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HomeMy WebLinkAbout38516-Z �. Town of Southold Annex 8/29/2014 P.O.Box 1179 54375 Main Road (440" ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37118 Date: 8/27/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1080 Deep Hole Dr, Mattituck, SCTM#: 473889 Sec/Block/Lot: 115.42-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/6/2013 pursuant to which Building Permit No. 38516 dated 11/20/2013 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: alterations and additions including covered porches, to an existing one family dwelling as aapplied for per ZBA#6674, dated 9/19/13. The certificate is issued to Marsilio,Frank&Marsilio,Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38516 6/26/14 PLUMBERS CERTIFICATION DATED 7/21/14 John Rigney c Auto ' ed Sidnature TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38516 Date: 11/20/2013 Permission is hereby granted to: Marsilio, Frank & Marsilio, Carol 35 Annadale Rd Commack, NY 11725 To: construct additions & alterations to an existing single family dwelling as applied for & per ZBA# 6674, Trustees & DEC At premises located at: 1080 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-12-15 Pursuant to application dated 11/6/2013 and approved by the Building Inspector. To expire on 5/22/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $748.40 CO -ADDITION TO DWELLING $50.00 Total: $798.40 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 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliatice'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 cpmpleted 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. Certif cafe 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. J vo,� '2—P New Construction: Old or Pre-existing Building: y (check one) Location of Property: low DI e- vr't ve House No. Street Hamlet Owner or Owners of Property.. l , p y �2�'S l o Suffolk County Tax Map No 1000, Section I I Block_ I. Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: L;; Ml-e. k'Ew ZVIb1 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Submitted: $ Applicant Signature SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 .rolyC � �� roper.richert(a�town.southold.ny.us AUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Frank Marsilio Address: 1080 Deep Hole Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 38516 Section: 115 Block: 12 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JC Sullivan Elec Inc License No: 36121-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 24 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesP28 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke/co detectors, 1-40a oven, 4-paddle fans, 1-attic fan Notes: Inspector Signature: Date: June 26 2014 81-Cert Electrical Compliance Form.xls Jul.16.2014 08:35 AM Formations Construction, 5163087110 PAGE. 1/ 1 CERTIE-1-CAT ION Date- Building ateBuilding Permit No. II Owner: --+�—> /(Please print) Plumber. (Please print) lead. I certify that the solder used in the water supply systems contains less than 2110 of 1% i j> (Plumbers Signaturo Sworn to before me this da 20 'j Notary Publi 4nty Shomon Wxm Notary Pok-State of Now Wit No.O4AS07M Qualified in Suffolk My Commission Expires'5�r" TOWN OF SOUTMOLD BUILDING DEPT. 765.1802 /FOUINSPECTION N T � [ ] ST ROUGH PLEIG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 12 DATE / ` INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION $TRAPPIN [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: j l" DATE O INSPECTOR r 3 Q� G � �pF SOUTb �OUNt'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: r DATE C INSPECTOR i �/ o�yOF SO(/ry0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �© INSPECTOR I Of SO�j�o� [b TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �la - DATEINSPECTOR ' VIEW PIP NSr e STATIC MMGY CiDDB !'moi , _�./�lC•�'" � _ ,�- ADDrrioNAL comNtNTs VA 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST AUILDING 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 fj Survey SoutholdTown.NorthFork.net PERMIT NO. O i • Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 13 Storm-Water Assessment Form Contact: Approved I ,20 13 Mail to: ��. Nkt44 aVWI— pP _ Disapproved a/c z ► /l0 (�1 Qi"�C/VI.�•CCS�V�I° Phone: 441 Expiration 20__t�, 24CJVWZk4 b'aµ-e r-- _ Building nspec -T'JI PPLICATION FOR BUILDING PERMIT JUN 1 R 2013 I Date iuyy, , 20_L-�_ INSTRUCTIONS ��r EPT Lahisp} ST be co pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets , o sca e. ee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY.MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) CLL"'6( , `moi AM H 1lls! (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder A n ►, _. rte Name of owner of premises t�71-AL N1ar!t!( l p (As on the tax roll or latest deed) If a i is a orati afore of duly authorized officer f (Name and title of corporate officer) Builders License No. 1,r•ti. Plumbers License No. '[.$•ID ' Electricians License No. 'T.D,P Other Trade's License No. T.(3.b- 1. Location of land on which proposed work will be done: �f� Pt7 C I�Ne House Number Street Hamlet County Tax Map No. 1000 Section � ' Bloch ; L Lot Subdivision Filed Map No. Lot r a • i 2. State existing use and occupancy of premises and inte d d use and occupancy of proposed construction: a. Existing use and occupancy j t b. Intended use and occupancy V��A<<�iCd pklQ 3. Nature of work(check which applicable): New Building Addition X Alteration c Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of carst.i c + � "e *y 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions c&existing structureg', if any: Front k4 (-5 Rear 6,4(- 5" Depth 21y'-611 Height,,, dumber of Stories Dimerisl6ns of same structure with alterations o`additions: Front i; •4(- Rear���- h Depth - �, Height x-71 —O Number of Stories Com' GS 4 c u 8. Dimensions 9f entire new construction: Front 1A( '� Rear. I At "� pth ` � '"b Height l-" f� Number of Stories 1 9. Size of lot: Front �UD' Rear `QP. �� 1 Depth 222. 2 f -so 1 10. Date of Purchase 2 2c'10 Name of Former Owner M i&e* (�[24U6 i✓1 D - 5G at'7-0? I 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO 13. Will lot be re-graded?YES NOWiII excess fill be removed from premises?YES NO . . 3S�,wa�dble. Pd 14.Names of Owner of remises �.Mw,%i 60 Address Cavusu uL (112 7 Phone No.6rV- �Wr- 2093 Name of Architect „ I ajW Address _ ne No 0(- 22 Name of Contractor .P": •D • Address � 9 11787 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Y 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 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 X NO * IF YES, PROVIDE A COPY. teG STATE OF NEW YORK) SS: COUNTY OF j e jAm!3mkl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is theAA �^ (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 hefore me this ' day of '_Tbl4Ae , 20L'7 RITU PAWA "Not - Public rMy is-State of New Signature of Applicant �'Y N0.01 PA6180535 Oualified in Suffolk Coun Commission Expire 6 p'F SO(/ John M.Bredemeyer III,President 40.•fz,�� -170` ,,, Town Hall Annex Michael J.Domino,Vice-President „�O l4 '%� 64375 Main Road P.O.Box 1179 James F.King,Trustee '' Southold New York 11971-11959 Dave Bergen,Trustee +' Charles J.Sanders Trustee ' O �O V Telephone(631) 76b-1892 ' rlf'�+ � 11 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1011C Date: July 21, 2014 THIS CERTIFIES that the construction of a 140NA front entry addition and 70sq ft masonry front porch; removal of existing patio and construction of a 141 sq ft rear porch using composite decking; the installation of drywells torr existing one-story dwelling and single car karage; a t700sq.ft. planted hutTer along the most seaward northern side of yard At 1080 Deep Hole Drive, Mattituck New York Suffolk County Tax Map# 115-12-15 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 19, 2013 pursuant to which Trustees Wetland Permit#8310 Dated October 16, 2013,was issued 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 construction of a 140N.11. ti-ont entry addition and 70sq tt masonry front porch-, removal of existing patio and construction of a 141 sq 11 rear porch using.`composite decking, the installation of drywells for existing one-story dwelling and single car garage; a f700sq 11 planted buffer along the most seaward northern side of yard. The certificate is issued to FRANK MARSILIO owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01717 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: FRANK MARSILIO MARSILIO PROPERTY 35 ANNANDALE RD 1080 DEEP HOLE DRISCTM 1000-115-12-15 COMMACK,NY 11725 MATTITUCK,NY 11952 (631)387-2093 Facility Application Contact: NATALIE NIEMANN NIEMANN ARCHITECTURE PC 26 CHURCHILL LN SMITHTOWN,NY 11787 (631)922-4041 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 709.278 NYTM-N: 4540.623 Latitude: 40°59'23.8" Longitude: 72130'43.5" Project Location: 1080 Deep Hole Drive - Watercourse-Deep Hole Creek Authorized Activity: Construct additions to existing dwelling. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 6/10/13. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1*-4738-01717/00006 New Permit Effective Date: 6/10%2013 Expiration Date: 6/9/2018 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: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BR, OK,NY 117 -34 Authorized Signature: �' /c/� ( ��'�� ?.72/ Date Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01717 Distribution List NATALIE NIEMANN Habitat-TW LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Natalie Niemann last revised 3/26/13 stamped NYSDEC approved 6/10/13 . 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 Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-01717 4. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any 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. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 7. 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. 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. 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. 10. Long-term Plant Survival The 700 square foot buffer shall be planted with native shrubs and the permittee shall ensure a minimum of 85%survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Regional Habitat-TW 11. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 12. 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 NYSDEC approved plan 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. 13. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 60 linear feet landward of the tidal wetland boundary for immediate on-site recharge. Page 3 of 5 'NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01717 14. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 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). I 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. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; Page 4 of 5 'NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-01717 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. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents("DEC")for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 Aw��� BOARD MEMBERSOF SOu Southold Town Hall Leslie Kanes Weisman,Chairperson O�� ry0l 53095 Main Road-P.O.Box 1179 Q Southold,NY 11971-0959 Eric Dantes . t Office Location: Gerard P.Goehringer u, �r Town Annex/First Floor,Capital One Bank George Horning • �O� 54375 Main Road(at Youngs Avenue) Ken Schneider OlyCo Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. 631 765-1809-Fax 631 765-9064 SEP 2 4 2013 IJ FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 19,2013 ZBA FILE#6674 I NAME OF APPLICANT: Frank Marsilio SCTM-1000-115-12-15 PROPERTY LOCATION: 1080 Deep Hole Drive,(adj. to Deep Hole Creek)Mattituck,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. j i SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 13, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency r review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 26, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION• The property is adjacent to Deep Hold Creek with 100.15 feet bulk-headed frontage on its western side. The property runs 216.88 feet on the northern side, 222.32 feet on the southern side, fIf and 100 feet on Deep Hole Drive. The property is improved with a one story frame dwelling and an accessory 1 garage located in the front yard. A floating dock and ramp extends from the bulkhead into the creek. There is a shed which is primarily on the neighbors' property which slightly encroaches onto the applicant's property. The frame dwelling is in Zone X. All is shown on a.survey by John T. Metzger L.L.S. dated October 27, 2010 and last updated on January 4,2013. i BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116(B) based on an application for building permit and Building Inspector's June 28, 2013 Notice disapproval concerning a permit to construct additions and alterations to an existing single family dwelling, at; 1) proposed construction at less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct an addition to an existing dwelling at 72 feet from an existing bulkhead, where the code requires a bulkhead setback of not less than 75 feet. r• Page 2 of 3—September 19,2013 ZBA File#6674—Marsilio SCPM#1000-115-12-15 ADDITIONAL INFORMATION: During the hearing testimony was taken that the neighbor on the south side of the property has a similar variance to the one being requested. Also, the property has a NYS DEC permit to construct additions to the existing dwelling. i FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 5,2013 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed deck/covered porch addition is proportional with the overall size of the house and would have a reverse hip roof that blends in with the existing hip roof. The covered porch would not be seen from the street and can only be viewed from the creek side of the house. Other houses in the neighborhood have covered porches facing the creek. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed deck extends from the existing structure six ' feet wide and a six feet wide deck is desirable for outdoor dining and entertaining. A three foot wide deck would be code conforming with a setback of 75 feet however it would not be as usable. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 4% relief from the code. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Goehringer, and duly carried,to I GRANT, the variance as applied for, and shown on the Architectural prints by Niemann Architecture last dated June 20, 2013 labeled T1, T2, S1, S2, EX, and AO-A3, and the survey by John T. Metzger L.L.S. dated October 27, 2010 and last updated on January 4,2013. Subject to the following condition; CONDITION: 1. Drywells shall be installed as per Architectural prints by Niemann Architecture labeled S1 and last dated . t June 20,2013. That the above condition be written into the Building Inspector's Certificate of Occupancy when issued . y I Page 3 of 3—September 19,2013 ZBA File#6674—Marsilio SCTM#1000-115-12-15 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. i Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes. Absent was: Member Horning. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing /, ', /2013 Scott A. Russell �d°s 00 James A. Richter, R.A. SUPERVISOR � % Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TTOWN.SOUTHOLD.NY.US �'� > JAMIE.RICHTER@TOWN.SQUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOOTNG DACNEWS or 1AMRifATION.- FROM BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: (J. It' ll 3 �p ( ElStormwater Management Control Plan APPLICANT: � (N�-�( / 1 ❑ Completed Chapter 236 Stormwater S.C.T.M. *: l J [ Z - I L Review Checklist PROPERTY ADDRESS: J U �e T BRIEF PROJECT DESCRIPTION: nr i ORE E G DEPARTMENT USE ONLY � I Reviewed Br. t Z l6 /3 Date: APP ❑ Additionallnforfi�l y, fi a,y. 5 ,�''sufFot r DATE: CHAPTER 236 APPLICANT: Stormwater Review Checklist S.C.T.M.#: ... � PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1 . Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property.boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundpry as re'aired in§236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contouis of the site(minimuiri 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks drainage!M rovements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed Construction entrance/staging areas 1. location of the proposed.concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces gen4rafed Oy a two=inch rainfall 3. Detail drawings (reauired_for.4_annroyal)provided for: a. erosion and sediment controls b. construction entrance c. inlet.structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 o��pF SOUjyQI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q �y�OUNT`I,Nc� June 18, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Frank Marsilio 35 Annadale Rd Commack, NY 11725 Re: 1080 Deep Hole Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. 411-1Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) CheTrustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT – 38516 –Add itions/Alterations IEMANN RCNITECTURE, P.c. 26 Churchill Lane, Smithtown,NY 11787 (631)9224041 email: natalie@niemanndesignbuild.com LETTER OF TRANSMITTAL PROJECT: Marsilio Residence DATE: June 20,2013 1080 Deep Hole Drive Mattituck,New York 11952 Project No. 1201 TO: Michael Verity,Chief Building Inspector Town of Southold Building Department Southold Town Hall Annex 54375 Main Road Southold,NY 11971-1179 We are sending you attached OR under separate cover the following: Agreement X Plans Shop Drawings X Copy of Letter Change Orders Samples Specifications X Submittal Copies Date Description 1 June 20,2013 Building Department Application 1 June 20,2013 $50 Check issued to T.O. Southold Building Department 1 January 4,2013 Survey as prepared by Peconic Surveyors 4 June 20,2013 Signed/sealed building plans for Building Department preliminary review 1 March 26,2013 Project Description and Narrative of Existing Garage Addition 1 June 20,2013 Application for Certificate of Occupancy 1 - Copies of Existing Certificate of Occupancies 1 June 10,2013 Copy of NY State DEC Permit Remarks: Enclosed package for Building Department submission for preliminary review. ,��� Copies to: Signature Formations , i A Design Build Company 4002 Ralph St_ So., Seaford, NY 11783 TeL 516-308-7110 www.Formationsny.com August 25, 2014 Town of Southold I r PO Box 1179 AUG 26 2014 Southold, NY 11971 BIDG. DEPT. RE: Permit#38516 - Toi'v,v ;r souTHo To Whom it may concern, Please find enclosed the forms required for completion of the above referenced permit. Please forward the Certificate of Occupancy to my office, or to my client as soon as possible. Thanks for your anticipated response. AMark Formations, inc. - TOWN OF SOUTHOLD PROPERTY RECORD CARD _ a- OWNER STREET VILLAGE DISTRICT SUB. LOT A= Z4 — FORMER OWNER N ` • E A REAGE V _ C D l / r 09 s �LY� SCG i' ozz i** S W TYPE OF BUILDING S ZES. y`�- SEAS. VL. FARM COMM. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKSEry �r f/ 0 t sc, f e) 6 S ! f 2- ty i O GES U J U LDI GDi ". - J 7 A IN el NEW NORMAL BEL ABOVE - Farm Acre Value Per Acre Value billable 1 �G a f Tillable 2 Tillable 3 ."jL� — Noodland -5-42-7 /0-),. 1a >wampland 3rush_a House Plot rota I x d • t`� tet, '.. �• f f .r ti?fie i , Foundation :. Interior Finish W7 WM-- • —_ Place • Rooms I st Floor Rooms 2nd Floor Driveway WK Z. v S C.D.H.S. REFERENCE NUMBER RIO-10-006J N SURVEY OF PROPERTY NOTE- AT MATTITUCK SUBSURFACE SERER DISPOSAL TOWN OF SOUTHOLD SYSTEM DESIGN BY. HOBAJO�R RDAOETTI, RE 1V�+�.� SUFFOLK COUNTY, N.Y. MLK+ SOUTHOLD, N.Y. 11971 A B A yMNUS 1000-115-12-15 (631) 765-2954 ST 26 39.5 LP / J5 56' 6 SCALE- 1=.�' LP 2 OCTOBER 27, 2010 LP J J6 51.5 DECEMBER 7, 210(NEW SEPTIC SYSTEM) LP 4 36 63 JUNE 1, 2011 ((RNAL ON SEPTIC SYSTEM LP 5 4 - 9.5 JANUARY 4, 2b13(TOPO t PROPOSED DO/710NS) tl V. 11N/0/1'LORRAINE KNOT o Y°ERAN0.S (DRELL/NC W7y PUBIC WATER) Y y y 9 2 `E TF EL 17' .Q a0• ;m(K 6 ass 216.86' zr •1 '1 lJ' � 3R/7 RAIC fFNC>< EL 7.D' Z.11 (/j',•�e � EL 7.4' E (�\J*AMR [ RECEIVED ' p I .'� g i 7 rr.r -_JWA� 0-114.7- _ - Am jUl 17 2013 �` oaar zavE AE I,Zaw Xi Starr PRO'OS, 1W 6) ` ¢ b *� PORai a av BOARD OF APPEALS Sr J _ � n yy� a ti d ffee 0 "� 2 � hop, g ±; � r. 4 a�o• (A°AnOp%D � 1 3 r I so. CLAD Q) J 2 ; 'GIR,1gE M4-01a•rewAr 0 7FST HOLE DATA I Q.i°, ` eL�r .• McDON10/13/10G£DSa£NCE I SAM�T. �eL xa' PANIM (� a°.a' g rrc ti✓ p r ~ MA) _ —— N� a.7.0' maw mTY S4W su L41v i EL.as 1 N87'19'20'W am Row or 222.32' maw TvrE suo sn ALL DWELLINGS WITHIN 150' USE PUBLIC WATER N/0/'r CHER" CHRIS"ANO & PAnwcm MELE FINAL MAP FLOOD ZONE FROM FIRM MAP NUMBER 36103C0482 H (ORFLUNG MIH PUBLIC WAS) / s'T•, Oa rwmt sr' SEPTEMBER 25, 2009 REVI ED BY ZB r ? r ` WARN M BROW MW SAW s° ELEVA77ONS REFERENCED TO N.A.V.D. 88. SEE DECISION;IItrO 7 DATED //9 AREA-21,960 O�1 � � 1 om fam- e wrth he C74NDA�OC FCS °P�POY^.� lad. �. .� AND r'O�VST1711- Tl it OF SJ35LRl4fF N 1,3E TOM � l�F+CES N.KS. LIC, NO. 49618 a d a p oG a �- th wqO�tib s ;e! `o _4 'Y erF n crd ;n Lye ANY ALTERATION OR AD0117ON TO 711/S SURVEY IS A NOLA7701V � � ��L IC YORS, P.C. (C co,3 1r,c i. OF SECDON 7209OF THE NEW YORK STA TE EDUCA 77ON LAW. 1) 765-5020 FAX (637) 765-1797 EXCEPT AS PER SEC7/ON 7209-SUBDW90N 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP ANO COPIES THEREOF ONLY IF P.O. BOX 909 !np k.cot%on o, �+-e _ and c ooa's hDinr re eor are SAID MAP OR COWES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (� 1230 TRAVELER STREET fr.. fie'd oasezo+.�n, and o `ro" cto -.?6 o-ned from otrrc,5 W40SE STGNA7URE APPEARS HEREON. z.J-TREE SOUTHOLD, N.Y. 11971 10—��� S.C.D.H.S. REFERENCE NUMBER RIO-10-006J N SURVEY OF PROPERTY NOTE.• AT MA TTIT UCK SUBSURFACE SEWER DISPOSAL SYSTEM DESIGN BTOWN OF SO UTHOLD Y. JOSEPH FISCHET77, P.E. SUFFOLK COUNTY, N. Y. SOUTHOLD,HOBART OAD N.Y. 11971 A e NESS AVENUE 1000--115-12--15 (631) 765-2954 ST 1 26' 39.5' �LP 1 35' S6' SCALE: 1'=30' LP 2 55 OCTOBER 27, 2010 LP 3 36' 51.5' DECEMBER 7, 210 (NEW SEPTIC SYSTEM) LP 4 36 63 JUNE 1, 2011 (FINAL-ON SEPTIC SYSTEM) 0 LP 5 42 59.5 JANUARY 4, 2013 (TOPO k PROPOSED ADDITIONS) O N/0/)r LORRAINE *ENDT Y WnANDS �'• (DWELLING W1'TH PUBLIC WATER) -v- v S •19'2 "E - FE o.3s 116.88' { W I EL. Zr •E'EL .T,0' /70v. EL. Z91 fZ / / / •^ei MD SPUT RAIL FENCE EL. Z9' RECEIVED hl i� Z9, �pwp WATER uNE I JUL 17 2013 I / 77" / EL. 7.°' 4' — k'7R I 5 11.1 Wit-�0--114.7'+ — — — � w � eOARp OFAPPEALS u / 0 O 4 I ( ZA ZONE' SIE 1� NE X � I SD �O (N6) o ADDITION3 L5 ti ^1 V Bldg Dept co �¢3 py from ZBA h w LP ' Final review d doc ents 72' H cd ST 0Z J ZBA Fi to, Q. 2 LP I&T MALE NIl w 4 EZ 7.0' (ABAI) I l i i i CAS 1� U C7 3 ^ �, 7E CURB v Z • I i v m 2 I I 59• za s GARAGiE w '; �Q4A 1£L DMWWAY 3 TEST HOLE DA TA smNE REr. EL Se, EL. z PROPOSED ��� 22.4' � � IE � � � � McDON 1L/1G/O0CIENCE WALL HERS PA I a 3 1 � e O ALL 1cq 0 ^ (O�) r — — — •V\ A EL 7.0' BROW SILTY SAND SM 1.4 N EL. N Sii7ED h ----- 2.5' N8T19'20'W EL. eto' ROW A� s 222.32' BROWN FINE SAND SP ALL DWELLINGS WITHIN 150' USE PUBLIC WATER N101F CHERYL CHRIS17ANO & PATRIaA MELS EL. 0.9 ---- 6.1' (DWELLING WITH PUBLIC WATER) ?Y wA1ER FLOOD ZONE FROM FIRM MAP NUMBER 36103CO482 H SEPTEMBER 25, 2009 '_`' :"` ,. ='` `'.•°, WAIER IN BROWN FINE SAND sP ELEVA TIONS REFERENCED TO N.A. V.D. '88. s i I cm, familiar with the STANDARDS FOR APPROVAL AREA=GI 960 SO. FT. y4 AND CONSTRUCTION OF SUBSURFACE SEWAGE TO 11E LINE F DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 3 3� N. Y.S LIC. NO. 49618 and will abide by the conditions set forth therein and on the ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLAT/ON �` ` f=' F-4--,) NlC EYBRS, P.C. '� �I::-''�:� ;F permit to construct. OF SECT70N 72090F THE NEW YORK STATE EDUCATION LAW. �`�4; 1« ) 765-5020 FAX (631) 765-1797 EXCEPT AS PER .SUCTION 7209—SUBDIVISION 2. ALL CERT7F7CA TIONS q '``The location Of wells and cesspools sho«n hereon are HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F '� P.O. BOX 909 from field observot%ons and or from dctc obtoined from others. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR =TREE 1230 TRAVELER STREET 10_222 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 Ap co o Y o . N/O/F LC'?RRAINE WEND -\L wETLANDS (DWELLING WITH. PUBLIC WA TER) \L NEW 700±SF PLANTED BUFFER o S8 °19'2 „E (approximately 100'long x 8'to wide buffer plant�d�a4ith native shrubs)) FE 216. 88' EL. 7 , �;•, !� Z 21-1 � << � >,� <�s �� -Y„ ,. 8'-0- RAIL FENCE EL. 7.9 _ INVERT O�_O" ��1'I. OLD WELL M taG 7.9' - 5.ar ha.r.I• r( TO BE - NI (DWI, INVERT I. PUMP ()}�^�,��; _94' ,.l1" �Cl✓ 4.0 DRAIN PIP � `�' J 4.79(011 ` REMOVED `�-.r' WA TER � � ''v8•p��Ots ,�` � o 1" WATER LINE METER EL. 7.4 � C 114-82 p� .4 7.5' 11.1' - W - - 11 4"0 U ERGROUND Q R U /DRAT PIPE WRAP �WOtEI IIII .\ Q W I ND PERIMETER `MSH/A,E Lu I (� DOCK 2 Q ' A EEDED to _ACCESS _— _ w I Q q W �;1 ( _ ' EXISTING I STORY Y N SEPTIC G LP i LP p EL. 8. 0 WOOD 5 W 72,- _ RESIDENCE EL___8.-0 r_ SYSTEM �` 3 _�� �, Q -I ST ------ ILP •�- TEST HOLE EL. 7 ApiZONE AE to 0 10.0' --- ,--�,� -a04'-11" j C7 v (el 6) I �\Z�j 0) i—"— , ,-- ^ NE RY C./S TE `�`--'i �\ 4 EL. 7.0' (ABANDONED '' .. ,, J Iv ^ , 11 I d STO NEW CON _ m �I Q m t+.► DDITION � COVERED POR � 0 �I Z Q Q O I I `I•/ W ' � NEW PAVERS ^I 10.0' EXIST. SAND BED EXIST CONCRETE CURB J Q 79'6-10 E IST.CONC. CID 4 TEPS&PATIO TO' BREEZc AY " C1 -;k.: N EMOVED(NOW A 89'-1 m RASS , 2 5 EXISTING GRAVEL DRIVEWAY Y EXISTING WOOD w � / I — � __ FRAME GARAGE et STABILIZED NEW DECK, -- -i STAIRS& EL. 7.7'r,l ERT - �� 22.4, ,- EXIST. CONC. CURB 1" CONSTRUCTION �Q ;,moi EL. 3.6' COVERED PORCH 4. i.c) (".'f ' ENTRANCE {� STONE RET. 5.8' �' w �Dw ' �/ WALL / SILT FENCE E r 1.1'N c (OIL) I ALL (� W _ _ _ — — EL. 7.5 � 1.4'N EXIST.co C. SHED . . . . . . . . . . . . . . . . . . . . . . . . .. . . EL. 8.0' N87°19'20"I/`I PATIO TO BE ROW OF EVERGREENS REMOVED(NEW 222. 32' GRASS AREA) N/0/F CHERYL CHRISTIANO & PATRICIA MELS (DWELLING WITH PUBLIC WATER) 4noueo T& a6p Wl SED SITE PLAN- ►r _ ��, Scale: 1 — 20'41 Proposed Adfor - y S Niemann Architecture,P.c. 26 Churchill Lane i io esi e ce Smithtown, New York 1.1787 0 0 ® a ® 0 o a o o a a 0 ® 0 (631) 922-4041 1080 natalie@niemanndesignbuild.com DeepholeDrive , Mattituck, _ COPYRIGHT©2013 ISSUED TO BUILDING DEPARTMENT FOR PRELIMINARY REVIEW : JUNE 20, 2013 SDA R �E qC ABBREVIATIONS SYMBOLS LEGEND MATERIAL LEGEND DRAW_-ING LIST ACT ACOUSTICAL CEILING TILE GALV GALVANIZED RAD RADIUS \/\/\/\/\/\/\/\/\ '9T 031630 CQ� AFF ABOVE FINISH FLOOR GC GENERAL CONTRACTOR RCP REFLECTED CEILING PLAN /j\�/j�/jam/j�/j�/j�/j\�/j�/ T I TITLE SHEET, KEY MAP & MISCELLANEOUS FOF NEW ALT ALTERNATE GL GLASS RD ROOF DRAIN SECTION NO. - - _J �I i DETAIL NO. EARTH STEEL T2 GENERAL NOTES & STRUCTURAL DETAILS ALUM ALUMINUM GYP.BD. GYPSUM BOARD RECEPT RECEPTACLE SHEET NO. AL ALUMINUM HDR HEADER REF REFRIGERATOR SHEET NO. Il I Sl EXISTING PLOT PLAN, PROPOSED SITE PLAN, SITE DETAILS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. APPROX APPROXIMATE HM HOLLOW METAL REINF REINFORCE BUILDING SECTION MARK `---� THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND FqfS2 SITE DETAILS RETAINS COPYRIGHT. THE OWNER SHALL DE PERMITTED TO ARCH ARCHITECTURAL HORZ HORIZONTAL REQ'D REQUIRED RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE WALL SECTION MARK DETAIL MARK CRUSHED STONE WOOD (continous) RELATED TO THE OWNER'S USE OF THE PROJECT. BLDG BUILDING HTR HEATER RM ROOM EX EXISTING FIRST FLOOR PLAN & ELEVATIONS B.O. BOTTOM OF HVAC HEATING,VENTILATION, RO ROUGH OPENING . CJ CONTROL JOINT AIR CONDITIONING SCHED SCHEDULE ° AO DEMOLITION PLAN & PROPOSED PARTIAL FOUNDATION PLAN CL CENTER LINE HW HOT WATER SCti-iD SOLID CORE WOOD REVISIONS CLG CEILING IN INCH SD SMOKE DAMPER ELEVATION NO. EXISTING WALL CONCRETE WOOD (blocking or shim) Al PROPOSED FIRST FLOOR PLAN & PARTIAL ROOF PLAN CMU CONCRETE MASONRY UNIT INSUL INSULATION SE SOUTHEAST SHEET NO. TO BE REMOVED ° J.� NO. DESCRIPTION DATE COL COLUMN INT INTERIOR SECT SECTIONGA2 PROPOSED EXTERIOR ELEVATIONS1 ISSUED FOR PRICING 11/29/12 CONIC CONCRETE JT JOINT SF SQUARE FOOTELEVATION MARK CMU PLYWOOD A3 PROPOSED BUILDING SECTIONS & DETAILS, SCHEDULES CONT CONTINUOS LBS POUND sHT SHEET EXISTING WALL CONST CONSTRUCTION LF LINEAR FOOT SIM SIMILAR 2 ISSUED TO BUILDING 06/20/13 COORD COORDINATE LTG LIGHTING SPEC SPECIFICATIONS TO REMAINpyyyyyyyl DEPARTMENT CORR CORRIDOR MATL MATERIAL SS STAINLESS STEEL CMU (plan) BATT INSULATION CPT CARPET MAX MAXIMUM STND STANDARD DUPLEX OUTLET, MTD. 18" A.F.F. CT CERAMIC TILE MECH MECHANICAL STL STEEL NEW WALL OR RECEIVED CW COLD WATER MEMB MEMBRANE STOR STORAGE DEMO DEMOLITION MTL METAL STRUCT STRUCTURAL PARTITION BRICK RIGID INSULATION JUL 1 DEPT DEPARTMENT MFR MANUFACTURER SW SOUTHWEST �13 DIA DIAMETER MIN MINIMUM TEL TELEPHONE SMOKE DETECTOR 2 X 8 FJ 80APD OFAPPEALS DIM DIMENSION MISC MISCELLANEOUS TEMP TEMPERATURE @ 1611 O.C. 'x,;i < DN DOWN MO MASONRY OPENING T&G TONGUE&GROOVE A7 � FRAMING NOTATION BUILDING CODE INFORMATION BUILDING PLAN REVIEW NOTE DWG DRAWING MTD MOUNTED TOIL TOILET co BUILDING PLANS EXAMINER SITALL REVIEW THE ENCLOSED DOCUMENT FOR EA EACH NA NOT APPLICABLE T.O. TOP OF OCCUPANCY CLASSIFICATION: R3 MINIMAL ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS DATE-__/4)4L3 EL/ELEV ELEVATION NE NORTHEAST T.O.W. TOP OF WALL CARDON MONOXIDE DETECTOR TYPE OF CONSTRUCTION: 5B SP'ECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW FSE,_ ->__ff"fn Py ELEC ELECTRICAL NIC NOT IN CONTRACT T.O.S. TOP OF SLAB/STEEL FIRE HAZARD CLASSIFICATION: LOW YORK. THIS REVIEW DOES NOTGUARANTEE COMPLIANCE WITH THAT CODE. THE 7615.1802 ENTR ENTRANCE NO NUMBER TV TELEVISION SEAL AND SIGNATURE OF THE _)ESIGN PROFESSIONAL HAS BEEN INTERPRETED AS FOLLOW EQ EQUAL NOM NOMINAL TYP TYPICAL ELEVATION MARKER EQUIP EQUIPMENT NTS NOT TO SCALE UAI, UNLESS OTHERWISE PROJECT INFORMATION AN ATTESTATION THAT, TO ThE BEST OF THE LICENSEE'S BELIEF AND 1. RECESSED DOWNLIGHT FOR INFORMATION THE WORK IN�ATE DOCUMENT IS ACCURATE: EXIST EXISTING NW NORTHWEST NOTED ' 2. R&i� EXP EXPANSION NYSRC NEW YORK STATE VENT VENTILATION PRESENT ZONING: NONCONFORMING LOTS STRALLLI K ,,AL$CAULKING EXT EXTERIOR RESIDENTIAL CODE VE.1T VERTICAL PROPOSED BUILDING DESCRIPTION: - IS THE RESPONSIBILITY OF THE LICENSEE 3, INFt1L-�TInN WINDOW SYMBOL 4, FINAL•Cc�ta�,. X1,'71,1N &ELECTRICAL FDN FOUNDATION OC ON CENTER VEST VESTIBULE • ALTERATION AND ADDITION TO EXISTING - CONFORMS W/ GOVERNIN(i CODES APPLICABLE AT THE TIME OF SUBMISSION MUST CC COMPLS F,Ff S,'t'C: FE FIRE EXTINGUISHER OFF OFFICE W WIDE FLANGE RESIDENCE - CONFORMS W/REASONABI..E STANDARDS OF PRACTICE ALL CONSTRUCTION SHk 1. °_' T I IE i FIN FINISH OH OVERHEAD W, `` WITH LOT AREA: 21,960 SF) - CONFORMS W/ SAFEGUARDIN G OF LIFE HEALTH PROPERTY & PUBLIC WELFARE � FIXT FIXTURE PL PLATE WC WATER CLOSET REQUIREMENTS E, N OF TWA ' YORKSTATE, NOTRE" FT FOOT/FEET PLAM PLASTIC LAMINATE WD WOOD C51CN OR CONSTRUE-1 iP' Llii ;3, CEILING FAN DOOR SYMBOL *** SEE S1 FOR TABLE OF ZONING INFORMATION �� �' CERTIR-ATION ` FTG FOOTING PLYWD PLYWOOD WDW WINDOW PL�JN1, NG, PL UI AND PROPOSED SQUARE FOOTAGE INFORMATION `;�„; r30NTEN T BEFORE RETAIN STORM WATER RUNOFF GA GAUGE R RISER W/O WITHOUT Q ALL PLUMBING WASTE .'RTIFICN T E OF OCCUPANCY PURSUANT TO CHAPTER 236 TEST►^ a . _,_���,,� .I, , = a.I� "� IN WATER OF THE TOWN CODE. ANNOT I ' LEAD. EX_9 ” IJ REScheck Software Version 4.4. �^ I s omlin enITICE11 + „ I 2..VENT .. 81d9 D ( Ftnai eAt Opp THROUGH ROOF k t r Y Frp E ZSq Fi s+ew �"l u ZBq Project Title: Marsilio Residence (V.T. R.) Date: #� tT mets Energy Cade: 2010 Neer Ycsrlc Energy ConservationJIL Cunstrsction.Code ROOF ` ,w cation: r< q I ',C1S�IICr"#1Ufl {, @W YOtC :cz• �a r Lo ;t . Family 2 I I,.J !9.a' $ f�,., g e ra p w ..•;ay Pro tT pe; AdditiontAtteratit Construdon T 'k , Heatg Degree Days: 57513 � g ` � r` I�'• _ � �, � � I �, Clime Zone: 4 I l l r a PROJECT TITLE: Canstructlnn Site: Owner/Agent: Designer/Contractor, I. I 1080 t7tae Rote Drive Natalie Nlerrnann 2" ———— — — -T — — — — — 211 T- _ � _ - - - _ I r Proposed Mattituck,NY 11052 Nierr nn Arohite Lure PC. — „/ 26 Churchill Lane NEW1 KITCHEN I I I T —I Addition/Renovation for Smithtown,NY 11787 NEW] UNDRY (2)FI�TURES I I � I 631-922-4041 (1)FIXE URE T I EXIST.BATHROOM I I EXIST.MASTER l " 1)z 11 a°oo ' (3)FIXT S I BATHROOM I l "Uituck :: Marsiho X211�I I 1)z 1 I (3)FIXWRES 1� � sin s� Compliance:fZ,7Jo Better Than Code Maxrrlu UA: 110 YotlrtJA:58 FAI I42' I i € ;. k r ReSldeilCe '� T X jpettet N VVINse,Than Code,Max r!affeas how close to coti�p&-Me tEw€cause it based on onde uada-0if odes. W, DW 1 112 1st FLOOR1080 ��Hr3T p7die��Mune#��e�case ar�absk iel�tim�l4# i�wrh=aarte-ttntrt�. Ad Deephole Drive _ Mattituck NY 11952 Gross cavity Cant. Glazing 14A 3" 2" 3" 2" #r t % Assembly Area of R-Value R-Value or Door C-0- Perimeter U-Factor PROJECT NO. 1201 C.O. a ' 4 Ceiling 1,Flat Celing or Scissor Truss Exerroon,Framing cavity not exppsed. DRAWN BY. NN Wall 1;Wctod Frs1me,16'o,c. 4" E ion:Framing cavity filled wfth insulation. Window 1;Wood Frarr�:l�ouls Pane with i_clwr-E 252 0.280 �1 � � ;, �; � . SCALE: AS NOTED BASEMENT , : Door l.Solid 22 °A40 14 EXIST. DRAWING TITLE: Door 2:Glass 39 0:2W 1 I HOUSE 4" 4" .C.0. KEY M A P Basement Wall 1:Solid Concrete or Masonry, __ _. --- TRAP Exemption:Framing cavity filled w1h sulation., Floor 1:AII=Wood Jolst(Truss:Over Unconditioned Space -- -- -- -- `- TO AN APPROVED NOT TO SCALE TITLE SHEET, Ekemption:Framing cavity not exposed. SUFFOLK COUNTY KEY ,M` 11C�p SEPTIC SYSTEM & 'Compliance Sbfelr ntr The;prp d biriktl g rieslgn described here is WnSldc #WI#h the buiOno plant.4.01flaaiirrli`s,an l o#her aiculaticlrrs submitted w #r ti7a peri t;appllcat n The:;I I ct building has l t�rri et the 2 :1 N Itis Energ�r Or swat CLIMATE AND GEOGRAPHIC DESIGN CRITERIA MISCELLANEOUS Construction Code requirements in I ESeftock Veraiort 4.4.2 and#o comply With#tie Iriandmory reftuirems� it llsl?eiJ In the:i check Irispectipn NYSRC TABLE R301.2 1 ChecrI�t, PLUMBING RISER DIAGRAM GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD DWG. NO. SNOW DESIGN DESIGN UNDERLAYMENT FLOOD Name-Title Signature Date NOT TO SCALE LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIRED HAZARDS Mars I R d N . Y. STATE ENERGY C O D L' S 45 PSF 120 MPH D SEVERE MIN 3'-0"BELOW MODERATE SLIGHT TO 11°F YES SEE PLANS FINISHED GRADE TO HEAVY MODERATE EXAMINER � I NAILING AND FASTENING SCHEDULE HEADER SCHEDULE NOTES FOR ANCHOR BOLT GENERAL N ® TES WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1 ALL MATERIAL FOR WOOD FRAMING TO BE LVL LONG ISLAND REGION CODE REFERENCE FOR ONE AND TWO STORY DWELLINGS TYPE AND SHALL HAVE A MINIMUM Fb = 2,600 PSI HIGH WIND /UPLIFT RESISTANCE 1. THESE DRAWINGS SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE AND LOCAL RULES AND NUMBER OF NAIL LVL MIN. Niemann Architecture,P.C. REGULATIONS. JOINT DESCRIPTION SPANS 1. COMPLIANCE W/2003 NYS CODE BY USING W.F.C.M. 1995 SBC(HIGH NOTE:FOUNDATION ANCHORAGE PER: NAILS SPACING LUMBER SIZE BEARING 26 Churchill Lane 2. ANY DEVIATION FROM THESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF ARCHITECT WILL NEGATE THE WIND EDITION)PRESCRIPTIVE DESIGN METHOD(CHAP.3) N.Y.S.R.C. SECTION R403.1.6 ROOF FRAMING (2) 1 3/4"x 5 1/4" UP TO 4'-0" 2" 2. USE 1 1/4"X 20 ga. STL STRAPS @EACH JOINT BETWEEN ROOF RAFTERS Smithtown,New York 11787 CERTIFICATION OF THESE DRAWINGS. TO DOUBLE TOP PLATE, SECOND FLOOR EXTERIOR WALL TO FIRST WOOD SILL PLATE SHALL BE FASTENED TO THE FOUNDATION (2) 1 3/4 x 7 1/4 >4-0„TO 5-0„ 21/211 „ „ „ 0 0 ® ® ® ® IS ® ® ® ® M 0 RAFTER TO TOP PLATE(TOE-NAILED) 3-8D PER RAFTER FLOOR EXTERIOR WALL,FIRST FLOOR EXTERIOR WALL TO WITH ANCHOR J BOLTS. BOLTS SHALL BE A MIN. 5/8 IN 3. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR (2) 13/4"x 9 1/4" >T-0"TO 6'-0" 3" FOUNDATION SILL PLATE @ 16"O.C.(12"MIN.FROM CORNERS) DIAMETER AND SHALL EXTEND A MIN.OF 7"INTO MASONRY (631) 922-4041 CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE AND PROCEDURES,OR FOR SAFETY PROGRAMS IN CEILING JOIST TO TOP PLATE 3-8D PER JOIST3. WINDOW AND DOORS TO HAVE DESIGN PRESSURE RATING OF(30)MIN. AND/OR CONCRETE,SPACED A MAX.OF 23"ON CENTER AND CONNECTION WITH THE WORK. (TOE-NAILED) (2) 1 3/4"x 11 7/8" >6'-0"TO 8'-0" 3" 4. SEE NAILING SCHEDULE AND STRAPPING DETAILS FOR ALL LOCATED WITHIN 12"FROM OUTSIDE CORNERS.A NUT AND natalie@nII'', desig ,11, .com CEILING JOIST TO PARALLEL RAFTER POSTS SHALL BE 4 X 4(NOMINAL) FASTENERS. WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. 4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (FACE-NAILED) 10-16D EACH LAP 5. RIDGE STRAPS:USE 1 1/4"X 20 GAUGE STRAP W/(7)8d,NAILS EACH AS PER N.Y.S.R.CODE.FOR NUMBER OF BOLTS REQ'D IN SHEAR NOTE: RAFTER. WALL SEE TABLE 3.2A AND TABLE 3.2B PER 1995 W.F.C.M. COPYRIGHT©2013 5. ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION CEILING JOIST LAPS OVER 10-16D EACH LAP ALL SIZES CALLED OUT IN THE FOLLOWING DRAWINGS WILL .EXCEPTION: RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR WORK PARTITIONS(FACE-NAILED) SUPERCEDE THIS SCHEDULE. TIES(COLLAR BEAMS)OF NOMINAL 2 X 4 LUMBER ARE LOCATED COLLAR TIE TO RAFTER 5-8D PER TIE IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO ,�� I AR 6. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR TO COMMENCEMENT OF WORK. (FACE-NAILED) EACH PAIR OF RAFTERS. 7. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY, BLOCKING TO RAFTER(TOE-NAILED) 2-8D EACH END ¢�2� ����"► INSPECTION APPROVALS,ETC. RIM BOARD TO RAFTER 2-16D EACH END 6 i 8. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY INFORMATION OMITTED FROM THE DRAWINGS AND NOTES (END-NAILED) THAT ARE NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK AS SHOWN. WALL FRAMING 031631) Q� DOUBLE WALL STUDS DOUBLE W LL STUDS 9. DURING CONSTRUCTION,CONTRACTOR SHALL STOP WORK AND NOTIFY ARCHITECT OF ANY CONDITION THAT TOP PLATE TO TOP PLATE OF NEW 2-16D PER FOOT EXISTS WHICH CONTRADICTS WITH THE DRAWINGS. IF CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE AND (FACE-NAILED) ® ®I,11 LST CONTINUES WITH THE WORK,THEN HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. TOP PLATES AT INTERSECTIONS JOINTS II II (FACE-NAILED) 4-16D EACH SIDE 10. DISPOSAL OF ALL WASTE OR DEBRIS RESULTING FROM THE WORK SHALL PERFORMED IN A LAWFUL MANNER AS �i I II 11 ° 1 ®I SUBFLOOR I 1 ®II III II°° 12" THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. PRESCRIBED BY THE LOCAL AUTHORITY. STUD TO STUD(FACE-NAILED) 2-16D 24"O.C. 111 THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND 111 ®II 11 I 11 ®II II II° END RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO 11. CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT HIS WORK AND PROTECT ADJACENT PROPERTY FROM HEADER TO HEADER 16"O.C. I® ® I 11 II ° RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE E DURING DEMOLITION AND CONSTRUCTION. IN THE EVENT OF SUCH LOSS OR DAMAGE, 16D ALONG EDGES I 1 ®II II I II I I IMPSON STRONG O R II°° LF,NGTH RELATED TO THE OWNER'S USE OF THE PROJECT. LOSS OR DAMAGE (FACE NAILED) I II 11 I II II 11 II°° CONTRACTOR SHALL MAKE SUCH REPLACEMENT AS REQUIRED. I I I co!I I I TIE"GALV.METAL TOP OR BOTTOM PLATE TO STUD I Ih ®I 11 ® I HOEDOWN NO.PHD SOLEPLAT II 12. CONTRACTOR SHALL PROVIDE PROPER SUPPORT AND UNDERPINNING OF THE EXISTING CONSTRUCTION AS (END-NAILED) 3-16D PER STUD I II ®II I'r TIE"G ON STRONG II �I II II°° REQUIRED TO MAINTAIN THE SAFETY OF THE WORKERS,THE GENERAL PUBLIC AND THE STRUCTURE WHERE I I TIE"GALV.METAL II I II° REVISIONS BOTTOM PLATE TO FLOIOR JOIST I jlll i� III HOLDOWN NO.PHD �� 1'@�II�� SOLE PLA II ° EXISTING CONDITIONS ARE BEING ALTERED AND/OR NEW CONSTRUCTION IS TAKING PLACE. BANDJOIST,ENDJOIST OR BLOCKING 2-16D PER FOOT I 1 I NO. DESCRIPTION DATE (FACE-NAILED) I I Ij II SILL PLATE 13. REMOVE ALL EXISTING WALLS,DOORS,PARTITIONS,FLOORING,CEILINGS,FIXTURES OR FIXED OBSTRUCTIONS AS II IIS / II'• 36"- 1 ISSUED FOR PRICING 11/29/12 FLOOR FRAMING I II �I 11 REQUIRED TO INSTALL THE NEW WORK. PATCH AND REPAIR EXISTING CONDITIONS AS INDICATED IN THE DRAWINGS OR WHERE DISTURBED BY THE NEW WORK. JOIST TO SILL,TOP PLATE OF GIRDER 4-8D PER JOIST � (TOE-NAILED) STRONG TIE" I C 2 ISSUED TO BUILDING 06/20/13 14. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL BEARING CAPACITY OF 2000 POUNDS ` i! I I II I PER SQUARE FOOT AND SHALL HAVE A MINIMUM OF Y-0"OF COVER.IF CONTRACTOR ENCOUNTERS POOR SOIL BRIDGING TO JOIST(TOE-NAILED) 2-8D EACH END I I G METAL I PA DEPARTMENT COUPLING CONDITIONS,THEN HE SHALL STOP WORK AND NOTIFY ARCHITECT. II I 15. CONTRACTOR IS TO SUPERVISE ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING FORM WORK AND BLOCKING TO JOIST(TOE-NAILED) 2-81) EACH END SUBFLOOR RIM PLACEMENT OF CONCRETE. BLOCKING TO SILL OR TOP PLATE JOIST II (TOE-NAILED) 3-16D EACH BLOCK I 16. EXTERIOR SURFACES OF ALL FOUNDATION WALLS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE I I RIM JOIST DAMPPROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. LEDGER STRIM TO BEAM 3-16D EACH JOIST "SIMPSON STRONG TIE" II (FACE-NAILED) GALV.METAL I I I 17. ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL CODE. BASEMENT SLAB: I ° JOIST ON LEDGER TO BEAM 3-8D PER JOIST I COUPLING I DOUBLE TOP PLATE ��°° 2500 PSI,FOUNDATION WALLS&FOOTINGS: 3000 PSI AND GARAGE SLAB:3500 PSI. (TOE-NAILED) a I I I II ° SILL PLATE DOU i LE I° E 18. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH(2)#5 CONTINUOUS HORIZONTAL REBAR,U.O.N. BAND JOIST TO JOIST 3-16D PER JOIST ., I WALL UDS ( ii-� LENG END-NAILED �� T PLATE Ij°° ( ) I °,: ANCHOR BOLT I �(® I LEVEL UNLESS OTHERWISE NOTED ON THE BAND JOIST TO SILL OF TOP PLATE °° 19. ALL CONCRETE FLOOR SLABS SHALL BE 4 THICK AND TO BE 2-16D PER FOOT . . :°1Ij ° DRAWINGS. (END-NAILED) I. I� I II PROVIDE MINI FOUNDATION I ° I WALL ROOF SHEATHING i,. I I� ®II II END DIST E Ij°° 20. SEE ANCHOR BOLT CODE REFERENCE ON THIS SHEET FOR ANCHOR BOLT INFORMATION. ° 8"EDGE/ ° L CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF AISC SPECIFICATIONS. STRUCTURAL PANELS 8D 12"FIELD p. ' NOTE: I 1 �i /I 21. ALL STEEL WORK SHALL III® ONG - ALL STRUCTURAL STEEL SHALL BE NEW. GABLE ENDWALL RAKE/OVERHANGS 8D 4"EDGE/ PROVIDE HOEDOWNS III ®Ii II WAL ST "SIMPSON M S STRAP TIE" (TABLE 3.8) 4"FIELD WITHIN 32"OF EACH GALV.MET STRAP 22. ALL STRUCTURAL WOOD FRAMING MEMBERS TO BE HEM FIR NO.2 OR BETTER WITH Fb=975 PSI,SINGULAR AND CORNER OF BLDG. NO.CS20 Fb=1150 PSI REPETITIVE. DIAGONAL BOARD SHEATHING 2-8D PER SUPPORT IX6ORIX8 23. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS,POSTS,OR RAFTERS TO BEAMS,GIRDERS OR DIAGONAL BOARD SHEATHING STRUCTURAL MEMBERS TO BE FASTENED USING"SIMPSON STRONG TIE"PRODUCTS OR APPROVED EQUAL I X10 OR WIDER 3-8D PER SUPPORT A FLOOR-TO-FOUND. TIE DOWN DETAIL B LOOR-TO-FLOOR TIE DOWN DETAIL FLOOR-TO-FLOOR STRAP DETAIL T2 (GALVANIZED AT EXTERIOR). CEILING SHEATHING T2 Scale:NTS Scale:NTS Scale:NTS 24. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 7"EDGE/ GYPSUM WALLBOARD SD COOLERS 10"FIELD 25. PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. WALL SHEATHING 26. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH EITHER 5/4"x 3"BRIDGING,METAL STRAPPING OR SOLID WOOD 6"EDGE/ NOTE: BLOCKING AT MIDSPAN OR INTERVALS NOT TO EXCEED 8'-0"O.C. STRUCTURAL PANELS 8D 12"FIELD PROVIDE GALV.METAL �� 0 FIBERBOARD PANELS 3" STRAP CONNECTION AT EDGE/ J � o 27. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2 x 4 WOOD STUDS AT 16"O.C.,U.O.N. 7/16„ 6D 6"FIELD GABLE-END WALL. �oO it \ q° 28. ALL EXTERIOR PLYWOOD SHALL BE CDX GRADE AND SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK FIBERBOARD PANELS 8D 3"EDGE/ AND MEET THE REQUIRED STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION. 25/32" 6"FIELD 0 0 II 0 7"EDGE/ .� I II L 21 29, ALL EXTERIOR EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE GYPSUM WALLBOARD 5D COOLERS 10"FIELD DOUBLE TOP DOUBLE TOP DOUBLE TOP REQUIREMENTS OF THE AWPA STANDARDS FOR WATERBORNE PRESERVATIVE TREATMENT. 6"EDGE/ PLATE I II I I PLATE PLATE RAFTER HARDBOARD 8D 12"FIELD I J 30. ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS,U.O.N. ALL DOOR AND WINDOW II I RAFTER ROUGH OPENING HEADS TO BE SET AT 6'-8"A.F.F,U.O.N. "SIMPSON STRONG I I I PARTICLEBOARD PANELS 8D (SEE MANUF.) TIE" STRAP NO. SP4 I II "SIMPSON ZBA CONNECTOR "SIMPSON STRONG 31. PROVIDE 6'-8"MINIMUM HEAD CLEARANCE ABOVE STAIRS AS PER N.Y.S.BUILDING CODE. AT EACH WALL STUD II I I STRONG TIE"NO.H2 Bldg Dept copy from ent DIAGONAL BOARD SHEATHING 1 X 6 OR 1 X 8 2-8D PER SUPPORT 101 TIE" ZBAIFilel#wed documents I � 32. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH ONE LAYER OF 15# NOTE: Date: WATERPROOF BUILDING PAPER. DIAGONAL BOARD SHEATHING (3)10dxl 1/2"NAILS E TO PROVIDE THIS CONNECTION 1 X10 OR WIDER 3-8D PER SUPPORT CONNECTOR WHEN STUDS DO NOT ALIGN EACH SIDE OF STUD WALL ST 33. PROVIDE A CONTINUOUS COPPER TERMITE SHIELD AT THE PERIMETER OF NEW FOUNDATION WORK. FLOOR SHEATHING DIRECTLY WITH ROOF WALLS RAFTERS. 34. PROVIDE FLASHING AT ALL VERTICAL/HORIZONTAL JUNCTIONS AND STEP FLASHING AT ALL JUNCTIONS STRUCTURAL PANELS 8D PROJECT TITLE: 6"EDGE/ OCCURRING ON A SLOPE. 1"OR LESS 12"FIELD Proposed 35. INSULATION ON THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS STRUCTURAL PANELS IOD 6"EDGE/ (U.O.N.),SIZE AS INDICATED ON DRAWINGS WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES GREATER THAN 1 6 FIELD D TOP PLATE-TO-STUD DETAIL E RAFTER-TO-TOP PLATE DETAIL F RAFTER-TO-TOP PLATE DETAIL Addition/Renovation for AROUND WINDOWS AND DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED,LOCATED AND INSTALLED 1DX 6 OR1X 80ARD SHEATHING 2-8D PER SUPPORT T2 Scale:NTS T2 Scale:NTS T2 Scale:NTS Marsilio IN ACCORDANCE WITH N.Y.S.ENERGY CODE. DIAGONAL BOARD SHIEAT'HING 3-8D PER SUPPORT Residence 36. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. CARE SHALL BE TAKEN TO 1 X10 OR WIDER MAINTAIN THE FREE PASSAGE OF AIR BETWEEN INSULATION AND ROOF DECK(1"MIN.AIR SPACE). NOTES: "SIMPSON STRONG 1080 Deep o e Drive 37. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2"GYPSUM BOARD EXCEPT,U.O.N. PROVIDE WATERPROOF 1. NAILING REQUIREMIENTS ARE BASED ON WALL SHEATHING TIE"NO.CS20 Mattituck, NY 11952 TYPE WALLBOARD IN AREAS OF MOISTURE AND CEMENT BACKER BOARD ALL SURFACES TO RECEIVE TILE. NAILED 6"O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED CONNECTOR AT EA. 3"O.C.AT THE PANEL IEDGE TO OBTAIN HIGHER SHEAR CAPACITIES, RAFTER 12" PROJECT NO. 1201 38. ALL INTERIOR DOORS SHALL BE STAINED GRADE(U.O.N.)6'-8"HIGH x 1-3/8"x WIDTH AS NOTED ON DRAWINGS. NAILING REQUIREMErVTS FOR STRUCTURAL MEMBERS SHALL BE CONTRACTOR TO COORDINATE HARDWARE TYPE AND FINISH WITH OWNER. DOUBLED,OR ALTERNdATE CONNECTORS,SUCH AS SHEAR PLATES, o 0 SHALL BE USED TO MAINTAIN THE LOAD PATH. a 39. ALL WINDOWS SHALL HAVE DOUBLE-INSULATED GLASS,INSECT SCREEN AND EXTENSION JAMBS AS REQUIRED. \� 12" RIDGE BEAM DRAWN BY: NN ALL WINDOES SHALL BE PERMANENTLY AND LEGIBLY MARKED. 2. WHEN WALL SHEATCHING IS CONTINUOUS OVER CONNECTED �\ d SCALE: AS NOTED MEMBERS,THE TABUILATED NUMBER OF NAILS SHALL BE 40. ALL WINDOWS BELOW 18"A.F.F.,GLASS DOORS,SHOWER DOORS AND ENCLOSURES,BATH TUB DOORS& PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. \�`'�a ALLOWABLE DEFLECTION ENCLOSURES SHALL BE TEMPERED GLASS TO CONFORM TO NY CODE R308 SAFETY GLASS REQUIREMENTS. d OF STRUCTURAL MEMBERS DRAWING TITLE: 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE "SIMPSON 41. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE,U.O.N. STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL RAFTER STRONG TIE"NO. o TABLE RR301.6 GENERAL NOTES & REQUIREMENTS. LSSU 42. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS,U.O.N. CONNECTOR AT ALLOW. � A RIDGE BOARD EA.RAFTER STRUCTURAL MEMBER DEFLECT. STRUCTURAL 43. THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE TO NATIONAL ELECTRIC CODE,THE LONG ISLAND DESIGN LOAD CRITERIAII` RAFTERS HAVING SLOPES GREATER THAN 3/12 POWER AUTHORITY(LIPA),LOCAL MUNICIPALITIES. Il WITH NO FINISHED CEILING ATTACHED TO RAFTERS Ll180 DETAIL �-.� 44. ALL ELECTRICAL WORK SHALL BE APPROVED BY THE BOARD OF FIRE UNDERWRITERS OR EQUAL. PROVIDE (in psi RAFTER INTERIOR WALLS&PARTITIONS H/180 CERTIFICATE TO OWNER. LOCATION LIVE DEAD FLOORS&PLASTERED CEILINGS L/360 DWG. NO. LOAD LOAD 45. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT EACH FLOOR AS PER N.Y.S.CODE ROOF 45 15 ALL OTHER STRUCTURAL MEMBERS L/240 SECTION 705.1. DEVICE TO BE INSTALLED INCONFORMITY WITH SECTION A510 AND SHALL BE INSTALLED NEAR ATTIC 20 10 OR ON THE CEILING. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 THE NATIONAL PLUMBING CODE AND LOCAL CODES SECOND FLOOR 30 10 G RAFTER-TO-RAFTER DETAIL H RAFTER-TO-RIDGE BEAM DETAIL EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 46. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH T2 HAVING JURISDICTION. ALL PLUMBING WORK REQUIRED TO BE INSTALLED BY A LICENSED PLUMBER. FIRST FLOOR 40 10 T2 Scale:NTS Scale:NT EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L 120 NEW 'SUFFOLK A V A B NUE SurveyIST -- _ 39-3 ' -' prepared by: QST_ _26, ,5 ; ----- ZONING INFORMATION iLP 1 1 35_ 56 -- `- Niemann Architecture P.C. Peconlc Surveyors LP 2 I 30 I 55 TAX MAP NO: DISTRICT:1000 SECTION:115, BLOCK: 12 LOT: 15 ----- ---- LOCATED IN A "NONCONFORMING LOTS" ZONE r----------------;--- -- 1 Churchill Lane ILP 31 36 1 51.5 1 � - 26 Surveyed: June 1, 2011 r-------r----------- -----------; PROPOSED BUILDING: ADDITION/RENOVATION TO EXISTING RESIDENCE Smithtown,New York 11787 y ILP 4 1 36 63 s. • a M ® M M 0 M 0 a 0 0 Date House built: 1959 ----- ---' --------- _ `� ��P-5 ----- --- -59.5 USE REQ'D EXISTING PROPOSED 5 °1 (631) 922-4041 Q = 00 t t natalie@niemanndesignbuild.comHEIGHT/STORIES(MAX.) 35' 1T-0 1T-0t Q) LOT AREA >20,000 sf 21,960 SF 21,960 SF I' ' w �P o : N101F L ORRAI NE WEND T COPYRIGHT©2013 BLDG. FLOOR AREA - 1,862 SF 2,002 SF ` 37L V WETLANDS W (DWELLING WITH PUBLIC WA TER.) v r d x �L , _ �' �L V W LOT COVERAGE(MAX.) 20% 12.8% 17% _S8 °19X20"E / FE 2,803 SF 3,705 SF ED Aqe Z EL. 2.7' 1 0.3'S 2 7 6 t €; ��5'e .UW a EL. J. MON. "'- `�X X .88 EL. 7.9' FRONT YARD MIN. 40' 89'-1" 89'-1" _ =,1 ¢ , r, ( ) SPLIT RAIL FENCE EL. 7.9' , " � �Y �� � � ... .. I • ) � RIGHT SIDE YARD(MIN.) 15 13-7 1/2 13-7 1/2 I OLD WELL' , �+ 7 PUMP x .. °`° " I V o p WA TER LINE I I LEFT SIDE YARD(MIN.) 15 12-6 1/2 12-6 1/2 "x. o Ia �� WA TER �. 31630 a' EL. 7.4' METER TOTAL SIDE YARD(MIN.) 35' 26'-2" 26'-2" "gTFOP �O 7.5 11.1' L '1 * -. . t� r, N B W/ 11 4.7 V^ „ ^�I REAR YARD(MIN.) 75 75-5 (STOOP) 72--5 1/4 (PORCH) II��, 040 � r, AM K I O * VARIANCE REQUESTED ! DOC EXIST/NG I Q THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. O v �" THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND O ( F/ R EXISTING 1 STORY SEPTIC SYSTEM I �� OQj RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO '1 / ``• v• 0 WOOD FRAME ) i j L��� /�^ r RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE EL• 8. LP3 \I II 5 1 I J PROPOSED SQUARE FOOTAGE INFORMATION RELATED TO THE OWNER'S USE OF THE PROJECT, O Z RESIDENCE � m Q ' --------------- r---- 1 _SLP �I- EL. i W W ZONE A ZONE o � � ST-�-------_ -I • 0 7.1 Z J (el N X ,� ;LP �,,_ j-�, I'� Q_ TOTAL BUILDING FLOOR AREA: 2,002 S.F. n w 41 ( 6 EXIST. 2 LP TEST HOLE WELL RESIDENCE FLOOR AREA: 1,680 S.F.(1,540 S.F.EXIST.+140 S.F.PROPOSED) ? REVISIONS C9 m v W STOOP � 4 % EL. 7.0' (ABANDONED) I W ? EXISTING GARAGE FLOOR AREA: 322 S.F. 'k:5 (� NO. DESCRIPTION DATE O o Q - "�I Ch O I 0 W W � CONCRETE k 0 = 1 ISSUED FOR PRICING 11/29/12 PROPOSED FRONT PORCH AREA: 70 S.F. PROPOSED REAR PORCH AREA: 141 S.F. W ,� ^/ I EXIST. V CONCRETE CURB I V 1a ISSUED TO DEC 01/09/13 GONG. A I J PROPOSED PAVED AREA: 513 S.F. KEY M A P 1b REISSUED TO DEC 03/26/13 STOOP V 26.5' 89.1' m '� 2 ISSUED TO BUILDING 06/20/13 I EXISTING WOOD q. GRA VEL DRI//EWA Y � EXISTING GRAVEL(PERVIOUS AREA): 1,791 S.F. �v EL. 7.7" FRAME GARAGEq: � �' Q NOT TO SCALE DEPARTMENT ' 22.4 O EL. 3.6' o� STONE RET. EL. 5.8' N CONCRETE (CURB WALL ao 89.3' O\ W clq SHED N WALL - _ _ _ 1.1 N CON (01W ,1 I N CURB EL. 7 5 8"THICK REINFORCED 1.4N SHED EL, 8.0' SWPPP. I CONCRETE SLAB TEST HOLE DATA FINISHED GRADE N87019'20"W ROW OF EVER GREE S TOWN OF SOUTHOLD REQUIRES SWPPP PLAN Prepared by McDONALD GEOSCIENCE 222.; 32' FOR PROPERTIES WITHIN 100 FEET OF 4"0 PIPE(INVERT IN) 4"0 PIPE(INVERT OUT) q q MIN.SLOPE 1I8"/FOOT I MIN.SLOPE 1/8"IFOOT 1 0/1 3/1 O WETLANDS. THIS PRICING SET DOES •:,, .N1 7-11 . , '..cam: M� EL. 7.0' N/0/F CHERYL CHRISTIANO �C PATRICIA MELS INCLUDE SWPPP REQUIREMENTS SUCH AS BROWN SILTY SAND SM HAY BALES, SILT FENCING, RAIN GARDEN, � o o _ o 0 {, W c o c o e9 S"DROP .,r 2.5' DWELLING W/TH PUBLIC WATER) DRYWELL, ETC. X �J o o a o 0 0 0 0 0 4„ �_ H - O o 0 0 0 0 0 0 0 0 EXISTING PLOT PLAN DRAINAGE CALCULATIONS o z> BROWN FINE SAND SP PRECAST STORM DRAIN RINGS ROOF AREA=2,727 SF � W Z 2'MIN M® ® ® ® ® ®®® 2'MIN co �� �� PAVED AREA=513 SF U_ LU ®® ® ® ® ® ®®® a EL. o"9' 6.1' Scale: l = 20'-011 TOTAL AREA=3,240 SF W ®® ® ® ® ® ®®® Z WATER " TOTAL AREA x 2/12=CF REQUIRED 2'MIN ABOVE I WATER IN BROWN FINE SAND SP 3,240 SF x 2/12=540 CF GROUND WATER I FILTER FABRIC NEW SUFFOLK A V TOTAL CF REQUIRED= 540 CF II` 6,8', 10,OR 12'DIA mmi WRAPPED AROUND T-1N�� SEE DWG FOR SIZES DRYWELL FOUR NEW DRYWELLS: =z � IBACKFILL MATERIAL TO BE CLEAN DWI: 10'0(68.42 SF)x 3'DEEP= 205.26 CF SAND AND GRAVEL CONTAINING LESS THEN 15%FINE SAND SILT AND DW2: 10'0(68.42 SF)x 3'DEEP= 205.26 CF CLAY.MATERIAL TO BE IMPORTED IF DW3: 6'0(23.46 SF)x 3'DEEP= 70.38 CF NATIVE MATERIALS ARE DETERMINED TO BE UNSUITABLE BY ENGINEER DW4: 6'0(23.46 SF)x 3'DEEP= 70.38 CF TOTAL CF CAPTURED= 551.28 CF UNDERLYING SAND AND GRAVEL STRATA a� ROOF DRAINAGE NOTE: DRAINAGE DRYWELL �P N MIN. 5"ALUMINUM GUTTERS CONNECTING TO SCALE:N.T.S. CORRUGATED ALUM. LEADERS CONNECTING TO O 4"0 PIPES(PROVIDE 1/8"PER FOOT)CONNECTING W Q� - o . N/0/F L ORRA I NE WEND T TO NEW DRYWELLS. �� WETLANDS o (DWELLING WITH PUBLIC WATER) DITCH OR DIVERSION TO O -\Z- ,L - W:' NEW 700±SF PLANTED BUFFER �� (approximately 100'long x 6'to 8'wide DIVERT SURFACE FLOW S8 *19'20 E buffer planted�Arith native shrubs) FE Z r� -ILL _111- i1 'rX`4`k"pit''^'�` }.i..a..+... .w.n .. ^,.,.�%+. •3'S 216.88' •+ SILT FENCE E SPLIT RAIL � BENCH GRADE 2-3% p _ LEGEND // ��- FENCE EL. 79' � "- � � � \ � -ILL � 1tL � 11L � JL._ � -.LL Bldg Dept coPY AON 5.03_(v.i.f.)' IDWWWWW' --�I IDW1 A--i�OLO WALL from ZBA \ Final reviewed documents �j _ I -'\/�/� SILT FENCE vtd �vlu� _ �L 3� �� � � 31� ZeA File# \"�- }__� PUMP TO BE r I �'`� { 1 M /AO'EssI "0 DRAIN PIPE % \ `/'/ INVERT , / 4`�.�'r „ 4.70'(v.l f.) REMOVED 1- f I O O 1118 per foot slope,W. � - I- _ WA TER HAY BALE \ I, ,I, �L ,,, �� ,I, ,�, O AL 74'-44"bulk�Sea 1 tq roof ov J rn orn 7i4' 1., WA TER LINE METER L _ _ J / 9 i 7 5 B. o� 114-82 O an 11.1' II IIIII 7 _,� k � I W � ----- ROOF DRAIN PIPE 11111111110-1 111111 1111111 IIIII I II Q U O W III IIII IIII ? oqF .� "`'�� �. PROJECT TITLE: O Q / 4"fdIUNDER ROUND DRAIN (Water lin v DO v J�J PI E W AROUND I--ROOF OVERHANG EXIS\G Mph'/N,ER U I O ~ ~ I I I II I I I I I I III IIIA 7' � CK 1�' PF�RIME �R AS NEEDED I I V-10"(22"),TYPICAL EXCEPT SEPTIC _ACCESS X40 w I O q W III II IIII II R �� II `vc �� QI EXISTING 1 STORY 1 ON ALL SIDS �� (/]� I - I .� Proposed l i; EL" 8 I N REAR PORCH SYSTEM, - _ DRYWELL X Y(MAX) II III II II I l j ''� 1 . 0 WOOD FRAME I , LP LP - _� ,/ � v �I II z - I Ilplllllllllllll I '" Addition/Renovation for RESIDENCE 1 I 5 co J 2 20 II IIIIIIIIIIII III IIII V4. ,� ' . • O J 72- EL 8. 0 r---- 3 � -� m 3 30' NI III IIIII ,,� Marsilio TEST HOLE 0EL. 7 7' z III I II I I I I � I ZONE ori - t--- ------ ST -------- ----- -- LP��1- 4 40' 61 III II Jt • ZON AE21„d 1 �, o -- -- 404'-11" • I �7 \�i1 II Residence __ I \lam/JI PLANTED BUFFER MIN. X 1111111 J ( ) 2 ulkhead to of ov rhan rn o - , o NEW 1 W _ `� VIII 1080 Dee hole Drive m CD w�l I- m 9 ^ _r o �'?_ i et STORY NEW CONC./S TE -- EL. 7.0 (ABANDONED I ~ = O O I J W ' ADDITION COVERED POR 0 0 I IIIfYIIIIIIIIIII�IIIIIIIIII Mattitulck NY 11952 1NEW PAVERS !� Q 3 ! 1„ I EAST.GONG. !' LC Iro.-C' exi ON SAND BED "�I U CO CONSTRUCTION SPEICIFICATIONS/NOTES N 79'-64 TEPS&PATIO TO, L_ -BRC Z EXl$T. CONCRETE CURB Z q EMOVED(NEVI ., 89.1 I 1211:11 J 1. ALL GRADED OR,DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION PROJECT NO. 1201 Z 1 RASS A ; 2d5 EkCIST/NG GRA VEL DRIVEWAY y IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. I ; I - =-____ _ EXISTING WOOD d I 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,APPLIED AND MAINTAINED IN DRAWN BY: NN NEW DECK, `------------ v O EL. 7.7 - - ag a , FRAME GARAGE v: I /� /� /. STABILIZED n ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN AND THE NYSDEC"NEW YORK STATE STANDARDS STAIRS& �MI� m Z INVERT O INIYI,ERTQI EXIST CONC" (CURB O � EL. 3.6 COVERED PORCH 4J4'(�if)� 4y5'NAJ 22.4 _ 1„ CONSTRUCTION AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL"(AUGUST 2005) MANUAL. p 1 I - ENTRANCE d- w SCALE: AS NOTED STONE RET. • - ll 1- 12'-0' 1 -� ---:- r, 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNT NECESSARY TO WALL � 5.8 N c- DW3 DW / �cO ^W COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. SIL E E := c.1 _ _ I d'\ ^� 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED,AND STRIPPED OF TOPSOIL TO REMOVE TREES,VEGETATION, DRAWING TITLE: _T WALL .- - _ _ 1.1 N r (��L) C� . - _ _ ROOTS OR OTHER OBJECTIONABLE MATERIAL. 1.4 N EL. 7.5' (� 5. AREAS WHICH AIRE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF FOUR INCHES PRIOR TO » EXIST.CO C. SHED • • • • • • . . . . . . . . . EL. 8.0' PLACEMENT OF'TOPSOIL. EXISTING PLOT PLAN N87019'20 W PATIO TO BE ROOF OVERHANG ROW OF EVERGRICALEENS 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER PROPOSED SITE PLAN REMOVED(NEW ON ALL SIDES PEXCEPT 222?. 32' GRASS AREA) RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE � REAR PORCH COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. SITE DETAILS N/0/F CHERYL CHRI S TI ANO C�C PA TRI CIA 7. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR MELS OTHER FOREIGN OR OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION (DWELLING WITH PUBLIC WATER) FR ZEN MATERIALS FILLS. 8. FROZEN MATERIIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED IN FILLS. DWG. NO. 9. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. PROPOSED SITE PLAN 10. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. 11. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. Scale: I i� - 2O�-Ott 12. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING. 13. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. Niemann Architecture,P.c. 26 Churchill Lane 2"X4"WOOD FRAME Smithtown,New York 11787 DUST CONTROL SPECIFICATIONS/NOTES SAND BAG OR _ ALTERNATE WEIGHT �- 1)DUST(PARTICULATE MATTER)CONTROL MEASURES WILL BE EMPLOYED (631) 922-4041 STAKE THROUGHOUT CONSTRUCTION ACTIVITIES. natalie@niemanndesignbuild.com 2'LENGTH OF 2"X4 �_ 2)THE FOLLOWING MEASURES WILL BE IMPLEMENTED TO CONTROL 2"x 4"WEIR / -� �J FABRIC PARTICULATES IN DRIVING AREAS: �� �' COPYRIGHT©2013 • SPRAYING WATER ON ANY DRY MATERIAL BEING LOADED ON TRUCKS THAT 2"STONE p D D p p G ��� _ MAY RELEASE DUST; FILTER CLOTH • LIMITING ON-SITE VEHICLE SPEEDS TO FIVE MILES PER HOUR. THIS LIMIT �ERED qRc 2 x 4'SPACER ��� z WILL BE IMPLEMENTED IN PART BY POSTING SIGNAGE OF THIS LIMIT AT ALL ��5 �PLIE WIRE MESH - III- _ ° ENTRANCES TO AND ALONG ROUTES WITHIN THE SITE; IIII IIII-I I I�I I I I v.' • TEMPORARY CONSTRUCTION ROADS SHALL BE DESIGNED IN A D p D p 6'SPACING =i 11-I1�1_I I I- p4 STREAMLINED FASHION UTILIZING STABILIZED HAUL ROUTES TO LIMIT DUST INLET OF 2"X4" III i I I - I D D D AND CONTROL SEDIMENT;AND D TO SPACERS Ilii@IIII_111 I \\ PIPE 2"X4"ANCHORS ap • COVERING ALL TRUCKS CARRYING LOOSE MATERIAL SUCH AS DEBRIS, ��q�� 031630 yOQ� EXCAVATED SOIL OR FILL,AND VERIFYING THAT SUCH COVERS ARE PROPERLY SEALED. OUTGOING TRUCKS WILL BE INSPECTED AT THE GATE OF NES DROP INLET BURIED FABRIC AND NOT PERMITTED TO EXIT IF COVERS ARE NOT SECURE. WITH GATE FRAME 3)THE FOLLOWING MEASURES WILL BE APPLIED TO SOIL STOCKPILES TO F THE ARCHITECT. STONE f CONTROL PARTICULATES IN NON-DRIVING AREAS: THESE DRAWINGS ARE THE PROPERTYOFTHESE THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE S • SPRAYING WATER. AN ADEQUATE SUPPLY OF WATER WITH APPROPRIATE RELATED TO THE OWNER'S USE OF THE PROJECT. _ DISTRIBUTION EQUIPMENT WILL BE AVAILABLE ON SITE AT ALL TIMES; OR • SPRAYING WITH A NON-HAZARDOUS, BIODEGRADABLE SUPPRESSING AGENT. i CLOTH i � � ? REVISIONS MESH DUST CONTROL MEASURES NO. DESCRIPTION DATE 2"X4"SPACER �� 2"x 4"WEIR GATHER EXCESS 1 ISSUED FOR PRICING 11/29/12 AT CORNERS 1a ISSUED TO DEC 01/09/13 CONSTRUCTION SPECIFICATIONS/NOTES --� 2 ISSUED TO BUILDING 06/20/13 CONSTRUICTION SPECIFICATIONS/NOTES DEPARTMENT 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. CONSTRUCTION SPECIFICATIONS/NOTES 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4" CONSTRUCTION GRADE LUMBER. 1. CLEAIN AND STRIP ROADBED AND PARKING AREAS OF ALL VEGETATION, ROOTS AND OTHERS 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH WIDTH WITH A 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. OBJECTIONABLE MATERIAL. LENGTH 4 FEET LONGER THAN THE THROAT. IT SHALL BE SHAPED AND SECURELY 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE 2. LOCATE PARKING AREAS ON NATURALLY FLAT AREAS AS AVAILABLE. KEEP GRADES SUFFICIENT NAILED TO A 2"x 4"WEIR OVERLAPPED TO THE NEXT STAKE. FOR DRAINAGE, BUT NOT MORE THAN 2 TO 3 PERCENT. 4. THE WEIR SHALL BE SECURELY NAILED TO 2"x 4" SPACERS 9 INCHES LONG SPACED 3. STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT.METAL WITH A MINIMUM LENGTH OF 3 FEET. 3. PROVIDE SURFACE DRAINAGE AND DIVERT EXCESS RUNOFF TO STABILIZED AREAS. NO MORE THAN 6 FEET APART. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER 4. MAINTAIN CUT AND FILL SLOPES TO 2:1 OR FLATTER AND STABILIZED WITH VEGETATION AS SOON 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2" x 4" THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. AS GRADING IS ACCOMPLISHED. ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY 5. SPREAD 6-INCH COURSE OF CRUSHED STONE EVENLY OVER THE FULL WIDTH OF THE ROAD AND PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. FASTENED TO THE STAKES AND FRAME. 6. A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. SMOOTH TO AVOID DEPRESSIONS. 7. MAXIMUM DRAINAGE AREA 1 ACRE 6. PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT OFFSITE SEDIMENTATION. CURB DROP INLET PROTECTION FILTER FABRIC DROP INLET PROTECTION CONSTRUCTION ROAD STABILIZATION SCALE:N.T.S. SCALE:N.T.S. WOVEN WIRE FENCE 50'OR GREATER EXISTING PAVED CONSTRUCTION SPECIFICATIONS/NOTES (14 1/2 GAUGE W/6" IF REQUIRED ROADWAY MESH SPACING 1. STONE SIZE- USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE AGGREGATE EQUIVALENT. 2. LENGTH -50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT 10'C.TO C. WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 36" LENGTH FENCE POSTS DRIVEN 16" 3. THICKNESS-SIX(6) INCHES. INTO GROUND 4. WIDTH -TWELVE(12)FOOT, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS EXISTING GROUND OCCURS. TWENTY-FOUR(24) FOOT IF SINGLE ENTRANCE OR PAVEMENT U TO SITE. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 0 0 0 0;0;080 0 0 0 0 0 0 0 0 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR 0 0 0 o c 0 0 0 0 _0_000000 0 0 0 0 0 0 0 0 0 0 0 0 0 °°000000 0 0 0 0 0 0 0 0 0 0 0 0 0000. DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL ° o BE PIPED ACROSS THE ENTRANCE. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, HEIGHT OF FILTER FILTER CLOTH 6" LAYER OF PROVIDE APPROPRIATE ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED 16" CLEAN COURSE TRANSITION BETWEEN ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED • AGGREGATE STABILIZED CONSTRUCTION IMMEDIATELY. v ENTRANCE AND PAVED AREAS Bldg Dept cope from ZBA PROFILE 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A Final reviewed documents AREA STABILIZED WITH STONE AND WHICH DRAINS INTO ZBA File# AN APPROVED SEDIMENT TRAPPING DEVICE. Date: co 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 50'OR GREATER IF REQUIRED PERSPECTIVE VIEW PROJECT TITLE: Proposed _ Addition/Renovation for 36" FENCE POST Marsilio PO 00 CONSTRUCTION SPECIFICATIONS/NOTES o WOVEN WIRE FENCE 00000001 n_000000000 Residence (14 1/2 GAUGE W/6" 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 0°0°0°0` oo°o°oo MESH SPACING)WITH OR STAPLES. POSTS SHALL BE STEEL EITHER"T"'OR"U"TYPE OR HARDWOOD. 000000 ��°�°� 1080 Deephole Drive FILTER CLOTH 2. FILTER CLOTH TO BE FASTENED SECURELY TO UNOVEN WIRE FENCE WITH TIES SPACED o°o°c EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, E 0000c ��� M PROJECT O. N1 11952 M o MESH OPENING. EXISTING D o c I m j 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOINT EACH OTHER THEY SHALL BE GROUND °0°0°c, \ PAVED M m O PROJECT NO. 1201 UNDISTURBED OVER-LAPPED BY SIX INCHES AND FOLDED. FILTFER CLOTH SHALL BE EITHER FILTER X, 0000000 ROADWAY r" GROUND MIRAFI 100X, STABILINKA T1 40N, OR APPROVED EEQUIVALENT. 0000000C v �' - FLOW DRAWN BY: 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVI'IROFENCE, OR APPROVED EQUIVALENT. °0°0°0°0 5. MAINTENANCE SHALL BE PERFORMED AS NEEDEED AND MATERIAL REMOVED WHEN °0°0°0°0`c, "BULGES" DEVELOP IN THE SILT FENCE. 0000000000000000000o0oouo-o o' . SCALE: AS NOTED 6. SILT FENCING WILL BE INSTALLED ON THE LOW;SIDE AND EXTEND APPROXIMATELY 70% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COMPACTED SOIL AROUND THE PERIMETERS OF SOIL STOCKPILES GENERATED FROM GRADING AND DRAWING TITLE: EXCAVATING OPERATIONS. 0 rn EMBED FILTER CLOTH PLAN VIEW PROPOSED 6" IN GROUND SITE DETAILS 4., SILT FENCE SECTION VIEW SCALE:N.T.S. STABILIZED CONSTRUCTION ENTRANCE DWG. NO. SCALE:N.T.S. Niemann Architecture,P.c. 64'-5"t EXISTING OVERALL 26 Churchill Lane Smithtown,New York 11787 (631) 922-4041 natalie@niemanndesignbuild.com --------------------- ----- -----------------------------------------------i COPYRIGHT©2013 I I I - I I I ED ARC iE �PLN! 'S'/>� MASTER I BEDROOM -------- --� I I DINING ROOM 1 d � I LIVING ROOM I (P d3163 I I � D 9 J I I I I J OF I BATH I LU 1 0 z CL. CL. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND I -H RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE ——— HALLWAY j N RELATED TO THE OWNER'S USE OF THE PROJECT. CL. STAIRS j r-----------J CL. I 1 I CL. 1 REVISIONS I I BEDROOM 1 KITCHEN { I ® I NO. DESCRIPTION DATE LAUNDRY o w @I@ BEDROOM I 1 ISSUED FOR PRICING 11/29/12 i BATH I o ; EXISTING NORTH ELEVATIONISSUED TO 1 1 I16"— 1'-0" 2 DEPARTMENT BUILDING 06/20/13 Scale. 3/ — I I awl I I I I I I I I I I I 14'-5"t EXISTING OVERALL J I I LU EXISTING FIRST FLOOR PLAN I 1 Scale: 3/16"= 1'-0" W I GARAGE I I I Ln N I I I I I I I I I I I I I I I I I I I I I I I L I1 I I I I II I------------------------ IF -I I I EXISTING EAST ELEVATION Scale: 3/16"= 1'-0" Bldg Dept copy from ZBA Final reviewed documents ZBA File# Date: PROJECT TITLE: Proposed Addition/Renovation for 10 Marsilio Residence 1080 Deephole Drive Mattituck, NY 11952 PROJECT NO. 1201 � DRAWN BY: NN \` SCALE: 3116" = 1'-0" DRAWING TITLE: EXISTING FIRST FLOOR PLAN AND ELEVATIONS EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION DWG. NO. Scale: 3/116" 1'-0" Scale: 3/16"= 1'-0" Niemann Architecture,P.C. 26 Churchill Lane Smithtown,New York 11787 64'43"±EXISTING OVERALL DASHED LINE INDICATES ® ® ® ® ® ® ® 0 ® ® 0 M a a o 4 23'-5" DECK&STAIRS ABOVE 55'-43" 12'-9" 9'-1° 4x4 ACQ WOOD POST SECURED TO 12"0 (631) 922-4041 4 9.0 POURED CONC.SONOTUBE T-0"MIN. natalie@niemanndesignbuild.com BELOW GRADE W/24"x24"x12"DEEP =)I� r-- -- CONC. FOOTING,TYPICAL @ 3 (2)2x12 ACQ BEAM ABOVE (2)2x12 ACQ BEAM ABOVE I EXIST. FIREPLACE&CHIMNEY TO REMAIN, — — II COPYRIGHT©2°13 EXIST.CONC PATIO TO EXIST.CONC.STOOP, I I EXIST.AWNING WINDOWS I --- I --- I PREPARE SURFACE ON INTERIOR& BE REMOVED, REFER r I STEPS AND FOUNDATION LL—.J L—_I �——_I I TO REMAIN, PROTECT AS TO PROPOSED PLOT L--- —_— TO BE REMOVED EXTERIOR TO RECEIVE NEW FINISH I ti I PLAN SHEET S1 I I Q 0? REQ'D,TYPICAL I 2x8 ACQ LEDGER BOARD a o I �p1ED q,qc 7'-11"+, 8'-03"±, I I 1'_8"±, [n j LAG BOLTED W/1/2"LAG I r — — — — — — — V,�S�pllE V.I.F. V.I.F. 1 11'-"-±,V.I.F. I BOLTS @ 24 O.C. 4 5'-10'"±,V.I.F. V.I.F. I II I - - -- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - -I L - - - - - - I ,� -------------------- - -r-----TIT---------- -------------------- LL: 1 I \\\ / i i — — — — — — — I I URNAC ' 031630 �aQ' - I I ��� / I I OF NEW I I lJ � I I EXISTING z EXISTING I co — OIL EXISTING CONC. BLOCK FOUNDATION: I 1 EXISTING I` I I 2x8 F.J.@ N < l 2x8 F.J.a I I TANK ALL EXISTING FOUNDATION WALLS EXISTING MASTER I6"O.C. vW I6"O'C' I THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. I I o I AND FOOTINGS TO REMAIN ti U THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND REMOVE EXIST. LOAD �? LIVING ROOM BEDROOM I I RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO o Z I I W RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE U.: BEARING WALL, v - EXISTING PROVIDE TEMPORARY W N I I D < I W N RELATED TO THE OWNER'S USE OF THE PROJECT. +' DINING ROOM BRACING AS REQ'D I I w m I HWH F- V REMOVE EXIST. LOAD i i — — — — I NEW DOOR REVISIONS BEARING WALL, ® I EXISTING PROVIDE TEMPORARY I I I O I I I NO. DESCRIPTION DATE I I I - - rr- I BRWCING AS REQ'D L — J —r- F BASEMENT ===== I I 11 I EXISTING BATH `''�� I I I I I I O 5,_ 2 1 ISSUED FOR PRICING 11/29/12 91-11 V.I. 10-84±,V.I.F. - 4±,V.I.F. I I I I I I _ _ z i 1 I EXISTING CL. EXISTING CL. I I I I I EXISTING(3)2x8 _ EXISTING(3)2x8 _ I CRAWL SPACE I I I BEAM TO REMAIN BEAM TO REM +— 2 ISSUED TO BUILDING 06/20/13 W � i t--�__ __ ____-,� �__ C== I I I i I I L _ J L _ J r DEPARTMENT co - ------ I r ---- I REMOVE EXIST. KITCHEN CABINET$, EXIST.LOAD BEARING +I \\ I r-- -- I I EXISTING I I I I 3'-32" 2,_0„ zoC14 ��N �� I -H ILL J APPLIANCE,SINK,FLOORING, ETC. HALLWAY WALL TO REMAIN CL. i 11- 1� --- 216'OJC. I I I I N I T I t--STAT RS- I F I I I I � w N 11 L----- -� �l CL. ---_ I EXISTING I I 11 -- ----- I I CL. I I FILL EXIST.CONCRETE BLOCK I I � HALL L __T-- I �� EXISTING I�—� EXISTING I I FOUND.WALL W/CONCRETE, I I I I PROVIDE(2)2x8 x Icy _ PROVIDE#5 DOWELS 18" HEADERS&TRIMMERS EXIST. ELECTRIC METER I I I I I —� Jl I5� �ZI ® BEDROOM �I� I I @ I I I --+--� KITCHEN I o O.C.VERT. DRILLED IN EXIST. (CONNECT TO MAIN TO BE REMOVED AND _�� 1 1 -- 1 1 I I _; q I I I I RELOCATED,COORD.W/ �� I I111 o r I I FOUND.AND SET IN EPDXY STRUCTURE)AROUND LAUNDRY o o I _ _ = EXISTIING I I� LL I I I GROUT(4"IN/4"OUT), TYP. I I I I _ STAIR OPENING ELEC.CONTRACTOR LL � L� I� F-' > i w N BEDROOM EXISTING I I AT ALL LOCATIONS WHERE > /i �� +i — — — DASHED LINE INDICATES +; I—f �� ! = BATH I I NEW FOUND.WALLS TIE INTO I I I I - ___ I I PROVIDE NEW CONTINUATION OF N -� --------J I I EXIST.FOUND.WALLS I I — — I I ��� `� I I I I BEAM POCKET — — STAIRS ABOVE - - -1 — � I I / I� O I I i L - - - - - - - - - - - -I — T---�— --------- —T----T2x8 BEAM — — — — — — — — — — — — — — - ---- -,---- -- -- ----�---- - � — — — — — — — — — — D — — -- — — — — ---- — ---- — NEW 2x12 LEDGER � � c�.i 7, "± V.I.F. I 41_ „+ V.I.FI. 13'-F2"±,V.I.F. 6, „+ V.I.F. 18'-24„+ V.I.F. 5'-22"± V.I.F. I ... I 7-6 — — extent of new wall opening adequately brace as req'd I _____ — — — — — — — — — — — I I 3 NEW UNFINISHED 18a I TYPICAL FOUNDATION: -- _ 8"POUR D CONCRETE FOUNDATION I I EXIST.CONC.STOOP, I N o r--- ----1 STEPS AND FOUNDATION 46”POURED CONCRETE SLAB W/ I — I :; I WALL W/ x4 KEYWAY AND CONTINUOUS I_--- I ---_I TO BE REMOVED I I I I I 16"w x 8"d POURED CONCRETE FOOTING. o 6X6 10/10 WWM REINFORCING L---�---J I I ;r, I OVER 6 MIL.VAPOR BARRIER EXIST.DOOR TO BE civ I I I I OVER COMPACTED FILL REMOVED,OPENING TO BE MADE WIDER FOR EXIST.SIDING ON ENTIREDEMOLITION NOTES: I I L------- --------� NEW A 3'-0"DOOR. HOUSE TO BE REMOVED,TYP. I I •''• ....; . .: ...:. . :.:...: ...::. :.:.:... ..,:_ • : .:: ...�': 1. CONTRACTOR TO VERIFY ALL NEW CONSTRUCTION LOCATIONS PRIOR TO DEMOLITION WORK. I ( r-------------- IUNEXCAVATED 2. CONTRAC70R IS RESPONSIBLE TO ADEQUATELY BRACE AND I I I I TYPICAL SLAB: I PROTECT,ALL EXISTING CONSTRUCTION THAT IS TO REMAIN. I 4"POURED CONCRETE SLAB W/6X6 10110 I �\� GARAGE . CONTRACTOR TO REMOVE ALL EXISTING PLUMBING FIXTURES 8” I o 3 IN KITCHEIN AND LAUNDRY ROOM,CAP AS REQUIRED. I I WWM REINFORCING OVER 6 MIL.VAPOR EXIST.SEPTIC LINE, BARRIER OVER COMPACTED FILL 4. CONTRACTOR TO DISCONNECT AND REMOVE ALL ELECTRICAL I I ' : .. I AND PROTECT AND/OR ———————————— LINES AS AFFECTED BY AREAS OF NEW WORK,V.I.F.CUT LINES MODIFY AS REQ'D UNEXCAVATED I ' - • ' _ BACK TO MAIN SERVICE. .. _ •, .;..,. .... .;... .. .. �co. =; NOTE: 5. EXIST.HEATING RADIATORS TO BE REMOVED AS AFFECTED BY I i _ —A\ DASHED LINES INDICATE AREAS OF NEW WORK,V.I.F.CAP PIPING AS REQUIRED. I I �—————————————-- DASHED LINE INDICATES Bldg Dept copy from ZBA PARTIAL OR FULL WALL 6. EXIST.SIDING ON ENTIRE HOUSE TO BE REMOVED, REMOVAL,CONTRACTOR TO CONTRACTOR TO FIELD VERIFY CONDITION OF SHEATHING I I I———_ — EDGE OF STEPS ABOVE Final rev!ewed documents I ZBA File# V.I.F.TO DETERMINE EXTENT OF PRIOR TO INSTALLING NEW BUILDING PAPER AND SIDING. I I 14'-0” Date: DEMOLITION,TYPICAL AT ALL PATCH AND REPAIR EXISTING CONDITIONS AS REQUIRED. I / EXTERIOR AND INTERIOR WALLS I I TYPICAL FOUNDATION: 8"POURED CONCRETE FOUNDATION WALL WI/2x4 KEYWAY AND CONTINUOUS I i 8"x 16"(POURED CONCRETE FOOTING. PROJECT TITLE: Proposed 1 PROPOSED DEMOLITION PLAN 2 PROPOSED PARTIAL FOUNDATION / Addition/Renovation for Ao - - - - - - - - - - - Scale: 1/4" = 1'-0" _ _ _ _ _ _ _ _ _ _ _ J_ _ I `�'0 BASEMENT PLAN Marsilio Residence Scale: 1/4" = 1'-0" .dence GENERAL FOUNDATION NOTES: 1080 Deephole Drive 1. G.C.TO COORDINATE INSTALLATION OF ALL Mattituck, NY 11952 PLUMBING LINES THAT ARE BELOW THE SLAB& COORDINATE REQUIRED INSPECTIONS PRIOR TO PROJECT NO. 1201 POURING THE CONCRETE SLAB. 2. G.C.&SUBCONTRACTORS TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. DRAWN BY: NN 3. CONTRACTOR TO CHOP OUT EXISTING SLAB TO RECEIVE NEW FOOTING WITHIN BASEMENT SPACE, SCALE: 114" = 1'-0" ALTERNATES FOR PRICING PATCH&REPAIR AS REQ'D. CONTRACTOR TO PROVIDE ALTERNATE COSTS FOR THE FOLLOW4. CONTRACTOR TO PROVIDE ALL REQUIRED SLEEVES ING: THROUGH NEW FOUNDATION AS REQ'D FOR UTILITIES. DRAWING TITLE: NO. DESCRIPTION I EXISTING CHIMNEY TO BE MORTARED W/TRUE THIN STONE ON ALL DEMOLITION PLAN, EXTERIOR AND INTERIOR EXPOSED SIDES AS SELECTED BY OWNER IN LIEU PROPOSED PARTIAL OF CULTURE STONE. 2 EXISTING EXTERIOR WALL SHEATHING TO BE REMOVED.INSTALLATION OF FOUNDATION PLAN NEW SPRAY FOAM OPEN CELL INSULATION (R-12.6)AND NEW 1/2"CDX PLYWOOD SHEATHING. 3 EXISTING ATTIC INSULATION TO BE REMOVED AND REPLACED WITH NEW DWG' NO. SPRAY FOAM OPEN CELL INSULATION(R-26). 4 COMPOSITE DECKING ON WOOD STRUCTURAL FRAMING WITH WOOD POSTS ON CONCRETE SONOTUBES IN LIEU OF SLATE/CONCRETE PORCH. 4x4 ACID WOOD POST SECURED TO GALV. 23'_4" Niemann Architecture,p.c. METAL POST BASE 26 Churchill Lane 23'-6" NEW ASPHALT ARCH. Of e Smithtown,New York 11787 10" 12'-9" 9'-1" 10" COMPOSITE STAIR ROOF SHINGLES TO TREADS MATCH EXISTING,TYP. ® ® ® ® ® M ® 0 ® a ® ® a (631) 922-4041 PAINTED WOOD OR EXIST.CHIMNEY TO BE MORTARED W/ natalie@niemanndesignbuild.com PREFAB.POST&RAIL AT CULTURED STONE ON ALL EXPOSED SIDES EACH SIDE OF PORCH INCLUDING INTERIOR FACE AS SELECTED N _ _ - - - - - - - - - - - BY OWNER,CONTRACTOR TO FOLLOW 0 CO 2x10 BEAM ABOVE {3)2x10 BEAM ABOVE MANUF.SPECS. COPYRIGHT©2013 (3) - - - I 55'-4 'V.I.F. `� I � I 1 � ��aED ARC,y I COMPOSITE DECK/ "a ti 1o'-1a4" IE N a= d d NEW 4x4 I N -I 7'-114. COVERED PORCH oO 10'-104" N � wooDPOST 6'-94" L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 1 II 1 - I I I F OF 031630 I 14'-72" r,(V I I NE`N N I II 1„ 2 26'-01-4" I 14'-6-L" 01 I I I EXIST.CHIMNEY TO BE MORTARED W/ NEW PROPANE GAS INSERT IN MASTER I CULTURED STONE ON ALL EXPOSED THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. _ EXIST. FIREPLACE,GC TO L - - - - - - - - - - - I I ti� ��� SIDES,PROVIDE NEW CAP AS THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND III BEDROOM COORD.W/SUBCONTRACTOR � U I I RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO L �Qy SELECTED BY OWNER RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE k r N � � � I I I q RELATED TO THE OWNER'S USE OF THE PROJECT. r,v b� -�] I I o NEW INTERIOR ARCH.COLUMN [:I DINING ROOM I I (TOTAL 4) CONTRACTOR TO wEXISTING ASPHALT 191 SF r N I I DESIGN,COORD.Wl OWNER LIVING ROOM I I I ARCHITECTURAL ROOF 350 SF I EXISTING � I I i I I SHINGLES TO REMAIN REVISIONS EXISTING ASPHALT 2x6 C.J.@ III NEW TRIMMED LIOW WALL I NO. DESCRIPTION DATE 16"O.C. I I (TOTAL 4),CONTRACTOR TO I I I ARCHITECTURAL ROOF HATCH INDICATES I 0 1 NEW 4x4 BATH I SHINGLES TO REMAIN OVERFRAME 8'-22' 4'-4" DESIGN,COORDi.WI OWNER I I I CONDITION,TYP. 1 ISSUED FOR PRICING 11/29/12 WOOD POST T.O. EXIST.F.F. 1 1 2'-3," I I ROOF RIDGE 2'-34.' 10'-84.. 3,-2„ 4 I I I 5:12 -1" rrN ELEV.+11.0' CL. CL. I I I �— 2 ISSUED TO BUILDING 06/20/13 LL I , j I � N NEW(2)13/4"x 11 1/4" EXISTING BEARING WALL HIGH COUNTER _ LVL BEAM I I � r - ,�- I DEPARTMENT 7-8- II I I NEW 4x4 2 NEW 4x4 NEW(2)1 314"x 11 114" NEW 4x4 I I I EXISTING ASPHALT rN I E WOOD r WOOD POST HALLWAY WOOD POST POST L F = EXISTING M N LVL BEAM I I I ARCHITECTURAL ROOF N 30"RANGE 6�_8- 8-0 CLG 3-3- _ _ _ I I I SHINGLES TO REMAIN TOP 111 I 4 2 r - - HATCH INDICATES I J 14-72 CL. I CONDITION,TYP. I I OVERFRAME o REFI CL. i � M cLG�� BEDROOM r NEW(2)2x10 ti vo BEDROOM 1/> BEAM C3 3'-3" c) I KITCHEN BATH I ��y Fly ALUM.CORRUGATED -4 HOLD D.V . 175 SF 3 L � DOWN I I I ��JP�' Lql`�� LEADER,TYP. OVEN 9'-114" EQUAL EQUAL EQUAL EQUAL `o 39 FULL DED L - - � HEIGHT NEW(2)13/4"x111/4" I I-- - - - -- ---- -- -- - - - -- - - - ---- - --- - -- - PANTRY LVL DROP BEAM I L-- - - - - -- - -77 - - A � II T-8" LG A x I- I 6-11"EXIST.OPENING V.I.F. 0 NEW 2x6 C.J. q O W ZN �, - - - - - - - - - - � r - - - - - - - - - I �- - - - � 0 � 16 O.C. I o - - - - - - - - - - - - - - - - - - - - - - - - - - I I 7'-8'-'CLG I i I e UNDRY 6,x,1 I 1, --- -- - - -- -- - © I I DC° 2 3-34 V.I.F. I --- - - -- - 1 1 I 1 lo 0 U) I .1 I Z) z 2-1 F. FOYER t x I o I Lu I � U o U.1 s� r O z Lu 7 E 200AMP 9'-0"CLG 111 I I I I I � o EL CTRIC - 2 � I � U I PANEL �tOATIS I r II GENERAL UTILITY NOTES: Lu I I 7.8 tO ��II I 1. NEW HEATING SYSTEM IN ADDITION TO TIE IN TO I I I I z CLG I T-81CAIG I EXISTING HEATING SYSTEM TO REMAIN. _ _ _ I I BOVE 2. NEW AIC SYSTEM AS SELECTED BY HOMEOWNER. L _ __ __ _ _ CONTRACTOR TO COORDINATE WITH I I I I I HOMEOWNER TYPE AND LOCATION OF NEW EXISTING ASPHA1LT IL 0 1.0EQUAL EQUALM I SYSTEM. ARCHITECTURAIJ OF - 3. NEW 200AMP ELECTRICAL PANEL.CONTRACTOR - SHINGLES TOR MATIN NEW ASPHALT ARCH. I GARAG I I i NEW 2x6 C.J. I - TO COORDINATE WITH HOMEOWNER LOCATION. ROOF SHINGLES TO 16"O.C. I to EXIST.ELECTRIC METER AND COMPONENTS TO LU I I MATCH EXISTING,TYP. L I COVERED CONCRETE/ BE RELOCATED ACCORDINGLY. 4x4 ACQ WOOD POST PAINTED WOOD OR 5:12 � 5.12 Q SLATE PORCH o PREFAB. POST&RAIL AT 4. CONTRACTOR TO COORDINATE WITH OWNER D LL L 0 fro SECUR�D TO GALV. I - - - - - - - - - - REGARDING THE QUANTITY AND LOCATION OF 0 METAL(POST BASE L - - - - EACH SIDE OF PORCH o I 1 Bldg Dept co 1'_g" 1'-8" 10" OUTLETS,SWITCHES,JUNCTION BOXES, o Final reviewed docurrieg s 10 co LIGHTING, I ZBA File# Date: N 4.1. REFER TO KITCHEN FLOOR FOR OUTLET LOCATIONS. I 9'-0" 4x4 ACQ WOOD POS4.2. ALL OUTLETS KITCHEN TO BE GFCI. T 4.3. ALL OUTLETS ABOVE THE COUNTER ALUM. MATCH SECURED TO GALV. OUTLETS MTD.45 A.F.F. I I &TIE IN TO EXISTING RNEW I 14'-0" METAL.POST BASE 4.4. OWNER TO DETERMINE LOCATION OF I I LEADERS&GUTTERS,TYP.AT I I MICROWAVE,CONTRACTOR TO INSTALL I ALL NEW ROOF LOCATIONS. PAINTED WOOD OR"AZEK" DEDICATED OUTLET. I I CONTRACTOR TO DETERMINE COLUMN ENCLOSURE, 4.5. ALL EXTERIOR OUTLETS TO BE GFCI N I I WHERE NEW LEADERS ARE PROJECT TITLE: AL 7 LOCATIONS TO MOUNTED 24"A.F.F.,PROVIDE COVER. I I REQUIRED. Proposed T 4.6. PROVIDE 5"0 EXTERIOR RECESSED DOWNLIGHTS EQUALLY SPACED IN FRONT i ' PROPOSED PARTIAL ROOF PLAN Addition/Renovation for PORCH AND REAR PORCH CEILINGS. 2 1 PROPOSED FIRST FLOOR PLAN 4.7. PROVIDE(2)JUNCTION BOXES ON EITHER -- --- - --- --- - -- I Marsilio SIDE OF FRONT PORCH DOOR AND REAR --- - - --- --- - - - Al Scale: 1/4" = 1'-0" Al Scale: A - 1�-Oii PORCH DOOR FOR EXTERIOR WALL �\ ROOF CONSTRUCTION 7 I SCONCES. �� Residence I O I • MATCHEXISTINGSHINGLES LES TO1080 - - - - - - - J Mattie ck hNY Driveole 1952 - 30 LB.WATERPROOF BUILDING Ma , L- - - - - - - - - - - - - - - - PAPER • 3/4"CDX PLYWOOD SHEATHING NOTE: • 2x6 ROOF RAFTERS @ 16"O.C. PROJECT NO. 1201 NEW ROOF CONSTRUCTION TO MATCH EXISTING, INCLUDING • FLASHING&COUNTERFLASHING AT FINISH AND PITCH.CONTRACTOR TO PROVIDE VALLEY ALL ROOF INTERSECTIONS DRAWN BY: NN FLASHING, ICE&WATER SHIELD,CONTINUOUS RIDGE VENTS, ALUM.LEADERS&GUTTERS, ETC.AS NECESSARY AND ACCORDING TO MANUF.SPECIFICATIONS. VERIFY ALL FIELD SCALE: 1/411 = 1'-0" CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ALTERNATES FOR PRICING DRAWING TITLE: CONTRACTOR TO PROVIDE ALTERNATE COSTS FOR THE FOLLOWING: PROPOSED FIRST NO. DESCRIPTION I EXISTING CHIMNEY TO BE MORTARED W/TRUE THIN STONE ON ALL FLOOR PLAN EXTERIOR AND INTERIOR EXPOSED SIDES AS SELECTED BY OWNER IN LIEU OF CULTURE STONE. PARTIAL ROOF PLAN 2 EXISTING EXTERIOR WALL SHEATHING TO BE REMOVED.INSTALLATION OF NEW SPRAY FOAM OPEN CELL INSULATION (R-12.6)AND NEW 1/2"CDX PLYWOOD SHEATHING. DWG' NO. 3 EXISTING ATTIC INSULATION TO BE REMOVED AND REPLACED WITH NEW SPRAY FOAM OPEN CELL INSULATION(R-26). 4 COMPOSITE DECKING ON WOOD STRUCTURAL FRAMING WITH WOOD POSTS ON CONCRETE SONOTUBES IN LIEU OF SLATE/CONCRETE PORCH. ii 1 Jill PAINTED WOOD NEW ASPHALT ARCH. NEW TRIM BOARD FROM HEAD OF OR"AZEK"TRIM& ROOF SHINGLES TO WINDOWS TO UNDERSIDE OF SOFFIT, PANELING F F::�MATCH EXISTING,TYP. V.I.F., LOCATION THROUGHTOUT Niemann Architecture,P.C. INCLUDING GARAGE TOP OF EXISTING RIDGE 26 Churchill Lane EXIST.SLOPE, — — — — — — Smithtown, New York 11787 V.I.F. 12 5 F_ EXIST.SLOPE, IM ® El ® ® ® ® M ® © 0 M TOP OF NEW RIDGE 12—15 V.I.F. b (631) 922-4041 N 12 12 natalie@niemanndesignbuild.com 5 f�5 NEW ALUM.GUTTER TO EXIST.WINDOW TO MATCH EXISTING,TYP.AT REMAIN,PROTECT ALL NEW ROOF LOCATIONS AS REQUIRED,TYP. BTM.OF EXIST.CEILING JOISTS COPYRIGHT©2013 L T V l♦ D II_ ,' , t - I - ' f .,�.� I 1. J ALi N d , 2 C t. ao IJ��_ SII 1 J I� —E J f. II - I iJ H Ll I I 1. ( A if A I- i—�I—::--iL ..k 1 I, :' i•� , 1;. Ila.. ;LL �.�—i 3-E N�i.;:_ 7-._' _ --1_ _ - I 1 I I � I I ' � �FOF16 � I I ; ;: I, :; is € I. 1. (. :.: ::,L. ,.�. ._ -, , I >. -• ;. : „- , _ . L_ TOP OF EXISTING IST FL.SUBFLOOR — ..,-. .,,. .i : j I OI i ! - - --L-- ---- °--__7-_ - - 1 T > _ _LL : THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. - - — r - THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND —�- , " _ - ' GRADE VARIES RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO JillRETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE EXIST.AND NEW EXPOSED FOUNDATION PAINTEq WOOD OR I SLATE PORCH ON CONC. I RELATED TO THE OWNER'S USE OF THE PROJECT. I TO BE PAINTED,TYP.CONTRACTOR TO "l COLUMN I I FOUNDATION W/CULTURED I NEW SIDING ON 30#BUILDING I I NOTE:CONTRACTOR TO FOLLOW PAPER AS SELECTED BY COORDINATE W/OWNER ENCLOSURE,TYP. 1 PROPOSED EAST ELEVATION STONE OR THIN STONE AS MANUF,SPECIFICATIONS I OWNER AND AS PER MANUF. +, L---_ ----- I SELECTED BY OWNER RELATING TO APPLICATION OF I SPECIFICATIONS,TYPICAL AT I ^" - --- A2 �� - �� I I ENTIRE HOUSE AND GARAGE I LO REVISIONS _------__ -J Scale: ,l/4 1 -0 I CULTURED STONE OR THIN STONE I I NO. DESCRIPTION DATE I I I I DASHED LINE INDICATES �---------- -----------------LI--------------- ---------------------IT----------------L NEW FOUNDATION WALL BOTTOM OF EXIST.FOOTING 1 ISSUED FOR PRICING 11/29/12 AND FOOTING 2 ISSUED TO BUILDING 06/20/13 DEPARTMENT EXIST.CHIMNEY TO BE MORTARED W/ NEW CHIMNEY CAP CULTURED STONE ON ALL EXPOSED SIDES INCLUDING INTERIOR FACE AS SELECTED BY OWNER,CONTRACTOR TO FOLLOW MANUF.SPECS. TOP OF EXISTING RIDGE EXIST.SLOPE, NEW ASPHALT ARCH. EXIST.SLOPE, — — — =_ — — — __ 12 V.I.F. ROOF SHINGLES TO V.I.F. 5F 12 NEW ASPHALT ARCH. 5 MATCH EXISTING,TYP. 12 -- ._ ROOF SHINGLES TO NEW ASPHALT ARCH. 12 EXIST.WINDOWS TO REMAIN, 5 —_� MATCH EXISTING,TYP. bN ROOF SHINGLES TO 5 PROTECT AS REQUIRED,TYP. =r-T_ - MATCH EXISTING,TYP. --- 12 12 5F__ l.. :I-:... 5 -1 BTM.OF EXIST.CEILING JOISTS w` ; , i f T l '.I II '>�� I ; i I I -- - i I I i PAINTED WOOD ; i EXIST CHIMNEY TO BE MORTARED L. : R PREFAB. 11 E E f it O i I I' i I — 0 JA I ' I �I' C li i I ; I Lt' ,. l_l-1 � i �� W/CULTURED STONE ON ALL I �I i �> I — POST&RAIL AT L 11 : �- EXPOSED SIDES AS SELECTED BY l- , I, EACH SIDE OF _., OWNERFRONT — , ; , I is `r"• I : I i 'I 1 I � I L_ iI I I 1 .i , : TOP OF EXISTING 1ST FL.SUBFLOOR ; I r. r r..... I' +i ' ' , , € I 1 ' 3 -, _. _-- _ --____,_.__z_ GRADE(VARIES) I \,f % F% z PAINTED WOOD OR I I EXIST.AND NEW EXPOSED FOUNDATION I I I I I I I PREFAB. POST& I I I TO BE PAINTED,TYP.CONTRACTOR TO I I I I RAIL AT EACH SIDE I COORDINATE W/OWNER I I WOOD FRAMED DECK W/ I I OF FRONT PORCH___ I 2 PROPOSED NORTH ELEVATION I I COMPOSITE DECKING AS ;N I _ I 2 PROPOSED SOUTH ELEVATION ------ I I A2 SELECTED BY OWNERFj --------------------� I Scale: l/4" = 1'LO" 1 i 1 1 _ `" _ J ; AZ Scale: //4" = 1'-0" f, , I I I I I DASHED LINE INDICATES I L______-_ _--_-- �-- -- ---------- I- --- -I--------------� --I WOOD FRAMED DECK W/ I ________ F_--------_r BOTTOM OF EXIST.FOOTING NEWFOUNDATION WALL L----------L-------------------i----- ------- --- --------------------------------I----J — — COMPOSITE DECKING AS ---------------------------------------------------� AND FOOTING SELECTED BY OWNER Bldg Dept copy from ZBA Finai reviewed documents ZBA File# EXIST.CHIMNEY TO BE MORTARED W/ NEW ASPHALT ARCH. CULTURED STONE ON ALL EXPOSED ROOF SHINGLES TO SIDES AS SELECTED BY OWNER MATCH EXISTING,TYP. _ ............... _ _ _ _ TOP OF EXISTING RIDGE PROJECT TITLE: EXIST.SLOPE, —7__ - V.I.F. 12 - -r L TOP OF NEW RIDGE Proposed 5� I Addition/Renovation for EXIST.SLOPE, NEW ALUM.GUTTER TO PROVIDE DECORATIVE 12 V.I.F. MATCH EXISTING,TYP.AT b`4 Marsilio EXIST.WINDOWS TO REMAIN, -_'_ :___: T_' BRACKETS @ SMALL 5 �5 ALL NEW ROOF LOCATIONS ;r, PROTECT AS REQUIRED,TYP. r HIP ROOF EXTENSION 12 12 Residence 5 I— 5 BTM.OF EXIST.CEILING JOISTS ALTERNATES FOR PRICING 1080 Deephole Drive CONTRACTOR TO PROVIDE ALTERNATE COSTS FOR THE FOLLOWING: Mattituck, NY 11952 NO. DESCRIPTION PROJECT NO 1201 -804 EXISTING CHIMNEY TO BE MORTARED W/TRUE THIN STONE ON ALL ! I Y a 1 :: j L - L -1. _ �bN EXTERIOR AND INTERIOR EXPOSED SIDES AS SELECTED BY OWNER IN LIEU I.;ry, OF CULTURE STONE. DRAWN BY: NN : I I I � L �- I 1U 2 EXISTING EXTERIOR WALL SHEATHING TO BE REMOVED.INSTALLATION OF SCALE: 114" = 1'_Q" µ _ O CELL INSULATION (R-12.6) NEW 1/2 CDX I NEW SPRAY FOAM OPENAND " Y I I I - 6 PLYWOOD SHEATHING. 7— h L /L DRAWING TITLE: I_ SUBFLOOR 3EXISTING TTIC INSULATION TO BE REMOVED AND REPLACED WITH NEW _- __L, r L _.__�_ + � f , TOP OF EXISTING 1ST SPRAY FOAM OPEN CELL INSULATION(R 26). ._ ._ I z_ ' ' PROPOSED :H 4 COMPOSITE DECKING ON WOOD STRUCTURAL FRAMING WITH WOOD POSTS II I ; J.r- I f=.:-. �N ON CONCRETE SONOTUBES IN LIEU OF SLATE/CONCRETE PORCH. EXTERIOR GRADE(VARIES) CV) ELEVATIONS NEW SIDING ON 30#BUILDING I DASHED LINE INDICAES I I I I I I I I PAINTED WOOD OR PAPER AS SELECTED BY I I EXIST. FOUNDATION I I WOOD FRAMED DECK W/ I I SONOTUBE T-0"MIN. BELOW I I I "AZEK"COLUMN j OWNER AND AS PER MANF. I 1 PROPOSED WEST ELEVATION I WALL AND FOOTING i I I I COMPOSITE DECKING AS I I'_ GRADE Wl 24"x24"x12"DEEP I I ENCLOSURE,TYP. +, DWG. NO. SPECIFICATIONS,TYPICALI — �l SELECTED BY OWNER — CONC. FOOTING,TYPICAL @ 3 - -1�------------------� �,`�' ENTIRE HOUSE AND GARAGE A2 Scale: 1/4" = 1'-0" LLO I I I — J L_ — J L_ — ------------------J - I I I I �---------------- rL----------------------------------------Fj----- ---j --TTr ------- I—i ---------- --- ----------------- ------------------------------------------L-------------IL-----L-------------- -----� BOTTOM OF EXIST.FOOTING PORCH CEILING CONSTRUCTION -2x6 CEILING JOISTS @ 16"O.C. Niemann Architecture,P.C. -T&G BEAD BOARD(ARCHED TO FOLLOW EXISTING ROOF RAFTERS PROFILE OF ELLIPTICAL WINDOW) 26 Churchill Lane AND COLLAR TIES Smithtown,New York 11787 PORCH CEILING CONSTRUCTION 2x8 @ 16'O.C. 12 — _ — — — — TOP OF EXISTING RIDGE -2x6 CEILING JOISTS @ 16"O.C. OVERFRAME 5 F_ NEW(2)13/4"x 11 1/4"LVL DROP BEAM, ® -T&G BEAD BOARD 12 CUT EXIST.CLG.JOISTS&RAFTERS AS (631) 922-4041 15 REGI D,CONTRACTOR TO WRAP BEAM W/ 1'-0" NEW ROOF CONSTRUCTION 12 �- - b� natalie@niemanndesignbuild.com (3)2x10 BEAM&TRIM, PROVIDE 5 I— EXISTING �_ FRAMINGIFINISH MATERIAL,V.I.F. r -ASPHALT ARCH.ROOF SHINGLES TO MATCH EXIST. TOP OF NEW RIDGE — — — BLOCKING AROUND BEAM -' -30 LB.WATERPROOF BUILDING PAPER ATTIC -1/2"CDX PLYWOOD SHEATHING 12 i2 EXISTING 2x6 CEILING BTM.OF NEW ADDITION CEILING JOISTS -2x6 RAFTERS @ 16"O.C. 5 __15 COPYRIGHT©2013 JOISTS @ 16"O.C. — — -FLASHING @ VALLEYS,TYPICAL ' M x , -FASCIAS, LEADERS&GUTTERS TO MATCH EXIST. BTM.OF NEW JOISTS r 1� NEW(2)1 3/4"x 11 1/4" — — — — PAINTED WOOD OR NEW CEILING CONSTRUCTION ED LVL BEAM WRAPPED NEW RAILING "ENCLOSURE, COLUMN +I -2x6 CEILING JOISTS @ 16"O.C. 1'-22" 1'-22" c,'CEa Alq .-N -BATT INSULATION(R-19) LIE N/ � ENCLOSURE,TYP. b � 2 IN WOOD TRIM NEW I I � -1/2"GYPSUM BOARD CEILING COAT _ LAUND. HALLNEW 4x4 ACQ WOOD POST bt. NEW LU EXISTING BEYOND FOYER Miv _I I I SECURED TO GALV. rile - PAINTED WOOD I I LIVING ROOM 6' �06�• OR PREFAB. ( 1 +I PORCH H PORCH I NEW WALL CONSTRUCTION I POST&RAIL AT q I I METAL POST BASE,TYP. -VINYL"SHAKE"SIDING AS SELECTED BY OWNER 00 NEW ARCH.COLUMN AND EACH SIDE OF I I -30 LB.WATERPROOF BUILDING PAPER N TRIMMED LOW WALL, _ O I I @ 031630 4` FRONT PORCH o o J T CONTRACTOR TO DESIGN, Z I I -1/2"CDX PLYWD SHEATHING 9� COORD.WI OWNER M `' -2x4 STUDS 16"O.C. OF NES I I I TOP OF EXIST.&NEW 1ST FL.SUBFLOOR -BATT INSULATION(R-15)-112"GYPSUM BOARD TOP OF NEW IST FL.SUBFLOOR ILU - — — — J ICV THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. J -ICV +I THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND � NEW FLOOR CONSTRUCTION ��:: ".1` I i I /�/ I EXIST.CONC. BLOCK U-: SIN RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO tp — W W I - Cl) -3/4 T&G PLYWOOD SUBFLOOR 'A� RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE N - EXISTING(3)2x8 BEAM I I NEW(3)2x8 BEAR ,,PROVIDE J FOUNDATION BEYOND I > _ O L_` M RELATED TO THE OWNER'S USE OF THE PROJECT. r I I C.I GRADE(VARIES) -2x8 FLOOR JOISTS @ 12"O.C. ar �- GRADE TO REMAIN I I BEINM POCK�r5OR CONC. J I I ;:= — (VARIES) " � BASEMENT EXISTING I I PINI,v.l�;/ I NEW I t _ : I I // � ';.. FOUNDATION CONSTRUCTION y I BASEMENT I I I I U J I I BASEMENT I ti ATE TREADS AND ;: = W -2x6 ACQ SILL PLATE EXIST.CONC.BLOCK I I I ;'- I STONE RISERS ON -H = REVISIONS I I 7 1 NEW STAIRS AND I ;' +, -COPPER TERMITE SHIELD PROVIDE SEALANT FOUNDATION AND I ?'` I :<. 'ICV cv I I I J MORTAR SETTING BED ON d — I I I I I ENCLOSURE BEYOND ,X:.: ;� -5/S"0 ANCHOR BOLTS ¢ ,� NO. DESCRIPTION DATE `-I FOOTING TO REMAIN I I I r-J I I CUT CMU ON 24 GRAVEL -8"CONCRETE FOUNDATION WALL L J I ILO _j '': I BASE,CONTRACTOR TO -2x4 KEYWAY 1 ISSUED FOR PRICING 11/29/12 I ``` I CONT 8 16 CONCFOOTING. -. ,.. :.•....:-• .::..,..,..�:. ......k:.. - x . %c PORCH CONSTRUCTION - BOTTOM OF EXIST.FOOTING -COMPOSITE DECKING NEW ADDITION 2 ISSUED TO BUILDING 06/20/13 -2x8 ACQ DECK JOISTS @ 16"O.C.(SLOPE 1/4"PER FT), SLATE ON MORTAR 8"POURED CONC.FOUNDATION DEPARTMENT PROVIDE JOIST HANGERS SECURED TO 2x8 ACQ LEDGER SETTING BED ON 4"CONC. WALL W/2x4 KEYWAY AND CONT. 2 PROPOSED BUILDING SECTION W/1/2"LAG BOLTS @ 24"O.C. 1 PROPOSED BUILDING SECTION SLAB, BACKFILL W/RCA AS 8"x 16"POURED CONC. FOOTING -(2)2x12 ACQ BEAM SECURED TO GALV. METAL POST CAP REQ'D,CONTRACTOR TO -44 ACQ POST SECURED TO GALV.METAL POST BASE A3 Scale: 1/4" = 11-011 COORD.W/MASON,TYP. A3 Scale: 1/4" = 11-011 -12"0 POURED CONC.SONOTUBE T-0"MIN.BELOW GRADE W/24"x24"x12"DEEP CONC. FOOTING,TYPICAL @ 3 CONNECT VALLEY BEAM TO HIP HIP MEMBER RIDGE BOARD, TOE NAIL BEAM USING SLOPED HANGER W/FOUR 16d (0.131"x 3 (SLOPED/SKEWED IF ROOF 1/4")NAILS(RIDGE TO HIP) PITCHES ARE UNEQUAL) STRAP PER CODE IF TOP TRUS JOIST RIM BOARD PLATE IS NOT OR BLOCKING FOR CONTINUOUS OVER LATERAL SUPPORT HEADER i VERIFY PARALLAM®PSL OR i TIMBERSTRAND®LSL COLUMN CAPACITY AND BEAM BEARING LENGTH. TOP FLANSEE CURRENT 3/8"0 CARRIAGE BOLTS(2), i HANGER /i : JOIST BOLTED THROUGH W/ c� LITERATURE. WASHER AND NUT,TYP. I FACE MOUNT TOP FLANGE PARALLAM®PSL OR HANGER HANGER CONNECT RAFTER TIMBERSTRAND®LSL VALLEY USING X 16d COLUMN L2 BEARING FOR DOOR L3BEAM TO BEAM L4 BEARING AT OR WINDOW HEADER BEARING AT WALL (0.131"x 3 1/4")NAILS L� O Q CONNECTION O CONCRETE WALL L5 2x6 CEILING O BEARING AT COLUMN FACE MOUNT JOISTS @ 16 O.C. SEE CURRENT TRUS JOIST PROTECT UNTREATED WOOD FROM O LITERATURE FOR FRAMING DIRECT CONTACT WITH CONCRETE HANGER CONNECTORS VALLEY BEAM, CONNECT CEILING JOIST-RAFTER DETAIL HIP RAFTER DETAIL TO HIP MEMBER w/ STRUCTURAL TJI FRAMING DETAILS JOIST HANGER DETAIL SLOPED HANGER Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. Bldg Dept copy from ZBA Final reviewed documents ZBA File# DOOR SCHEDULE WINDOW SCHEDULE 400 Series Tilt-Wash Windows PLYWOOD PANELS WINDOW ELEVATIONS with Stormwatch®Protection ALTERNATE To INSTALLING -PROVIDE TRIM AROUND WINDOWS AS PER OWNER MANUFACTURER: TO BE SELECTED BY HOMEOWNER,U.O.N. N4ANUFACTURER: ANDERSEN WINDOWS STORMWATCH WINDOWS -DASHED LINE INDICATES 1/2"PLYWOOD HURRICANE PANELS SYMBOL QTY TYPE ROUGH OPENING WIDTH DOOR SIZE REMARKS SYMBOL Q'TY TYPE MIN.ROUGH OPENING SIZE UNIT SIZE MANUF.# REMARKS PLYWOOD PANEL SIZES PROJECT TITLE: 3'-0"EXTERIOR INSULATED DOOR W/TWO I'-0"f 2 CASEMENT T-3 1/4"x 4'-5 3/8" Y-2 3/4"x 4'-413/16" CX245* CHECK RAIL AND GRILLES AT 3.0"x 7'-6" _ _ _ _ _ _ Proposed 0 1 SWINGING V.I.F. 3'0"x 6'8" WIDE SIDELIGHTS(IMPACT-RESISTANT GLASS) UPPER SASH AS PER OWNER F- ——— -1 F— — — - r — — — — - - — — 20 2 SWINGING 2'-81/2"x 6'-9 1/4" 2'-6"x 6'-8" ® 1 ELLIPTICAL 64'x 1'-5 3/8" 5'-11 1/4"x I'-4 3/4" ET6 CUSTOM OFFSET FROM PROFILE Addition/Renovation for I I I I I I • • 3 I SWINGING 2'-21/2"x 6'-91/4" 2'-0"x 6'-8" — —— — — — — Marsillo O C 1 CASEMENT P-9"x T-5 3/8" F-8 1/2"x 4'-413/16" C145 CHECK RAIL AND GRILLES AT 3'-6"x 6'-0" 1 BI-FOLD 6'-0"x 6'-8" B I I I I I I UPPER SASH AS PER OWNER I I I I I 0 I Residence ® - D 1 CASEMENT T-9"x 5'-0 3/8" 4'-81/2"x 4'-117/8" CW25 TEMPERED GLASS 6'-3"x 6'-6" 1080 Deephole Drive 0 1 SWINGING 3'-2 1/2"x 6-91/4" 3'-0"x 6'-8" I O © 1 SWINGING 3'-21/2"x 6-9 I/4" 3'-0"x 6'-8" 3'-0"EXTERIOR INSULATED DOOR 0 3 CASEMENT 2'-8"x T-0 3/8" 2'-71/2"x 4'-117/8" CX15 TEMPERED GLASS 4'-2"x 6'-6" L — — — — — — —- L—— — _jL — — — I Mattituck, NY 11952 - - - - � Q 1 OVERHEAD T.B.D. 7'-0"x 8'-0" EXIST.GARAGE DOOR OPENING,V.I.F. 0 1 CASEMENT 10'-101/2"x T-0 3/8" 10'-10"x 4'-117/8" CX15 TEMPERED GLASS, 12'-4"x 6'-6" PROJECT NO. 1201 FIXED DHP410410 (2)2 x 4 W/1/2"PLYWOOD CASEMENT CX15 BETWEEN DOUBLE UNITS DRAWN BY: NN QG 2 CASEMENT F-9"x T-4 7/8" F-81/2"x T-4 3/8" C125 3'-6"x 4'-0" SCALE: AS NOTED H 1 PATIO SLIDERS 6'-0"x 6'-R" Y-11 1/4"x 6'-71/2" FWG6068 TEMPERED GLASS 7'-5"x 7'-5" I ALTERNATES FOR PRICING I I I I ( H I DRAWING TITLE: CONTRACTOR TO PROVIDE ALTERNATE COSTS FOR THE FOLLOWING: WINDOW NOTES: HURRICANE PANEL NOTES: NO. DESCRIPTION I I I I I I PROPOSED BUILDING *THIS UNIT MEET OR EXCEED THE FOLLOWING DIMENSIONS:CLEAR OPENABLE AREA -PROTECTION OF OPENINGS SHALL BE IN ACCORDANCE WITH THE I I I I I I SECTIONS & DETAILS 1 EXISTING CHIMNEY TO BE MORTARED W/TRUE THIN STONE ON ALL OF 5.7!SQ.FT.,CLEAR OPENABLE WIDTH OF 20"AND CLEAR OPENABLE HEIGHT OF 24". LATEST ADDITION OF THE NY STATE BLDG CODES,SECTION 1609. L— — — — J L _ _ _ — — _ _ — _ —— — _ _ _ J EXTERIOR ESSTONEINTERIOR EXPOSED SIDES AS SELECTED BY OWNER IN LIEU WIND(DESIGN PRESSURE FOR EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING -CONTRACTOR TO INCLUDE A PRICE COMPARISON FOR 1/2"PLYWOOD I I SCHEDULES OF CULTURE EXISTING EXTERIOR WALL SHEATHING TO BE REMOVED.INSTALLATION OF PER N.Y.S.R.C.SECTION R613. EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING PANELS W/#8 2 1/2"SCREWS TO REPLACE THE STORMWATCH OPTION L — — — — — — — — -- 2 SHALL,BE DESIGNED TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) FOR ALL WINDOWS(SEE TABLE ABOVE FOR PANEL SIZES). NEW SPRAY FOAM OPEN CELL INSULATION (R-12.6)AND NEW 1/2"CDX AND IS TO BE ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE R301.2(3).PER DWG. NO. PLYWOOD SHEATHING. N.Y.S.Rt.C.SECTION R301. -FASTENERS SHALL BE SPACED 16"O.C.FOR PANEL SPANS UNDER 6-0" 3 EXISTING ATTIC INSULATION TO BE REMOVED AND REPLACED WITH NEW AND SPACED 12"O.C.FOR PANELS SPANS 6-0"OR GREATER. SPRAY FOAM OPEN CELL INSULATION(R-26). 4 COMPOSITE DECKING ON WOOD STRUCTURAL FRAMING WITH WOOD POSTS ON CONCRETE SONOTUBES IN LIEU OF SLATE/CONCRETE PORCH.