first Part,in consideration at , ?Nk -------TEN ($ 10.00) ------------------------- dollars, t lawful money of the United State s,and other good and -valuable consideration, by the party,of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, A.T.I. that certain plot, iece.or parcel of land p Pa with the buildings'and=improvements thereon erected, situate, lying and being i*VW >at,Marra tooka Point at Ma.ttitvck in. the Town of Southold, County of Suffolk and State of New York,r , bouxided ,and described as follows : ' Beginning at a monument set on the northeasterly line of Bungalow " . Road, 136.48 feet ' southeasterly along said line from the southeasterly corner of land conveyed by Wilsberg to Kopf (1971) ; running thence along land of the party of the first part, three courses : (1'7 N. 1° 33' E. `- 30. 0 feet; thence r (2) S.' 88° 27.' E. - 65. 0 feet; thence (3') N. .226 15' E. - 110 feet, more or less , ' to .ordinary high water mark of beep Hole; Creek; thence southeasterly along said high water mark, 45 feet, more or less , to other land of Frederick A. Ross , ,thence along said hand of Ross , two .courses : (1) S. 22° 15' W. - 180 feet, more or less; thence (2) S. 11° 05 ' W. - 25. 0 feet; thence along said land of Ross sand land of Wuttke, N. 450 43 ' W - 82. 85 feet; thence along said. land. of Wuttke, N. 41° 00 ' W. , - 59, 07 feet; thence S. 880 27 E. 31. 0 feet to " the ,point of beginning. Subject to aright, of way over an existing traveled road across tFe -premises .' d 783 ESrATE ., -- DEL i 7� 'Tezo s S t'? t:fit 5U POLf'REGORIDED � Q"k of�€A �u M�C[CG S}�(((((,�y`��MMM 4/11/78l(Sff,^(r�/�22[�-cy/y): _ L ILH,i.SA'�h{y.U.7�SG bW2+LUlf —Bargain and Sale Deed,with Covenants against Grantor's Ac �7 y o Corporation. (sing sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS,ONLY 'F THIS INDENTURE, made the 3rd day of July , nineteen hundred ands eventy eightL BETWEEN J. PARKER WICKHAM, resid1bg at (no number) Airway Drive, Mattituck, New York x }>. TR-Itis SECTION BLOC LOT Pfy j �J E I party of the first part,and NOREEN A. GIACONE, residing at 141 Murray Avenue, j Delmar, New York, t II f II I ® party of the second part, I WITNESSETH, that the party of the first part, in consideration of ten dollars and other valuable consideration Vn paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being ixx at Mattituek, Town of Southold, County' of Suffolk and State of New York, being more particularly bounded and described as follows: Beginning at a point on the ordinary high water mark of Deep Hole Creek at the northeasterly corner of land of Carey; running thence easterly along said high water mark 55 feet, more or less, to land conveyed by the party of the first part to Brenda K. Helies (Plot D) ; thence along said land S . 17° 10' E. - 175 feet, more or less , District to ordinary high water mark of Peconic Bay; thence westerly along 1000 said high water mark 82 feet, more or less, to said land of Carey; thence along said land, N. 8° 50' 30" W. - 215 feet, more or less, ' Section to the point of beginning. 123 . 00 TOGETHER with a right of way over the existing travelled road to Bungalow Lane and subject to a right of way of others over said Block existing travelled road as it crosses the premises conveyed hereunder, ,',, 08. 00 as per an Agreement dated the 18th day of November, 1976, and recorded in the Office of the Clerk of the County of Suffolk on May Lot 13, 1977 in Liber 8235 of conveyances page Page 397, which Agreement has been amended in accordance with an agreement dated t -der 028. 000 O-E , 1-%L8, to be recorded in the Office of the Clerk 2 �, of the County of Suffolk. TOGETHER with the right to lay and maintain a pipe in the bed of the travelled roadway for the purpose of supplying domestic water from Bungalow Lane to the subject premises . TOGETHER with all right, title and interest, if any, of the party of the first part in and to anv streets and t4` roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a'trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any rather purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. - 2958 1N PRESENCE RECEIVE ' j cr, -REAL ES TA-1- : ' L ,Tht,.,, r . j L1 St 1R ARTHUR J. EELICE Caw JUL 14 19 i F Clerk of Suffolk County SEPTIC PROFILE SITE DATA SCTM# 1000-123-08-24.1 PROPERTY: 170 PARK AVENUE EXTENSION BUILDING WALL FF EL 10.5 FT OW ADDRESS D VID&LK�BY ROSS GRADE LINE ELEVATION 6.51 FT. 68 DUBOIS ST.,DARIEN,CT 06820 GRADE LINE ELE3'/ATION bS FT. SITE: 28,043 SF = 0.644 AC I' MIN. 2'MAX. 4,407 SF WETLANDS ZONING: R-40 1/4°/FT. 18"�T TO OF POOL 5s FT MARRATOOKA SURVEYOR: PECONIC SURVEYORS,PC z CREEK SOUTHOLD,NY Po Box sos z SEPTIC LEACHING L CENSE# 49618 1971 Y TANK E. +5.85' E. +5.25' POOL �` S78°!5' „ ML4r � IE. +5.-M' IE. +5.1'1' - BOT OGROUND WATER / Op F POOL 55 FTB TIE L/NE 3 Tx aolo rtcrarm nxsl 5' 8' ELEV I S FT no' ME4N H/GH`yq 4C FILM 1 SUFFOLK CaW? 'a-ERKS OPPICE ON Po1Nr' / \ !4 \ TLAND5 TM-O�q �RM RATE MAP WIGS O402H �: y. 25 2001 J a \ IDAL WETLA AS ! #-?&1A1V FLAG m LAGGED BY LK LAWX4J D OF TIVAL NE7LAAI S AS DELINEATED BY v / ENVIRONMENTAL SUFFOLK&MF4I#fiNTAL CONSULTING,INC.MARCH 25,2O/O A4! iv ELEVATIONS AID CONTOURS R�1CM TO NAKD. IDO CONSULTIN6, INC.0 �G MARCH 25,2010 �q Q W 0 LOCATION MAP a > W SUFFOLK CvUNTY DEPARTMENT OF H� s\ #2 � �LTH SERVICES W AERMfT FOR APt'ROVAI_Cep�� 3 c -ON'- LICTION FORA �c #/ __ F= SINGLE FAMILY RESIDENCE AND G �Nqc z �091 FO D/RT/Qp4D O SUFOL VE. NEWS CQ' HOLE TESTEL. 3.8' ,e� 4 r °�, m z o �' uF�lKg p vF DAII» "- S O, �� S WATER / 9 m y w O APPRp EO METER �o�y o PUBLIC AATER) TOTAL F UM BEDROOMS OA AREA OF 4 I � NEW FILL AREA OF NEW EXPIRES THREE y�A�g FSJtti►O: APPROVAL (DWELLING A/ s 6 NEX FILL Kq ATE OF A. PROVAL PUBLIC WATER) �$° DRIVEWAY P�K led Z. UNVI�p OFF Ss$3 0' LP I I WATER LINE NEA �� NO j'VLL T R,4DI�s SRS`° O LP WI LS �pVSD �3, Z. LP NEW CONTOUR w PROPOSED NEW 5EPDT�G SYSTEM s�'o LP :' (DWELLING AITH TEST HOLE W: g ban cno'rent ofexistin s FORA 3 BEDROOM RESIDENCE tr X , ' "' ' ' 3 PUBLIC AA7'ER) TFST Hme DATA .3,.Iec T S $tiiia S2I[,s$LO- _ a �• ° ' f' Ci 0 McDONALD GF05G/ENGP �. - 1000 GAL SEPTIC TANK(ST) x omfOrnlance with I pa7reqWremc-ntSubk-F� 8' VIA x 2' HIGH LEACHING POOL (LP) w i'f?`': 1 1C7 MIJCED SAND AND LOAM ompleted farm�ilVy/jj FL LOCATION FOR(3) 8' DIA x 2' 0 G'''' 1 U� 2�0' BROWN 5/LTY SAND 5M as proo<. HIGH LEACHING POOL (EXP) u► %:4: f... .`:''`' c'nPVA7 ER _ I I WATER /N BROWN SILTY 5AND SM EXISTING SANITARY SYSTEM TO z _ Y °w I °w l % AREA OF NEW FI $ BE REMOVED y �O J — w NEW DRYWELL (D (4'x8' WATER /N BROWN PINE SAND SP L O VIA) FOR RAI RUNOFF FROM GUTTERS TYP (C w E rmuibul NU: 1002 EXCAlfarlOI�I INSPECTION REaviREc� ° D lV' UT IS NG STEEL 51-f 77NG � NEW CONTOUR FOR SANITARY SYSTEM � BY HEALTH DEPARTMENT � TS EXISTING , A OCT — 7 2011 May 10,2011 HOUSE TO BE 0 DEMOLISHEDA 7- � LINE 12101, X / 1"=40'-0" 581°2fz 4'50 W X 71E NIGH. ` • Water Ume(s) MUST Be Inspected By The _ o N �MCAN TOWN OF SOUTHOLD Suffolk County Dept. Of Health Services. N \ � of NEW d rn TAR p �Q�E g G. Sq �QQaI- SITE PLAN Call 852-57(►0, 48 Hours In Advance,T Inspection(s). SITE PLAN G �P MG o Schedule z° SCAL . 1"=40'-0" m AT �j ;, ''�` _ - _ I- g� �s Nbhttl Nu.: EGONIG BAY , 018350-'\ ? SCD S SUBMISSION p04)71v C FLOA17NG N DOCK • n SURVEY OF PROPERTY A T MA TTIT UCK TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. TEST HOLE DATA 11ozz 0 1000-123-08-24.1 McDOIVA D EO CIDVCE CRC SCALE. 1 =30 �'I� MAY JO, 2007 MAY 4, 2010 MIXED SAND AND LOAM AUGUST 31, 2010 (LOCH 7ED SHEETING) WATT 2- BROWN SILTY SAND SM NOVEAPRM29,R 24, 2010 2011 (TIDALLOCATED WETLANDS � HEFTING) OCA710N) WATER IN BROWN SILTY SAND SM DECEMBER 6, 2011 (UNDER CONSTRUCRON) WATER IN BROWN FINE SAND SP M S7875'00„E �6534 P. PRAN RICH W4 MR /4 • I1E'IL9Nps ��• 'F j ' e j,2 Cd 7R4 ZED DIRT.40,4D � �� `Q O� v `� �RHF,gp R� v 0,47s r9�s QVE �� C". <1\ o 9o�J if) -O/V qE E 2 A A S �• Q Ss o� sXs� pop ZONE CANE •• O ZONE VE e/ 7 • • -- - �� 4.4' • • •�. 18 9 • A 19.0 ? N 10.0 ro • HpUSE • O, F.F. EL 11 10.4' Ny ! 9.0,TOP pRDER 9.0' •=PILING J o al o o m1 30.0. 4. 7- ( • • '`>�a01-� EDGE OF TIDAL WETLANDS AT MEAN HIGH WATER AS DEL INEA TED BY SUFFOLK ENVIRONMENTAL 1 -%4 C�; CONSUL T/NG INC. ON APRIL 26, 2011 Z -- so 1 100. r� U �s 4 o L 0 T NUMBERS REFER TO "MAP OF MARRA TOOKA POINT" o ?'` ti 1 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON 69, STEEL S++EEnNc FLOOD ZONE LJIIE MARCH 9, 1927 AS MAP NO. 331. m oN can ZONE VE e/ 8 FOLD ZONES FROM FIRM RA TE MAP J610JC0482H : 0 1 SEP TEMBER 25, 2009 r �WA7ER 1 =WETLAND FLAG 1 nE uNE _ ! MFo HIGH g LANDWARD OF TIDAL WETLANDS AS DELINEATED BY �• av SUFFOLK ENVIRONMENTAL CONSULTNG, INC. MARCH 25, 2010 MSW HI wvT�x �.� .fir'�� .:" "W ELEVATIONS AND CONTOURS REFERENCED TO`.N�t'Y.[);.�,Y#8 AREA=28,043 SO. FT. 58''�4 50 y ,-, \.t = , 9� TO TIE LINES a ' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE Y DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES pECONjC '• ,1 �,,��-.0 ,yn, ✓� ti and will abide by the conditions set forth therein and on the GREAT 1 C ~I)J 49618 permit to construct. ANY AL TERA T701V OR ADDI T70N TO THIS SURVEY IS A VIOLA T70N P CONIC S YORS,- P.C:---,, OF SEC71ON 72030F THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS The location of wells and cesspools shown ereon are HEREON ARE VA..ID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 from field obser�ctions and or from data obtoined from others. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER STREET 07-118 WHOSE S/GNATVI;E- APPEARS HEREON. SOUTHOLD, N.Y 11971 SCDHS Ref.# RIO-11-0031 fto c FLoAnN DOCK f SURVEY OF PROPERTY AT MATTITUCK TO WN OF SOUTHOLD SUFFOLK COUNTY, N. Y. hTOL-e 1000-123-08-24.1 SCALE: 1'-30' CR��K MAY 30, 2007 MAY 4, 2010 AUGUST 31, 2010 (LOCATED SHEETING) NOVEMBER 24, 2010 (LOCATED ADDITIONAL SHEETING) APRIL 29, 2011 (TIDAL WETLANDS LOCATION) DECEMBER 6, 2011 (UNDER CONSTRUCTION) ✓UL Y 25, 2012 (FINAL) S7,675'00"E 65 34. W HIGH Tar — /. SEP 13 2012 14 he. •••• • BLDG.DEPT. � o TOWN OF SOUTHOLD .41 Q% • N rr� � 4 V !2 0 l p� O~ QJ r► v 2c� � RC,,o _ �P4A ,, 3 F0 s�bo. ,ys PO �- p �zZr�r f��V 'o�$. F �'.�• � �� N 3� boy s �� Qo h v =ry�� o tp R • H �► "' o FORT (A IONS-Ae eN B TAN P 3T. 18 2' 16' �M1'AY r, J 1 LPl 301' 2s 2' S- fie. tSsa• �P •LJ. oR abF uALC- O r'6, �o o, a�a0 A LPz '30T 212' '�0,1. ps oVER s «____ 19. -0 r B 19.3 N N LP3 .28'4' 147 TI,r 9.7 a U) i t N AC UNIT w Q STORY a ZONE VE el 7 LP4 2710' In' O. FRAME E HOV O LM 29.2' 10'2' 0 Q 03 F.F. a.0. . o Z M.4- o' COVIRD 19 7• -131, DECK ^ 7- WOOD °E � ,��CK EDGE OF TIDAL WETLANDS AT MEAN HIGH WATER v ` ,4z� . AS DELINEATED BY SUFFOLK ENVIRONMENTAL 4 N CONSUL 77NG INC. ON APRIL 26, 2011 7- O -- '� -6 d 7- m 1 100' '1 ��. L 0 T NUMBERS REFER TO "MAP OF MARRA TOOKA POINT" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON 89.o'sn:a. SHanxc �^FLOOD ZONE UNE MARCH 9, 1927 AS MAP NO. 331. cm cJr 1 ZONE vE e/ 8 FOLD ZONES FROM FIRM RATE MAP J610JC0482H SEP TEMBER 25, 2009 tm a , _ G+ *fA0 1 =WETLAND FLAG 1 t>E IJW — fir+ �" LANDWARD OF TIDAL WETLANDS AS DELINEATED ;�Y SUFFOLK ENVIRONMENTAL CONSULTING,`=_f)VC:--MARCH,f25, 2010;. I/£.W H/Qy WA MR b 21,81' 'tp�.r_,, r 1'24850"W ELEVATIONS AND CONTOURS REFERENCED;;_TO,'N.A.V.D, 88. AREA-28,043 SO. FT. S8 F y ^ TO TIE LINES 4 I am familiar with the STANDARDS FOR APPROVAL13A AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES PECONj ��T Y.S. LTC. N0. 49618 and will abide by the conditions set forth therein and on the it to construct. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION P CONICS RS, P.C. perm OF SECTION 720DOF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 The location of wells and cesspools shown hereon are HEREON ARE VALLID FOR THIS MAP AND COPIES THEREOF ONLY IF from field observations and or from data obtained from others. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 07_11 v Q WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 T H LE SITE DATA ` > SEPTIC PROFILE TES O _ o L_"_" • _ ' (N.T.S.) TEST HOLE DATA MARRATOO<A SCTM # 1000-123-08-24.1 McDONALD GEOSC/ENCE PROPERTY: 170 PARK AVENUE EXTENSION �BUILDING WP�L.L FF EL 11.3 FT 3125110 G R ADDRESS MATTITUCK, NY GRADE LINE ELEVATION 8.6 FT. OWNER: DAVID & LIBBY ROSS MIXED SAND AND LOAM cSRADE LINE ELEVATION ±-i FT. 2' BROWN SILTY SAND SM 68 DUBOIS ST., DARIEN, CT 06820 I' MIN. 2' MAX. WATER 2.3' SITE: 28,043 SF = 0.644 AC Z WATER IN BROWN SILTY SAND SM MEAN HIGH WATER 4,407 SF WETLANDS Y Fill: 609 cubic yards I/4"/FT. I/8" TOP OF POOL 5.5 FT 5' nE y U SEFTIO ZONING: R-40 T U LEAOH I NG WATER IN BROWN nNE SAND SP MEAN H/Gy WA TER Z W - 11::. +5.85' TN� IE. +525' �� ». �� SURVEYOR: PECONIC SURVEYORS, PC .5 p z BOT OF POOL 5 FT . 4 PO BOX 909 _ a �# C0 � IE. +515 1E. +5.1'1' �\ / SOUTHOLD, NY 11971 W &ROUND N`TER TIDAL WETLANDS AS LICENSE # 49618 5' 8' ELEV 115 FT � #3 ENVIRONMENTAL 0 7 NTAL GON LILTING, MAY 4, 02 0 � m AUGUST 31, 2010 (LOCATED SHEETING) J � INC. MARCH 25, 2010 O M U ,� AREA OF LOT NUMBERS REFER TO "MAP OF MARRA TOOKA POINT" �.ri z EXISTING SITE AREA LANDWARD OF TIDAL WETLANDS. 23,636 SF / �\o� NON-DISTURBANCE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON W O "1 OP05ED &RAV/EL DRIVEWAY: 2,466 5F, 10.4 % LOT COVERAGE MARCH 9, 1927 AS MAP NO. 331. W PROPOSED WALKWAYS ON GRADE: I," SF, 0.6 % LOT COVERAGE NOTE: a FOLD ZONES FROM FIRM RATE MAP 36103C0482H LL 0- SEP TEMBER 25, 2009 � Q (D EXISTING SITE HAS NO TOPSOIL, AND NONE #2 PROPOSED RESIDENTIAL STRUCTURE: 1,9841 SF, 4.1 % LOT COVERAGE WILL BE STOCKPILED. TOP SOIL WILL BE r�� / / =WETLAND FLAG z W DELIVERED TO SITE AT LANDSCAPING /;;, LANDWARD OF TIDAL WETLANDS AS DELINEATED BY _0 PHASE, SPREAD IMMEDIATELY AND PLANTED SUFFOLK ENVIRONMENTAL CONSULTING, INC. MARCH 25, 2010 DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF DW-A WILL 501E CONSERVINGU LANDGAPE SPECIES ��—�� ELEVATIONS AND CONTOURS REFERENCED TO N.A. V.D. '88. DRY WELL AREA x RAINFALL x RUNOFF FACTOR 0 (1DW) IgBq SF x (2/12 FT) x 1.0 = 552 a. FT. z TRA VELED D/RT PROPOSED HAY BALES z� USE: (5) 8' DIAMETER x 4' HIGH POOL I RDAD SILT FENCE DURING (5) 6' )K 4' STORM DRAIN RING = 506 GU. FT. PRIOR TO INSTALLATION OF SUBSURFACE '":> / CONSTRUCTION 0 PfROVIDED REQUIRED DRAINAGE STRUCTURES, ROUGH GRADE SITE __4 z 506 CU. FT. > 552 CU. FT. TO DIRECT RAINWATER RUNOFF TO EXISTING LOW AREA AS RECHARGE/CONTAINMENT U (D W W. BASIN O _ I ALCULATIONS FOR AREA OF NEW WALKWAY & DRIVEWAY DW-B DRAINAGE N G C o O DRY WELL AREA x RAINFALL x RUNOFF FACTOR % NEW DRYWELL W/ OPEN METAL INLET .;. / GRATE (DW) (2'x8' DIA) FOR RAINWATER ~ (DW) 2615 5F x (2/12 FT) x 1.0 = 456 CU. FT. TEST HOLE EL 3.8' ` / RUNOFF FROM DRIVEWAY. INSTALL r _•,r.--, '� - . / PRIOR TO ADDING NEW FILL AND FINAL 8' DIAMETER x 2' HIGH POOL USE, (4'F) (4) 8' )C 2' STORM DRAIN RING - 555 CU. FT. `2 ` ' '_ I GRADING USE: (I) 8 DIAMETER x 4 HIGH POOL _ R 8' 4' STORM DRAIN RING = I68 GU. FT. ' A t () L 'Y A OF PiROVIDED REQUIRED ARz OF V z N FILL 12. Ii'i''" .. : rR 5c06 GU. FT. > 456 CU. FT. :W FILL I K .�. rY,, :r _ _ °� I ALL AREAS BOUNDED BY HAY BALES SILT FENCE SHALL BE SELECTIVELY LP CLEARED OF VEGETATION PRIOR TO NEW SANITARY SYSTEM PER SITE PLAN AND -` , ' ' ''"''` '`'` .�<: �p 1 }•�� _ :� _;�; FILLING SGDHS PERMIT LP ��. ,% I� 8 �W `'}` " - `'F LIP , ;,� S i LP �� _ — — 1 I PROPOSED HAY BALES SILT 06 z• &E:NERAL SE QUENG G E OF SITE AT 1\/I T I ES FOR THE ENTIRE SITE ♦ - nr I I E GE DURING CONSTRUCTION cnQ• � o p I I I. Installation of erosion control measures (silt fence barriers); „' I I o`\ �• o 2. Demolition of existing residence; 'r I I °o ; 3. Glearin and radin to direct runoff to designated area; n W J• U K WZW} 9 re—9 9 4. Installation of n,ew piling foundation; \ ~ a Z p ; a, I r / � �l NEW DRYWELL (DW) (4'xS' DIA) FOR W• M w o 5. Filling and rough grading of site w/clean sand per SITE PLAN; rr I I�,, 1$ ' I RAINWATER RUNOFF. CONNECT TO a LO °o rr 6. �Srading drlvewcay and installation of crushed stone surface; �� r I ,��- cb;; I DOWNSPOUTS w/6" DIAMETER PVG PIPING W• Nco 7. Installation of ddrainage structures, sanitary, water, and electric lines; I r — — — — (TYP) _r L Q 1-• c=i � S. Installation of r�emalning erosion control measures (inlet protection w/filter fabric); I + I q, construction/fraiming of residence; eg.X l 10. Delivery/spreaading topsoil and final landscaping/seeding; / -" / II. Removal of the erosion control measures. I AREA OF 8 NEW FILL _ AREA OF CONSTRUCTION SURFACE IN AREAS OF SI �E DATA �\ NEW FILL NEW GRADE IS GLEAN SAND Site Area: 25,045 sctuare feet Pre-Development runoff Coefficient: 30.00% (light vegetation) 6-- _ Post-Development Runoff Goefficent: 52.2% P OF NEINY S C Sq 0 Soll Classification: See test hole CAP . Rec:elving Waters: Low point on site , X EXIS77NG STEEL. SHIEMNG `�® x x AREA OF NON-D I STURBANGE FLOOD ZONE LINE ,�018350-'\ c < z z PROJECT NO: 1002 O X TIE LINE N HIGH WATER z MEAN HIGH WATER DRAWN BY: UT o CHECKED BY: TS MEANI HIGH O WA TER � DATE: 10/13/11 z SCALE: 111 = 20'-0" 0 0 SHEET TITLE: 0 C- M -c SITE 67REAT FEGON I G BAY DRAINAGE N PLAN SITE DRAINAGE PLAN SHEET NO.: SCALE: T' = W-0" PERMITS & BIDDING SET WIRE FENCE NV FILTER CLOTH HAYBALE � SILT FEN�E GE NERAL ENERAL STOR1"1'l�IATER POLLUTION BOWHAYBALE AREA DETAIL PREVENTION NOTES TRAFFIC BEARING LOCKING CAST IRON FRAME AND COVER TO GRADE rxrn""rY r�"r, r FINISHED GRADE SITE DESCRIPTION #kkk Development activities for this project will consist of the demolition of an existing house and METAL WIRE FENCE p p g N FLOW N FILTER CLOTH the demolition of existing residence, installation of erosion control measures, construction of a FILTER CLOTH AND METAL PO5T5 10' TRAFFIC BEARING new residence; filling the site as shown along with all associated site work. The site work will MIN,6'BELOW GRADE ro""rrr TOP SL;E2 r � ' include: grading of the proposed drivewa installing the proposed drainage structures; MAX SPACING •.: _ � .:�- • g g p p y% 9 p p g , rddYrr wwrrrt"+"r"rYr •..i. �:;, installation of proposed sanitary system and water lines and electric lines. All improvements Z rn rrrr�'rm are to conform to Federal, State, County and Municipal standards and specifications. rrryryrr r -� rr GENERAL SEQUENCE OF 517L _71\/IT1ES FOR THE ENTIRE SITE U " , Im •'' / I. Installation of erosion control measures (silt fence barriers); O �- n r,r �" 2. Demolition of existing residence; � "off rr'r�rr"'r"" "� �� ` � �%�� 3. Clearing and re-grading to direct runoff to designated area; W w 'w"r rrr ' �� INLET ��• 4. Installation of new piling foundation; Q ," W t 3 ANGLE STAKE INTO /j�� o 0 0 / 5. Filling and rough grading of site w/clean sand per SITE PLAN; :r"+y rrYrr r �Y ml / MIN. 4 0 0 / PREVIOUS BALE �� GLASS0 �� 6. Grading driveway and installation of crushed stone surface; rrr""r """r"rY r �� ,� 7. Installation of drainage structures, sanitary, water, and electric lines; W "rrr r —� �� PIPE PITCHED ❑ o o a �' �.. �l�w — � 8. Installation of remaining erosion control measures (inlet protection w/filter fabric); "r r `�� . Construction/framing of residence; (n Q MIN. I/8"/I' m 2"REBAR,STEELPIG T50R 10. Delivery/spreading topsoil and final landscaping/seeding• n n n 2' � � � � ,I 2 X 2 5TAKE51-1/2 -2 IN 6ROUND tn BAGKFILL MATERIAL 11. Removal of the erosion control measures. O U DRIVE FLUSH NV TOP OF BALES p TO BE GLEAN SAND, } AND GRAVEL SITE DATA � BOUND HAYBALES W O Site Area: 25,043 square feet W (ABUT TO ADJOINING BALE TIGHTLY) UJ ❑ o �' Pre-Development Runoff Coefficient: 30.00% g g(light vegetation) 0.. Post-Development Runoff Goeffccent: 32.2% Soil Classification: See test hole O H HALEBALE TO BE EMBEDDED INTO 501L MIN. ABOVE Receiving Waters: Low point on site (D Q / MINIMUM OF 4'AND BINDIN65 PLACED HORIZONTALLY GROUNDWATER ZZ W ON POLLUTION CTROL ME�4SURES w In accordance with the provisions of the USEPA General Permit, storm water management, (� V`QZAPSILT FENCE UNDERHAYBALE �� erosion and sediment control measures Including, but not limited to, the foilowin shall be AND DRIVE STAKE THROUGH. BAGKFILL MATERIAL TO' BE 6 MIN. PENETRATION g g Z) H• GLEAN SAND, AND GRAVr'EL IN VIRGIN STRATA employed during construction: Of Z A. Existing vegetation to remain shall be protected by installation of construction fence or � OF SAND AND GRAVEL other approved means, and shall remain undisturbed. co O Z CL B. Clearing and Grading shall be, scheduled so as to minimize the extent of exposed areas O I I and the length of time that areas are exposed. A maximum of 5 acres shall be disturbed at c) (D SP � G TION OR 1�T EENGE R ® A E RING one time unless written permission is ranted b the NY SDEG. Gr T�� ado p g y d and stripped areas W Nell O shall be kept stabilized through the use of temporary seeding as required. Seed mixtures, MIN O N.T.S. shall be in accordance with the soil conversation service recommendations. DEFINITION and PURPOSE C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin withiin A temporary barrier of geotextile fabric (filter cloth) used to intercept 21 days as sections are completed, or if construction on an area is suspended, the area slholl sediment laden runoff from small drainage areas of disturbed soil. The purpose of to slit fence is to reduce runoff velocity and affect deposition of transported be seeded immediately. Q sediment load. Limits imposed by ultraviolet stability of the fabric will dictate a. Seed preparation - scarif+� soil if compacted, remove debris and obstacles such as roots and stumps. they maximum period the silt fence may be, used. b. Soil Amendments 1) Lime to ph 6.0 CONDITIONS WHERE PRGTI(fEPPL I ES 2) Fertilize with 6600 Ibsof 5-10-10 or equlvalent per acre (14 Ibs/100 sq. ft.) A silt fence may be used subject to the following conditions: SPEC I F I GAT I ON FOR STFRt)AN EALE c. Seed Mixtures I) Temporary seeding 1) iMoximum allowable slope lengths contributing runoff to a silt fence are: I a. Ryegrass (annual 01 perennial) 30 Ibs. per acre (0.7 Ibs per 1,000 sct. ft.) b. Certified "Aroostook" winter rye (cereal rye) ® 100 Ibs. per acre (2.5 Ibs SLOPE STEEPNESS MAX. SLOPE LENGTH per 1,000 scL. ft.) use winter rye if e,eeding in October/November. 2:I O 2) Permanent seeding - See Landscaping plans 06 Z. 5:1 75 ft. DEE I N I T I ON and PURPOSE to t` 4:1 125 ft. D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocitides. Q C 5:1 175 ft. A temporary barrier of straw or similar material fused to intercept sediment ;: flatter than 5:1 200 ft. laden runoff from small drainage areas of disturbedsoll. The purpose of a Runoff shall be diverted away from cleared slopes. J �� N o 0 bale dike is to reduce runoff velocit and affect deposition of the W -�' 3 y P E. Sediment shall be trapped on thesite and not permitted to enter wetlands, adjacent a z LL 2) Maximum drainage area for overland flow to a silt fence shall not exceed Y2 transported sediment load. Straw bale dikes howean estimated design life properties, public roads, or drainage systems. Sediment barriers shall be installed along t:he :D W• o wpm acre per 100 feet of fence; and of three (3) months. limits of disturbance prior to the start of construction, and shall be maintained until a N cD 3) Erosion would occur in the form of sheet erosion; and construction is complete. g W. N = GOND 1 TI ON WHERE PRACTI GE APPLIES ES ? Q F-• � � 4) There is no concentration of water flowing to the barrier. F. A stabilized construction entrance shall be maintained? to pre??vent soil and loose debris Provide straw bale dike where: from being tracked onto local roads. The construction entrance shall be maintained until the Cn (n. GRITERIA FOR SILT EENGE MATERIALS I) No other site Is permanently stabilized. Any sediment tracked onto public roads shall be removed or 1) !Silt fence fabric shall meet the following specifications unless otherw practice 1s feasible otherwise p cleaned on a daily basis 2) There is no concentration of water in a channel Pr other drainage way approved b the appropriate erosion and sediment control plan approval 6. All runoff shall be retained on site in accordance with local regulations and approvals. pp yp pp over the barrier authority. Such approval shall not constitute statewide acceptance. Statewide 3) Erosion would occur in the form of sheet eros;ior Drainage inlets Installed on site shall be, protected from sediment buildup through the use of acceptability shall depend on field and/or laboratory observation and 4) Length of slope above the straw bale does notexceed these limits: appropriate inlet protection. evaluations. GRADE OF SLOPE PERCENT OF SLOPE SLOPE LENGTH H. Appropriate means shall be used to control dust during construction. OF NEW 2:I 50% 25 ft. ��P FAIBRIC PROPERTIES MIN. ACCEPT. VALUE TEST METHOD I. Sediment barriers and other erosion control measures shall remain in place until upland � G grr.�b tensile strength CIO Ibs. ASTM D1682 2 I 40gb 50 ft. o 2 ' disturbed areas are permanently stabilized. Following permanent stabilization, paved area z 5:1 55% 15 ft. shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as elo ngtion at failure 50% ASTM D1682 g y mullion burst strength IQO psi ASTM D3786 3 2:: 1 30% 100 ft. necessary. ' + purncture strength 40 lbs. ASTM P151 4:1 25% 125 ft. J. The owner/contractor is responsible for inspection and proper maintenance of erosion '" �;� 013350A � ' slurry flow rate 0.3 gal/min/sf control measures. Inspections must be performed by a certified erosion control specialist, = ecLiuivolent opening size 40-80 US ST. solve GW-00215 Where slope gradient changes through the drainaige area, steepness refers licensed ;" .•• - �� ultraviolet rod. stability CIO% ASTM 6-26 to the steepest slope section contributing to the stave bale dike. The professional engineer or a trained technician working under the supervision of a licensed PROJECT NO: 1002 practice may also be used for a single family lot if'.he slope is less than IS professional engineer every seven calendar days and immediately after periods of roinfolll 2) Fence posts (for fabricated units): the length shall be a minimum of 36" long. 90. The contributing drainage area in this instanea Bali be less than one greater than one half inch. Maintenonce measures are to include, but are not limited to, DRAWN BY:cleaning of recharge bosins, sediment traps and drywells, cleaning and repair of sediment UT Wood posts will be of sound quality hardwood with a minimum cross sectional acre and the length of slope above the dike shalll le less than 200 ft. barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The owner/contractor 1s re juired to maintain copies of the NOI, SWPPP $ General CHECKED BY: TS area of 3.0 sq. inches. Steel posts will be standard 'IT" and "U" section Permit on site at all times. NOI and General Permit shall be posted at all times. welighing not less than 1.0 pound/lin. ft. CONSTRUCTION SPEC I E ICATI ONS: DATE' 10/13/11 1) Bales shall be placed at the toe of a slope orr on the contour in a row K. During construction, the contractor will comply with all local regulations concerning the 5) Wire fence (for fabricated units): wire fencing shall be minimum 14 Y2 gauge with ends tightly abutting the adjacent bales. disposal of solid waste, debris, and toxic and hazardous waste, as well as sanitary sewer and SCALE: witlh a maximum (5" mesh opening, or as approved. 2) Each bale shall be embedded in the soil a minbirrum of 4" and laced so septic system regulations. Temporary fencing shall be erected around the perimeter of the: 1" = 20'-0" p site along with the placement of dumpsters to control the buildup of debris. The contractor 4) Prefabricated units: ENVIROFENGE or approved equal may be used in lieu the bindings are horizontal. shall periodically clean up any debris accumulated along the temporary fence and empty the SHEET TITLE: of above method providing the unit is installed per details shown. 3) Bales shall be securely anchored in place by Eether two stakes or dumpsters regularly. re-bars driven through the bale. The first stake ineach bale shall be driven L. After the project is complete, the owner will be responsible for filing a Notice of SITE CONSTRUGTI ON SDEG I E I GAT1 ON5 toward the previously laid bale at on angle to form the bales together. Termination Stakes shall be driven flush with the bale. (NOT) with the NYSDEG to close out the open SPDES General Permit No. 6P-O-08-001 for DRAINAGE I) Woven wire fence to be fastened securely to fence posts with wire ties or 4) Inspection shall be frequent and repair replaccenent shall be made Storm Water Runoff from the construction activity. �+ { stables. promptly as needed. NOTE) 2) Filter cloth to be fastened securely to woven wire fence with ties spaces 5) Bales shall be removed when they have served thelr usefulness so as not The contractor must complete the construction sequence schedule in the report with startand end dates. eveery 24" at top and mid section. to block or impede storm flow or drainage. 3) When two sections of filter cloth adjoin each other they shall be overlapped N. Unless otherwise directed by the owner, the contractor is responsible for maintaining the SHEET NO.: by 6" and folded. necessary records of construction activities, preparation of inspection reports, and report:ing 4) Maintenance shall be performed as needed and material removed when it release of pollutants to the proper authorities as necessary to comply with the Nationwide Permit. The contractor will report any requlred modiflootlons to the SWPPP necessitated by has served its usefullness. field conditions or construction activities to the Architect for revision of the SWPPP where appropriate. PERMITS & BIDDING SET qa4 REVISIONS FLOA NG DOCK 8.(/I I PER TRUSTEES TEST HOLE LOCATION MAP SEPTIC PROFILE . SITE DATA (N.T.S.) TEST HOLE DATA SCTM # 1000-123-08-24.1 McDONALD GEOSCIENCE BUILDING, WALL FF EL 10:.3 FT 3125110 F� PROPERTY: 170 PARK AVENUE EXTENSION &BADE LINE ELEVATION 6.51 FT. ADDRESS MATTITUCK, NY MIXED SAND AND LOAM OWNER: DAVID & LIBBY ROSS _&BADE LINE EL.EYATION ±6.5 FT. 2, BROWN SILTY SAND SM ` 68 DUBOIS ST., DARIEN, CT 06820 I' MIN. 2' MAX. 2.J' N Su�aKA ro WA7FR R"SUFa SITE: 28,043 SF = 0.644 AC WATER /N BROWN SILTY SAND SM \ 4� 4,407 SF WETLANDS 1/411/FT. TOP OF POOL 5.5 FT 5' Z MA ATOO�KA REEK LEACH I N6 WATER /N BROWN FINE SAND SP , �,. � � `\�\�� ZONING: R-40 Y TANK POOL �,�. � �, \\�\ O� v IE. +5.85' IE. +525 \\, 11' a,R \\\`\ \\ k SURVEYOR: PECONIC SURVEYORS, PC W fycl BOT OF POOL 9.5 FT \ , \\ �-- \\ U + '— IE. +5.1"i' P^ ;� \ \\ � ,�� o PO BOX 909 — IE. 5.'15 &ROUND WATER �,\� . \ it \ SOUTHOLD, NY 11971 Z ELEY 1.5 FT \ \ \ �� \ W ~ \ \ ��,�\ �y\\� LICENSE # 49618 0 Q MAY 30, 2007 C MAY 4 2010 U c AUGUST 31, 2010 (LOCATED SHEETING) EXISTING SITE AREA LANDWARD OF TIDAL WETLANDS: 23,636 SF LOT NUMBERS REFER TO "MAP OF MARRATOOKA POINT" U) Q FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE OM (!) m PROPOSED &RAVEL DRIVEWA%(: 2,466 SF, 10.4 % LOT COVERAGE MEAN HIGH WATER MARCH 9, 1927 AS MAP N0. 331. O _ 578°IS'p,0 � PROPOSED WALKWAYS ON 65 ADE: 1401 SF, 0.6 % LOT GOB FOLD ZONES FROM FIRM RATE MAP J610JC0482H Z 774'4/,VE SEPTEMBER 25, 2009 W O 2 U PROPOSED RESIDENTIAL 5TRUIGTURE: I,aI84 5F, 4.1 % LOT GOVERA&F Q MEAN H/Gy 1 =WETLAND FLAG b$ I— W DRAINAGE +CALCULATIONS FOR AREA OF NEW ROOF DW-A WATEIp \� � LANDWARD OF TIDAL WETLANDS AS DELINEATED BY' UL 1 SUFFOLK ENVIRONMENTAL CONSULTING, INC. MARCH 25, 2010 O Q DRY WELL AREA x RAINFALL x RUNOFF FACTOR \\ (� WETLANDS Z = W (DW) iq&i 5F x (2/12 Fr) x I.O 332 GU. FT. ELEVATIONS AND CONTOURS REFERENCED TO N.A. V.D. '88. Q USE: (3) 8' D I AMETM x 4' HIGH POOL \\ �' >omm (5) 8' X 4' STORM GRAIN RING, = 506 GU. FT. TIDAL WETLANDS AS PROVIDED REQUIRED \ FLAGGED BY SUFFOLK U ENVIRONMENTAL CONSULTING, � Z 506 C.U. FT. > 332 GU. FT. \ INC. MARCH 25, 2010 DRAINAGE CALCULATIONS FOR AREA OF NEW WALKWAY & DRIVEWAY DW-13 ��, /' j O DRY WELL AREA x RAINFALL x RUNOFF FACTOR �\0.,% �0 Z (DW) 2615 5F x (2/12 FT) x 1.0 = 436 C.U. FT. ry \\ WETLANDS 0 (D q USE: (4) 8' DIAMETER x 2' HI&H POOL Y (4) 8' X 2' STORM DRAIN RING, = 355 CU. FT. '� \ O V USE: (1) 8' DIAMETER x 4' HIGH POOL IP Q (1) 8' X 4' STORM DRAIN RING, = 165 GU. FT. ��/ 2 Q PROVIDED REQUIRED G�,9 I Q 506 C.U. FT. > 436 CU. FT. CO�/ EXIST UTILITY POLE NYT 31 PROPOSED HAY BALES �7RA1,1ZED -IC $ SILT FENCE DURING ,° 7,s �O TEST HOLE 1 - 01. DIRT ROAD / CONSTRUCTION EL 3.8 'x8' \� __ _ -4 �O O WATER i NEIG,HBRI ON6 - • • - METER o� o �RESIDENCEL �,, 'L (DWELLING Q�py q� • - Ox E NEW DRYWELL W/ OPEN METAL INLET PUBLIC , 4 GRATE (DW) (2'x8' DIA) FOR RAINWATER O,O� TJ�Ij� ` __ / RUNOFF FROM DRIVEWAY AND WALK TYP °� Z• �-J to EN UNDERGROUND U)U) Q NEI&HBORIN& UTILITY LINE /g, NEW GRAVEL � � RESIDENCE —_DfIVEWA Y - I AREA OF NEW FILL N 0 J • / 1F BOSS I ` ' I 2 W - - :W5; � Y,4� NEW UNDERGROUND H ° (! (DWELLING FLOOD I ` PAR KI G I PROPANE TANK _ Z W/ PUBLIC / .- W• 0 w to in 0 WATER ZONE I E NEW UNDERGROUND a N co LINE EXP�� ,� WATER LINE e +r 4 q L t We N XP ` __ AREA OF LP ALf ` 6 /' x FLOOD ZONE LINE Q 02 6� NEW FILL /` _ _ • NEI&HBORIN& �x8 _ L. � f a � �< � d S oy I LP�� % s � ONE AE = a .° cn cD- �•� : - `�6 '��, 0 : - /VE' el 7 PLUMBER CERTIFICATION` k,.i�� "'PAN Cy / O ON LEAD C T- n `�t�IA�� t' CONTENT F EFL,: - PROPOSED NEW SEPTIC SYSTEM �`( ,��% CERTIFICATE OFOCCUf /,�, ;Y FORA 3 BEDROOM RESIDENCE Lp L�� ► RE-5111E ' - 1000 GAL SEPTIC TANK (ST) 2 I ;_� P`, I g/ SOLDER USED 1PY' :`<<t;TER - (5) 8' DIA x 2' HIGH LEACHING POOL (LP) ;EXPI-�- I Y,q LOT 2 SUPPLYSY .r,'I,'� T PLUMBING , � � RD STEM G, • „ .. � ,�York - FUTURE LOCATION FOR (5) S DIA x 2 $ ,J, (DWELLING ALL PLUMBING WASTE ��E HIGH LEACHING POOL (EXP) \6, / III I I I I I 'b ' \ WITH PUBLIC EXCEED 2/1 D OF 1 i''n Li r`;L:. &c WATER LINES NEED < i � I �� '\ _� \ TESTING BEFORE COVERING \ I WATER) j�7 EXISTING SANITARY SYSTEM (EX) TO BE REMOVED :bW �_..' I / cA ELECTRICAL FLOO —0f lE.,,, r - v o J FLOOD t�I�� .or LINE IN BETWEEN Q I 1 `— — NE NWAYWELL (DW) (4'x8' DIA) FOR �;�; , 1 ' 'S0 MOLtD 1'U �� ("?17.: 1 AREA OF W �• PROJECT NO: EXISTING RESIDENCES NEW FILL I \ I J j 1 TER RUNOFF FROM GUTTERS TYP � �, �/ 002 DO NOT.PROCEED WITH DRAWN BY: LINE IN BETWEEN FRAMING UNTIL SURVEY UT 6 - _ _ FLOOD O ' _ — _ - O OF FOUNDOc Tld(� LC,CAT{dN CHECKED BY: ZONE LINE o EXISTING RESIDENCES HAS BEEN APP ROVE, n0' �. TS � AREA OF NEW FILL I TIN STEEL SHEEING - - DATE: May 10, 2011 c� E� PROPOSED HAY BALES 4 51 LT f r can ZONE VE el 7 FENCE DURING CONSTRUCTION ��' SCALE: EXISTING r _�... � ..�' f„ _ „ ' I 1 - 20-0 HOUSE TO BE 70 ZONE VE e/ 8 � DEMOL I SHED _ FLOOD ZONE LINE u f ?Fl, `9 ; t � SHEET TITLE: EDGE OF TIDAL WETLANDS AT MEANv_ HIGH WATER AS DELINEATED BY v WAR MEAN HIGH WATER �I `"� SITE PLAN SUFFOLK ENVIRONMENTAL m LINE HIGH f!'jN CONSULTING, INC. APRIL 26, 2011 1°Z4'S0"'Y MEAN APPROVED AS NOTED DGE OF TIDAL WETLANDS AT '� MEAN H/GH WA7LrR � BY N HI&H NATER AS SUFFOLK DELINEATED UFFOLK ENVIRONMENTAL DATE` �� g•P•#3�� ` r N N� CONSULTING, INC. APRIL 26, 2011 FEE: ` /. ' BY Z NOTIFY BUILDING DEPARTMENT P 765-1802 8 AM TO 4 PM FOR THE•'; " SHEET NO.: I FOLLOWING INSPECTIONS: �jj' �-.;�• p . sl 1± PLAN0 1. FOUNDATION-TWO REQUIRED 2 ;) 0 FOR POURED CONCRETE 1 �• `� 2. ROUGH-FRAMING,PLUMBING, SCALE: 1 = 20'-011 STRAPPING,ELECTRICAL&CAUL ING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL GREAT FELON 1 Co BAT MUST BE COMPLETE FOR CO. RETAIN STORM WATER RUN FF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEUVPU RSUANT TIO CHAPTER 2 IBLE FOR OF THE DESIGN OR CONSTRUCTION ERRORS. WIND-BORNE:. DEBRIIS PROTECTION FOR OPENINGS .. STRUCTURAL RVIW BY STV MARSCA, P 155-0-7 WEST MONTAUK H I OHWA`I', HAMPTON BATS NY I I ci4C FOR WALL OPENING PRO)TEGTION OI=120 MPH 5-SECOND WIND GUSTS( PHONE 651 �28 C1480 MAX I MUM MEAN ROOF HE I GHT: 55 i) 51MP50N LSTA - 20 SASE RIDSE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY r x v6w1°a sAPRAFTER CLASSIFICATION DESIGN CRITERIA: - ICE SHIELD UNDERLAYMENT S I N6LE FAMILY RESIDENTIAL SHUTTER ASSEMBLY I,, \ REGUIRED - 24 FROM EDSE DE516N IN AGGORDANGE WITH AMERICAN N.T.S. °.I ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I � \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE >- 23/32" (5/4") APA 5PAN-RATED 48/24 5iHEATHIN6 GRADE PLYWOOD I N, HEIGHT PRESCRIPTIVE METHOD z (OVERLAP AROUND OPENINGS 4") I 1 ' ALTERNATE POSITION OF i ti HURRICANE CLIP USE 55 -O MAXIMUM GROUND SNOW LOAD - 43 PSF. V ASSEMBLY: I.' ( I SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. � #IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. W W ODD SCREW ® I6" O.C. I I slMPsoN H2 HURRICANE BEDROOMS - 50 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TOBUILDING: I I • - CLIP NAILED. FROM V #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W✓ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH z Q MACHINE BOLT ® 12" O.G. r� 1 s I AL AL EACH ErRS SEISMIC DESIGN CATEGORY - B u \ I RESIDENCE: X WEATHERING - SEVERE I APA RATED PLYWOOD TO 11 w Q • r EXTEND TO TOP OF TOP PROVIDE ad COMMON FROST LINE DEPTH - 36 1 PLATE. NAILS ® 4" O.G. AT m \ 1 SRTIOR EDGE OF ALL TERMITE - MODERATE TO HEA1IY � V 1 TYPE OF CONSTRUCTION 6. JEGAY - SLIGHT O z CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES W V CONSTRUCTION H LL F- �' , I LTI PLE SECTION ASSEMBLY: O W I I I 1/4" THICK BOLTS 2' OG z w II i , GENERAL (VOTES o >= (9 I" w It I °� I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Z V ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 0 PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. I-- p„ TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGYen I I I I i I 11 5IMP5oN M5T21I MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. z I I 1 1/21, WIDE - 20 SASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOU6LA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 0 METAL STRAP c48' or,. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W 0 11 I I 1� I°r 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL " ELECTRICAL AND MECHANICAL COMPONENTS TO BE � ryQ7 I 1 s DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY � I I � 1 � STUDS®16" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. � N.T.S. I I'l. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 1 I ( ( ( 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM Q FOR PANEL SPANS:4' OR WIDER 5P'AN J I q' K' FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 BOLTS, 3/4" DIAMETER. I 25/52" APA 5PAN-RATED 45/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP T OF 1 I VERIFIED BY CONTRACTOR(S) PRIOR TO STAR INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS ® 24" OG I°J -' I�j - AROUND SILL PLATE _ 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AND OWNER. I , I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L ! . DO NOT BAGKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I -SiIMPSON MST21 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4F'S: # lOx3" (w/ WASHERS) GALVINIZED OR I I M11 2AL STRAP 45"&A E LF-55 THAN 5%. CONTRACTOR SHALL VERIFY THAT , � STAINLESS STEEL WOOD SCREW ® 12" O.G. THESE CONDITIONS ARE MET. ALL FILL BENEATH .k... PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STRUCTURAL PANEL: FASTEN TO BUILDING w/ 4 MAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO c15% AND IN BASEMENT" ( IF APPLICABLE ). POSITION 2). ATTACHING STRUc�. ASd NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. I otf Z • #IOx5" (w/ WA5HER5) GALVANIZED (OR STAINLESS STEEL , ;•; eon WOOD SCREW ® 16" O.C. SMOKE DETECTORS REQUIRED IN EACH BEDROOM rn`Y ALTERNATIVE FASTENER FOR SHUT7rER TO BUILDING: 2 - #5 REBAR � '7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ..«, x h SILL PLATE ON E'AGH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. iw/ #10xl-1/2 ( W/ WASHERS) �'� ` TZEATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVEN:. MACHINE BOLT a 12 O.G. ., ' `- ' SEE FOUNDATION DW�'3. � B�' TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BJILDING GOD.#'.' J � � Mapco FOR DESISN. �:i8° 12� .�. ®48• oc. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. COO � ;t FENDED": Wp•-5HER. �. ANY ALTERATION, REPAIR, ADDITICN ,0R GONVEi<;�10N TO � «� "� ��s Z w a 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT � 3 4 z WINDOWS - GLAZED OPENING `y �s-' PENETRATIONS NO;N REQUIRES THAT ALi. SLEE''E N0 ROOMS IN THE = '!i .v m L ci. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 8 Q� PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WIND01.45 1i4'TER�..ONNEGTED SMOKE ALARMS. 2 W • N 0 4 IN ACCORDANCE WITH LARGE MISSILE TEST OF _ `►HE NYS ..ODES AL50 APPLY TO �'�;:GE550RY '� � �' • �.�M-. ASTM E 19a6 AND 0F= ASTM 1886. AND DECKS ETC.. CONTRACTOR MAY USE WOOD 5TRUI07URAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN '�' SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. M_ STRUCTURE DESIGN. HARDWARE PROVIDED. FPANELS To BE PRECUT ASTENERSRTo BE E51GITH NED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD i PANELS TO BE MAINTAINED ON SITE FADER + SILL PLATE. SHALL GOI�IPLY W/NYSBG CHAPTER #2304.�.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL.. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDIidso CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. _oF t4EW Yoh, P G.sA �� P5 MGF � < NAILING SCHEDULE FRAMING NOTES M S P _ TAKEN FROM 200) EDITION WOOD FRAME CONSTRUCTION M/.a1UAL, AMERIGAN FOREST I. ALL FRAMING LUMBER SHALL BE GLADE STAMPED IC, PLYWOOD SHEATHING TO BE NAILED WITH 8 d 411 4 PAPER ASSOCIATION DOUGLA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. � , o BETTER. I NTERMED I ATE. 51ZF-D FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXF05URE I, 5/8 „ :Th RAFTER/TOP PLATE 3-8d A (TOE NAILED) MIN. THICKNE55 OR AS NOTED. I I EXTERIOR AND WATERPROOFING 5 L L PROJECT NO: ING BE BY ARCH TECT. 1002 o 10 ° CEILING JOI5T/TOP PLATE 3-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STUDD FLOOR, v CEILING JOIST/PARALLEL RAFTER (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 1 ALL ROOF RAFTERS SHALL BE ATTACHED To THE PLATE UT CEILING J015T LAPS OVER PARTITION -1-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-Sd (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-5d (TOE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HURRICANE TCS 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED RIM BOARD/RAFTER 2-I6d (END NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CLIPS AT ALL PERIME`1 f�rZ JOIST TO GIRDEfR DATE: TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. $/10/11 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) Q o STUD/5TUD 2-I6d (FACE NAILEi2) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. I ALL PRE-ENGINEERED LUMBER SHALL BE GEORG!A h HEADER/HEADER I6d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR AL!_ JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ::LL JOISTS, GIRDERS AND ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR sHEEL 100< O (,45 T TiTLF: O BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED,) CIRCULATION IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS IN5TA1LL D o J015T/5ILL, TOP PLATE or GIRDER 4-5d (TOE NAILED; AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sky!Ights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL BLOCKING/JOIST 2-8d (TOE NAILED) stairs eto. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" c5 oLE RooFU BLOCKING/SILL orTOP PLATE 3-I66 (TOE NAILED) "7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & L 100 0 <,50 0 to < o <,45 LEDGER 5TRIP/BEAM 3-I6d (FACE NAILED) -- PERIMETERS. HANDLING, STORAGE, AND ERECTION OF j PARTITIONS OR A5 NOTED ON DRAWINGS. JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE ad COMMON NAILS® 4' O.G. BAND J0I5T/JOI5T 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) 11 WITH RATED GALVANIZED METAL CONNECTORS BY P. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 10° o <,30 O PLYWOOD ROOF DEGKING 8d a4 O.G. EDGES, @8� O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLT: a 12" G.G.. SHEET NO: PROVIDE 8d NAILS ® 411 O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d a4" O.G. EDGE5, a " O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HISH-1 PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d ®6" O.G. EDGE5, a 12" O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS '�. THIS DRAWING 15 AN INSTRUi-i N i r REPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CON5TRU�•''"ION AND SHALL NOT BE ZONE COMPONENT AND CLADDING PRESSURE S ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTR.'IED AS A CONTRACT BETWEEN BUILDER AND OWNER. ," Z r� 2x4@16" TREATED WOOD FRAMED V ENC1-05WRE w/BATT INSULATION FOR WATER D SERVICE 8 SANITARY WASTE OUTFLOW IIIIIIIIIIII W 4 5 6 7 V F- r W I I ' I PROVIl�tE 2X4 024" TREATED WOOD 2'-O" 3' 8" ' W a FRAMIIII, S FROM UNDERSIDE FLOOR 1 i m FRAM1b 5 TO GRADE, LATTICE PER 12" 5'-O" 5'-O" 12" ; u� SPECS. 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N FV- " III _2x12016m FJ 2XI2616" FJ 2x12oIb" FJ _ 1x8o1b" DJ I 2x8o16" DJ 2x8016" DJ _ ------- -------------- 1 co (n- ------^---------- I I 1 i i i SMOOTH 5MOOTH I 1 SAND FLOOR III I SAND FLOOR -• I I I i ii i" I I I I �� I I I I I I I I I III II II I I I L11 _ � I I I I I ------ -- (5)2x12 -- ------- ---------(5--)-2-x-12----- -� --1------ O f NEWL 3XI ----------- ----------------/5 _ -- - ----- I /5 r7 -f--- r r -------------- ----- 0----------- )56" IDE q,yY� / �r c0 n 1 --------- 4 I L. TT r- E II I I I Wii- �D I E OF STUD WALL L----------" " �.. II , ----- I 10 DIAMETER PILING. SEE FRAMING ABOVE III I I LINE OF SECOND FLOOR WALLS BELOW I i----_--------- I I I I PILING NOTES BRACING I I Ict`G, - F 4" ALUMINUM GUTTER PER SPECS., DETAILS IN SPECS. PITCHED TO DOWNSPOUT5 SHOWN — "} LL __(2)2X8_-JJ �( /� PROJECT NO: 1002 ' 4'-0" I'-4" �'-O" '7'-6" 12'—O" 1'-6" —I'—O" 4'-4" BRAWN BY: 15'-1" 20'-10" 15'—I" TICS 8" DIAMETER PILING TO 4' CHECKrD MY. BELOW &RAVE FOR SUPPORT OF STAIRS DATE: 8/19111 ISCALE: U Ir m"' L A I'ME, 0 P 1/4" SCALE: 1/4" = 1' -0" SHEET TITLE: N I SCALE: 1/4" = 1' -4" FLOOR PLANS SHEET NO: PERMITS & BIDDING SET a'-O" lot-oil 1 '-0" 6'-0 " la'-O" 10'-O" �. z 10'-II" 51_01 Y V D b'-II" 6'-II" II'-I" a,_2y " 1 „ 2,_ „ „ „ 2 -8 -I 3-I I 3-I I -I '1�2 '8�2 a-�2 W z W CaC Q G IN HAI CHED AREA, BOTTOM W Q OF PECK JOISTS FLUSH m A/BOTTOM FLOOR JOISTS 1)2xb EACH SIDE OF BRACKET. SEE DETAIL IN SPECS. p DE INSULATION 4 &YP. BD. FINISH IN -- --------- ------------ O Z TTIG TO 4 FT. HI&H I OZE WALL (3)2xb POST - --- ----- ------------ 0)2x6 POST V — — — — —— — — —— — — — — — — — — — ---------------------------- At, W -- - -- — - - - - - - - - - - - - - - - - _ 0. Et N9 ——————— ——————————— RO -- - -- ---- ------- TW3 52* CN 25 N CN125 TW3 52* ry- / r t _. iiLL E r I I II O GH I'— Ell ui �2" 2110„ _6y�. sr r I z - f U '.:v:..: a WORK SHOP o �e I 5 r 2 I _ iLi II FLUSH ti' ?� VINYL FLOOR O (5)2x6 - z IVA O _ I I POST a 5,_0„ 5_2, �I uE ATTIC = I - - -- - - 5 — 6 5 2XIO.16" RR I BE ROO 7T = �o _ - - - I ( 14'-I" I 1(2)2x10 I" 0' ATTIC _� 2 ,; :. D FLOOR = 4 2.8 - t- 2x10®I or GJ - --- — - _ I cv 2 WORK BENCH SEE PEG AUNIDR - -- ° I — 9 ---_' - ---- --------------- -- - --- -- --- — _ � r 1 I „ b m by ' S'-8 2„ STAI - --- G - - LOOR = W C� � � I � I Wo :r 2 = I I HALL_ _ — — R/F over _=— - - --- ----- - � n �1 � m I � i o '-�2" 4'-IOry : . I'-8" a'-�2" - --- 2, I , 8 list -71 . FLOOR $ i Cn I N -, P N ---- --- ------ ------- -.. — O 6■ RR - -- --- F6POLE 2 - --- - I 2xlry I ;" Isl —T O Op -- -- CABINETRY BY OTHERSto ( N G - --- m` x n p 2x10®I RR 1 - NI ��' � •� - --- m � O- n II � -- --- I � = r- 110®1 G I 1 — KITCHEN x GLu n 13 I 27 m III ,., - -- o , nl N I II I - ---- i I WOOD FLOOR I ml = I - k ATH N ---- --- I - 2 1� �„Rr+�►re iiGL. 1 - - O'-by , ISO„ _ 2,�1 „ i b' by „ 8 g, , 1 I - - ® .. _ _ ---- --- 21 2„ -- --- 2 I-3„ _ 2 _ 12 - i m O (p HW 4' ` to 2 1 N 5 r r`" - - - - --- -- -,-I bxCi - --- --- , CASED L 12 FLUSH I � ITIF r -T r ;I- LVL RI &E LYL RI &E 2 I 1 I I I , UP - 4,-Oy2„ 3,_ iv �"7 - I i i i lit'-O i i i i i i P TI i i ad ZDoc • c ry O I - I I I I I I I I I I I I O N ,�• IS STUDY/ I I I I I I 1 ` 1 I I I )a-I 2 HDR 1 x — I I i I I I I I I I I ry ..� Z• p I� DRESSING r= I I III I I I I I I1� I Q r- io 001� 1 2 I I, I I I I P400D FLOOR I I I I 2 2 I T 2 6 I I II I I = Lu J• V Z I I 1 I I I I I I'. 12 p p HER I I I I I I I I I I I I I I 1 1 I X 2x(Om16'�R 2x10® " c`I W• r� N WOOD FLOOR :ry Q'" 5TUD - ll\ - 1 cvI I I I i I I I I II I I -I Q WOOD FLOOR I I I I Ifl— �(5)2xlor. y,� -MASTER � r I ill ICI cv I"I ICI IWe I VING1 I 1 I I I INC. x I I -- 8 �y2 SEDROO t�l 8- y2 -�'� I I I I ' cn :Roo I1 �I I I I F V • WOOD FLOOR x10 I I IRO M I I Id I OOM I I aueel`� I �fi I I�I INI 1 INI Inl INI I INI -I cV ib' 11" i� - I II I I I I I I I I _ J I I � � I I I I I I I I I I �' I I �� ALA w/ C.O R TEES N I i i i i i 2 1_ l i i i i 1 1 ii ;a" 1140 In bench I'-a" 12-lo" I 2-10„ I I O„ 2'-10" I I 2'-10" I _ v2 1 I �oF NE W Yp� (3)a� VL HDR / (3)II Ya LVL 2„ . " _(�III� LYL - - ----- - -- ---- ---- (3)II-_ YL P- - iIDR ----- ---- f II P� --- — --- -- - -- -- — _ --- --- - --- 1 - f' - - - - - - - - --- — — �� PSG.SA4t, TW30510* DHP4 0510` TW30510* TW30510* DHP4 0510 TW30510* ( 2 p ---- —_ — — —— — —— — — — — —— — — —— — — — — — — — — — — —— — — — — —— — — — — — 'FLYI " &ABLE SUPP TED ON PROVIDE TWO (2) BENCHES rAx ---- ---- s 1 G GANTI HDRS MAHO&ANY SEAT ON TREATED CTR3 v I LINE ROOF OVERRAN& - , �C�ST�r� p P ---- ---- ABOVE WOOD FRAMIN&. RAILING FORMS BACK OF BENCH PROJECT NO: 4'-b" --- ---- 1002 DRAWN BY: TICS 4'-lOy.2 E KED Y: D TE: 3'-3" I I'-6" 3'-3" 8'-O" 14'-O" 4,_�2„ 1 c.. i 1/4" = 1'-0" _ I SHEET TITLE: 11 y 11 FLOORI 00' E C" 00" N p um"k F L(D 0"' Rw 6 PLAN PLANS SCALE: 1/4" = 1' -0" [F I R S T F L d jm& %Ad 0 bib 'R 1 p 1 r1w L A'Ns SCALE: 1/4" = 1' -0" I a26 51= 1454 51= SHEET NO: 2,506 5F total PERMITS BIDDING SET l Is.s.s■ A g 3 SHED ROOF OVERHANG AT DOORS 6 7 WA510HALT 5HINSLE ROOFING. PROVIDE ASPHALT 5HIN&LE ROOFING PER ORNAMENTAL BRACKET5 PER SPEC5. SPECS ON 50# BLD6. P,'APER ON 3'4 PLYWD. DECKING - Z LINE OF &ABLE WALL BEYOND Y V MAH06ANY DECKING OM SLEEPER5 OVER MEMBRANE ROOFfIN6. MOONS PROVIDE PRE-FAB. RAIlLIN6 PER CN 25 1 W SPECS. V -- -- -001Z- -- - - ---- - - ---- ------ c Z Q - I SEAMLESS ALUMINUM &UITTERS ON 0 G r IX6 FASCIA. PROVIDE bx6 FRIEZE 2 r J BOARD BELOW (� PROVIDE 1METAL STEP N125 N125 -6 MAH06ANY DECKING WAZEK 1 I W Q FLASHING AT WALL/ROOF , � I PROVIDE SMOOTH TRAN951TION TRIM ON TREATED M. TW28310 TW28310 FRAMING � m GONNECTIcON. (`TYP) I I BETPIEEN STEEPER 4 SWALLOWER V PITCH ROOFS LL ♦A V� e,00 O 2nd FLR.-------------- --- ------ ---_ __ _ _ 2nd FLR V --- --- - - - ----- SEAMLE-5S5 ALUMINUM GUTTERS ON 3: a. Ix6 FASCIA. PROVIDE NO FRIEZE BOARD IBELOW r ION CEDAR SHIN&LE5 w/6" +/- TO � W WEATHEfR ON " BLD6. FELT ON TW2642 TW2642 TW3052* N125 N125 \ \ N12 N12 TW3052* 5/8 PLl'�WOOD SHI=ATHIN6 3-� O (J IX6 VEfZrICAL T#6 VINYL 5H g7ER5 PER SPECS. RAMP w/MAHO6ANY "— L-1 DEGKIN6 ON TREATED WOOD FRAMIN6, C) w/HANDRAIL = Z m lot FLR. 5H 51 D N6 O _ _ __let FLR______ v°oav .oay.aocuooO.vo.ovoonna.uoov.ocovo.v°ouv. 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"wAST_ I w/x6 T46 PA LI , w/X6 TOP IGAP. LEVAT Sam�ALE• 1/4" = 1 -0" SCALE: 1/4. -0. Q I I I I I I I I I I I TREATED WOOD LATTICE ON 2x4 I I I I I I I 1 I I I I I I I I I I I I I I I I I I f I I I I I I I TR. WD. MR.AMIN& w/Ix4 PVC, FADE I I I I I C\ 1 0,.1 C\1 B C\.1 (\a C\1 FR.AME - 7 I I I I I I I I I I I I I Ilf7 I 61 I I I ca Z• co <. ow — W ,J• V Z �x( Q U. W• ♦: D k` Q h C: W• a 2 M N 25 PROVIDE OVERHANG AT &ABLE Q • ENDS, TYPICAL N 25 to �• Nliz ------------ -- - ----- -- -- -- ---- ---- -- ----------- -- --- - --- -------------- ------------------ "FLYING" 6ABLE SUPPORTED ON -- - --- -- GANTILEVERED HEADER. PROVIDE Tt& CEILING BELOW - 1 I PROVIDE Wx4' (NOMINAL) AZEK PKWIDE L.C.G FLASHING AT WINDOW 4 DOOR CASING, 2" THK. TW28310 TW28310 - R<,OOFMALL CONNECTION t I I WIINDOW PANS AT ALL OPENIN65 14 Z 14 CX1 SUB-SILL 4 DRIP CAP PER SPECS �oF NEW YoR I PIyACIN6 WATER 2105 TW21052* DHP 1252 TW21052* W2105 1 ��P�.Pc'G' S qMG�'� Ix6 MIND FASCIA CASE WINDOWS AS SINGLE UNIT _ <N ALUMINUM 6U1TER. (`1YI'a 2nd FLR. 2nd FLR -- -- - ----- - ---- -- - - - - -- -- -- --- ------- --- - - ---------------------- ------------------------------- -- -- - - --- -- - ---- ----- - --- - - - - - -- - - -- - -- -- — ---- - - -- -- - - - ------------- 6x6 TREATED WD. P05T G/A5ED w/AZEK �- PROJECT NO: MAH06ANY DECKING w/AZ!EK TRIM 1002 ON TREATED WD. FRAMINSi DRAWN BY: TW2642 TW2642 TW2642 TW2642 TW2642 TCis TW3052* TW3052* TW3052* TW3052* PRE-FAB. SYNTHETIC, RAIL.IN6 II[N4BENCiHE5 PER 5PEGS. TW30510* DHP410510 TW30510* TW30510* DHP410510 TW30510* E KED BY: I MAH06ANY DECKING w/AZEK TRIM ON TREATED WD. FRAMING DATE: � 8/19/11 I�t FLR. �4Ist FLR ff MACE 0000000.. I11 ..°............... ... .o. o.o.....................o.o.v.o..o°.° .v.vo.ov.vo.ov.vo.o.on.po.ov.opo.v...a.o. o.o.o.o..o.00. ................00°.v ....ov . o oovoo oo.v.v000000.ov00000vo .......i.o.o...v..v. o ovvaov.o. o v oo . v .00...a ..o. ..o... .00v oo. o.000.o 000v°.o oonoo.oa.o.00 oo.o.o a. oo. ..n.o...00...v .onooaoo .0000v oonoo.00.o0.o0o n0D. o.o..,...00..v .00.o..0.0o.ay.0 0av aov0.00000 o.opo..o.v...n.o.opo..a.o.vo 1. °vo.o.a..vao....v.o....o.00....v.000.o.n ovv.0000vo.o.v.vvovo.°voon .o....o...v...00.00Oo.p.o.oaoovovooqo..o o.vo.00v.ov.o° oa ....a.° .❑.o SHEET T ITLE:❑avvv o v .vv..o.00..ov.. oo o .vo a a 0000000 v000v.v.vvvvvoovo ovo .l ov0000 v1.1.1111. 00vaov envv .o❑ 000000°°❑ ovv 000000000..o. oo..v.00..o.o.v ❑....v...v000..o.❑.v0000 o.00v0000voo.. ...... ...... aa...a........ a ..... oo .. 11 ...... 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E. ... ogo ............ . . ..... ...... . . ..a.. ...... �. ...........v oaa .0000.00vvovvvv.v .avovo..v.000. ... .. ....... ....ovo...Oo. ...o .... v o ... ....... .... . ........ vv.a o ...o. . v .. vovvov v. °ovv.o.00.. .. ...av0000. .. oaav .000000 ...°oovoo..°°.. .2 o vvv ... 00 .00000 .v.o c .. 00 .. ... cv 0o2.... ...-0 o..o.............. .°.o.o......vq . o 00000000 .ovoo... 000000. o ovoc . o.o.00 .1aa.00.v0o.on.a..°..o .OqvU...... .. ...00.o ovv. . o . .v. . . ov.00voaaoo o......°ovovo oo .o... v o . ....o... 000 10.. a000000vo❑ ... ...❑ .o.. vv 0....O.v..ay...... .. . 0000.n. ......O.OnO. 0. 0. 00v ° 000 . v000vvoov .o.o.00 0oov 000000❑ o...cov.ovoaovonooavon.000 ...000 va0000noo.cv .00000 BUILDING y 1 ELEVATION I I I I I 1 I I I I I I I I I I I t I I f I I I I I I I I I I I I I I I I I I I I .� I 1 I I I I I I I I I I OPERAg3LE LATTICE PANELS ON [Lam In WE%ft, � I I 1 1 I I 1 I I 1 I I I I I I I I I I I I in ; I I I FRAMED BACKUP VATION SCALE: 1/4" = 1' -0" ; E L E-1---- TREATED PC. PILING i I I I I 1 I 1 I FOUNDATION I I I SHEET NO: I f I I I I 1 I 1� /�� I I I I I I I I ISPALE: 1/4" = 1' -0"1 I I I I I I I f I I I I I I I I I f 1 1 I I I I I I i I I I I I I I I I I I i I 1 1 I 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I \) f \J C\ ! C\J C\J C\J C\J C\J C\J C\J C\J PERMITS & BIDDING SET Et:5 7 Z V PROVIDE RIDGE VENT. (TYPE II (2a-2x10 RIDGE W ~ V ~ 3000 ASPHALT ROOFING SHINGLES ON 500 Z a BLD6. FELT ON 5/4" PLYWOOD SHEATHING W 2xIO ROOF RAFTERS AT Ib` 0/0. PROVIDE HURRICANE CLIPS AND ALL REOUIRED o STRAPPING AS PER CODE. — W � a m - - - _ Ixb RAKE BOARD MADE OF CLOSED CELL PVC (� TRIM BOARD ri/VENTED SOFFIT AND Ixb FRIEZE -'- BOARD, AS PER SPECS. 0 A v W W w/Z 12 CLOSED CELL PVC 5/4x4 TRIM ON ALL EXTERIOR LL I \ W NDOWS AND DOORS. PROVIDE DRIP GAPS r a 104HERE REQUIRED. (SEE SPECS FOR DETAILS) O W >= O C� E•- .-kaH= of PLATE - - \ PROVIDE SEAMLESS 12 ROUND ALUMINUM GUTTERS \ \ :: ON Ixb CLOSED CELL PVC, FASCIA BOARD � n. -0 \ :PAINTED• ,. Z 0 w O H I S STUDYo-- `� WOOD FLOORING ON 500 BLD&. PAPER ON 5/4" PROVIDE METAL STEP FLASFfINb AT ALL —dJ PLYWOODll DECKING GLUED AND NAILED TO 9-1/2" i 1-TA D?LL MASTE \ WALL /ROOF CONNECTIONS. TJI FLOOR J015T5 AT Ib" O/G. w/R-la BATTING. / i i _ BATH12 5000 ASPHALT ROOFING SHINGLES ON 30# `t \ 4-1/2 � ON5/4' LYOO�ATHIN6 2x10 ROOF RAFTERS I �1 n OF SUBPLDOR - OF PLATE I � - _ - � - - r Ixb FASCIA w/VENTED Y-c:RDOVE SOFFIT BELOW HAx5 FRIEZE BOARD. PROVIDE 2x4 LOOKOUT5 W 2x4 NAILING FADER. i i i ROVIDE MULTIPLE FLOOR J015T5 BELOW WALL5 °tS Z. :PAINTED : ABOVE PER FLOOR PLANS co < '• .GYP. BD: . •. FINISH WOOD FLOORING ON 30# BLD6. PAPER ON 3/4' HE N I PLYWOOD DECKING 6LUEI.7 AND NAILED TO a-1/2 C�U 'ST . • GL. ! Gf-E. GL.. K I TGHE I V TJI FLOOR JOISTS AT (b` O/G. WR-la B�4TTIN6. ' W J• a E O > 1 -. BEDROOM #1 iz OM Z '�„ M W• V , W o Ln ujo 5 - CEDAR PERFECTIONS w/b` +/- EXPOSURE ON Q �" 30# BLD6. PAPER ON 50' PLYWOOD M N • SHEATHING ON 2x6 WOOD FRAMING AT 16 0/0. it n/ R-Iq BATTING (TYPj I FLARE 5HINSLES THIS LOCATION. PROVIDE 2142" _ +10'-5" OF FQL ATION _ _ _ _ CONTINUOUS BLOCKING TO BACK SIDE OF SHINGLES. ...� ov NEW yo olo�lPTL LATTICE PANEL IN 5/4x4 PTL FRAME C'�P�Psq,�G��r PAINTED AS PER SPECS. PROVIDE 2x4 PTL FRAME FOR SUPPORT N, 9 PROVIDE 1/2' PTL PLYWOOD 5HEATHING ON FINISH GRADE UNDERSIDE OF TJI FLOOR JOISTS. ENCLOSE PROJECT NO.: ,R-50 BATT INSULATION E T104EEN J015T5 OF FLOOR 002 � DUCTWORKr�4 PIPNG�°PROPRIIAAT ENCOLOSE E INSULATION DRAWN BY: / /\//\//\//\//\// TCS \\ /\\/\\/\\/\\/\\/\\ \ CHECKED BY: \/ \//\ \// / 10" VIA. TREATED PILING w/ 15 TON BEARIING CAPACITY /\\ /\\/\\/\ \ \\/\ `�/\/\\/\\/\\ \/ \\/\\ \ � DATE: 8/19/11 \ \ /\/ .. \/ SCALE: 3/8" = 1'-0" 10 \//\//\/ \//\//\//\/� \//\//\//\// \ \ �/ SHEET TITLE: BUILDING SECTION 1 � 13U - Nil (L;l SCALE: 3/8" _ V -Ol' SHEET NO: PERMIT & BIDDING SET i 6 z w v �— z IQ PROVIDE HURRICANE CLIPS AND ALL REQUIRED Q 5TRAPPIN& AS PER CODE. RIDGE_ _ im - -- (x6 RAKE TRIMM BOARD SOFFI OF T CELL FRIEZE b) \ AND Ix6 FRIEZE � V BOARD, AS PER SPEG'S. O z O i LINE OF GROSS &ABLE C� � BEYOND lJ.l W T IG = j� ROOF COVERING AT POOP, ATTACH SECURELY � '•••• •'••' ' - � CLOSED CELL PVC 5/4x4 TRIM ON ALL EXTERIOR a R WALL FRAMING 4 STRAP AS REQb. WOOD i :PAINTED':'' WINDOWS AND DOORS. PROVIDE DRIP GAPS u-O RAGIGETS AT ORNAMENTAL ONLY i .GYP. BIB' WHERE REQUIRED. (SEE SPECS FOR DETAILS) B Q FINISH \ W _Q SQL' QF PLATE _ _ ' \ \ I 5/4" MAHOGANY DECKING ON SLEEPERS ON L- - PROVIDE 5EAMLE5514 ROUND ALUMINUM &UTTERS�� .y � � �l_�_ RUBBER1r'tEMBRANE ON 5/4" DECKING - ON I I x6 CLOSED GELL PVC FA5GIA BOARD PITCHED AT \ ! I � a 1/6" PER FOOT. TO DRAIN ON 2x6 DECK JOISTS. I ' f 2'l II .: MASTER z IG To ToS _ OA S5UD-STRUCTURESEE SPECS. GYD ._ I FINISH I — WOOD FLOORING ON 500 BLD6. PAPER ON 5/4" uJ Q PLYWOOD DECKING GLUED AND NAILED TO a-1/2" u/ H � CONTINUE I �SI � TJI FLOOR JOISTS AT 16" 0/G. w/R-14 BATTING.R0OF DEC I FRIEZE AROUNDTAROPENING i ;TA I i� HALL TOP OF ROOF DECK 500* ASPHALT ROOFING 5HIN&LES ON 50* c m I - - BLV&. FELT ON 3/4" PLYWOOD SHEATHING 2x10 ROOF RAFTERS AT 16" 0/0. _r SQL' QF ELQQL2_ - F - - - - - - _ — 0 O PLATE _ _ - - - - HEAVY TIMBER FRAMINS \ ---� Ix6 FASCIA w/VE_TITED V-GROOVE SOFFIT 11 BELOW rt/Ix8 FRIEZE Ix6 FASCIA CONGEALS ENDS OF BOARD. PROVIDE SLEEPERS. PROVIDE SLITTER, TIED � �. ' � � \ 2x4 LOOKOUT'S' ;a/2x4 NAILING HEADER. INTO SYSTEM / \ 3x10 BLOCKS BETWEEN BEAMS, ALL SIDES Z• STRUCTURAL BRACKET FOR L I Y I / \ co �• "' DETAILc•SUPPORT N OF OF DECK. SEE (�_2" ,�� 2'--0"S. FOYER \\ ' \ J �• 4 �IN( 6 fiZ00 � � o cn 2'l \ - Y VINYL GLAD WINDOW w/IMPACT &LAZING. SEE e a MAHOSANY DEC'KIN6 ON TREATED / \ I PLANS, ELEVATIONS 4 SPECS. w. v u; WOOD FRAMING �! / \ / a � c 4 A \ W. N v n \ // CEDAR PFRFEGTION5 W 6" +/- EXPOSURE ON \ / 30# BLl PAPER ON 5/6" PLYWOOD a ~ \ \ / SHEATHING, ON 2x6 WOOD FRAMIN& AT 16" O/C. r✓ R-la BATTING C YP) +Jl_-3"_ SQL OF ELQQCt_ - - - - - - - FLARE SHINSLES THIS LOCATION. PROVIDE ?}�" i CONTINUOUS BLOCKIN& TO BACK SIDE OF SHINGLES. ZZ OF N E W 3'o PTL LATTICE PANEL ON 2x4 TREATED PC. �� G.Sg �,�P Pg MG FRAMING w/Ix4 PVG FRAME PAINTED AS PER F� \// /\/\/ SPECS. PROVIDE 2X4 PTL FRAME FOR SUPPORT s Z vas; N 6" DIAMETER TREATED WOOD PILING TO 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ " " FT. BELOW &RAVE, W/&IRDER TO SUPPORT \//\// PROVIDE I/2 PTL PLYWOOD Si�ATHIN& ON OF STAIRS. SEE FOUNDATION PLAN \ // =Z1 9 JI FILOOR JOIST5. ENCLOSE \ \\ \ \\ \ \\ \\/\\/\\/\\/\\/\\/ /\\/\/\/\/\/\/\//\//\//\//\ \ \ BATT INSULATION BETIIIII J015T5 OF FLOOR 1002 ox"\\/z \ \ \/ \ \ ' /\ \\ \ \ \ \ \ \ \ \ \ \ \ \ VORK d PIPN6Tt1RE BARRIER. ENCLOSED/ / / / / / / / w/ Pl'ROf'RIATE INSULATION RAWN BY: \ \ \ \ \ \ \/ /\/\/\/\/\/\/\/ /\/\/\/\/\//\//\//\//\//\//\// / \// // // // / TCS / PILING\/ 10/ " VIA. TREATED CHECKED BY: / // // TREATEDW15 TON BEARING CAPACITY \/ / / \\ \\\\\\\\\\\\ \\ \\ \ \\ \\ \\ \ DATE: / \\ \\ / ///// 8/19/11 �x , SCALE://\ \\/ 3/8" = 1'-0" \ \ SHEET TITLE:/\/\ / / / \ \ \ j\/j BUILDING SECTION ,•� SCALE: 3/81' = 111 -01' SHEET NO: i 3 PERMIT BIDDING SET Z V w V Z Q w c ou w Q w m cr) v v) — O Z w w = o. 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I I I 2 / 1 � I I I / I I I I (ro I I I I / ----- - ` I • _ � z a o d 1 D I1�� , �I I i I I / I I I I I ` I I I _ , � W• �`' x ro LJ O OFP H-1 --_-_ I I ` 1 I �� I I 7�1� ,Y I I I i I I I I I I I I I �__� -t' BEDROOM STER BE I I I I I I I I I I 1 pie DROOM 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 t 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 t I I I I I I I I I 1 1 I I I I I L----I--I- -----�'-L'------1-1------J-J--- ---L-1--------L L-------'-1----- --J----J �!of NEW s CO �P Pg G• SAMC� � N r s°p2 PROJECT NO: 1002 I DRAWN BY: z A 1900kd F L Rw%_ E L Em C TR'l I C st . ■ ELECTRI C E ED BY TICS SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" DATE: 8/19/11 ELECTRICAL LEGEND A 0 DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT SHEET TITLE: 220V RECEPTACLE OUTLET 5WITGH QUADRAPLEX RECEPTACLE OUTLET DOOR 51NITGH HALF HOT RECEPTACLE OUTLET SWITCH DIMMER ELECTRIC ow WATER PROOF RECEPTACLE OUTLET PH TELEPHONE Q^ &ROUND FAULT INTERRUPTOR OUTLET [TV_j TELEVISION G LAYOUT W_j HI6H HAT FIXTURE X 5URFAGE MOUNTED GEILIN& FAN O `� r�,,� VO TALE k; PLANS IWAV HIGH HAT FIXTURE LOW L � UNDER CABINET STRIP HAL06EN FIXTURE PROVIDE WALK-THRIJ w/OWt F�,ARGH��I`GT,PLEGTfZIGIAN, 6G, DIRECTIONAL HIGH HAT T 5URFACE MOUNTED LIGHTING TRACK TO DISGU.f' FINAL FIXIIJRE LAYOUIT. ARCHITECT WILL REVISE 5URFAGE MOUNTED CEILING FIXTURE W EXTERIOR WALL MOUNTED FLOOD L16HT DRAWING ACGORDINSLY,60 WILL PROVIDE COST ESTIMATE SHEET NO: SURFACE MOUNTED ALL FIXTURE EXHAUST FAN OF C+AN&M PRIOR TO INSTALLATION ® AUDIO 5PEAKER GM CARBON MONOXIDE DETECTOR MODIFY CEILING JOIST LAYOUT,AS REQUIRED TO LOCATE SD SMOKE DETECTOR © THERM05TAT LIGHT FIXIIJRES IN POSITIONS SHOWN. u PERMITS & BIDDING SET Z I Y I I ~ 3 VENT TH RU ROOF Z Q QI W Q I � m I 2" VENT V V) 5" VENT w V W W (L LL ~ I j I I BATH t ° W I t I I t I Z IL— 2" VENT O C' I I TUB t t LAV I WC I 5" VENTI— t t IL:j I SHOWER I 1 I I t I I CL I � I I 1 I UPPER LEVEL co) I i I i ° O I I W O I 1 5" WASTE t I IL I I I I 2" VENT I Q 5" VENT I I I I I I I I I I t 5" WASTE STACK I i as z• I j 2" VENT 5" VENT I Q• I jJam• o � 'W W o J• � � � 5" FRESH AIR ORKSHOP I KITCHEN I PENT —T'-- DW• U ' g3SINK SINK BATH • c o FOUNDATION 2�� VENT WALL I I WC I LAV i cn cn• I I 9 I I71I I SHOWER i I I I I — I — — — — — — — LOWER LEVEL GF NEW Y,o I 5" WASTE I ? 4110.1. I r.2 5" WASTE � ��•�,,#�C,s35on ILL PROJECT NO: 1002 DRAWN BY: UT TCS D 8/19/11 NOT TO SCALE SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: 3 ,,,,P-, L U M- -` B �H- --� NTS uBID PERM SET f