Loading...
HomeMy WebLinkAbout30264-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30829 Date: 03/22/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2570 CLEARVIEW AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 10 Lot 29.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 13, 2004 pursuant to which Building Permit No. 30264-Z dated APRIL 27, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, FRONT PORCH & REAR DECK WITH HOT TUB AS APPLIED FOR. The certificate is issued to ROBERT & CHERYL SCHEIDET (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0129 03/18/05 ELECTRICAL CERTIFICATE NO. 94466C 03/02/05 PLUMBERS CERTIFICATION DATED 02/22/05 CUTCHOGUE EAST PLUMB&HEAT Authorized Signature Rev. 1/81 rc aAPPLICATION FormNo.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 N FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following; A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building-_$100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: >/ Old or Pre-existing Building: (check one) Location of Property: 25 0 CI,EA/?l/.lEyr/ /gV� 5011771,V,4b House No. Street Hamlet Owner or Owners of Property: da,625 Q T `r C11Ei2 XL SC#z4-71DET Suffolk County Tax Map No 1000,Section -70 Block /0 Lot Subdivision Filed Map. Lot: Permit No. 3V 40' Date of Permit. Applicant: SCllelAf 7— Health Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ .2 7 Applicant Signature Co -�30�aQ COPY 11 tjj11t11:,j1111;:iji Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 3/212005 375 Dunton Avenue 94466C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Scheidet Street: 2570 Clearview Avenue Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Brite Star Electric Lic. # 3398-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool I] 1st Floor ❑x Indoor 0 Basement ❑D Hot Tub K] Residential ❑ Det.Garage x❑ Attic x❑ 2nd Floor x❑ Outdoor ❑ Addition ❑ Survey oxi Switches Receptacles Fixtures GFI Heaters A/C Fans '•p.: 33 53 61 8 6 ! k Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 40 1/20 ,. Furnace Oil Gas Circulators Smoke Detector Bell Transformer c. 1 X 3 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 X / 2 Bldg. Permit: Other Equipment _ 1 200amp panel with main breaker garage door opener recptacles Hugo S. Surdi 15/220V air hander disconnects 1 50/220V Hot Tub Disconnects President 1 Heat Lamp Rough Inspection: 12/02/2004 Inspector: John McMahon III Final Inspection: 02/24/2005 Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. IS G �L__ DEPT-Mir I fax pm 765.1823 Telephone(5161 7fi5.1802 'own Nall, 59099 Maln fioad p. (). Box 1179 Southold, Now YOM 11971 QFFrd:E OF THE OFa®UTh1CO� ��"1"qR building Permit PID. Owner 1 j�Ja (P .S&FJS Print) c 1 t-stu�� C�`�C �c L �sT ���--F 1 � Plumber: Je-e (Please? v: rnt ) tt►e taalde% used X certify that i1. ttiE3 wmtc�P uuAS?l' aYetam contains leas than 2/10 of 1% lead. /. an ' 11��t,�1"�) (Pruznl�� 1a S Sworn to before ma this 5 � / rlACIFJV day of .1 l County suss^• .! n':^- n_ NotaryNu'ctl -tate of New York Notary Public, No.489E-. Qualified , uffolk County Commi3 ;:,n Expires May,047 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30264 Z Date APRIL 27, 2004 Permission is hereby granted to : MARC & ANNA CLEJAN 2570 CLEARVIEW AVE SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, FRONT PORCH & REAR DECK PER TRUSTEES & DEC AS APPLIED FOR; FLOOD PERMIT INCLUDE at premises located at 2570 CLEARVIEW AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0010 Lot No. 029 . 002 pursuant to application dated APRIL 13 , 2004 and approved by the Building Inspector to expire on OCTOBER 27, 2005 . Fee $ 1, 889 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 �SpFFO('�C Albert J. Krupski,President 0�. Q Town Hall James King,Vice-President =� G'f� 53095 Route 25 Artie Foster h P.O.Box 1179 Ken Poliwoda Z Southold,New York 11971-0959 Peggy A. Dickerson Oy�� �� Telephone (631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0027C Date March 8, 2005 THIS CERTIFIES that the single-family dwelling, garage & deck At 2570 Clearview Ave. , Southold Suffolk County Tax Map # 70-10-29.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 10/5/00 pursuant to which Trustees Permit# 5241 Dated 10/25/00 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 single—family dwelling, garage & deck The certificate is issued to Robert & Cheryl Scheidet owner of the aforesaid property. �• Authorized Signature �aoF souryo k TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTIONry� � J [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ILet-,e�' DATE 3 I 6 INSPECTOR �` *�pF SOUT�O� 3 o ;t- (o z Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING P<FINAL [ ] FIREPLACE & CHIMNEY [ ] FARE SAFETY INSPECTION REMARKS: _ `�`�� "D'� - �6{ DATE INSPECTOR �' FIELD INSPECTION REPORT DATE COMMENTS 92?E � fllro FOUNDATION(1ST) 3 ----------------------------------- �3 a FOUNDATION(2ND) N ROUGH FRAMING& � PLUMBING !O y INSULATION PER N.Y. STATE ENERGY CODE -D FINAL DZ- p 0 p ADDITIONAL COMMENTS l- O z G�o z i x-05 -Tklb z o >c . ro J d o � x a d � y Albert J.Krupski,President �SAFFO(/rCp Town Hall James King,Vice-President h`t`� Gy 53095 Route 25 Artie Foster p P.O.Box 1179 Ken Poliwoda y Z Southold, New York 11971-0959 W Peggy A.Dickerson Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 24, 2004 Mr. & Mrs. Robert Scheidet 560 Water Terrace Southold, NY 11971 RE: 2570 CLEARVIEW AVE., SOUTHOLD SCTM#70-10-29.2 Dear Mr. Scheidet: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, March 24, 2004: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Permit#5241 from Marc & Anna Clejan to Robert A. & Cheryl Scheidet. Permit issued to construct a single-family dwelling with attached garage and deck, pervious driveway, sanitary system, drywells, and a 50' non-disturbance buffer with a 4' wide cleared path, and with the condition a line of staked hay bales and silt fence are installed along the 50' non-disturbance buffer before the project begins. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Glu . Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims + Now 1 mik :Mate Depaitment of Unvitunmental t,unseivatiun Division of Environmental Permits, Region One IMARO Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us Erin M.Crotty Y Commissioner Marc and Anna Clejan August 21, 2002 49 East 96°i Street # 7C New York, NY 10128 Re: Permit#1-4738-02769/00001 Dear Mr. and Mrs Clejan: Enclosed is a copy of the permit recently transferred to you. Please note that Special Condition # 12 of the permit has not been complied with to date. In order to avoid possible enforcement action, you must submit a copy of the covenanted deed to our attention. If you have any questions, please do not hesitate to call me at (63 1) 444-0372. Sincerely, Claire K. Werner Environmental Analyst I cc: BMEIP / P. Moore / File � [EN' :AUG2 3 2002 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4—,�3-02769/00001 da December 26, 2000 FACILITY/PROGRAM NUMBER(S) low EXPIRATION DATE(S) PERMIT Under the Environmental Conservation Lau December 26, 2004 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ■ Permit to Construct ❑ Permit to Operate I ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Thomas Meyer (631) 427-1040 ADDRESS OF PERMITTEE 8 Notch Court Dix Hills, NY 11746 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER EnConsultants, Inc., 1329 North Sea Road, Southampton, NY 11968 (631) 283-6360 NAME ANDEADDREESS F PROJECT/FACILITYMeyer p70 Clearview Avenue, SoutholdLOCATIOT/FACILITY SCTM #19.2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Goose Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling with deck, septic system, pervious drive and 4'wide access path. All work is to be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Mark C. Carrara (CKW) Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE i y /Z � Page 1 of 4 / December 26, 2000 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION • NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, agents, and assigns for all claims, suits, actions, damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. 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. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site orfacility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 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. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for 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. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC)and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg #40, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. DEC PERMIT NUMBER PAGE 2 OF 4 1 X738-02769/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL VVETLANDS) 1. 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. 2. 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. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. 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. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. 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 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. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. 9. 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 and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Joseph A. Inpegno dated 6/13/00 last revised 12/8100 DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02769100001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. 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 tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 5. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. All fill shall consist of"clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 7. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linearfeet landward of the tidal wetland boundary. 8. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 9. Roof runoff shall be directed to drywells a minimum of 75 feet landward of the tidal wetland boundary for immediate on-site recharge. 10. Driveways and parking areas shall be constructed of pervious material. 11. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 12. The permittee shall incorporate the fallowing language as a notice covenant to the deed: "Regulated tidal wetlands associated with Goose Creek are located at Suffolk County Tax Map Number: District 1000, Section 70, Block 10, Lot 29.2, otherwise known as the properties of Thomas Meyer and his heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law (ECL) Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling, clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sentwithin one calendar year of the issuance of this permit to: NYSDEC,Regional Manager, Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356. DEC PERMIT NUMBER PAGE 4 OF 4 14738-02769/00001 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 2 J VILLAGE DIST. SUB. LOT rGk ka X. ! ccn G �e.� � v, e �1.� S uz�m / 6' ER OWNERE.eG- V 40-rC-I-) N E AC . E)a^ .r- � n e/4 6r/pta �✓ SO4�LTJU d S�6 . 7 -TO-Aw A. �s'.gpP ✓�Ml� S W TYPE OF BUILDING C n 'I/e.9 . e.✓ r 2 SPP tES. SEAS. VL. 3 3 FARM COMM. CB. MICS. Mkt. Value t - LAND IMP. TOTAL DATE REMARKS �M /5117,e it A / Q I 6 ✓ Q 1J A/7 SIC. C'Ain!R t PP FoR- �Gn .✓tw/� l d v S p--6 23 a--o s/10 SO ICI d 7 A (- f773 ru Ff/�C'.o.n�wt7, r.VA 1114,at_i- / 6 o-c> / r o �/3� , //�� \ �e%� �7S—ao m✓e 7- li S P Grn )/ hew a/ii, �-/e /Sc --e-e) �- 3 L - �# h D (13 j' l) ,7 —L lzz z —I / ge,i c 6 /zC lie S2 910.ed4 r <-Sz7 'illable FRONTAGE ON WATER 27 Voodland FRONTAGE ON ROAD 9la a Aeadowland DEPTH louse Plot BULKHEAD -otal JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-5506 4 2004 To: Town of Southold Building Dept. Re: First Foundation Inspection Scheidet 2570 Clearview Ave. Southold,NY 11971 Permit# 30264 To Whom It May Concern: An First Foundation inspection was preformed at the above-mentioned construction site, and the concrete was instoled correctly and meets all state and local building codes. Any other questions please call. PSE OF Ne cerely W .1y, '. . . 07 James J. D �FSSIO O� JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-5506 To: Town of Southold Building Dept. NEW YO Re: Second Foundation Inspection 9 ')EE �- Scheidet r' 2570 Clearview Ave. s� Southold,NY 11971 Permit# 30264 `OHO.01 0� To Whom It May Concern: An Second Foundation inspection was preformed at the above-mentioned construction site, and the damp-proofing was installed correctly and meets all state and local building codes. Any other questions please call. n rely James J. Deer JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: Strapping Inspection Scheidt 2570 Clearview ave. Southold, NY 11971 Permit#30264 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. ' C'F NE {E EE Y�9 ti �i � %\ . ccrely :�J1 9 1 a r`. Jame rkoski P.E. ZpR� 9 2DD-& DEC - 9 20M JAMES J. DIERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Framing/Plumbing Inspection Scheidt 2570 Clearview Ave. Southold, NY 11971 Permit#30264 9 2M To Whom It May Concern: A Framing/Plumbing Inspection was Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. ' icerely 3r tEw yo\{ V�.DES 'SFS `pF _ jam .'Oe, rkoski P.E. LN rl JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Insulation Inspection Robert Scheidet 2570 Clcarview Ave. Southold, NY 11971 Pennit# 302642 To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. Jr NEW Y �A "DEEgl�9,f cerely l cc \ Uj Jame Ike oski P.E. 0 0� OFES�I DEC 15 2004 TITLE NUMBER: FNP-00960 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 312004 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE IS 11111983. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 4116104 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 16th DAY OF APRIL, 2004 NOTARY PUBLIC JEANNE ANSTETT ALAN T. NICHOLSEN OFFICE MANAGER Notary Public, State of New York No. 01N14852941 Qualified in Suffolk County Commission Expires Feb. 18, 2006 04/23/2004 01:40 FAX 2001/001 TITLE NUMBER: FNP-00960 SUBJECT PREMISES: 1000-070.00.10.00-029.002 EDWARD G. SAUER DATED: 111080 MARY BAUER, HIS WIFE RECORDED: 12117183 TO LIBER 9476 PAGE 464 LEWIS L. EDSON LEWIS L. EDSON GATED: 716188 TO RECORDED: 816188 EZIO VLACICH LIBER 10669 PAGE 250 GIULIANA VLACICH, HUSBAND &WIFE EZIO VLACICH DATED: 719102 GIULIANA VLACICH, HUSBAND & RECORDED: 8112102 WIFE LIBER 12202 PAGE 806 TO MARC CLEJAN ANNA CLEJAN, HUSBAND AND WIFE LAST DEED OF RECORD SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 16th DAY OF APRIL, 2004 k-� U by: NOTARY PUBLIC JEA NE ANSTETT, OFFICE MANAGER MICHELLE VAIN Notary Publlc,State of New York No. 01VA4989798SuNolk County Commission Expires December 16,20(q Ll PREMISES ADJOINING ON WEST: 1000.070.00-10.00-029.001 CHARLES A. GAGEN DATED: 313180 TO RECORDED: 317180 VINCENT J. ACUNTO LIBER 8789 PAGE 298 CATHERINE ACUNTO, HIS WIFE VINCENT J. ACUNTO DATED: 2122182 CATHERINE ACUNTO, HIS WIFE RECORDED: 311182 TO LIBER 9148 PAGE 380 STANLEY CHASE STANLEY CHASE DATED: 12118101 TO RECORDED: 1114102 EILEEN BUGLION LIBER 12163 PAGE 218 LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 16th DAY OF APRIL, 2004 o . i `��l-,A oG� by: NOTARY PUBLIC JEANNE ANSTETT, OFFICE MANAGER ALAN T NICHOLSEN Notary Public, State of New York No. 01N14852941 Qualified in Suffolk County Commission Expires Feb. 18, 2006 PREMISES ADJOINING ON EAST: 1000-070.00-10.00-050.001 EDWARD A. LADEMANN, JR. DATED: 719179 CHARLOTTE M. LADEMANN, HIS WIFE RECORDED: 7111179 TO LIBER 8656 PAGE 344 NANCY W. HILBIG LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 16th DAY OF APRIL, 2004 i go s by: NOTARY PUBLIC JEANNE ANSTETT, OFFICE MANAGER ALAN T. NICHOLSEN Notary Public, State of New York No. OIN14852941 Qualified in Suffolk County Commission Expires Feb. 18, 2006 PREMISES ADJOINING ON EAST: 1000-070.00-10.00.046.000 PETER DELYANIS DATED: 10/19182 TO RECORDED: 11110182 ANN G. BAYDALA LIBER 9268 PAGE 257 TROY BAYDALA LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 166, DAY OF APRIL, 2004 NOTARY PUBLIC JEANNE ANSTETT, OFFICE MANAGER ALAN T. NICHOLSEN Notary Public, State of New York No. OIN14852941 Oualified in Suffolk County Commission Expires Feb. 18, 2008 PREMISES TO THE NORTH: CLEARVIEW AVENUE PREMISES TO THE SOUTH: GOOSE CREEK SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 16th DAY OF APRIL, 2004 by: N TO ARY PUBLIC JEANNE ANSTETT, OFFICE MANAGER ALAN T. NICHOLSEN Notary Public,State of New York No. OIN14852941 Oualified in Suffolk County Commission Expires Feb. 18, 2008 S Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le Data filename: C:\Program Files\Check\RESch eck\SCHEIDET.rck PROJECT TITLE:HOUSE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family 1 K HEATING TYPE:Non-Electric ggPF� )E.FOq DATE:04/14/04 DATE OF PLANS:04/2004 W PROJECT DESCRIPTION: SCHEIDET RESIDENCE �° y CLEARVIEW AVE. �A9 v 72 SOUTHOLD,NY FESS10 COMPLIANCE:Passes Maximum UA=552 Your Home UA=454 17.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1432 30.0 0.0 50 Ceiling 2:Cathedral Ceiling(no attic) 184 30.0 0.0 6 Wall 1: Wood Frame, 16"o.c. 1248 19.0 0.0 58 Window 1: Wood Frame:Double Pane with Low-E 6 0.300 2 Window 2:Wood Frame:Double Pane with Low-E 49 0.330 16 Window 3: Wood Frame:Double Pane with LOW-E 116 0.340 39 Door 1: Glass 82 0.330 27 Door 2: Solid 15 0.270 4 Door 3: Solid 21 0.160 3 Wall 2: Wood Frame, 16"o.c. 192 15.0 0.0 15 Wall 3:Wood Frame, 16"o.c. 1730 19.0 0.0 89 Window 4:Wood Frame:Double Pane with Low-E 54 0.330 18 Window 5: Wood Frame:Double Pane with Low-E 105 0.340 36 Door 4: Glass 82 0.330 27 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1616 30.0 0.0 53 Floor 2: All-Wood JoistlTruss:Over Unconditioned Space 324 30.0 0.0 11 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York Stats Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer z�J 4J � �w� Date ^ ' �� REScheck Inspection Checklist „ New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:04/14/04 PROJECT TITLE:HOUSE Bldg. Dept. use I I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: ( ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade walls: [ ] ( 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: 1ST.FLOOR ( ] I 2. Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments:GARAGE WALL [ ] I 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: 2ND.FLOOR I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.300 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes( ]No Cornments: [ ] I 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor: 0.330 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ ] I 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #PanesFrame Type Thermal Break?[ ]Yes[ ]No Comments_ : [ ] I 4. Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 5. Window 5:Wood Frame:Double Pane with Low-E,U-flctor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I I yrs: [ ] I 1. Door 1: Glass,U-factor:0.330 Comments: [ 1 I 2. Door 2: Solid,U-factor:0.270 Comments: [ ] I 3. Door 3: Solid,U-factor:0.160 Comments: [ ] I 4. Door 4:Glass,U-factor:0.330 Comments: I Floors: [ ] I I. Floor 1: All-Wood Joist/Ttuss:Over'Unconditioned Space,R-30.0 cavity insulation Comments: 1ST FLOOR [ 1 I 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: 2ND.FLOOR I Air Leakage: [ 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ 1 I Recess lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder. [ 1 I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must be identified so that compliance can be determined. [ 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ 1 I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ 1 I Supply ducts in unconditioned spaces must be insulated to R-8. [ 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and counections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ 1 I Duds shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ 1 I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral beat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: water pipes to the levels in Table 1. I Swimming Pools: [ 1 I All heated swimming pools most have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I RVAC piping conveying fluids above lo5 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum/nsul stion Thidwess for CiresiWing Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UD to 1" UD to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressurdremperature 201-250 1.0 1.5 1.5 2.0 Loa.Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) X10 - r - Ds) i 11;111. 53005 .;)'l p4 j-14 T. TERRY 1 r o. n,< 1170 TOWN CLERK �:`„ � Su"IhoIJ. Nc', Yurk 11 ItEGIS(PAR of ITN.STAn511C5 T MARRIAGE oFrICISn cicrl uinc ISrt,r 7(.5, RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF TELE TOWN CLERK TOWN OFSOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations ,� of the Code of the Town of Southold: "Floodplain Development Permit Application" (t=DP(93) ) , and "Certificate of Compliance F07r Development in Special Flood Hazard Area [C/C(93) ) . TOWN OF SOUPIOLD �h Southold Town Clerk August 25 , 1993 , APPLICATION N -� PAGE i of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sienl 1. No work may start until a permit is issued. 2- The permit may be revoked if any fake statements are made hercin- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within sitz mouths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Adm'mistrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO THIS APPLICATION ARE,TO IE AND VA� "g - T . (APPLICANTS SIGNATURE) DATE0 4f ..' SECTION 2: PROPOSED DEVELOPMENT fTo be completed by APPLICANTI NAME ADDRESS TELEPH ON PLICANT AP4.VA!WT,zM&4 7- SLAP 1✓� /nal*; I3uILDER.tyll 00WO AY yt 73 ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to a PBcat� sho g the project location would be hclphd. 57W� YL 25- 70 1/E "!/jn a42> SEC TO $L©CK /D .40 FDP(93) APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all appbc�iblc boxes) A. STRUCTURAL DEVELOPMENT AJZTIVTFY.. TR CTURE TYPE New Structure Residential (IA Family) O Addition O Residential (More than 4 Family) ❑ Alteration ❑ Moo-residential (Floodproofmg? O Yes) O Relocation O Combined Use (Residential & Commerdal) O Demolition P O Manufactured (Mobile) Home (In Manu- • Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACCIVITJES: O Fill O Mining O Drilling ffGrading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvemems (Including Culvert Work) O Road, Street or Bridge Construction ❑ S 'vision (New or Expansioo) (Wind dual Water or Scwcr System O Other (Please Specify) After comple(ing SEC ION 2, APPLICANT- should submit form to Local Administrator for rc%�ew_ SECTION J: FLOODPLAIN DETERMINATION (To be completed by FOCAL ADMIMSTRATOR) The proposcd developmen( is located on FIRM Pancl No. Dated The Proposed Devclopmeut O IsIQ1 located in a Special Flood Hazard Area (Notify the applicant that the appUcmtiou review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM rant designation R 100-Year flood elevation at the site is: - Ft. NGVD (MSL) O Unavailable O The proposcd development is located io a Goodway. FBFM Pancl No, Datcd O Sec Scrtion d (or additional mwurnons SIGNED DATE .r APPLICATION 4 PAGE ) OF 4 SECTION 4' ADDfTIONAL INFORMATION REQUIRED (To he completed by LOCM.ADMINISTRATORI The applicant must submit the documents checked below before the appbcauon can be processed: ❑ A site plan showing (be location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basemeul), types of water resistant materials used below the fust floor, details of Boodproofmg of utilities located below the First Boor and details of cnciosures below the fust floor. Also O Subdivision or other development plans (If the subdivision or other development oxceeds50 lots or 5 arses,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new BB elevation Ft. NGVD (MSL). ❑ Eloodproofmg protection level (non-ruiden(ial only) Ft:NGVD (MSL). For Boodproofe,d structures, appGcaot must atts-h certification from registered engiaeer or architect. ❑ Certification from a registered cuginccr-Chat the proposed acbw..tyy in a regulatory Boodway will not result in any increase in the height of the 100-year Good. A copy of all data and calculations supporting dais finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION (,I,Q be completed by LOCAL ADMINISTRAT R I have determined that the proposed activity. A. ❑ Is B. ❑ Is not In conformance with provisions of Local Law d_, 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE 1f BOX A is checked, the Local Admioistrator may issue a Developmcot Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of dcGcicnucs. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a _ PAGE a OF n APPEALS: Appealed to Board of AppcalO O Ycs O No Hearing date: Appeals Board Decision --- Approved? O Yes O No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comolianee is issued) The following information most be provided for project structure. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certificadon to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(itt Coastal High Hazard Areas, bottom of lowest structural member of the lowest Boor, excluding piling and columns) is: Fr. NGVD (MSL). j L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal,of the above information is at the risk,0f the Applicant. SECTION ? COMP) LANCE ACTION (To be comyleted by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on impcc iou of the project to ensure compliance with the community s local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO DATE_ BY DEFICIENCIES? O YES O NO 4EMON 8 CERTIFICATE OF COMPLIANCECTo be completed by LACAL ADMINISTRATOR) Certificate of Compliance issued: DATE--- BY: Attachment B i SAMPLE CERTIpi CATE OF COMPLIANCE for Development in a Special Flood Hazard Area , i TOWN OF SOUTNOLD CERTIFICATE OF COMMANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ) 93 ) TO`]x,N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 344-6 rF E- Check Septic Form N.Y.S.D.E.C. Trustees Examined 20_ Contact: Approved 20 Mail to: Disapproved a/cL Phone: Expiration 120 Building Inspector ANK 20M4 APPLICATION FOR BUILDING PERMIT Date 20 J INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /t2c4d����icr�n As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location gf land on whichproposed work will be done: Qs?o Utaryjecy Id House Number Street Hamlet County Tax Map No. 1000 Section 10 Block ;;J C7 -Lot, �.1`7 �- Subdivision Filed Map No. of (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V,-&e_aj41 la b. Intended use and occupancy /2c.aeaa°e4t. 3. Nature of work(check which applicable): New Building Addition Alteration 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,djvpvw�ruiits on each floor If garage, number of cars 14; , As l 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Storiesa Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner MG"_c "af 11. Zone or use district in which premises are situated 2—Ifo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. 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. STATE OF NEW YORK) SS: COUNTY / --OFS )k_ ) " pGt� "ett ( �087`� being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (C tractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perforin 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. Swop to before me t day of 2CI5t Notary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC, State of New York No.01B06020932 Qualified in Suffolk Coun Term Expires March _ 4u �rJrSTAl,t HOLEt DATA QDA a SURVEY OF PROPERTY cam Igor_"R"M"""n SITUATED AT x PINE NECK Od) TOWN OF SOUTHOLD In SUFFOLK COUNTY, NEW YORK Y[O I.l A lO,�RMR�xe"tuft S.C. TAX No. 1000-70-10-29.2 OSCALE 1'=50' { JUNE 13. 2000 F.. AVOW 2M, 2000 tAM PROPOM IIOM j aSEPTEAM 2& 2000 WAM PROP. WW 11"TFH 'n -� rl: C 1 EA R V m z1 O oC"MM T. 2000 A00® IOf CCMFJMCE ROTE Y AVE _ D U) Z euro.+.+ �! M0Ieam T. 2000 BMW PID. PIAM NU D y 2001 10MTr� Y"I \ i ? O 00b — APISL 25, 2001.SMX WWI AS PER 2001 M.V60 IMP I. S. Kt7iM, P.E. ( D [1m 0C : •TyYla' t t S 1 06)•30"� \ t m { n yl�.4 : I �� AREA = 29,667.55 +q. H. stow ...Il .OQ D to (Tu TE uc) 0.662 oa r E" IaRe T.c ( < Z .10 3 Cal/m ' D —r CICRTIFI6D TO: ` �S. a PECONIC ABSTRACT. Inc. o FI LITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK p_REC _ - A. 1f y 7S I � _ Vi ANNA CLE EJJANN - ' C Q r ARM IJ i. M/Amm Am OTaOD To MRY.D. ,{M DAM Wilk� 1:. ,k O y 1 E`er CommCLN AMIS[ 'AE10we�Owl "R. -- --6—- -- i �\ x v+CPom COME LAAO AK .IMMII TIM IDGIOI M flPM+sl OT EEALteM lf10.CWICT. FOUND �r i1i, 13EPflo '° osooM�T.� TonrP..,l ""'° C AE"attsmot + > ®FRsmn Tr+ Pmmm mmE ums talc W .e 0Ism-0m, �-C ip Qf121/'LG !!./�.S��G� ane LWAnw OF wfus AND CEWOM mow MooM ala FROM rru �i 1 'n/ 4 y / Y J• OWN lw'le°sc ,►Tde S,-C/11 �� rM O0-,iAMNS AND/Olt DATA aoaMrM/wOTROM ORMM&O �r` 3. � °O \Uwwwr aITE rlow � ` co"T«�� "MA � r,NE. o2°cYo{w to Grp- ,. C FTOOD rMATAMa Mr MM,i.[TTm Mew oe.cwucFw . \` C 0R rIOMMRWLY MOY®fRMIC1IAO W a AnMI It BIT" ��/ S. 7001 mow. 11aM�0.AMMOCi1MIm(nMIM�I W� FOR wIR THE 7EPIM: S171m1. �. .Y i EOz 6\/II9S nn09m y ONLY SROs w. ,iA�T R Al'rTWA j'MfMfr *%&%.FILL MO m MRN. b �+i EEE��� --- ji n o.caFe•xeMn..c. O • 57r /3' .�J GP ` °T P 0f IfEIs ff w/CcmAMi MATOYIpm iM[ SOFe srsfOl. O S c WT BIT OMAN S M WP 6��E EOMIOED OYER 111E IOMF OM of 111E y pFLAB " >Z\ E/G,.. I ' I 20 ` ' A 'I!M R'M,. FOSOI : EO()OM MPIAFY IDF AMV, A4i O I ,re 4d -•CUJ,.��- ' / '\ � u0i�h.'SO/J� nvw® M.cmicnMs aIF,nc / � AY. el //.S LV Q Ike /7c mIc a0000. y\: cc tl lol I lC P AL / COASTAL BARRIER '�• -' ! ¢ L •--• I IDENTIFIED 1-16-90 D, \ %Fe { f r .5. Alr AL c —A t1 - \ i ala deEiAe716 2s sg� �J� iAori s:k � � �h✓"d�5.4 �1ApYI1IFFM{MR®V ym W+A1ESt 6fA,Elllmj�UW ,,AA w \`—ill v elOZ TiEc�p�o a�n1Luwn x ssAE a W.g A. Ulgegno / a"w mwAEY+r MPf SFAI+c >< /� 3 SEWAGE DISPOSAL SYSTEM BY: O E A NED,RmR E 000® L SLxveyor SAG HARBOR ENGINEERING M � 361 Town Line Road, Soy Harbor, New York AM{Aw IN�iir N TELmowlN > • N Frederick S. Keith, P.E. '�` �""" - �bAM - �" - (JOO 13115* c' URMM.OOFFM M:Aeric BIT PNOKE (es1)'/27-tao Fax (071)727-1727 sE CRL1�x 65 1>• ti M W m AR MCT"0111 WnmT. , IOYOQ E Iw,6 A00FR35 G RhoNEM, Nn Yak 11901 Fr^vrh*W. Now YM 11901-0965 $�o���i � Oct off- lac� r� SURVEY OF PROPERTY �)Z SITUATED AT PINE NECK t7TOWN OF SOUTHOLD z SUFFOLK COUNTY, NEW YORK C7 S.C. TAX No. 1000-70-10-29.2 z CL SCALE 1"=50' EAR VjE W JUNE 13, 2000 AVEIT j 7 o AUGUST 29, 2000 ADDED PROPOSED HOUSE •I if SEPTEMBER 28. 2000 REVISED PROP. SEPTIC SYSTEM ho �2 OCTOBER 1, 2000 ADDED LOT COVERAGE NOTE y z NOVEMBER 1, 2000 REVISED PLOT PLAN y DECEMBER 8. 2000 REVISED PATH O 'C JANUARY 26, 2001 LOCATED TEST WELL (NOT OPEN) ,TA b APRIL 25. 2001 REVISED SEPTIC SYSTEM AS PER F. S. KEITH, P.E. S 81.06' S >• O.. APRIL 25, 2001 REVISED SITE PUN 30' E 81.06'30" ww�^ AUGUST 9. 2001 FOUNDATION LOCATION Pw.ws TEsraR0.00, E 90 017 `3 o AREA = 29,687.55 sq. ft. ro aE cvwE9 Mw - Z (TO TIE LUNE) 0.682 ac. �z MON !z G o b CERTIFIED TO' �+ q o2Rbo PECONIC ABSTRACT, Inc. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK 41 !Is1 MARC CLEJAN S Ao I B � ,� �;, ANNA CLEJAN a IR.,' '� m NOTES a : d - _ z. ' a o p '� ♦ "ro 1. ELEYOATIONS �AlOnEWA"ONS AMH TO WI 1MI�su DATUM CONCRETE �� __ 'D nOSTN1D CONTOUR LNEE ARE 5110'MN THUS: - o Ln. in NDAi010N 3.0' ,e.i' J i. THIS PROPERTY IS IN nA= ZONE A[ (EL 8T AS SIpWN ON - ROOD IMSUR,1110E MTE YAP =W PANEL NA. 36103C0166D zi I J. COASTAL WpNER aMND N fn 2)0' ,i-1l-RD COASTAL RARMFR ISO' ¢ a Oft�Slasr Y rm•Ram sINUMNI�ON OR MD,EIRpt 1412K N GLSDNDEO CDA4ML PAWRAR. / a. LKAND w D AREA "16,=70 nil. / I 11. 1 NI Ug.�Tf13.480 �HMSL PORCH ! OEM) OYER OPUNO LOT AREA 1/ / y 17 / flK£ a\ATP" nACCiD O yEN-coNVAT\ NE. h Y AL ilk y n+; AL Y A AL AL //4" AkLm \ FF �N AImsNral T 'W` AY. o COASTATA L BARRIER IDENTIFIED 11-16-90 r 0 Cf) O ANLL 'AeVc�O4A N.Y.S. Uc. No. 19668 J ! �/ IAUO1110NZED KISAAIW T) AOOF RIION SECTION 7� IS I TORN STATE 3 1 � �� _ Joseph A. Ingegno 9c A'L ' / / , : .. ,' - ,rvc UwO sum.Emrs RaaiO au OR TO AUDTRUECOPY. Land Surveyor Ir 2 3 2v ��'yyRar N �� 18� o n 4, 7 ONLY TO 1 suie 4'3 ,1$" \ p TT PIRP.Im. . oN I� �TEUE ro nE RIB SuMn - SueeiNeb.ft - Ste Pw1w - Conn0wbPi LCJ A oos� 2 w�� L ._ r __ ; i :� �.6 nmox. rnmOrwTgNs ARE NDf TRwsweUt. PHONE (631)727-2090 FO* (631)727-1727 C1 Cl L L 11 TC__ T11E "ISTENCE OF RgMi OF WAYS 1M1C ADDRESS Lfl AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT E AMY, NOT SNORM ARE NOT CUMAITEEO. 322 ROANOI(E AVENUE P.O. Boa 1931 RNERHM. Now York 11901 Riverhaw. N. York 11901-096.5 a SURVEY OF PROPERTY g SITUATED AT z PINE NECK O uJ TOWN OF SOUTHOLD £ d � SUFFOLK COUNTY, NEW YORK Z S.C. TAX No. 1000-70-10-29.2 CJ SCALE 1"=50' NE 13, 2000 Z' CL AUGUST 2B P000 ADDED PROPOSED HOUSE SEPTEMBER 28. 2000 REVISED PROP. SEPTIC SYSTEM T j o OCTOBER 1, 2000 ADDED LOT COVERAGE NOTE V�� AV F1 �T`J L` ii . NOVEMBERCEMBE1, 2000 REVISED POT PLAN Ll� o y JANUARY 26, 200+ LOCATED S PER WELL EDGE • S 81• O -m APRIL 25, 7001 REVAPRIL 25 520T'C SYSTEM REVISED SITE PIPN 5. KEITH, P.E. D6.3D" E Q O AUGUST 9, 2004 FOUNDATION LOCATION 5 81, LWA }o-1 2 .DD' wPci5 FEBRUARY 4, 2005 FINAL SURVEY 06'30' E a -3 w 90.00• - 2 '> WATER cnNc. wN. P^"p AREA = 29,687.55 sq. ft. Z 8 E a WY �.0k (To TIE LINE) 0.682 ac. Z o D $. i Q z a^ CERTIFIED TO w 3 1 \ PECONIC ABSTRACT, Inc. (A 4ts Ea FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK orTc „ 243 �o a _g MARC CLEJAN TANKu � o?p ANNA CLEJAN <+ FF- EL 3342 u 'f` I ✓' bsNENf F- EL L79 — - —{ NOTES E FRAME STORY HOUSE 3.0 ,SP 0 Npy S .r-�"'�•�'-- I2. T s Rio EFTY ISWNS ARE EM FL00° ZO AE (EL'S) ASANSHOWN ON IIc�yy YQa, 6: GARAGE f• ,. a+• 111 r�l�\/� � M00 INSU°ANEE MTE MAP COWWI N Y-PANEL Ne. 561OSC0166O !A/ L 22.0 u _ 1 r '�(�� t.: •"1 , 3. COASTAL flMRIER LEGEND L J S I a SUFFOLK CO E•OR 11-16-W COASTAL BARMER O ,es ' o ^-C T--Z` -" i \I ORRO°DsbsrwsuU'irw�. srRuNOT AV� c oN a uTrnMEN t Ar e...: Nwc31aT+ 1e. ,Rw. W DESICMTm CO19TAL R.RR,E1S. I MAR _i�i � v ' A � °480 ";,. 1 8 7,pIlS i ° Oats r :n TtEe sevraSz o hupe'� c1; \ yry y A EDGE a WETVNDS FLAG= BYw-GONSIaT\ INC Y B!O •� UAG a �o Pod/"rvci ilE •�` > pf(�Ge of�'Jc+aw"NO+taa fAanr�.g�`merst �•T ,IYt .� FUG O Alk IN SSTTAMOAR� FOR PFE SAS M FOR 6UCJ1 USE 6Y TIE �( AL TM1E ASSOCM1gK AL w �O " i T AL i COASTAL BARRIER co IDENTIFIED 11-16-90 w O �/ / moi C• NV.S. Li[. No 49668 U4 -_"_- i' O TMS SIRrEY6 a Naup F fT SECTON 2200 6 WC NEW YORK STATE AILw COPES OF THIS _ _w Josep A. Ingegno TRELNMDSi T / i EYBOSYD SU $MNl N�SUM. OQ FED TO BE A VALID TRUE COPY. Lan ck Surveyor / C wnrcAMNS PIOIGTED N m 9M11 RVN - - ((•'2� ��,,�.�.--`` ONLY TO THE AME,ON FOR W3X1N TIF 6UR.'F (]�L�M `` • O O 6 PREPAIE➢. NID ON N5 REIWIF ro n1F �i'GE,J(',��^•A�'' /IY p/� 0p1QeaRNrr1 AGdev .WO 'itk Survgs - SunaMeiorus - Sit. Plane - Con6fruction LAo,rt N 74, �� /A ry ONsmunDN trnE°N, aro G'O 32'1 w 1e M _ TUOOASSIONDICS F R c TORS ARE 40' TRwvgiNAaF PHONE (631)727-2090 Fax (631)727-1727 moi'. J O�� \ y THE EXISTENCE OF RIGHT OF WAYS ` C�EZi>_ $•17' ANO/OR EASEMENTS OF RECORD. IF OFFICES LOCATED AT MV.EdG ADDRESS L(f . ANY, NOT SN°YM ARE NOT °UARANTT'F0. 322 ROANOKE AVENUE P.O. Box 1931 • RNERHEAb. Ne. Yl. 11301 i-erreac, N. 'Irl "90' J965 24 -< NEW YORK STATE & TOWN CODE AS REQUIREG AND CONDITIONS OF SOUTHOLD TOWN PLA z sourHOLDTowr`I�LANMNc D SOUTMOLDTOWN TRUSTEES _ N.Y.S.DEC zH- m - FIS - _, I - - ------- --- _ o= - 4 � _______ � _ITnOIT maIT______________________________Flv ITT.1'ia_______________ �, -- D LUNE IF ',. _ _ _ 'r, - _ - i ,,„.- . . "r. - 3 - Vii, IMP Y WITH CHAPTER6" J "" ;- ----------------------- -a'-- --------- ------ ----- 1' Ind DAMAGE PREVENTION a u T OLD TOWN COD£. LU r Idl'v 0 rt» r DO OT PROCEED WITH w > >- FRA ING UNTIL SURVEY Q -Z v F F UNDATION LOCATION n / HA BEEN APPROVED I w W iI �� C40 lu` OK ; O II - � v C) Q 5jC -J U) -- -- NOTE: U " I MIN. OF (8) 16"XB" FLOOD VENTS REQUIRED 'r (200 S.F. PER VENT COVERAGE) A �� �I ((9) VENTS FIGUIRED IN FOR' BEST COVERAGE) A w � 11' I I I I I " I I I !u I 1 I /^xl1-7-/-31 VI _nu1 ----------------- - PLU BERCERTIFICATION Q m N Lf AD CONTENT BEFORE LL XE+C1L�16"O6C RTI KATE OF OCCUPANCY V �i Q�rn la 0I oav' II » I _ U - U D IN WA TER SOISJ xK o U0SUP LYEMCANNOT w. /,-6. EXCEED Z OF1%LEAD. Z- ------------------ --------------------------------------------- o 4 in _________ ________________- ________________i maNr° ` ' - I I STRUCTION SHALL m MEE T THE OUIREMENTSOFTHE �1C ODES OF NEW YORK STATE. �XEQ,l FIG 01 ERTIFICATION OF 12 NA LING 8 CONNECTIONS o • :r o,- j d REQUIRED, n 12,_6,. � PLUMBIN w ^ j ^ > w ; RET MN STOR ATER RUNOFF ALL PLUMBING WASTE o= TION 45-1 OC w PUR: 4NT Td 8 WATER LINES NEEO ING BIFQ95 Q YERING U E wows OF Tn�70WN' E ��pF ML k. C7 o i,� mss'"-r q�Oq- z N m• �_ �1 r F z ti H Q N OR s T Q OC o o =ons ANCY a qw , 0 w 0 z w USE1 CINLAWFL ao WIT UT C'ERTI IC TF `�° o oQ e ry w o� wo OF . CUPANCI. x a r I 2, APE S 0 0 AE D � F AEASCE B.P.r I 0 ---------------nuuo ------------ :r " FEET Accessnaemlmc NOTIFY SU ING DEPARTMENT AT ------------------------- - --- "----------_-------------- - M 70 a PM FOR THE --... .. _ 05.1502IN . --- FLOW ' ---------------- 'n'n a.u. -------------------------------------------------------------- --------- ---- '-7. FOUNDATION • TWO REOUIREO 6'-6" 8'-6" 6'-9'• ;, rqJ28'-3" FOR POURED CONCRETE -" ---» 3. ROUGH • FR-"ING 8 PLUMBING I Z -" S. INSULATION 6'-0" 15'-0" _ _ 4, FINAL - CONSTRUCTION MUST i -- - .- �E/Cq \�� o 56'-0" All OOKS4RUCFI�R OLI MFEP'4 I- L A - -- -__ "- — - -- - REMMEMENTS OF THE CODES OF NEW w YORK STATE. NOT RESPONSIBLE FOR a 56'-0" _ _ o 4'-0" 11,-10„ 5,-0., 2 _3„ L,.-J., -11,. 6,_0" PART C a0 ARCH PART CURri ARCH Z W ¢ -Dura- Tn'z off W _ U of -, •r '� W W } w hl O ro pQZ > 0 0 i U) 0 m 1 J 0 p � j0 bElf,"�- It -I M Off, Z � pwp W J Li z u� 1� w I O h N i w N - 6._O�. m Q N 7, 0.. _I, .-8,. NCI DIET 7 m F N N 1-,/4 x n-T/a I A H[AOEa — _— V ,. D.. P- x ua. 3' -0., 7'- 4" I x w m a a F Z � m m r - - - - - - - - - - - - cl ul PANTRY f I I - W � w ^'� Q o I w o f� or,Pr,� -!7 L� f, a i `,� wn,m-r C7 rn Q — � z - - - - - - b, d- � - N M,w TE p __ LEI \\\ m ._I I o Y d' Y z I -3 VX5-1 _ IVHEADER Z to , r� ¢ u d" hoyl I _ - r r 1 3052-7 Itil�'Ts'�•l�- 20^I0 l[1'1D 30'2 3 52 6'-6" S'-G" 3'-8" 6'-4" 7--10" 12'-2" 'i'-0'• 6'-0" _ 15'_0" -.__-.- 35'-0" _ ---- 1 ST. FLOOR PLAN 0 1 I/� 56'_0'• _� a a -- —_ 56'-0" _ N ii o S ¢ w 5 i -- w W - Z W W ° ❑ Q Z J w W ?'-4" o LU 5 i coFn W W J m O a D f W O 0 m \ W z w 65 c� \ m I � N yy ��yy ro ffill L�LJ,IJ_LIJi �y 0j if] ti N w N N 2" a w 3— G'm m -d LL CLOSET �. •01 -I m Ill 11 � I tl i � 1111 0 z c o fi'-10" �- 0 N 0 �� M F. NOTE. - ROOM TO REMAIN AS n - STORAGEONLY !!. u osFt NOT INTENDED 70 BE USEIS AGFOR AN OTHER PURPOSE EXCEPT FOR o W Q7 - fct F= 0 LidLd Z = U o o U m U) Q I of L) Of LLLJ O z o �] o 14'-8" •m � - I (s7 i-a/axa. s%2 LVL iIEAOER �EOF NEWZ, 1 � �i�J_lW�����IIII+IIIII /,gyp ,. • nEEq� o u L1ll LMJJ L�LI I �1 inF��� LLLIIL I� \ 11• -6.. — — 72,-8�. 'l / � �P�' orf/ ��n p (R) r-3/4xa-n/LEVE nenoru ryrye�,�—� �piiiini io ii _ ` xLy 'Vp� p`L rC2 � _�JLLL�IL1LoHREiosso ��� I IJ-L�J�L��-��111�11111 � io F'n � I ��I i�I�W1JJIJJ-1J� � � ia�e i �I� �ioq��� �. 3._6.. 12• 3,• 35'-°" 2ND . FLOOR PLAN LL 0 w c7 ¢ a 0 m � Q v x p til r � z a z \ o m o 0 \ \ Y \ n w \ U \ \ v z W 0 Q Z \; W U) �v 12 V�<„ 7WdWO p > T- M C) W7 � ED -J Co Q 12 \°" v CON I m p / 110nET O aioGEI TO rasT OVER Ft he \� N \ U iv1 aiocF_ 12 LL e� a ht 0it r 2 q V O z \tri. \ 2 12 \ En TJ \ \ U i xxau xaaR M,^� V y Imo% ��IIII���991 7 ROOF LAYOUT N 0 w m a 2 m 9 Q N N V N O z_ Q m J W LU Z ❑ f1J ❑ ❑ pW V W > z 02 - -- - -- - - -- - -_-_- of W 0 - - , rte pQ7 W .WJ � - i U U - - U m ■ ® _ _ —� - FTI x RFFFP] LY a IIJ- EF im in I_ - I I - FT �= !h i ii i� giF!, rlrTr� -7 rurb� I V I I I I I I I I i Cir L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -y- 1 - O FRONT CN 0 W Ile0 a o z m � a cl N �- � d (D ¢ m z Q Z S J W ❑ cn ❑ ❑ LU U Z W } W > Z � Q W ) > © U) W w J O > �I IS- _ - - _-__ __ _ 2 W !y. � Qo w -Jcf) II — 71 [ L-SIT - — — _ im I ~ Q IL O fLL,LT el __ x 0 1 Pill FT I_J IJ I i I �L II F - = T - _ _ nLP,- — — - — _ - W4 - - ii .u riT- j_�ri.t=riemei-�- -- 0 11 11 11 I � z - T - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -� - - �i REARw r yz to W a a z N V N c �} Z a Z Ww S a r a o uvi o 0 w U Z LLI U.I > Z oa W03: 0 5 U) W J C D af - 0 0 1— UJ CK <( O O � J (J -- _ � m � eo _ � N _ h F-77- ix LL _ _ 0 L EDO - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - ______- - -LEFT =_ - - - - - - - - - - __ _ __ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - W r� � tl LL 0 w U a z m � a a a n1 U `2 d V r L' z_ Q m Z S Q F 3 ❑ U O ❑ w O zw } W > Z 9 < W U) � ❑ U) ui _ ::) W - O - - - -r IF-- - - - - U I � I E,- _ LT LT I 1+, i II1 II II m 0 iL — m -1� - - I1L� JI_I-I II I _ ~ N N - _ - - - - a �■ ITI IT N 1II Eq© CS I1I r I- - -- x N —.--- - - - - __ - - '2 i L F ____ m _ __ m J1l-IL II SrLIIr �FI-11 I � Z Ll _ I II�ir r — — — riz�L I�L�rL _ r T1rJ = T L rI I 1-I--1 ITl�1 r- _ � r T'-L L JLri LL N FI II � � I o - - - - - - - - - - -Ir - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - ` - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT w - - - - - - - FU 0 x y 4:� 1Rc `AVS A/ _ ! TOM 7 O W a a FLOOD LONE CONSTRUCTION —_1 AS BILINE VENT PER N.Y,S. RES- GODE R321 z ON o Q Job 00 FLOOD VENT BLOCK OR POURED - - - VA yr VO IONS ROOF / -. - INSTALLATION INSTRUCT ROOFINGASPHALT ED 16 1/'I" I?OH6rl LPI NIFID 1E� FELT ENDERLAAENI U` ¢I nl ILRNATE SIN P FAIIJOND IAlIEF1011 -� / X FAST - y _ ai W '2' 4-PCi FIR LD% SH - i ISAAC nN s Ls ^ . DOGu� p ^ - xARR (-IT.0c /ter - - - ¢ r- ILp !Y uu1DVID " uHHHEDlllu CHNAIF �IIIr- f� - o v NAJL 15 1111/4 OPEN '"� �' � " � nLII NNnIF --- I r /iXln 6011 Fl@ TIE ®1n"OC EYE `,IRMS II /� _ T •" ' DCI llnbu vinH im _I uV _ _ rRUW Ali[, wraTHFRSTRP FOR ^ - V. �_ _J i� _- •F �1V, AIVU R SWGP DOOR ❑ 1 ; 61-�. - �� .rraTM 'I ;P -- r nHsiDRAr,F DDnR _ OIIPI uc IY IPI' OPEN �F - --I - ��¶��_ _ 1_ DID FLOOR ' IwFwrlHEr�SloRnce Roots —�� - _ \ T- LU 6_ I/9• RODGH� n I/E PIRO _ - U DPI NIND 16 1/4 Vl10F "� rSPH6 Z _ R6vFlrn DFRI .ALIT w' I No urll Trl nNde - - --- — rnT umpFRlAmin� o � W u,r IT IF - I" � } �. DPFry nvFl • �� "n m Va" DrlM 112" FE 1 oc _( 0 -FRAME rR-/ .a6 siLms vnm DC NOTE-- 'A'- - nPIN "' I - I'„ Rig uvsILATION ROOM TO- REMAIN AS STORAGE ONLY[I1 _ '��' 0 LLI i ^" (IIVINO AREAS) Ark :DN Mnvoa orFly Ixnnlr _ NOT INTENDED TO 6E USED FOR ANY � _ _ .5 w � S OTHER PURPOSE EXCEPT STORAGE O F— I RAMP ° , HOTIIM ',IP,AP` .,` 0 9EHIPIG WnIL ,rknI rRNIHINu 11 OR A :m - cnnl HE eeowrN RFr MAX • • "� �,�� � -- 2 LLl � A 9HdJ m AALIn �.J Rm.. 3/-I" SUR FLOUR OVER BPILS 11-7/R VVool�1 416"06 - d W n LiLLLLQ .J CO oHSTRuc Mono, I� � �—_� _ EXTERIOR VIEW FINAL GRADE II -� _ GARAGF EXT WAu 45 MIN SO DOOR -- SIDE SECTION VIEW _ - °--- ' - 'r,4 snbD, aulo"Dc \ W/ a.c HINGF, — , ,TEEL JAMB Inllr lF r`nnll nI n11 I1� „`jl" ndo 6v rl-I�.I^ mein rniyn "P�rn�V r"r nen rnr; (I nnnr mm, I nmrJ -_ _ __ - __ _ / T PF-x m Pon 1_T' nnvr Onisn d 9rndc. a 1- -- FR 'S/R ON rnoue:u. will Iruc4nus one nen�l'�mma Inns so ) I uoP': nl an on,I slrl In Ire rnr unI Irtim Poimrd =ntl SLOPE"n.r PER FOOT PI1eH TO DRAIN - srpm °�•" WA LG S, 6EnNG I�- ' n J,ni bairn Ir;mn (nvn uP;id- nnwn. lolol^ nntmrn N Hmn nulwnm orad click eul oaf ..mb.1 mu 1 IorMI lwo slr.,n; rola Iwo nip .rn. N ulr is m horn" Irnm fair mG'l pua)nn,, I,.-ln Toru::nn nor bel =lobs, RNI r PUSH A Rnrs Oxr COCK INTO El:Drar `"ruts SlrnPr. snnW�f�nuwnrnl lip'- r^Innng uP PLUMBING SCHEMATIC s Can, Lady v nn nPphil Lgnnd HYCI onmo uonP PHI III ,n boP 9re': :nW wnu nrn won sen - Lp home E=emtl wnu nen":: ap=rung. luno xrme ,n 1., openmp s.. nom Innes eRm Ir o,�,�rnf ,' .n p °s — NTa Sar 6 IA" li Innwgo enmr rPrnmq one m-,tui Iwo enol ,nr INorrr Iwo bar =rtc nr amts In nine Impnlml wnll 4X4 Par GI I PLATE �) L V m one pnn:n rntl north .Irn s TERMITE ',I IIND I O ro N:Ive"n Ps I' IIIIIILLL�JJIIIIIII 'h lV ] p quer[e nll alrap, hynl Ernmr anmdtl ne Ilu.n In will foe= and L CASKET h N N Ilml flJO is :rife urJ rlola a Plc[: W .limen mer one o «u a sun,snolo noir�III� r��r , nl .; Cnno I„obam Nedra L nns'Eio=w Pma ,no 1mm (-In moue, ,w,.e.7 roam, SITE urn q rl PI s on =ion nide ena min elro n rider N nom=_ ^I IM1eldoorrod= down h YnllLi,n Poe polo N roe alms 1 ineV ire 'it ll nnHnn rl fon A I n Ino Wmples 4 Lor Ire nnllnm Of rnr Jnni gran Ioal In, Nom rrinl=n Juwn IULo ILe none LFerN IImL Joul 4 INrnetl un bnlM1 sltle. M FOUNDATION ind LL RIDLF vLnl a^ conic will Y 1-T 1x14 IE'xN^ conic rIc d LVL RIDGE - V" . --- Q O SECTION B - E W '( z m n :: s- /Je1B POWs BEAM OR (4) 1-T/4°I6 VI Rm6E ol -- / \� O ---_ _ - - - / f�0 MRI I ROOF _ A_iPHALT RCIIJFIIVG 1/)"�"4- IT PLY RI CDX FSHFATHING _Dr RR Ulf, Ili W - - -_ 'X66A Pic, TO - PRST _ 1-3/1 X14 IVT RIDCF/VAI I F'/HIP �y _ RlR IN4YILALOH - I'1" UH _ -OV71P ® 0 c- 1-3/1Xi6 N I IEADFR _ OR End � z RHIGH 1 Int Iti BLVILFW 6FUAR .I1MFN o ry FFIT uXlord arNrrblED Q 1/ .HEArHmc - - l/1 9uDFwuR --� XL STUIEDiniOr,V RIP uvsum nOu N - GPIF, IIA to"o W. WDOR-I @IL"OC COVERED PORCH: _ d. nSrR B ARBARR EE - �- . p9 W ICE/WATER RIER m NG 1/1 4 PI Y FP COX CNO FEL OI JDAER 0016 SL CONNECTED I II lk {� TO FDGB W/ SLOPE IANGER3 IIGH (a IPTG N/ I/u DIA. ROI TV NEC ED '+ir }uT : IL" ONIdFC 4p '� _EDGE ,COTe HC CONNECTED - o - Rt1P DeCI G IG LEpcER w/ JOINT HAMc6R9 - - m 2x6 LED Er 1 5"DIA-LEFo-p m d6'UC _ - - W/ 1/'- DIA RUI TS Wlf OpEIouOF (2) 9%IU HEADER CONNECTED TO '� r vnl6'HG 1X1 PORT - DFR WIJIVFC TFp TO 3 HIGH RAIZ IMG - 4X e P POO 5/4" CTE KING - O I" 1^" 'ON6 fTG 2%6 PIDI .11COC CONNECTED IS IEDGER W/ IN L 3'4" 5U9FI0oR 9X6 LONGER l DIA TED TO 1HOURE VOC W/ Fol DIA EPIC E CIL"OC - - VNRO 11-//0" WHHLLI-I �1G"UC Rao IN9UI ATIUN - (2) 2%IO PT GIRDER CONPIEC ITS iU 4N4 PT POET ANCHORED TO FODNDATIOUI HEIGHT TO DE ( J 1 3/4X11-7/6 = /XL PT SII I PI ALL P MA CDNC PI[F VERIFICD IN FIEIfI W/ ACCESS LVI GIRDER FI DOD PELT TO BE (' IF NFDED FUR OVERLAP SURVE>'OH / E, DG DEPT_ OPRIIPIGW/I 1' OF GRADE 1 TERMITE SHIEIp R CDNL SI AB (MIN +") F' STEEL COWMN p," CJ '.III GP^.EFT SECTION A- A = - FUIWDaTIHN W CO DO 8 HAI FOUNDATION pAIdPPRJHF EXTERIOR IL OF f.OMC FTC a m � a I III WINDOW DOOR SCHEDULE SCHEDULE EXPOSURE CATAGORY: C N a MEAN ROOF HEIGHT- 24'-9-112" z a m z LIVING SPACE (EXT. WALLS DOORS / WINDOWS): WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL o o NEGRESS GLAZING UNIT AREA MIN DP MIN.DP MANUFAC111RE CATALOGUE NUMB[0. DESCRIPTION 5F S.F N'VALUE SF IST.FL QTY 2ND FL IFFYZONEi 20NE5 UNIT D.P NOIES FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT, 35') ANDERSEN TW20210 DEL HANG 23 -0B 0.39 6.6 2 40 5U 50 USE DESIGN-PRESSURE UPGR24DE MODEL ANDERSEN TW3052 DN.HUNG 6.9 126 039 ll1 4 40 511 50 USE DESIGN PRESSURE MPGR/ADE MODEL W U ANDERSEN ]BAUBLE DDI..HUNG 59 118 0.39 150 4 10 45 50 USE DESIGN-PRESSURE UPGRADE MODEL z W ANDE0.SF�IJ 1=146-2 DBL.HUNG 5.9 JU.B 0.39 ISD 3 40 45 SU USE DEdGN-PRESSURE UPGRMDE-MODEL SHUTTER ASSEMBLY C � � 'n < Z NTS FOR PANEL SPANS: �� 7 � W ANDERSEN TWTFDHP5652-I W30 COMBO 0 < 4'0 WIDE SPAN .'��\ ^ > 0 TW3052 DBL HUNG fig 126 Ula 1).1 2 45 50 USE DFSIGN-PRESSURE UPGRADE MODEL 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD \� W X onvs6sx PICTURE wlrvoow 240 0.33 303 1 35 so (OVERLAP AROUND OPENINGS 4") 0 Q :D ASSEMBLY- 2 WBU [D ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ U #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 0 ANDERSEN DHP30S)-OUST.ARCH-DHP3052 COMBO WOOD SCREW @ 16" O.C. DHP302 PICTURE WINDOW 130 033 12.0 2 45 5D ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING SHOULDER HEIGkfTTOMATCH OHP 52 UNIT CUSTOMEQUAL LEG CUSTOMARCH WINDOW 29.1 0.21 319 MACHINE BOLT 1 l5 65 #IC TEE RUTS ATTACHED TO BLDG. W/ #10 12" O.C. ( W/ WASHERS) 0 WIDTH TO MAI CH DHP56 UNIT � v � ANDER54N OHP110310 PICNIEE WINDOW 156 0.33 201 1 40 50 MUSE HAVETEMPERED GLAZING \\ N N N F � m ANDERSEN PAIiICIFlL CORD-0VER- M1VID52 COMBO M� � b TO MATCH TW3D WIDTH PART CORD WINDOW 7 B 033 93 2 50 55 LL fw30s2 DBL HUNG 69 126 039 121 2 15 50 051;DESIGN-PRF-SSURE UPGRADE MODEL '9 Y E1 \ K }i m ANDERSEN JI 01 wlrvoow 3.2 0.30 5.5 3 so 65 1I r x wz 1.j 11 MULTIPLE SECTION ASSEMBLY_ 0 1/4" THICK DOI TS ED 7' Or, m ANDERSEN MH31611S FRENCH STAT.DOOR 115 0.33 20.6 2 2 40 60 11 1, Il'�\\ m ANDERSMV IWH6U611AP/PA FRENCH DOOR 349 229 0.33 PER 1 1 40 MI �- 1"j \ \ THEPMAT�EU 1/0­])D1/0%6/9SETUP: 520 I/0X6/3 SIDELIGHT 2.0 0.22 77 2 50 65 SHUTTER ASSEMBLY 1I 11I \ 11 S/30 3/UX6/8 ENTRY DDDR 20.0 0.16 210 1 40 LS FOR PANEL SPAN' 1 11 I1 - - 4' OR WIDER SPAN STORAGE / GARAGE / NEISC: 23/32" APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD \ La;' I _. (OVERLAP AROUND OPENINGS 4") 1 1 'I � EGRESS GLAZING UNITAREA MIN D.P. MIN OP \y 17. Ty1 MANUFACIDRE CATALOGUE NUMBER DESCRIPTION S.F. S.F. SF IST 1=L QTY 2ND R.FLY, ZONE4 ZONES UNIT OP NOTES 2X4 STRONG-BACKS 0 24" OC 11 11 ANDERSEN TW3052 DBL HUNG 69 12.6 121 L 40 45 ti0 USE DESIGN PRESSURE UPGRADE MODEL ASSEMBLY. \\II U DB TW ANDMlS1). PREASSEMBLE PLYWOOD IC 2,,TS # 10 (w/ WASHERS) GALVINIZED OR .1 ry u PAJ l0g6 " L HUNG 5.9 10.8 15.0 1 9S SU USE DFSIGN-PRESSURE UPGRADE MODEL 1 I`-�1 STAINLESS L' rr--�� S STEEL W000 SCREW C 12" O. ANDERSEN 1WIM&2 ONE.HUNG 5.9 10.8 15.0 2 45 50 USE DEIGN-PRESSURE UPGRADE MODEL 2). ATTACHING STP.UCTURAL PANEL: FASTEN TO BUILDING w/ \� I�r #10 (w/ WASHERS) GALVIN17ED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. x O e/axe/o ovemEAO Dooa 6ao 7s ME 2 4D 40 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT © 12" O.C. W ALTERNATIVE FOR OPENING PROTECTION 0 TABLE 1609.1 4 FSi WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASINER SPACIPIO (INCHES) FASTNER PANEL SPAN 2FEET,PANEL 9FEET,PANEL 6FEET,PANEL TYPE <2 FEET SPAN 14 FEET SPAN,6FEET SPAN,8FEET 2-112"86 16 ifi 12 9 WOOD SCREWS 2-112#8 16 15 16 12 WOOD SCREWS WOOD STRUCTURAL_ PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECU f TO COVER GLAZED 'c_ OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.14, 1609.015 AND TABLE 1609.14) 1 0 w C7 a WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Dl o a ui USE THE FOLLOWING APPROVED USED METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. N n CA p V ED KING sTU05 / �.\ .. ,�\ jam• G ~ K r+ ENOWALL RATHER WALL � \\_= BOTTOM PLATE O v "i/� / O 0 0 CRIPPLE STUD III{111�IIT// RIDGE \ LEDGER yry� \\ BATHTUB HEADER \ �.IIIIL / \ DOUBLE JOIST j w slDewuL ZJACK STUDS FLUOR USP NUMBER M.-F APPL ICpTION \ III \J \ LLl z IST ApsS CbRNECTTOISOE OF ALLCORNF.RS TOFOWVDATIONWIANCHORBOLTS BATI'I/sPATUBS TO HAVE ADOUBLC-FLUOR JOISTS UNDC-R FOR ADDEDGUPPORTCONNECT TO 151DE DF ALL CORNERS ON LaCATION USP NUMBER oC-Sfl31PT19N APPIKATION LOCATION USV NUMBER DESCRIPTION APPLICATION RAFTfif3512E USP NUMBER BESCBIP➢ONICATION SUPoZORT E0.CH WALL RUNNINGPARALLEL WITH THE FLUOR BOTHBOT PLATEDF 2N UROOR ANp TOP ORT EA IH WALL RUNNING JOINTS UNpIT WALL LLI UD 2N0 AD55 ALL OPENINGS LSl Al2 1-IIM1'x l3"20pa BTRPP APPLY IOEALH IACKSI UII ROOF LGIAb{ 1-t14"Y24"209a 51RAP APPLY OVER ROGETO EACH RAFI ER 2x6-2xP 1526- ISga.BLOPEFIANGER APPLY iO GALH RAFTF.RI LEDGER fORJDIST NUTDUfECTLY UNDC-R PPJ3ALLC-L WALLS,PROVIDE (q IJU PLATES OF I ST FLOOR CONNECT THROUGH _ TI IEFLOORSTO FAGH OTHER WILD READER ROD ALL OPENINGS RT3 OR RP TYO�WN ANCHOR PPPLV TO[ACR GRIPPE[-STUD 2XI0 152111 iBga.SLOPE HANGER APPLYTO EACH RAITEI3I LEDGER BLOCKING Q2A"OC O WALT STUD, ` \ THRWGH-ROOF EXHAUST O Q j \,`\ VENTS SELECTED AND (((��� I� J /\\ LOCATED BY CONTRACTOR `\ W O METAL STRAP I \ \� W J (n CRICKET ATTOP-SIDE OF VENTILATED CHANNEL \ � ♦) RIM BOARD /CHIMNEY RATHER— �O \ ARREQUIRED \ r, V SILL PLLTkfs) _ RAFTERS MAIrviAIN I\ V WALL BFIEATHING \ \ / _ VEMILATION WOOD JOIST—IIEJ \ � - - /SOF.WNJ.FLASHING BLOCKING \ FOUNOAIIOIV - - " - �� TOP PLATE f(,J ,�II1I 2xA LEDGER 9LOCKING \�ly - - - - - - RNISHWALLANUMDIS(URE /" \ p .4 SOFFIT JOIST \ `l-' B] STAPLING TO BE ATTACHED TO WALL STUDS @4F CC \ BARRIER TO LAP FLASHING JII'I ATTIC SHALL BE PROVIDED WITH A FASCIA AT WALL-MAINTAIN GAPMINIMUM N AND ALL WINDOWADOOR OPENING JACKSWDO /�' BEPNEENWALLANISHAND �� I NOTILSSIHANE1,00FTHE ARE OF - GUTTER �T �\ IPyyl`IryVlgl,(I,// TION `\ / / ROOFING TO AVOID SOAKING WALL SIUO- -U NOT LESSIHANll160OF ALLOPEAOF AN DGIRDER -� FLOURJDIST pEPT1i USE NU1dBER DESCRIPPON APPLICATION THE SPACE VENTILATED ALL OPENINGS INSTALLNIS"0C �,- � - 51{ALL BE COVERED WITH CORROSION- CONLIIN SCREENED VENT r LBTA26 1-ild"x247PIJ STRAP AND JACK STUDS / << RESISTANT METAL MESH WITH INESH 1 GRATIN SOFFIT/EXT PLYWOOD „t N ON ALL OPENINGS \J \�`\ / PROVIDE HEMMED EDGE AT OPEIVINGB OF'61NCI{IN DIMENSION O m INBTALL 49"O.0 Ill FLASHIINGHOFORM CNANNE LOCATION USP NUMBER DESCRIPfIOIJ MPLICAfION SOFFITED SAVE \ ANDSDAST➢MMNTAINAIR CDNNECTTO tl"-IN" LSTA30 I-0Id"e3V 18pa STRAP ANUJACN5N05 - I- N ON ALL OPENINGS \� � CAP TO PREVENT CAPILI ANY A"-6"RAFIER RT10 1(F]IA"x lSga IYOOWN ANCHOR EACH RAPTGR PROVIDE BLOCKING BE TON THAT ARE SPICED AND N N INSTALLI'0"OC ! \ \ ACTION - - - - - - CONNECTTO ROOF VENTILATION [ OVER BEARING WALLv^AND HEADERS F T fA•-16" LSTAl6 1411"x36' 18, STMP AND JACK STUDS B'-12'RAf-TGR RT30 2I-1Itl"x20ga T1'OOWN ANCHOR EACH RATHER r M ON ALL OPENINGS / '' KEEP ROOFING NAILS OUT --- SOFF TED PAVE DETAIL fD Ae OFFLASHING 2Na FLUOR WALL \ \ , \ \ \ ~ ly FFROOFING APS BASE TLASHINGA INCHES \ RAFTER '\ H\�\ BASE FLASHING WRAPS CORNERS, /� \ RIDGE CAP Of-SAM[ EXTENDS UNDER SHINGLES AT \ / MATERIAL AS ROOFING iy \ \\ SIDES41 MESANDLAPs x f%/f/ \ NAILEDTOSREATHING lj UO BHINGLES AT BABE MIN FINCHES n \ /// \\ THRUBGH VENT IIS\\\\�� \�yAjI S LED UOw WOOD.IOIST \ ^I K Z T p EV r7 Z OIRDFWHCAULA J A\ M SIDE WALL FLASHING " - - lu FLOOR WALL STAPLING TO BE ATTACHEDTO WALL STUDS@NWOC WOOD JOIST ANDALL WINDDW/ODOR OPENINGJACK STUDS METAL FLASHING AT ALL FAVFS,SIDEWALLS, WALL STUD _ \ \`I' FLOOR.IOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ADD RAKES --PROVIDE HEMMED EDGES AD RAFTERS' \\ NBTALLI'0"OC AS TO FORM DRAINAGE CHANNELS AND 4"-B" ISTA:16 1-I14'Y16"iBga STRAP ANO,ACKICUD5 PRC-VENT CAPILLARY ACTION IACATION USPNUMBFR DGSCRIPTIGN APPLICATION PRE MANUFACTURED __ _ KEEP SHfeA1111NGMIN I-112" ALL JOISTS CONNECTED TOAfLBAR HEADC-RTD BE SUPPORTED WRFI + ON ALLH]PCNINGS CONNECTEACH RIDCEVENTGOLDS FROM PEAK TO ALLOW FREE THE PROPER STGEL CONNECTOR _ _ - RAFIERIPLpTE RH6 HYpOWM ANC11 R MfTEN TD PLA TE OVER RIDGE TO AIRPASSAGE IF ABL SET FIR JOISTS AFROX. 112"HIGHER THAN LVL HEWERS INSTALLd'0"OC _ _ _ _ __ E. CONFORM TO SLOPE_ H'-15" MSTAifl 1-114.4.'16ga STRAP ON CONNECT OVER TO ALLOW FOR SHRINKAGE SREDUCG BUMP OUTS ON ALL OPENINGS PLATGIWALL SPhid STUD PLATE A/NCH�UI3 PLATES TO EACH STUD OFROOF (JBL SILLPLATF /N / - TERMITE SHIELD �-SUL'FLOOR SILL GASKET / � WOOD JOISTS Un L.N. NFOPRE SLAB / GASNETIVE \ J`DlRl W TYP [DNC FOUNDATION ( A 6 B. POLY exnLiCo fo STORE WSEEM OWIHHLATE DAMPgROOF E%(PRIOR / V / d --- /' 10 " DIA. BOLTS u . OMIL POLY ON EXTERIOR GfiANUL FILL. y STEEL COLUMN IB"a w STAc.. �i fl < ROOF JACK T' STEEL E)64M W GONG MAR — L p a i A" x D IXEV COMPACT FILL / U FIAT AINESOTToM PLATE L c ROOFING LAPSFLASrj WITH Iq" x b` ANCHOR HOLT /y �l �'I SIDES AND T I„•1 KEYWAYFDOTING o, �'n .p [ LONG FTG p .°Cp [o USE WITH 0z35DWRE WP5HER15 SOPS AND TOP I/2"GROUT ANCHOR BOLT CONNECTION (LISP LBPS6B OR BPSB37 17— O __ 3"STEEL COLUMN p`fC (REINFORCING BAR FOUNDATION 5IE"CIA ANCHOR BOLT " �. ANCHOR BOL F COIVNECI ION _ l 10 KIPS) O GRAINTILE C SUPPORTING MAXI1Al1W SPACING ROOFING _ SILL PLATE TO FOUNDATI ON ROOFING AT BOTTOM ICHAWL SPACE OR FOUNDATION I STORY ]2"OC SILL PLATE TOFOUNDATION TYPICAL BEAM DETAIL kH TYPICAL COAD FOUNDATIORAPPlYPHASTERS MIN 3"STEEL COLUMN ANCHORED TO 24"x2P'x12"GONG TO CRAWL SPACE OR FOUNDATON 25TORICS _ OV STEEL [ BOTTOM BEARING `<! WHERE NEEDED FOR STRUCTURAL TRANSG WALL BOTTOM PI ATE TO FOUNDATION y2 STORIES sl"Oc ROOF JACKS < VENTS DETAIL I�GI SIAB-DIV-GRADE / s OR V /\ BOND DOORFRAME SLAB G ,t 10WWM COMPARAGE O JO 1�/ (O ' WMPACT FILL. DOOR ORBLOCKOIfT FAT I BEAM f � OR➢LA Q SLAB _ SLOPE -� W / PT PLATE ACE \• W/ 6X6 WHH 4"PRIVJ311AY-� NOTHANA TANDADJUSi HEIGHT ' �ry V2"AIRSPACE \ e A T I/2! (WITH ANAILINGPLATE IP NEEDN " AT END AND e" 'tee TO BE MROY il2'ORIIIGIIER TI(API � / 1.G'epES OF Wp00 x _ e 0 STEEL BEAM TO ALLOWFOR SHRININGE V GRADE A ---v --- - r----- / BEAMS \ n_ - (PROVIDE STRAPPING TO KEEP JOISTS ALIGN ED) '-1 U. 0 .f'A C'. __ ____ 6x6 Ww.M —_ – �_ - -a "' –.�'""-`1 –� A •u.'e a= – fL MIN. TO A A Q' Av % NOTDH BEAM FOR MURILL IF REQUIRED-MAXIMUM _'•L u „' b - SUBFLOOR `ll a RE114FORC114C BAR \' IJOTCH EgUAL51R,DEPTH OFTIEAM 1a o p ax 11-II IOIST x' e " tREINFORCING BAR _ DRAINTILE J---Y SHEET METAL 13NI FELT UNDER BEAM AT POINT ILII °/I'n e' .e - _ 12' \ OFCONTACT WITH CONCRETE OR..NC BLOC(( STI. _ iT�Tui_ IIII�I1 STEEL BEAM PLAI G(BULTP TO BEAM) TYPICALCO�C MONOIITHICFOUNDATION REINFORCE WITH(2)l REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS SHIMS TO LI=�LBEAM ���� REINFORCE FOOTING WITH(2)flM1 REIN(ORCINGBARS \\;1•MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR $LOCSKOUT LL O BEAM POCKET w c7 a WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Q m T 115E THE FOLLOWING OR APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANDFACTIJRES RECOMMENDED IHISTALLATION INSTRUCTIONS, TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 'o' R, N 11 Go M / CC CC / \ KING STUDS P O ^\ CD Q ` m/ Z 4"DIA MA%IMUM l W W RAFTER s, •\ r\, •`. CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA of V\ LEDGER J' I \ GROVNp WINO SFJSIdIL FROST WINTER ILEUP" N RIDGE JAI ` HEADER \\ 6NDW SPEED pE61GN WEATFIERING LINE TERRIRE DELAY DESIGN VNOERLAYMENT FLOOD \ LOAD IIRpR) CATEGORY llEPTH iENP RGppIREp 41ALiR05 � r 16 LB6 12p B SEVCRE 3FT MO FIEAVY MOOERAT� 11 Yr RAFTER (1 Yr \ \ \\ `• JACK STUDS W C RRAUER-TO-LEDGER CONNECTION Z RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG USING ill°CIA BOLTS 01 FOC WOR I WASHERS HEADER-TO-POST/STUDCONNE TION W } C DECK AND COVERED PORCH NOTES: p Q Z RAFTF-RS2E VSPNUMBER DESCRIPTION APPLICATION LOCATON USPNIIMBER pESCNIPTION APPLICATION STAIR RAILING LOCATION USPNVMBEN DESCRIPTION APPLNdzICATION 2xG-]xp L525 15ga ELO PE HANGER APPLY TO EACH RAFTERILC-DGGRI ALL OPENINGS LSTg12 1-1/4"x12"2pga STRAP APPLYTD X1ACK STVp 1) Unles.olM1erv.Reno[atl,allhpming mal be flt ACeeson, re Vvatetl lunNer w U) nu laaienera.pansersaw a,abnr6mhe s+I IIIto arelalGO p@el W •/J ❑ ROOF LSTA2A 14P1"ss2A"2pga STkAP APPLYOVERFAMGETO EACH RAFT ER YX1B LSPip 199a.ELOPE HANGER APPLYID EgcH RARERI LEDGERI ALLOPENINGS RT30RRP TYDOWNANCHOR APPLYT -A Ip - TUD N 1-1It"SPACE G) Gleds Irtl rads fed eded,dlda l ha lddUEd'M1metlwOhtl to eaeh paGar Pler wllb waehers and DOS w W O MINIMUM \ pars proper aleol cdnner.bpa antlurttl o L 2 1 \ Inlomnrseld wllM1aminlmum 112"dlaxT'Idnp anr.hmholi wllh washers antl nine N d)Posts auppgting pvders shall ba arrthuep lvaminlmum i2"x12°xl2"tlrmlr cvnvvle W LL HANDRMLS RAFTER Q / he I1UA nw pralilmum ill"tlla x]"loop ascbdr hsl[w111 AsWma and sup:Fodosgs Shell (] w }"1 RAFTER \\ • � r O r) Cook lmslamhmro bmcwnp al p'nee 2 s 5)FlasMml shell be Installvtl heRVeon the bmlpldy endleager lnppinllup lheeM1ea@Inp (�• ^rNnd, ibdletlper Letlperio be(aaL ned[u lull tlln9 wlilr fl2"tlra.bnllswRh washery '^ otlseta ate do v! \1� TDP PLATE /. NI POST Q / TOPPLATE \rLnY fit LoncidW purrs aM1all hd anrinlnmm 6'ahmegrade ldr pLtler auppdrL BALUSTERS WALL STUD / \ T) Al lige to he eoppdued with Moose and@OGIrm Each JAS(Nisl also beanchvrea Ip OPEN CIAWSTER ATTACHED TO WALL WALL STUD RIMAGECKJOR / Uldhil (sl O Q \ B) Cvveretl Rvvh shall by assembletl antl enehmvtl tlm some mensal as a rypeal 6dAtlrn9 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGM RAFTER TG P-'gTE/STUD CONNECTION FALL CATION VSPNVMHER OEBCRIPTION APPLICATION 1p OFTHESTAIRE HANDGRIP PORTION OFALL HANDRAILS LOCATION VSPNUM6ER BESCRIfTIDN APPLICATION N SHALL NOT BE LC-SS THAN I-IN'NOR MORE THAN Y'IN - ERIPLATF RTiG TYpOWN ANCHOR WNNECT EACFI "-6'RAFTEA SIR tOFJAVI , TYUOWN ANCHOR C..INECT TD RAFTER RT.Pum ? m craOss srcrlOrvAL DIMENSION Ora THE SHAPE sepu EACH RAFTER -- - — -- POST-TO-DECK CONNECTION NAILIING SCHEDULE CONNECT-OVER r— N ps PROVIDC-NV EgUIVAL@IVT GRIPPING SURFACE --- TEIWALL FLUSH STUD PLATE ANCI OR USE MIN 2 112-CIA GALV BOLTS NAhI WASHERS ABU NUTS w N B'-1T RAFTER RTIC 21 116'.2 TYDOWN ANCHOR CONNECT rO PLATGS TD EACH STUD ( R OF SHEATHING: 1~— O1 EACH RAFTER \ \ \ JOINT DEGCRIPTIDN DAN SPACIVpTE5 NO r2 { x 4-MAY STRUCTURAL PNJEL pp AS PER TABLE 3 rf a WFOM- a"CTA MAXIMUM J\ SBC LL GI11DERIHEADER GIRDER/HEADER-- ROOF FRAMING: JD16T JOINT DEscRIPTIDN NAIL NAIL NOTE& S W m E POST/CCLUMN OTY 6PgclflG 1— US o \ FA ED TO WINALL bhp COMMON EACH TOE-NAIL POSTMOULUMN IOP PLA TE 10'WALL 4Ata COMMON MFT6R O N CEILING JOIST B'WALL 3-NI COMMON EACH Z // TO 1DPPLATH 1PWALL dAa COMMON JOIBI TOENAIL M GIRDER/HEADER / \ CEILING JOIST IO AS PER TAOLF 3r EACH FACE PARALLEL RAFTER STEMM-65c LqP NAIL -- /� POST-LO-GIRDER/HEADER CONNECTION CEILING JOURI LAPS AS PER.TABLE 3r MCH rr-acE OVER PARTION WFCM-SSC LAP _ NAIL_ / LOCATION UBP NUMBER DESCRIpIION pPPLILAN dCd CUSARLK qs FCM-SLE 36 EACH FACE DECK/PORCH RAILINCx SPLICED JOISTS OVER -IEADERIGIRDERixd spupcpwrvlN Paslnlreseln lkGl Posr cnF ANCHOR APPn TD MCH CDTuMN TD RarIfR _ LrpFCM-slat END NmL LOCATION USP NVMBER DESCIRPDON ADIS ICA IION Gx65OL1OLOLUMN I'BS66I PJ35E56I KLG6 POST GAP ANCHOR MPLVTOB.CACOWMN BLOCKING Z-Etl COMMON EACH TOE HDupw cbwMN SiMp5ON5TRR1(t— c ANc OR dP POST-TO-GIRDER/HEADER CONNECTION _ iO RAFreR _ elvD NaL JOIST TO GIRDGRPIEADER RT10 TYpOWNgNCHOR CpNNGCi TO EACI LIOISI USEMIN (2)11'2"OIAGgLV BOL113WITHWASHERSANDNV75 RIM DOAI20EACH END TO NAFTEI3 2-16tl COMMON 1=ND NAIL UNDISTURBED SOIL BIRDS j/ WALL FRAMING: FOR.. PLASTIC NIOCnv ON .IOINT pEscRlPrloN Na1L - NAIL NprEs W UNOISTURBEp SOIL(ORGANICS REMOVED) OTY SPACING \ EVGL TOP PI ATE TO WOOD JOIST LBASE C PER\ •J/ \ y1V� FIT CONSTRUCTION RISE AND PLUMB IOP PLATE 2- tl LOIAMON FOCI FACE NgII, z \ ILII BRACE TURF IOP PLATES AI d-1D COMMON JOINTS FACE U LEDGER —Q \\\YYYJJJ // It T ADSBRACE PER MANUFACTURES' INTERSECTIONS EASIDE NAIL WDOU DIST GIRDC-RIHEADER \ /A �\ STUD TO E.ifid COMMON 2d" FACE (� `I CONCRETE PIE 6TUD O,c rygIT r� n WOOD JOIST / \ III= JIT -- I)�II--- ) =111_111= HSAUCR TO 16tl COMMON 1fi"Dc FACE z \ - g „111=111'—,111=111;-111=111 n - HEADER ALONG EUGEs NAIL .'P TOP DR eUiI OM 2-1Gd COMMON PER 2x4 BIU0 -ND Or FLUSH JOISTS WITH HEADER/GIRDER PLaTE T➢smD 6-16a caMMON PSR 2xfi sTun NAIL CEILING JOIST TO BLDG CONNECTION ORJOB PLATh TO I'ER Q ALL JOISTS CONNECTED STELUSH CONNECEADER TOTOR- BE SUPPORTED WITH FLOOR JOTS T BAND JOl5i,2-15J COMMON FOOT FACE.NAIL LEDGER TO BE CONNECTED T➢HLDG_USING iIl"DIA BOLTS�1b"OC WITH WASHERS THE PROPER STEEL CONNECTOR (jFwTJRBED / POOR SOIL HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING w IF ABLE,SET FIR JOISTS APROX tIA"HIGIHER THAN LVL HEADERS LOCATION llSP NUMBER DESCRIPTION APPLICATIQN TO ALLOW FOR SHRINKAGE, LAV4-6"LAYER OF CRUSHED STONE OR (2)pGAMS PAUM OR WEM PO ST I B1ZW— CHOR APPLY TO EACH P112R GRAVEL LEV1.8 EL ANDCOMPACTBYHAND 3)3EAMS PAU660RWE66POST/BEAMANCHOR APPLY TOEAGFIPIER W LAY PLASTIC MSE_ON CDMPFlCT@GRAVEL FLAsllmcrucKEpuNDeR LEVEL BASE DECK FRAMING: SOPPIECE OFSIDINGAND ` 1 IT CONSTRUCTION TUBE AND PLUMB O LAPPED OVER FIRST CONTIN '�'l'\xr BRACE TUBE NA JOINT pH6CRIPTILIN L NAIL NATES PIECE OF SIDING BELOW 1 q GILL AS PGR MANUFACTURES'IIVSTRUCTIONS _ OTY. SPACING__ FrV JOISTTO ( Bp COMMON DER TOE W 112"DIA R LAG BOLTS WIWASHERS _ SILL TOP PLATE OR GIRDER JOIST NAIL CDNNECTEO TO BLDG @16'CC, N` — =111= = 1=1L_=1 == D WDOTJUST 2-&ICONMON E ID[ O JOIST AGH POST LND NNL BLOCKING 2-0tl WM1IMON LEgCNpH IDC rOJOIST NgIL CLOSINGBLOCKINGID FLOOR FRAMING \ SILL OR TOP PLATE 3-I6a COMMON .JOISTS CONIC PIER D. EACH rvmE p16FOOT 51"SIErYS FopTING GCRH �� in LL'DGER STRIP 3-1Ga[ ON EACH FACE Q �Jjl/�� IN ACCORDANCE WITH SECTION 10111 OF N YS RESIDENTIAL CODE TI 115 DESIGN 12x12°12 Tp BWW' JOIST NAIL BLOCKING FOR WOOD GIRDER 'l yN—F) /\ COMPLIES WITH THE IN THE CODE AND TI IF MATERIAL OFFERED IS CONCRETE FOOTING JOIST UN LEDGER 3- PER i0E •.101ST HANGER l�lTly/% \ IBEAUCNT _Tl; E Bp CO MO JOIST NAIL, LAG BOLTS AT EAST THE EgUIV'ODE IN pVRABILITY qNDC-FFECTPIEIVESS OF THAT o PRESCRIBED IN CODE EN BAND JOISTT 1-lad COM ON JEST NEND AIL THE OF CODE ENFORCEMENT AND ADMINIBTRATICNH FI1VgG THIS PRODUCT I O JOIST RIM JOIST)BOA ER"DAND FOR SUBJE E IN N Y S BASED UPON HAD EMULATION SERVICE REPORT - BAND JOIST TO SPLICED GBETWEOISTS OVER HEADER/GIRDER ER"DAND supJ6CTTO THE CONDITIONS THEREIN DECK POST FTG CONNECTION &HORTOPPLAIL 2'15d COMM + IOD TOENAIL PRDVIDC-OLGCI(INGHETTNTYEN E DINANCHOSTS RS,SPICED AND LpCATION USP WJMeER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION use wlTH arm TwgwN ANc6aRs FLU POST rAuaaaRweaq PDS DESCRIPTION ANCIBOR gPPLv PEACH FOOTING - 6%6 POST PAV66 GR WE66 POSTI BGgM NVCHOR APPLV TO MCH LL O TOM af a z m P Q WIND FRAMING NOTES NAILING SCHEDULE _ PLAN CONTENTS: ro " x GENERAL NOTE" ROOF FRAMING: 1) RIDGE-TO-RAFTERASSEMBLY. - OCCUPANCY CLASSIFICATION w I-114"x 20 gauge sire hall be all air of rafters in accordance to table 34- B3 RESIDENTIAL_ o step p JOINT DESCRIPTION NAIL NAIL NOTES CELDING BSE _, RESIDENTIAL DWELLING 41 n m When a collartie is used in jaunts edge strap,the numberaf find common nails acquired QTV SPACING BUILDING HEIGHT _ _ 29'-g" Z CONSTCONSTRUCTION NOTES: .ache def he eller le need not exceetl the tabulated number of dnails In Oast ap. RAFTERTO 8-WALL:3-8d COMMON EACH TOE-NAIL W > RUCTION V IY TOP PLATE tit'WALL:4-8d COMMON RARER TOTAL 50. FT. OF CONSTRUCTION LlvIN6 SPACE 5v .career. MW&R .STOrxnae alas v..3=,cin s v TnFAI- tyj p 1) The Information within this set of consimcpon documents is related to basic design 2) RAFTER-TO-WALL ASSEMBLY' CEILING JOIST .'WALL:3-8tl COMMON EACH PRESCRIPTIVE AS PER N.Y.S- RE5IDENTIAL CONSTRUCTION CODE AND Intent and framing deters.They are Intended as a construction aid,not a substitute Lateral framing and shear well connectionsfrrafar,waling or truss to top plate shall be in TO TOP PLATE iD'WALb 4-ed COMMON JDI$T TOE-NAIL DESIGN CRITERIA TO forgermeallyaccepted good building practice and compaancewilh current New Yck accordance to bible 33 When a rafter or truss do not fall In line with studs below,rafters 19a55BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL State building codes The General Contractor is responsible for providing standard or trusses shall be attached to We wall lop plate and the wall lop plate shall be atlached to CEILING JOIST TO AS PER TABLE 37 EACH FACE _?JRAMINGELEMENT5 _ AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a pmfeessonally fnished,structurally the bo the..I].[ad wfhupfff connections.Roofs overhanging the rake aid.of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product shall be connected talk uplift annandmio In s ashirtr ith table 33c CEILING JOIST LAPS AS PER TABLE 37 EACH FACE EXT. BALCONIES 60 OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 2) The General Contractor is responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY: ATTICS w/o STORAGE meets currant federal,slate,county and local codes,ordinances and regulations,etc. Wall studs ab...nd studs below a 0oorlevel shall be attached with uplift connections In COLLAR TIE AS PER 3.4 EACH FACE 10 These Codes prsholdoonsidiel as part ofthe specifications for this building and anwidannevidhlable33b When wallsthds above do mtfallinllne wNr studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE 20 U DESIGN LOAD CALCULATIONS should be adhered to even Mtn variance with the plan studs shall be attached to a common member the floor assembly with uplift connectors in BLOCKING 2 EACH TOE (LIVE LOADS P5F) ROOF !GROUND SNOW 45 Z LLUsweardance will,table 33- TD RAFTER -ed COMMON END NAIL ROOMS !OTHER THAN 5LEEPINGJ 40 w > Z 3).Dlmensuaq. hall take recedent overscalnd drawings. RIMROARD EACH IND ROOMS 7SLEEFING) 50 n Q p 4),WALL ASSEMBLY TO FOUNDATION: TO RAFTER ?-i6d COMMON END NAIL (DO NOT SCALE DRAWINGS). STAIRS 40 W ❑ Flrst sIcento Steel t eel ot be strapsshaeall ha tothe imumembed embedment tploto 7inchesiplatewihupllfl WALL FRAMING: LIJ 4).The design.rcohas not uction emgagedfor g with these Willens,norrsp antl assumes no fonnedorsndsllstapsrardeh5Reliw a c iimumemy block fondatios,In concrelappedlu GAURpRAILS (ANT DIRECTION) 200 fn W W O tesponsibilRy for constethods,ondmill.ng wilho....plans,no tions.,or for the plate and nailed encewon table3 WWILan area tropw.a lapel under NAIL NAIL OSU E CATAGORT C construction means,methods,techniques,sequences,or procedures,or for safety theplateand nailed In accordance sl, if he used Wh an steelstrapsarelappedunder the JOINT DESCRIPTION OTV SPADING NOTES O F > _ precautions and programs In connection with the work There are no wamanaes fora bottom plate,31nch square washes shelf usetl vath iheanhorboas Arthur hall TOP PLATE TO PER FACENAIL LOAD PATH SEE CONSTRUCTIGN ANDWIND PATH CONNECTION � W � )-- speclfie...expressed orimplledln thinner,ofThese plans. sparing is to be spaced and sizedmaccoMana t.lable3?a in adtlifion lospadng, TDP PLATE 2-16d COMMON FOOT SEE NOTE (12D0F -FOUN ATIONJ DETAIL PAGE 4 rgPTJF AL NOTE PAGE Q Q D anchor bolls are to be spaced between B-121n hes from the end of a sill plate and all NAILING SCHEDULE SEE GENERAL NOTE PAGE W 5).Refer to the Window and Doorschadule for exterior openings comers. TTERSECTIONOP PLATES 4-ifitl COMMON JOINTS FACE _ O INTERSECTIONS EA.SIDE NAIL EEGRE55 SEE FLOOR PLANS AND WINDOW SCHEDULE 6F The General Contractor is to ensure that masonry or prefabaclad fropinow meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Bad. Type m�nufadure's specifications and eppliahle codes Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior SND 2-16tl COMMON O.C. NAIL (SMOKE a 002 DETECNORSJ SEF_ FLOOR PLANS - U atlached with Bit common Falls at 6"...at the panel edges and IT oFc In the field,and U) 7) The Conefal Contractor is to consult with-the owner for all built-in items 1/2 Inch gypsum wallboard oa the Interior atlached with It cooler Rolls.17ria. stponel HEADER TO 5dCOMMON ifi"O.C. FACE TRUSS DESIGN NIA STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,chwabs,brims,etc edges and 10"o c In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 315a-b TOP OR BOTTOM 2-16d COMMON PER Zell STUD END ENE GT OA OULATIONS RESCHIECK 3.5 RELEASE I " B) Wind load requirements Shall beinownItioarrcount during construction PLATE TO STUD 3-ifid COMMON PER 2x65TUD NAIL 0 FOUNDATION NOTES: Type llexteroTh arw.Ss sh llll mea therequirementsDof Gable 315a-b limes the appropnale NS BO TOMP ATE TO PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE.1,2 IDngln ad;9sbmardfad9rs In table 316. END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA r 1J.The General Condoran trad Masan to review plans,elevations,details and notesm 4p determine Intended heights of Finished floors)above typical grade. 7L INTERIOR SHEARWALL CONNECTIONS. FLOOR FRAMING: Y h GROUND WIND SEISMIC FROST WINTER ICEGHIELD FLOOD S> `?. 2) All footing;to rest on undisturbed jvi m soil Allowable stdewall lengths pnrvlded in lable314 shall be permitted to be increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE 'DECAY DESIGN UNDERLAYMENT "] ) interior sheanvalls are used.Sheathing and canarsomes shall be in accordance with ]OMI DESCRIPTION QTY SPACING NOTES LOAp (MPH) CATEGORY DEPTH TEMP. REQUIRED HA2ARD5 F der N 2 4 4 2 and 2.2.4 mspedMely. 3) Prease 112"experslom joint material between concrete slabs and abetting JOISTTD' PER TOE ~ rn r concrete or masonry walls orcuring in eNedor9r unheated lntenor areas. SILL,TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL 45 L86. 120 B SEVERE 3FT. MODEI7ATE SLIGHT TO 11 AfW1E f r as c e( CONNECTIONS AROUND EXTERIOR WALL OPENINGS: TO HEAW MODERATE Q r- ro 4 An new concrete walls beim Cached to existing concrete structure shall Header andlor girder connections shell be allached with Uplift connections in accordance BRIDGING EACH TOE --' X ( Y go 9 wiiht.ae35 Wmtl.w sill plotesshall be have steel armadas in acomdance with table TOJDIST 2-Bit COMMON ENO NAIL LL be Installed With#4 OUT.,18"long at l2"ao"Use approved epoxy forcofidlation 35 BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 5).Unless otherwise noted,all slabs on grade to be 2500 s I. Concrete la be 2-ed COMMON TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE IX P 9).CATHEDRAL CEILING ASSEMBLY: SHEATHING LOCATION NOTES poured on 4 inch Nick sand orgmvel fill with 6x6wee mesh reinforcing Intenorslabs Whore a ridge is to he used as a s4uctural beam,the miters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q O W be minimum 3-112 inch thick anchored on tap of the beam or slope connectors shall be atlached m each rafter anaridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE Bid COMMON @ 6"OC Bd COMMON 16.O.C. SEE NOTES1,3 0 >- m 6).Crawlsaes to be provided with aminimuml8'k2A"access opening Install one alength.opencelling partof the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16tl COMMON EACH FACE INTERIOR ed COMMON@fi"OG Btl COMMON@12"OA- SEE NOTES,1 (BOTH FIELDS) = W m pp atlached with the above requirements. TO BEAM JOIST NAIL NOTE 2FOR PANELFIa I- Z m r 8xi6ast imdmundeflon veM fOrevery 150 s9 Wafarea - ----�- - - - -- ---- ------ --------- -- cc rn DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bit COMMON PER TOE GABLE ENDWALLRUSSAND RAKE TRUSS Bit COMMON @4"OC Ed COMMON @4"OC SEE NOTES'1,3 O v 7).Damppeof exterior offounde4on with bituminous sating as per section R406 of — TO BEAM JOIST NAIL N.Y.S.Rooklyn6.I Constmonet Code.A&mil Polyethylene film shall be applied over 1) Onfess.0minens..led,all Taming material to be#I AGO pressure treated lumber BAND JOISTPER ENO NOTES z xn ' the below,grdlde porion of exberiorwells priorfllthlesions,h to backg All fasteneangers and anchrs ru anointed galvinixed ordasainlsleet 3-tad COMMON TO JOIST JOIST NAIL SAND JOIST TO PER TOENAIL THESE NOTES ARE ONLY TD BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY Al Drainage as per section R405 9f N Y 5 Residential Crns'u ucaou Code Embers an far drink joists to he be ed enc o each dwithpast withoe washers and nuts SILL OR TOP PLATE 2-IEd COMMON FOOT SEE NOTE'1 Dithers on concrete piersshall tis anchored with proper steel connectors anchored 1).For roof sheathing within A feet of the perimeter edge of the and,including 4 Feet an each side of the roof peak, FRAMING NOTES into concrete with a minim um 112-did x7"long anchor bolt with washers and nuts. R OF HE T N the 4 fool perforator edge Wane attachments required shall be used ih All framing techniques and methods as prescriptive design of 1995 SBC HI gh Wind IN 3).Posts supporting girders shall be anchored toa12"x12"x12"Ihlck anisate footing JOINTDESCRIPTIDN QAT71L' SPADING 2),Tabulated 12 inch D c nail spacing assumes sheathing attached to rafter l truss framing members with G>D 49 Edition Wood Framing Construction Manual Use a minimum 11T die x 7'long anchor halt with washers and nuts Twangs Shall be 3 it Forframmg members with<0 42<G<049,the nail spacing shall be reduced to 6 inches a beiowgrade Porches with covered roofs shall have IT die concratepiesfortheglrtlers STRUCTURAL PANEL fid AS PER TABLE 38 j 2) Unless9thervase noted,all framing and structural wood material to be#2+BTR CEILING WFCM-SBC 3) Tabulated 4 inch o c nail spacing assumes sheathing to rifler l toss framing members warn G>D 49.For W Douglas Flt 4),Deck mats to have blocking at 8'0 ti CEILING SHEATHING: framing members with 042<G<049,the nail spacing shall be reduced to 3 inches a,0 3).Firms,walls,ceTngs and rafters to be spaced at 16 inchesc unless noted 5) Amlmmum of lit inch flashing shall be Installed between the bolding and ledger. NAIL NAIL rz ellimelae. JOINT DESCRIPTION WALL SHEATHING REQUIREMENTS FOR WIND LOADS: fyn Ledger be resigned with 112"ilia bolls with washersand null QlY SPACING what.needed. GYPSUM 7" OG EDIGE -- --- 09 4) Unless otherwise noted,all bearing wall headers to be(2)2x1082+BTR.Doug.Fir. Ed COOLERS NAIL SPADING NAIL SPACING AT INTERMEDIATE WALL80ARD 10"O C FIELD SHEATHING LOCATION NOTES 137 Bearing wall headers to have(2)lack studs and(2)full length studs an each side Of all 61 Concrete piers shall be a mlerhad 8"above grade AT PANELEDGES SUPPORTS IN THE PANEL FIELD F1 openings LVL headers m have(3)jack studs and 12)full length studs on each side of WALL SHEATHING: SEE NOTES 1,3(BOTH FIELDS) openings Bearing wall window silts shall also have(2)window sill plates for 2x4 wall 7) All joists io be supported wllh hangers and anchors Each Joist shat l also be anchored 4'EDGE ZONE 8d COMMON @ 6"O C- ed COMMON @ 12"O C �+ openings howeasel end643 and 2x6 wallopenings between 5'19 and 9'9.Provide fire to glydeps) JO MOESCRIPT ON NAILnTAEBLE NOTE SEE NOTE LFIEID J and blocking where applicable QTV INTERIOR ZONE Bit COMMON @ 6"O C 8d COMMON @ 12"O C. SEE NOTE 3 V B).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL SWCOMMON E 39 5L All flush badmolmordms to be installedvvlih heavy duty galvinlzol reasons and PANELS BC NOTES z�ianchorswere applicable to all ceReading)aids PLUMBING NOTES ]116'058 GE �6) Doubleu floorjoists under walls that run parallel to the floorotst antl under bathtubs, 1) All water su I ,drainae and sendng to be installed as fid COMMON THESE NOTES ARE ONLY TOBE REFERREDTO IF MENTIDNEDIN SCHEDULE NOTES ONLYp ode 9 PerN Y.5-ResltlenlralLD1=ours to have ceramic ale Installed shall be vented for proper loatl capacity unless noted ConslrucOan Code GYPSUM 5d000LERS L 1)-For wall sheathing within 4 feet of Ne corners,the 4 font edge zone attachment requirementsshall O OR plans WALLBOARD ELD be used Q 2) Verify septic system with the Fegineei for Suffolk CountyHealth Department approval I-a ] Pmlldeblockin Iblid In Infloar riislsab8'Do,c. UwwIW1 blocking in floor mals FLOOR SHEATHING: 2 Tabulated l2 inches nails n assumes sheathing attached to stud framing member::with W 9 8 g ) 9 ) spacing B 9 under all haann walls. 3) If wall studs,plates orJmsis are cut out during Installation for any plumbing related work, NAIL NAIEM, G>0A9 Forframing mambarswith o42<Gq,We Rad spacm,challbeteducarim Winches o c NN 9 JOINT DESCRIPTION ro provide adequate bearing and plates to named and secure the structure Verify with the OTY BPACI8) Proide Insulation balfas at save vents between rafters.Install drag blocking as stale code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS B'O GE 3) Forextedorpanelsiding,gabimizedboxnailsshallbepermittdtobeaubstitut.dforcommanFalls.e dad- HVAC SYSTEM NOTES MDN1"OR LESS 12"0 c_ LD I I I pi`I 9L Unless Aharee.noted,all roofs and walls to have a minimum UTthick,4-pW ly Fir 1) Mechanicalsubanirador is responsible foredheanng io all applicable codes antl safety NOTES: ALL LEGEND O COX exterior sheathing grade plywoodRlywood to cover over plates and feature requesuixts x THESE NOTES ARE ONLY TO BESREFERREDONLYTO IF 10) Unless dhL400ahesi adheuw3sive ")hied T&G PTSasts Aished I plywood be 2) HVAct supplier is to fully coordinate all system data and requirements With the MENTIONED IN SCHEDULE NOTES ONLY NEW WALLS 0 over subteen tee PL per adhesive antl screwctions or lois[s Finished Toorlo ba installed equiprtient suppler over subfloor as per manufacture's instructions 1) Nailing requirements are based on wall sheathing EXISTING WALL5 3) WAG sureartmearto provide final system layout dewing and submit A m the General nailed Yon-Defter at the panel edge Ifwallshethrog 11) A]bathroom walls[o have 1/2"thick moisture-resident sheelmdc Garage walls and Contracmrand owner for final review and approval. IS Walled 3"9n-center at the panel edge to obtain hl;gherWALLS TO BE REMOVED Pj ' YO ceilings and over furnace to have FIT lack type-x sheeteack.All other parts of building shear capacities,nailing requirements fat sauctumll cif F�9r A- tohaveregularIITsheelrockAllwalls to he taped and finished ELECTRICAL NOTES- members shall be doubled.or alternate connectins, F O suOF o shear Plates,shall be used to mountain lead)Path rP� 12) All roof with a pitch less than 4 12 shall be installed with an Ice R Water harmer or 1) All electrical to be Installed as par N.Y.S Residential Cimfin dloF Code approved equal_FlatramisshallesapplisdeiW.Fiberglash...sheet wllhan EPDM 2) When wall sheathing is eorrtimmus over connected mach down type material over 2) All elecmcal work shall be approved byaqualfied Underwriter memberathe tabulated number of not s shall he permitted to be reduced Int -ifid nail per foot be i All sill plates and wood in skean)will,concrete to sbe shield or treated.eq Plates to 3) Install S esi a Residential detectors and Carbon Monoxitle deladors throughout as per section R317 be installed x1101 a foam SAI gasket and cop-r-textertn6e shield orapproved equal of N Y S Residential C.nalmdimn Code. N 0 do CN a I�a REVISIONS: 0 0 I GREAT ROOM LIVING ROOM MEDIA ROOM N N m wYr OPEN TO ABOVE � _ m N Y.S. RES. CODE, AG"105.5 PROVIDE 4'-O" HIGH RAILING -OR- 3'-U" RAILING W/ BARRIER PROTECTION _ 0 AS o PER AST MF 134fi _1 CLOSET _ — - — - — - — _ — - J, G• HOT TUB ADDEDI W/ CONC. FTG, n71 AS PER MFGRS, HOT TUB RE COMENOATIOIJS I � Z Z (MIN. 3'-D" W BELOW GRADE ' ' I I d G 0 C) J LL Z ii Lu W I / N C GATE — — — — — — — — — — — W/ WIDE HI G W/ S.0 HINGES W/ LOCK 0 PANTRY i I KITCHEN I I DINING AREA o' GARAGE - - - c o 2 w= z I � �I 0 -0 d 0 PATH b LAUNDRY E�E 2 a i I 2 AREA , 'D c � m 'NIT H � � BATH I� _ 4-a ' — U N r O 4 9�N DRAWN: MH MS 1ST. FLOOR PLAN + �, ' SCALE: L "=I,_B�' c N1. ]OB#: SCALE: 1/4" = V-0' �� > DATE: Bz/B5/B5 \/p J213�` A0 SHEET NUMBER: G �o., A-1 REVISIONS: milC HIIANEY -_ 711t,�.�_ 11 ,"R i - i - i a BEDROOM w m P w OPEN TO BELOW U LOFT � x � o , o o BATH CLOSET a Z a Lu 5 O o 2 Q 0 ® J LL BEDROOM & STORAGE L W ROOM SWITCHED i z Z c N N G 2._G„ Q OD I W.I.C. I I I I I MASTER BE - - - - - — — — — 0 BEDROOM O \ / O Z UNFINISHED STORAGE �_ z B ATH N v �a U � Jj r` IN s y�(„U✓ '� DRAWN: MH/ MS SCALE: 1/4"=1'-0” i Y• :1' ]OB N: 7,y DATE: 02/05/05 2ND. FLOOR PLAN `\`4ewF J1�� G. GJ SHEET NUMBER: SCALE: 1/4" = 1'-0' \�.t""``,,�„! A-2 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/15/04 Receipt#: 820 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 820 Total Paid: $10.00 Name: Scheidet, Robert August 560 Water Terrace Southold, NY 11971 Clerk ID: LBOHN Internal ID:92221 `. UTr p CHI Applicant/ Date. Owners Name: f Reviewed: 3 Architect/ Date Engineer: � CUiv_J_ _ Submitted: SCTM #: District: 1.000 Section: �� 131ock: 10 Lot: / Project Subdivision Location: aS"76 Name: Single&separate Required � f� ccrttrication: / t�-c�' Req. Req. �oltlltg District:,_ ItAt sIZC: 0 _.ACIUAI: I (Lot coverage Q��Proposed Req. Req. �� I Req. i trroot Yud 4V Proposed:�J [Side Yard Proposed: J [Rear Yard _ X Proposed- Project Description: /V , G�, ENC.dITS Permit $ FOS REVIEW j LIQ YES �3- Suffolk County Health Dept. i New York St/af]e D. E. C. .� Town Trust"rs -r �'fown Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: l r t NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Spee : 120 Seismic Design Category: B Weathering: Severe Frost Depth 3 Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED �SCREPTT�IVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N Dl); Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANI�WOOR SCHEDULE: MIS--It ST REQUIREMENTS: Y/N l E1 . �1aSS 5.7 S.F.: Y/N J ;� TSI 11T 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N J LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWEB: _/_/04 � APPLICANT: DATE SUBMITTED: _/_/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y or N J NEW YORK STATE DEC: PxE-DEC 9/1/75 YES or NO DTE: / /_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE: _/_/_ PERMIT#: TOWN ZONING BOA )D-APPROVAL: YES or NO DTE: _/ /_ PERMIT#: TOWN PLAN. BOARD/APPROVAL: YES or NO DTE. _/_/ PER. AIT#: TOWN HISTORICAL/PRE (SPLIA): YES or NO i NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (_ SF)- (_ SF)= SFX$ =$ +$ +$ _ $ 2. ( SF)- SF)= SFX$ =$ +$ +$ _$ 3. ( SF)- ( SF)= SF X $-=$-+$-+$-= $ FINAL TOTAL: $