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31700-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31648 Date: 07/07/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2840 STARS RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 22 Block 3 Lot 1 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 30, 2005 pursuant to which Building Permit No. 31700-Z dated DECEMBER 30, 2005 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, GREENHOUSE & BALCONY IED FOR. The certificate is issued to SHAWN P TULLY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0037 06/30/06 ELECTRICAL CERTIFICATE NO. 54304C 05/30/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 06/30/06 BURTS RELIABLE C N Form No. 6 O TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. 0 R / o c New Construction: v/ Old or Pre-existing Building: (check one) Location of Property: LI D House No. Street Owner or Owners of Property: _ {i� t) e, —ii1 hL`I Suffolk County Tax Map No 1000, Section 22 Subdivision Permit No. 3 t9 -o O �r- Date of Permit Health Dept. Approval: t ,/ Block p 3 Filed Map. kiwar) Hamlet Lot O k Lot: 1 lz- 3t_� 1 3 S p Applicant: ��'ti�wtJ ti • 14 i•� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: (check Fee Submitted: $ _ 7 os 13 Applicant Si Co 31Gyg FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31649 THIS CERTIFIES that the building ACCESSORY Date: 07/07/06 Location of Property: 2840 STARS RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 22 Block 3 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 30, 2005 pursuant to which Building Permit No. 31701-Z dated DECEMBER 30, 2005 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 ACCESSORY INGROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. The certificate is issued to SHAWN P TULLY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 015761 03/11/02 zed Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ysa`6 fs� This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: , 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form), 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead, 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 I Date. b ` New Construction: c/ Old or Pre-existing Building: (check one) Location of Property: 22 Lf -0 S►�krjl� ) House No. Street Hamlet Owner or Owners of Property: S+ ,,) e --.i Suffolk County Tax Map No 1000, Section 2L Block Z Lot 01 _ __Subdivision Filed Map. _ Lot: Permit No. r �( �O h' Date of Permit �L13� 3 S Applicant: Health Dept. App or lva1:� ,/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check Fee Submitted: $ Applicant &tc-) 65-13 Co-L316y9 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. 31701 Z Date DECEMBER 30, 20 Permission is hereby granted to: SHAWN P TULLY 535 WEST 23RD ST APT S5K NEW YORK.NY 10011 for : CONSTRUCTION OF AN INGROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. THIS PERMIT REPLACES BP 29659. at premises located at 2840 STARS RD EAST MARION County Tax Map No. 473889 Section 022 Block 0003 Lot No. 001 pursuant to application dated DECEMBER 30, 2005 and approved by the Building Inspector to expire on JUNE 30, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 31 7©®-t- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]I CATION [ ] FRAMING / STRAPPING[ P FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 1 © INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) ------------------------------------ _ ro 04 FOUNDATION (2ND) n1 l' z ROUGH FRAMING & PLUMBING 0 o^j/1 y Oma` �y7 O INSULATION PER N. Y. STATE ENERGY CODE r y ^n 1 V' FINAL /46 aJ ADDITIONAL COMMENTS zmo W o x Z� x 0 ro TOW14OFSOUTHOL6 13U1L1XN(iYhKMI1 ArrLi(Afl0N CHECKL1S BUILDING DEPARTMENT Do you have or need the following, before applying TOWN HALL MAY 1.4 7001 ,--r'� Board of Health SOUTHOLD, NY 11971 TEL: 765-1802 Examined 20 Approved -51t 120 01 Disapproved a/c 1�ecu N _ — �q 3 sets of Building Plans 1�" O Survey PERMIT NO. .27(2f2--7, t�,Q- Check Septic Form N.Y.S.D.E.C. Trustees Q3 I� o Contact: o n �Y �✓ t Mail to: �cy�k 27 e� 4-3)10 �as� Fiuriv) t)1 llg3q 1 Phone: 631- $37— "4 APPLICATION FOR BUILDING PERMIT Date S 1 I I 2001 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 a Certificate of Occupan is issued by the Building Inspector, 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 app cant or name, if a corporation) �t mb (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises _qm,u (as on 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 Location of land on which zfr40 House Number Street sed wQrl( will be done: S }�1 1. . 6.5.'C H4r10a Hamlet 4 County Tax Map No. 1000 Section LZ Block Lot Subdivision Filed Map No. Lot (Name) Im l ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy. 3. Nature of work (check which applicable): New Building Addition)k Repair Removal DemolitionOther Work AlteratioA Estimated Cost112 _ Za-e� �d Fee (Description) If dwelling, number of dwellingunits (to be paid on filing this application) Number of dwelling units on each floor If garage, number of cars 'v If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front I1(o g —Rear -# Tlft8 rr Depth 3-I �'9 t4Z HeightZ _ i Number of Stories )_ Dimensions of same structure with alterations or additions: Front Rear Depth Height .7—( Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front �3 ¢ i Rear_ `1 s9 . Z_ryr Depth 9-73 - Sz (s S ,'7j 0. Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re -graded Will excess fill be removed from premises: YES NO 4. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: OUb1TY OF 1 "' being duly swom, deposes and says that (s)he is the applicant (Name o�individu siin tract) above named, i)He is the kwuuactur, agent, t-orporate Otticer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; tat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. worn to before me this l� day of 200 Notary Public HELENE 0. HORNE Notary Public, State of New York No. 4951364 Qualified in Suffolk County. "^mmi^cion Expires May 22,6 (9:�5 APPEALS BOARD MEMBERS 4 Gerard E Goehringer, Chairman �i James Dinizio, Jr. Lydia A. Tortora Lora S. Collins George Horning BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 5, 1999 Appl. No. 4684 - P. THATCHER/S. TULLY PARCEL 1000-22-3-1-11 STREET & LOCALITY: 2840 Stars Road, East Marion DATE OF PUBLIC HEARING: April 22, 1999 FINDINGS OF FACT Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 ZBA Fax (516) 765-9064 Telephone (516) 765-1809 PROPERTY FACTS/DESCRIPTION: The subject property consists of 12.3268 acres, with access off the east side of Stars Road (approximately 2850 feet north of its intersection with Main Road). The property has variable dimensions: 1575 ft. in length at the easterly property line, 460+- ft. along the tie line along high water mark and 150+- feet minimum frontage along Stars Road at the southwesterly section of the property. The parcel is improved with a single-family dwelling. The setback of the dwelling is shown to be 101 feet from the top of the bluff of the Long Island Sound at the northeast corner and at 110 feet at the northwest corner, shown on the March 19, 1999 survey prepared by Peconic Surveyors, P.C. BASIS OF APPEAL: Notice of Disapproval dated March 12, 1999 regarding a proposed addition which will be located at less than 100 feet from the top of the Long Island Sound bluff, citing Article XXIII, Section 100-239.4A(1), which requires a setback of 100 feet. RELIEF REQUESTED: Applicant, who is contract vendee, is requesting a variance with respect to a proposed addition, extending 20 feet from the north side of the dwelling, leaving an 80+- ft. setback to the top of the bluff. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented and personal inspection, the Board makes the following findings: (1) The house which applicant wishes to expand, which has never been occupied, is constructed to face inward onto a courtyard. The only view of Long Island Sound is from windows in a corridor connecting two sections of the house. Short of rebuilding the house, an addition such as that proposed by the applicant appears to be the only feasible way to provide a view of the Sound from living ares (2) The proposed 20 -foot addition is a relatively modest solution to the architectural problem and leaves a setback of 80 feet from the top of the bluff. (3) Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties because the proposed addition will not change the character of the house and because the house is well screened from neighbors. Page 2 - May 5, 1999 Re: 1000-22-3-11 (Tully) Southold Town Board of Appeals (4) Reports from the County Soil and Water Conservation District and from John Raynor, a professional engineer retained by applicant, state that the bluff face is stable and well vegetated. However, both reports note that the path running from the easterly edge of the property down to the beach has been significantly eroded by storm -water runoff. Both reports also state that runoff from the proposed addition should not be permitted to flow toward the bluff. (5) The Board will place conditions on the variance with the intent of preventing adverse effects on physical or environmental conditions. (6) The grant of the requested variance, subject to the conditions set forth below, is the minimum action necessary and adequate to enable applicant to enjoy a view of the Sound from his house while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to GRANT the application, as applied for, SUBJECT TO THE FOLLOWING CONDITIONS: 1. All runoff shall be confined to this site, and applicant shall take steps necessary to prevent storm -water runoff from reaching the path to the beach, and shall restore the path in the manner recommended by John Raynor, P.E. (as agreed). 2. The house shall be equipped with gutters and leaders adequate to collect all north -flowing storm runoff and to recharge such runoff into a location well away from the bluff. 3. There shall be no (substantial) disturbance to the natural vegetation at the top of the bluff. 4. No heavy equipment (for example, larger than a backhoe) shall be used in constructing between the addition to the existing house and the lip of the bluff. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, COLLINS. (Member Horning of Fishers Island was absent -excused.) This Resolq0onwz§ duly adopted (4-0). G. GERA P. GOEHRINGER V� CHAIRMAN For Filing 5/7/99 1000-22-3-11 66/07/2006 Via 9.03 FAX Electrical Inspection Certificate Issue Date Electrical Inspection Service. Inc. Application 6!302006 375 Dunton Ave nus 643040 East Patchogue, New York 11772 (531)280.5542 Issued To: Mr. Shown P. Tully Street: 2840 Stars Road Village: East Marion Section: Block: Zip: 11939 Town: Southold Lot: ZCO2/003 Contractor: North Electric Company Lic. # 890-E Was examined and found to be In compliance vlth the National Electrical Code. L Commercial rl NV Detects ill Pool W tstFloor IZI Indoor U Basement U Hot Tub Residential l 7 Dat Garage U Attic K 2nd Ploor K Outdoor rXl Addition F-1, Survey SwRohes Receptacles Fixtures GIR Neatens AVC Fang 98 101 : 1 109 11 4 Dishwasher Wisher/Amps Dryer/Amps Oyan Ranga/Amps Microwaves 1 1 30 Gas Gas Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 8 Central Mater Amps Phase UG/OH Jseussi Television CO Detector 1 400 1 x / 2 Bldg. Permit: Hugo S. Wirdl President Rough Inspection! 11/2012001 Inspector: Ed Soavelli Final Inspection: Inspector. Aneal Ar4elillo This Certlfcate must not be aW$d in any manna[. Inspectors may be Identified by their credentials. Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 w = BUILDING 6EPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date Building Permit No. 31--)-00 Owner: Tyyl-I (Please print) Plumber: lead. (Please print) G1 3a(36 Fax (631) 765-9502 Telephone (631) 765-1502 I certify that the solder used in the water supply system contains less than 2/10 of I% Sworn to before me this c19 day of Jurzz , 2004 Notary Public,' CA Ile- County NANCY A. PESTER Notary Public, State of New York No. 4940985 -Suffolk Count Commission Expires Aug. 15, aAi 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. 31700 Z Date DECEMBER 30, 2005 Permission is hereby granted to: SHAWN P TULLY 535 WEST 23RD ST APT S5K NEW YORK,NY 10011 for CONSTRUCT ONE FAMILY DWELLING WITH ATTACHED GARAGE, GREENHOUSE AND BALCONY AS APPLIED FOR. THIS PERMIT REPLACES BP 29658. at premises located at 2840 STARS RD County Tax Map No. 473889 Section 022 EAST MARION Block 0003 Lot No. 001 pursuant to application dated DECEMBER 30, 2005 and approved by the Building Inspector to expire on JUNE 30, 2007. Fee $ 2,064.90 Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION DATE � ? INSPECTOR 31 -°tom TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION ki ] FRAMING / STRAPPING [ INAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION (oI, . �A � /l .,4 /) INSPECTOR 765_1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSU TION [ ] FRAMING [ ] FINAL [ ] FIREPLACE& CHIMNEY REMARKS:C:2& )cj, 165-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY RE ARKS 44Lla"�4; [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL 17 DATE INSPECTO M-1802 BUILDING DEPT. 1 NSPECTI p N [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION RAMMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE IN ow 3i--7 c� 765-1802 BUILDING DEPT. INSPECTION [ ] F=NDATION ION IST [ ] F 2ND [ FRAMING [ ] FIREPLACE & CHIMNEY Bi. [AJOROUGH PLBG. AZee 47 [ ] INSULATION [ ] FINAL D M-1802 BUILDING DEPT. SPECTION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION M-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY REMARKS: [ ] INSULATION [ ] FINAL �J DATE ZVI zpjLoS 3 Y'e4��A-kYf'C� Q-,e� . 3 i -10 Q M-1802 BUILDING DEPT. JNSPECTION UNDATION IST [ /ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL Q-,� y-, �noc) M-1802 BUILDING DEPT. INSPECTION [ /y]" FOUNDATION IST [' ] FOUNDATION 2ND [ ` ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL 9 e m wtm M-1802 BUILDING DEPT. I NSPE [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING 10 [ ] FIREPLACE A CHIMNEY REMARKS: DATE �':�/ �� PLBG. [ ] INSULATION [ ] FINAL -700 M-1802 BUILDING DEPT. INSPECTIO [ ] FOUND TION i ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �� DATE I -7ac) M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ L,, ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �� a6 4 DATE INSPECTOR � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE /0/%h INSPECTOR ZKa4 M-1802 BUILDING DEPT. INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL : A "ej q, DATE "/ hl IN PSA % M-1802 BUILDING DEPT. INSPECTION 141i�T711ATION 1ST [ I ROUGH PLBG. [ ] FOUNDWION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ ro d y FOUNDATION (2ND) cv z ROUGH FRAMING & PLUMBING 0 d� U � �y H INSULATION PER N. Y. STATE ENERGY CODE y FINAL T - ADDITIONAL COMMENTS / I o � m w .. G d y d x:) x o � x d w� J • •• • I r 2ma woo IM ISI I ISI ISI VIEW -Par r' An •_ . • • 1•I DWM APPEALS BOARD MEMBERS V Gerard P. Goehringer, Chairman l James Dinizio, Jr. C, Lydia A. Tortora \\ Lora S. Collins 5 eorge ormng h�o��SOFFOI,(-COG o y< P" 41, � o! BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 5, 1999 Appl. No. 4684 - P. THATCHERS. TULLY PARCEL 1000-22-3-1-11 STREET & LOCALITY: 2840 Stars Road, East Marion DATE OF PUBLIC HEARING: April 22, 1999 FINDINGS OF FACT Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 ZBA Fax (516) 765-9064 Telephone (516) 765-1809 PROPERTY FACT51DESCRIFFION: The subject property consists of 12.3268 acres, with access off the east side of Stars Road (approximately 2850 feet north of its intersection with Main Road). The property has variable dimensions: 1575 ft. in length at the easterly property line, 460+- ft. along the tie line along high water mark and 150+- feet minimum frontage along Stars Road at the southwesterly section of the property. The parcel is improved with a single-family dwelling. The setback of the dwelling is shown to be 101 feet from the top of the bluff of the Long Island Sound at the northeast cgrner and at 110 feet at the northwest corner, shown on the March 19, 1999 survey prepared by Peconic Surveyors, P.C. BASIS OF APPEAL: Notice of Disapproval dated March 12, 1999 regarding a proposed addition which will be located at less than 100 feet from the top of the Long Island Sound bluff, citing Article XXIII, Lection 100-239.4A(1), which requires a setback of 100 feet. RELIEF REQUESTED: Applicant, who is contract vendee, is requesting a variance with respect to a proposed addition, extending 20 feet from the north side of the dwelling, leaving an 80+- ft. setback to the top of the bluff. REASONS FOR BOARD ACTION DESCRIBED BELOW: On the basis of testimony presented and personal inspection, the Board makes the -following findings: (1) The house which applicant wishes to expand, which has never been occupied, is constructed to face inward onto a courtyard. The only view of Long Island Sound is from windows in a corridor connecting two sections of the house. Short of rebuilding the house, an addition such as that proposed by the applicant appears to be the only feasible way to provide a view of the Sound from living areis— (2) The proposed 20 -foot addition is a relatively modest solution to the architectural problem and leaves a setback of 80 feet from the top of the bluff. (3) Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties because the proposed addition will not change the character of the house and because the house is well screened from neighbors. Page 2 — May 5, 1999 Re: 1000-22-3-11 (Tully) Southold Town Board of Appeals professional engineer retained by applicant, state that the bluff face is stable and well vegetated. However, both reports note that the path running from the easterly edge of the property down to the beach has been significantly eroded by storm -water runoff. Both reports also state that runoff from the proposed addition should not be permitted to flow toward the bluff. (5) The Board will place conditions on the variance with the intent of preventing adverse effects on physical or environmental conditions. (6) The grant of the requested variance, subject to the conditions set forth below, is the minimum action necessary and adequate to enable applicant to enjoy a view of the Sound from his house while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to GRANT the application, as applied for, SUBJECT TO THE FOLLOWING CONDITIONS: 1. All runoff shall be confined to this site, and applicant shall take steps necessary to prevent storm -water runoff from reaching the path to the beach, and shall restore the path in the manner recommended by John Raynor, P.E. (as agreed). 2. The house shall be equipped with gutters and leaders adequate to collect all north -flowing storm runoff and to recharge such runoff into a location well away from the bluff. 3. There shall be no (substantial) disturbance to the natural vegetation at the top of the bluff. 4. No heavy equipment (for example, larger than a backhoe) shall be used in constructing between the addition to the existing house and the lip of the bluff. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, COLLINS. (Member Horning of Fishers Island was absent -excused.) This Resolu§on_w4 duly adopted (4-0). P. GOEHRINGER CHAIRMAN d / For Filing 5/7/99 1000-22-3-11 06/25/2006 TEL 10;26 Fil PROFESSIONAL ENGINEER 1725 HOW ROADIP040ix616, SWWOLD. NEWYORK11971 jEL631.7652954 - FAX6315143516 • efnA 0Wh§"t1.0oro Date: May 18, 2006 Reference: BP # 31701 Z Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, 2005/005 I have Inspected the repairs to the garage on Stars Road in East Marion for the above referenced building Permit, I certify that the garage now complies with the 'Qir fin: separation required by the NY State Code, Joseph Fischetti, P.E, tiOARO cER' ir1E,O $1 R11C'ti ,Aj, ENe N;r R 06/29/12006 THE 10:26 FAX PROFESSIONAL ENGINEEI 1725 HOBART ROAD l PO Box M. SOUTHOlD, New YORK +1971 TEL 631.765M - FAX 631.8143516 • amd: ioseph®65Mo f.com Date: April 7, 2006 Reference: Stars Road Shawn Tully 535 West 23rd St, #S5K New York, NY 10011-1120 Dear Shawn, 2004;005 I Inspected the garage recently and responding to the Building Inspector's requirements please complete the following: 1. Garage Attic Hatch: 20 gage sheet metal screvn9d to existing hatch door face 2, Rear wall : Cover top wood plate with 5/8" fire code sheetrock and tape & spackle all openings and Jolnts 3. Sea] all holes in ceiling and walls with sheetrock — tape & spackle one coat 4. Corner trim on left side: Caulk gap between brick and sheetrock. At top, cover wood with 518" fire code sheetrock tape & spackle. 5. Caulk all Sheetrock to wall gaps 6. Above Garage Doors: Seal all gaps and cover ell exposed wood with 518 fire code sheetrock When your workman has completed this irk call me to inspect again. If you have any questions regarding this matter, please do not hesitate to call. tours, Fschetti, P.E. T4we,�800 Rf.1l:t R'1';PIF;.); 1'RVi)!LP, AL. `F..N iN, ER i(11tJN OF SouniOLO BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 Examined 20 20 Disapproved a/c MAY I EUILIANU YERMII AYYL1C:AfION C:HEC;KL1S Do you have or need the following, before a¢p!,ying Board of Health 3 sets of Building Plans PRIWITNO. 0? •ter Check _.,._. •� �� �� Septic Form N.Y.S.D.E.C. Trustees Contact:. Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date S� 20_�_t 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 a Certificate of Occupan is issued by the Building Inspector. 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�aiterations 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. r _ Iw (Signature oflfpplicantUr name, if a corporation) (Mailing address of applicant) State whether app icant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises w (� (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and Builders License Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on House Number corporate officer) iproposed 2trs Street County Tax Map No. 1000 will be done: 1. ;5 / �/r'yP�) ,j 2,2— Block 3 Subdivision Filed Map No. (Name) Hamlet ?. State existing use and occupancy of premises and a'' Existing use and occupancy b. Intended use and and occupancy of proposed construction: w lr. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Alteration � Other Work Estimated Cost_ �s� Fee (Description) (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth ¢ %Y Height -2'( Number of Stories Z Dimensions of same structure with alterations or additions: Front Rear Depth Height 2 Number of Stories Dimensions of entire new construction; Front Rear Depth Height Number of Stories Size of lot: Front 33+(—Re- S� 'Z� Depth 4 %3. J Z (5_7S-17 Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: Will lot be re -graded Will excess fill be removed from premises: YES NO 4. Names of Owner of premises AddressP hone No. Name of Architect Address Phone No_ Name of Contractor Address Phone No 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: OUN-#Y OF . lel (Name i)He is the being duly sworn, deposes and says that (s)he is the applicant above named, (Contractor, Agent, Corporate Officer, etc) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; tat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. wornto before me this it ``� day of _`yL, C�,�9 200/ r �('4)) Notary Public HELENE 0. HORNE Notary Public, State of New York No. 4951364 Qualified in Suffolk County Commission Expires May 22, 0 1 Signa eofAp cant �k4\-"U_f d E i 7� TILTON & THATCHER 654 MADISON AVENUE, NEW YORK, N.Y. 10021 • 212-838-6726 ARCHITECTS Inspector John Boufis Building Department - Town of Southold Town Hall - 53095 Main Road Southold, New York 11971 Dear Mr. Boufis: CHARLES E. TILTON, A.I.A. EDWIN D. THATCHER, A.I.A. J inuary 20 d Permit No.24028 2840 Stars Road East Marion, NY With reference to our letter of January 16th, regarding the Amendments required for the subject job, you will please find enclosed a drawing of the westerly chimney, showing the dimen- sions between the flues, as you required. I trust that you will find this in order. I shall be glad to add •ny further information you may require. EDT:io encl. Yery truly yours, Edwin D. Thatcher Geiger Construction L.L.0 215 A4ecox Rd. Watermill NY 11976 631-537-5943 August 6,2001 Town of Southold TGo�wn H� wilding Inspector Southold, New York 11971 RE' Tully Residence Permit # 27092Z Mr. Ed Forester, suite Please be adv- that not be needed. the new septic system waste main. The ended piap um Will b ber.(Burts reliable) c� tic �droom / bath room designed for by original owner Pauline Thatcher. number of bedrooms m into exy�mg nn8 the total new bathioo back to 4 as xas u Sincerely, ;1j Albert J. Krupskl, President James King, Vice -President Henry Smith Artie Foster ren Poliwoda BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD Tcvm Hall 53095 Main Road P.O. Roz 1179 Southold, New York 1.1971 Telephone ;616) 765-184.2 Fax(516)765-1828 December 30, 1996 YL; -u) 0 v kw `-Cto-wn u o Century 21 Realty Cathy Dolson Main Road Southold NY 11971 RE: PAULINE THATCHER 5CTM #22-3-1 Dear Ms. Dolson, The Southold Town Board of Trustees reviewed the survey dated and received in our office on December 30, 1998, and determined that your proposal to construct a 25' % 130' addition onto an existing house, to be out of the Trustee Wetland jurisdiction, under Chapter 97, and the Coastal Erosion Hazard A --ea under Chapter 37 of the Town Code. However, any activity within 751 of the wetland line, or any project seaward of the Coastal Erosion Hazard Line would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. T002 AuTlun000v UA01 pTOg2nos 09CT COL OTS XVJ OS-ZT Md TO/CT/40 ,LIQ'. ! `a �f ,l; / `'�'>•i" / �G � y-� rR x , ! L� ' 250k STRAND @X�C�r@ ii'O ,;.. PRESTRESSED CONCRETE sus' °� t g4 Cr D"=�6r• X 44" SECTION cCJTh` i I/16 & 0,268 1/9 14.32 See instructions' 611rbaek side of sheet for using. hi6 ,..._-- We M 230 105 167 .144 124 1o8 94 81 71 62 �< 47 UNIFORMLY DISTRIBUTED SUPERIMPOSED* LOMB IN ru, ,..1328 20.10 ,.191 243 20/ 179 148 127 ,;10y ;, 94 81 ,. 70 61 � 'Arg Min 'FMn in Spelt Lsn91h IRI In Ft. " F' 12.8 1824 f ` a 210 182 154 Ft4Kipa. Ft: Kys 711 ;LB 02 70 r. `80 i Sias; ,Sq, In. pa Unit per Unit 12 13 11 15 18 17 18 19 20 21 22 23 24 25 3/8 0.376 18.36 30.02 3)8 344 311 81 :s,. . x.62 207 181 159 139 �' 122 107 94 83 73 1116 0.324 18.41 26.35 Jet ire 279 'N t217 177 164 1355 118 103 91 80 69 60 3/8 0.296 15.37 24.31 322 292 255 181 139 121 106 93 81 71 82 54 I/16 & 0,268 1/9 14.32 2223 We M 230 105 167 .144 124 1o8 94 81 71 62 54 47 3/8 0210 ,..1328 20.10 ,.191 243 20/ 179 148 127 ,;10y ;, 94 81 ,. 70 61 52 45 P/16 0.216 F' 12.8 1824 f ` a 210 182 154 181 711 ;LB 02 70 r. `80 .0.196,.. 11.63 76 s7 ei2,:. 195 163 137 ;v8 -.. n� 81 :s,. . x.62 t44 Ue ' ,0.160 '7029 13.76 `"188- 155 128 I 10 f., Il :..rjb tfrj* 'N .�.. ON U = 1.4D+ 1.71- AND WITH ALL LO:PgiJUPERIMPOSED ON THE ST,FjALfiF,,qTIqN CONSIDERED AS LIVE LOAD. (ALSO SEE NOTE 6) +.. i a °�7".`•. x f y"s"k"ti. N7ls:t;tiziT+/Xr3 , ":_- PHYSICAL PROPERTIES OF STRUCTURAL SECTION TIONS ` s 4`�'ir4a"xi 4.25" �f A. 6000 Psi If = 250 ksi r }, �0�!i'... t R9 f y 3500 psi f,l - 175 ksi !.. , N- erj e` ♦ ♦ } r0 s ,� 1r 164 � r �ii[.fiOdl/e1°unit h 45 Wf or 90 pit based on concrete unit weight of IrTti'+t s h S'! Y $.Oil Ab'+111aft0aN, =Building Cods Requirements for Reinforced Concrete �V 23.8%5 N'��. s,la' Por efM! Y aMOnf ane eemtat your toed manulaclura. q, . - n ir110 MNM rNnfareemwit N "Ired for the tabulated loads. _ ... bads to t11e left of solid stepped line are controlled by shear strength of the torr _ r rebforcement may be added to Increase the sass loads. 7 1M rlght,of climbed stepped line are controlled by pamisslble flexural ae Ocnlydled by bond. o - ,d, 4T eataestw NO Slowed In the load YDIs oeneWl yaw kcal manufec INSTRUCTIONS FOR USING FLEXICORE SAFE LOAD TABLE NOTATION A = cross sectional area. bw = minimum web width. D dead loads or related internal moments and forces. f, = specified compressive strength of concrete. % = compressive strength of concrete at transfer of prestress. - compressive stress in concrete due to prestress only (after all losses) at bottom fiber of the section. fu = specified tensile strength of prestressing steel. fp, = stress in prestressing steel at nominal strength. fu = initial or tensioning stress in prestressing steel. 1, = moment of inertia of the gross concrete section. R = span length. L = live loads or related internal moments and forces. M = service load moment causing flexural tension of 6VT.-. la Yb (6%/f,—+ fp.). Md = moment due to service dead load (including weight of the structural unit). Me = moment due to service live load. M, = moment due to service loads = Md + Mg - Mn - nominal moment strength, assuming fully developed strands. My = applied factored moment = 1.4 Md + 1.7 Mg. U - required strength to resist factored loads or related internal moments and forces. we = uniform service live load. w, = uniform superimposed load = w,d +we, w,d= uniform dead load due to superimposed loading. Yb = distance from bottom fi: ar to center of gravity of the sec- tion. 0 = strength reduction factor. OM„ = design moment strength, assuming fully developed strands. B UNIFORM LOADING — When all superimposed loads are consid- ered to be live loads. (w,d = 0; W. = we) - For the given Q & ws select the required standard designation di- rectly from the load table. UNIFORM LOADING — When superimposed load consists of both dead and live Ionds. (w, = w,d + we). 1. Enter the table for given e a w,. If the span -load corgltiort, falls on the right hand side of the dashed stepped hne the standard designation directly from the load table t, 2. If the span -load condition falls on the left hand side of the dashed stepped line, do the following: 1.4 a., Calculate modified w, = 1.7 w,d + 4✓e• k. Enter the table with the given R and modified w, and select the standard designation. D. NON-UNIFORM LOADING 1. Calculate maximum M. = 1.4 Md + 1.7 Mg. 2. Enter the column in the load table entitled "OM„" and select standard designation having (OMn > M,,. 3. Check development requirements of prestressing strands in accordance with Section 12.10 of ACI 318-83. 4. Check flexural stresses at service loads: a. Calculate maximum M, = Md + Me, b. Enter the column in the load table entitled "M". For the standard designation selected in Step 2, M should be > M,. c. If M <M„ select standard designation having M > M,. S. Check shear strength of concrete to determine if any shear reinforcement is required. See Flexicore Technical Data Hand- book for an example. E. CAMBER AND DEFLECTION 1. The table indicates maximum safe loads, however, camber and deflection may limit the use of a prestressed unit even though the load carrying capacity is satisfactory. 2. Camber and deflection must always be investigated for the contemplated loading condition and span so that these factors are compatible with abutting materials in the proposed build- ing. Consult your local manufacturer. See Flexicore Technical Data Handbook for an example. F' DESIGN CRITERIA ' Principal;: design criteria used for development of the load table . are: determined by strain compatibility. 2. Total loss of prestress assumed = 22% of fy with initial loss at '0•.+,1 ` transfer of.prestress assumed = 10% of f„ . 3. ...Permissible flexural stresses in concrete at service loads: - Compression = 0.45 %,Tension = W -f. . 'f' r 4 Shear strength of concrete calculated by Section 11.4.2 of TILTON & THATCHER 654 MADISON AVENUE, NEW YORK, N.Y. 10021 ' 212-838-6726 ARCHITECTS CHARLES E. TILTON, A.I.A. S r ` EDWIN D. THATCHER, A. I. A. Ike SEP 2 01991 I� September 16, 1991 i._�•,., ... i... Mr. Thomas Fisher, Inspector Building Department C; Town of Southold Box 728 Southold, New York 11971 Permit 419686 Z Stars Road, East Marion Dear Mr. Fishers In confirmation of our telephone conversation this morning, we propose to change the waterproofing of the walls below grade from the "bentonite" shown on the approved drawings to the standard tar -and -felt dampproofing approved by your Department. Very truly yours, TILTON & THATCHER Edwin D. Thatcher EDT/pk ccs J. Crenshaw TILTON & THATCHER 654 MADISON AVENUE, NEW YORK, N.Y. 10021 ' 212-838-6726 ARCHITECTS CHARLES E. TILTON, A.Q.A. EDWIN D. THATCHER, A.I.A. November 25, 1991 Mr. Thomas Fisher, Building Inspector Building Department Town of Southold Box 728, Main Road 172 Duffield Street, Inc. Southold, New York 11971 Stars Road, East Marion Permit No. 196862 Z� n � �� d Dear Mr. Fisher: ►�-f�-pu,�Ce 0 With reference to our recent telephone conversation regarding the polyethylene tubing for the radiant heating slab in the subject job, you will please find enclosed the following: 1) The Final Report to the United States Department of Energy of a "Technical Evaluation of a Solar Heating System by Robert J. Starr, Jon G. McGowan and Bran P. McNiff (26 pgs.). 2) Two pages from a brochure of Radiantec, the supplier of the polyethylene tubing= Robert J. Starr is the head of Radiantec. Pages seven and twenty of the Report - which I have marked - refer to the tubing and the National Bureau of Standards evaluation of it. The pages from the brochure describe the Poly PXC Tubing that we propose for the subject job. As I stated over the telephone, the tubing will in no way be con- nected to any potable water system. It will be installed in a closed system consisting of the solar collectors and the slab; the heating medium will be a 25% solution of glycol and water. I trust that this information will answer any questions about the tubing, but I will be glad to furnish anything more that you may require. EDT/pk encl. 'z NOV27i; Very truly yours, LTON & THATCHER Edwin D. Thatcher TILTON & THATCHER ARCHITECTS 654 MADISON AVENUE, NEW YORK, N. Y. 10021 • 212-838-6726 CHARLES E. TILTON, A.I.A. EDWIN D. THATCHER, A.I.A. January 16, Inspector John Boufis Permit No.24028 A Building Department - Town of Southold 2840 Stars Road 'own Hall - 53095 Main Road East Marion, NY Southold, New York 11971 Dear Mr. Boufis: With reference to our telephone conversation today, regarding the Amendments required for the subject job, you will please find enclosed a print of our Drawing No.A-6, marked -up in red to show these Amendments, as follows: Amendment No.l: substitution of 2x8 rafters for the 3x8's originally shown. The 3x8's were chosen for aesthetic reaa:ons -to emphasize the outriggers; this was achieved by adding to the 2x8's, which are structurally adequate. Amendment No.2: substitution of Georgia Pacific Engineered I Joists, WIF-43:11-7/811, for the 2x12 joists originally shown. The I -Joists were chosen for greater rigidity and material stability. Amendment No.3: substitution of 2x8 joists for the composite concrete and corrugated steel slab and reduction of the joist span by means of a 2x4 bearing partition. The substitution was made to expedite the work, since the corrugated steel was not readily available. The third Amendment required, relating to the chimney flues of the westerly chimney, is now being considered and will be in your hands shortly. I trust that you will find that all is in order. I shall be glad to add any further information you may require. EDT: io encl. Very trul�_.ours, �) �i Edwin D. Thatcher 317 ov TILTON & THATCHER 654 MADISON AVENUE, NEW YORK, N.Y. 10021 • 212-838-6726 ARCHITECTSD (2 n^ CHARLES E. TILTON, A.I.A. L5 U EDWIN D. THATCHER, A. 1. A. tLot 1,0122" Iu G. DEP '" j °SOU_ T- '41-9, 2119.er) ST.LL GZ � (ZO ,& (� n`dtzlal-,. fjy dlc'. d - 11r<1,, -Lv � Ati 60r::D PLAQ o�' W,4 -v T �.Ldz � �CE�l.Y. 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Its walls are quite thick, however, and this limits its performance as a heat exchanger. It is possible to compensate for this characteristic with additional length. It can be rated for use as a waterline and can therefore be used in cooling applications with cold water supply. 3/4" outer diameter 1/8" wall thickness 0 POLYETHYLENE - Polyethylene is the most popular material in Western Europe. It is perhaps the most stable compound available and will probably outlast the building in which it is installed. Applications have been in use for more than 50 years. Polyethylene is used to line hazardous waste dumps because of its Flexibility, stability and exceptionaly long service life. FULLY CROSSLINKED POLYETHYLENE - Crosslinking is a special production process which causes the molecules to cross bond to each other. The result is a tubing with improved temperature and pressure ratings but with some loss in flexibility. Fully crosslinked tubing is manufactured by Wirsbo, of Sweden, and is rated at 180 degrees and 100 psi. It also has a special oxygen diffusion barrier which can help prevent rusting of steel components. 3/4" outer diameter I/8" wall thickness (nominal) 10 PARTIALLY CROSSLINKED POLYETHYLENE - This tubing has the best heat exchange properties and is lowest in cost because of its high density and thin wall. The temperature and pressure ratings are 150 degrees F at 50 psi. It is probably the best overall tubing choice for underfloor heating because the tem- perature and pressure ratings are more than adequate for this use. Its use is more limited in radiant ceilings where temperatures must he higher. Its somewhat larger size also helps to put out more heat. Additional water volume lends temperature stability to the heated space. 7/8" outer diameter I/16" wall thickness POLY PXC TUBING LIQUID TO LIQUID HEAT EXCHANGERS S'0' STANDARD These heat exchangers allow the use of domestic hot water heaters for space heating without directly using the potable water in the heating systems. Their use may be required by some codes. They are all copper, highly efficient, and reasonable in cost. A variety of sizes and heating outputs are available. 11 DOE/CE/15140-T1 (DE84009556) TECHNICAL EVALUATION OF A SOLAR HEATING SYSTEM HAVING CONVENTIONAL HYDRONIC SOLAR COLLECTORS AND A RADIANT PANEL SLAB Final Report By Robert J. Starr Jon G. McGowan Bran P. McNiff NOTE: This publication is a photo— copy of Section One, SUMMARY OF FINDINGS only. The full report is available at the address on the other side of this page. Work Performed Under Contract No. FGO1-82CE15140 The Solar Option One Company Lyndonville, Vermont and The University of Massachusetts 'Amherst, Massachusetts Technical Information Center Office of Scientific and Technical Information United States Department of Energy SECTION ONE - SUMMARY OF FINDINGS PART ONE OVERVIEW f VA"DWORID1 A simple innovative solar heating design using conventional hydronic solar collectors and a radiant panel slab was partially developed by Robert J. Starr of Lyndonville, Vermont. The invention was disclosed to the Invention Support Division at The National Bureau of Standards for their assessment of technical validity. In May of 1981, the Bureau of Standards determined that the invention was "technically valid and worthy of consideration for appropriate Government support." Second stage review of the invention (termed The Solar Option One Heating System) was performed by Mr. Michael Brown, a consultant evaluator, who recommended support of the invention because "the design provides utilization of solar energy at lower initial cost and with improved efficiency". A recommendation was made to the Department of Energy by the National Bureau of Standards to provide support in the form of a complete technical investigation. Dr. Jon G. McGowan, of the Department of Mechnical Engineering at the University of Massachusetts was contacted. The University subsequently agreed to collaborate with Mr. Starr for the purpose of carrying out the investigation. The status of the invention prior to federal support was that a few working models had been installed in single family homes within the Northeastern portion of Vermont. These low cost working models seemed to be working well as evidenced by high collector efficiencies (low collector inlet temperatures), and low auxiliary energy useages. The models which were designed to achieve solar performances in the vicinity of 508 were observed to have relatively stable temperatures and steady inputs of auxiliary energy. These observations suggested that higher levels of solar heating performance were possible without diminishing returns. Market penetration was limited due to the lack of credible independent performance data. Data aquisition from working models was confounded by the presence of occupants whose habits were unpredictable and by the use of wood heat as the auxiliary backup. The results of the research demonstrate that the invention offers significant advantages over state of the art active and passive approaches. Substantial improvements were noted in system efficiency, overall performances initial cost and architectual flexibility. Page Two A patent and literature search by Michael Brown, a consultant to The National Bureau of Standands revealed that the design approach is a unique one and that its benefits are not yet understood by the energy community. PART TWO - INVENTION DESCRIPTION AND DISCUSSION An objective of hybrid solar design is to combine the relative advantages of active and passive design approaches while minimizing their respective disadvantages. Active collection methods tend to harvest solar energy with good efficiency and do not lose energy during periods when they are not operational (as passive collectors do). Operational efficiency is greatest when the solar resource is harvested at low temperatures relative to the ambient air. The usefulness of active heating systems has been compromised by the cost and complexity of the various mechanical systems needed to collect, store and distribute the solar energy. Cost and practical considerations limit the size of the storage component which tends to raise system temperatures and lower collector efficiency. Many passive approaches reduce cost and complexity by using conventional building components to collect, store and deliver solar energy. The usefulness of passive methods is compromised by the fact that the collection element is a part of the building envelope causing it to lose heat at night. These losses lower overall efficiency and in cold cloudy regions can result in negative energy gains. The size of the storage element, as in active systems is limited by cost, architecture and other considerations. The Solar Option One(Figure #1)is a hydronic heating system using conventions: hydronic solar collectors to heat a radiant panel slab. A heated fluid is pumped in an active manner from the solar collectors throughout the radiant slab whenever solar energy is available. Heat is stored within the slab and compacted earth beneath. It is released to the heated space in a passive manner without controls by radiation and convection Solar energy which exceeds heating load requirements is diverted to the domestic hot water load in residential applications. High collector efficiencies are achieved with active collectors. The design approach raises a uniquely large thermal mass to relatively modest temperatur( unlike conventional systems which raise a smaller thermal mass to relatively high temperatures. Solar energy is utilized at the lowest possible temperature resulting in the highest possible collector efficiencies. Overall cost and complexity is reduced by using a structural component of the building to store and release the solar energy. High collector efficiencies increase the amount of solar energy harvested on sunny days and permit operation under marginal solar conditions (early AM, late PM, cloudy days) when collectors operating at higher temperatures will not reach "threshold temperature". An increase in collector efficiency _ _w - T- -fir /; 'F �: !: I � I % 1 t� _._1_� !� r. 1' F,i. 1. I __L... .4... _%- f Page Four , translates into fewer solar panels, lowered costs, and easier design integration into accepted building styles. A large thermal mass, integrated with the buildings structure provides prolonged solar storage, radiant comfort and further lowered costs. The overall simplicity of the design results in improved reliability and greater consumer confidence. The design lends itself to convenient "packaging" which can lower cost, simplify design and installation, improve reliability and present the product in the manner that building professionals are accustomed to receiving it. PART THREE - EXPERIMENTAL TEST PROGRAM A test house using the Solar Option One heating system was experimentally monitored to determine its enery based performance during the 1982-83 heating season. The test residence is located in Lyndonville, Vermont, an area which has a characteristicly cold and cloudy climate. The two story residence has a floor area of about 1,400 square feet and is constructed on a 720 square foot 5.5 inch thick floor slab. A 24 inch packed gravel bed is located beneath the slab and the slab -gravel bed is insulated by two inches of polystyrene insulation. The test building is of frame construction and uses insulation levels which have become commonplace throughout the country. The structure would not fall into the "superinsulated" category but was tightly constructed so as to have a low infiltration level. The building is "sun -tempered" in that windows were concentrated somewhat on the South side and all but avoided on the North. A solar greenhouse on the South side of the building was closed off from the structure permanently throughtout the testing so as to better observe the solar heating invention without confounding variables. The monitoring equipment generated an internal gain of about 17,000 BTUs per day, roughly the equivalent of occupancy by two persons. Section two is a full description of the experimental testing program. PART FOUR - SYSTEM EFFICIENCY System efficiency as discusssed in this section refers to the amount of solar energy which is harvested relative to the total amount of solar insolation which is available at the site. System performance, as discussed in a following section relates to solar heating fractions and productivities which result when a particular system is applied to a particular heating load. Table 2.19 is a summary of the measured monthly efficiencies which were observed at the test building in Vermont. Figure 14 is based on the performance of active heating systems using air, hydronic and evacuated tube solar collectors at Colorado State University. These systems were designed, installed and operated by solar specialists in a closely controlled measurement program. (1.1) a Page Five It is seen that the low cost Solar Option One heating system, in its Vermont location provides substantially higher efficiencies than the active heating systems monitored in Colorado. It is significant that Colorado receives more than twice as much winter solar insolation as the Vermont location. TABLE 2.19 SUMMARY OF COLLECTOR PERFORMANCE Total Solar Input to Collectors Month (BTU X 106) November 3.358 December 3.926 January 4.915 February 6.632 March 6.390 April 2.967 Measured Output from Collectors (BTU X 106) 1.668 1.972 2.350 3.334 3.104 2.967 Average Monthly Efficiency 49.7 50.2 47.9 50.3 48.6 49.2 I Page Six r 2888 Siler radiation TCrd solar Whiler� Solar 1:1 radon OOMCWV collected 8.6 12.9 7.7 r 6.6 Eleclridtyuae,peroent- 29.6 Collection efficiency peroentage of total War radiation m c 8.6 [-1 Meuse raanber-1 3 ' 1 2 3 1 2 3 1 2 3 1 2 3 1978 Nov Dec . 1979 Jan Feb Mar 1 Tibular liquid collector 2 Flet plate air collector 3 Flat plate liquid collector Tioddefty Of Solar herer, wee ercent" elCollection m � Fig. 14 Performance of solar space heating systems in three solar heated houses at Colorado State Univ. [Ret 121 Low solar collector temperatures were the primary reason for the favorable efficiencies which were observed. Electrical energy consumed by the pump and controller at the test site was 5.38 of the total collected solar energy. The additional flow resistance of the monitoting equipment (BTU meter, flow meter etc.) resulted in a need to select a pump with 2 times the output of the pump which would be used if the monitoring equipment were not present. The electrical energy consumed by the pump and controller in a similar system which is not monitored would therefore be about 2.78 of the solar energy harvest. PART FIVE - SLAB STORAGE HEAT EXCHANGER EFFICIENCY The slab storag polyethylene to panel applicati drops and appy by The National superior to co inaccessible j corrosion and a in design."(1.2 heat is constructed of bing. This material ons. It is manifold opriate flow through Bureau of Standards pper because it is lo_ oints, and has low fr long service life. to ac Page Seven lecular weight ubing in radia le pressure Technical Reoo cost, can be installed wit losses, high resistance to pe's low cost permits redu Figure #2 is a temperature profile which was observed at 11:09 on Julian day #297 (October 24), under conditions of strong sunlight all morning. Under these conditions, storage temperatures are non uniform (with temperature higher about the pipe than throughout the mass in general), and energy output of the solar panels is high. Collector temperatures are more closely coupled with the average slab temperature under conditions of less intense sunlight or when storage temperatures are more uniform (in the AM). Under the observed conditions on Julian Day #297, the collector ;slab heat exchanger, operating with an efficency of .67, harvests 97.38 of the energy which would be harvested by an ideal heat exchanger (one of infinite area and length). (61.08 of the available insolation vs 62.78) A heat exchanger having two times the length and area of the reference design would harvest 98.78 while an exchanger with one half of the length and area of the reference design would harvest 91.98. It would appear that the reference heat exchanger has a size which is effectiv- and in the optimal range considering costs and benefits. Redundency in the design is also apparant as the loss of one half of the heat exchanger would result in a system performance loss of only 5.48. PART SIX - HEAT LOSSES TO THE GROUND Figure #3 is a temperature profile of ground temperatures observed in the latter part of January, 1983 when earth temperatures were at their lowest. The temperature of an unheated slab under the design conditions is estimated to be 60 degrees F. The temperature of a slab which is at a temperature which would fully heat the building to design conditions is 68 degrees F. The additional heat loss which results from this 8 degree additional temperature requirement would be 612 BTU hour in the reference test building or 78 of the building's average heating demand if the ground beneath the polystyrene insulation presented no additional capacitance or resistance to heat flow. Cold Outlet Fluid temperature = 85°F Warm Inlet Fluid temperature = 95°F / q O 79' " �i p ' " 85 ' e Kj O O. 79 O O O p 80 O O 78 77 Figure #2 Slab Heat exchanger performance Conditions October 24, 11:09AM Full sun, It=270BTU hr ft2 Solar Output=42,525 BTU/hr Average Mass •Temperature=80°F .verage mbient emp. 17° -0-0 A n 6 b D e e O O O O O 4 O January Storage temperature range 60° - 75°F d d 1 ft 52° RE �7° Figure #3 Ground temperature profile January 22, 1983 1*1 L'i Page Ten This capacitance and resistance to heat flow is observed however, and the phenomenon will result in a lower heat loss than is calculated above. It is noted that additional comfort can be provided by a radiantly heated floor. The Final Technical Report by The National Bureau of Standards notes the following about radiant panel systems, "...such systems function on the basis of providing a comfortable environment by controlling surface temperatures and minimizing excessive air motion within the heated space. The occupant is not aware that the environment is being heated. As learned from physiological studies, the mean radiant temperature (MRT) strongly influences the feeling of comfort. When the temperature of room surfaces begin to deviate excessively from the ambient air temperature of the heated space, it becomes difficult for convective systems to counteract the resulting discomfort felt by the occupant. Large surface heating panels neutralize this deficiency and minimize excessive radiation losses from the occupant's body."(1.3) Calculations by Swisher at the Solar Energy Research Institute suggest that, "Introducing a warm radiant surface in a passive or hybrid design raises T (mean radiant temperature) usually above T . This allows the comfort leveir to be achieved at a lower room air temperaEure. ...Reducing the thermostat set temperature by this amount decreases the heating load by about 10% in most climates." (1.4) PART SEVEN - PERFORMANCE System performace as discussed in this section refers to solar heating fractions and system productivities which, occur when a particular heating system is applied to a particular load. The Solar Option One heating system stores and releases solar energy in a passive manner. The storage element is integral with the building envelope and its thermal capacitance buffers the various energy flows such that the interior temperature tends to remain within the comfort zone despite the varying energy gains and losses of the building. The amount of thermal mass strongly influences the degree to which an input of solar energy can meet a building's heating load (solar heating fraction). If thermal mass is indequately large, lower solar heating fractions result. In the passive instance, the mass is overcharged, resulting in unacceptably high room temperatures and a dumping of heat. In the active instance, storage temperatures rise to the point where collector efficiency is impaired. The Solar Option One thermal storage subsystem differs from conventional active and passive systems in that the storage is uniquely large. In the experimental test structure, the storage mass contains 1,440 cubic feet of concrete and packed gravel and weighs over 70 tons. The incremental cost of this storage is nil in the slab on grade building. Page Eleven The temperature of an unheated floor slab is coupled more closely to the mean radiant temperature than to the thermostat set temperature in a convectively heated building. The floor slab loses radiant heat to the relatively cooler walls and windows. In a building under moderate heating load, the floor temperature will be approximately 5-10 degree F cooler than the thermostat setpoint. The temperature of a floor slab which is heated sufficiently to maintain room temperature in a building insulated to modern standards will be 5-10 degrees F above room temperature under moderate heating load. If acceptable daytime comfort levels lie within a room temperature range between 65 degrees F and 78 degrees F, storage temperatures could range between 60 degrees F (when fully discharged) and 83 degrees F (when fully charged). Figure 2.23 shows the response of the residence (via slab and inside temperatures) to the outside temperature and solar collector input for six days in January. As shown, the interior is maintained at a reasonable comfort level despite wide fluctuations and low ambient temperatures. Table 2.20 gives a summary of the system performance on a month by month and seasonal basis. The months of November and February showed very high solar heating fractions (97.6% and 938) of the controlled heat requirement without the need to dump heat by ventilation. These observations suggest that the slab storage subsystem is large enough and effective enough to enable high solar heating fractions in cold months without the diminishing returns associated with periodic overheating. Observations of other buildings in Vermont using Solar Option One heating system indicate that room temperature as compared to thermostat set temperature depends upon the solar heating fraction at the time. When solar heating fractions are in the vicinity of 50% on a monthly basis, actual room temperatures are coupled fairly closely to the thermostat set temperatures. Observations at the experimental test site during months with higher solar heating fractions (November and February) show that daytime temperatures ranged up to 13 degrees F above the minimum thermostat setpoint. A daytime temperature profile would resemble a bell shaped curve with few observations about the 65 degree minimum, the majority of observations about 5 degrees above the setpoint within the full comfort range and a few observations at the high end of the acceptable temperature range. The heat loss of a Vermont building in January which has an average temperature of 70 degrees F will be eleven percent greater than that of a building which maintains 65 degrees. It would seem that a solar energy input of at least 1118 of the calculated load will be required to produce a temperature profile in which few observations are seen at the thermostat setpoint (a high solar heating fraction). 0 0 F C 30 eo 20 so 40 20 6 -20 w a 10 r - Ix t w CL -10 -2C 25 3 Y 1 2 3 4 5 8 DAY FIGURE 2.23 0 Heating Loads Simple Computer Month ASHRAE Model TABLE 2.20 SYSTEM PERFORMANCE SUMMARY (All Values in Units of 1000 Btu) Auxiliary Heating Energy Electrical Energy Input Pumping Appliance Energy Energy November- 3,830 2,038 41 177 505 December 5,423 3,447 653 123 522 January 6,576 4,472 859 143 522 February 5,664 3,655 251 164 471 March 4,824 2,742 0 182 522 April 3,259 1,409 0 188 505 Totals 29,576 17,763 1,804 977 3,047 Total Electrical Input 723 1 ,298 1 , 524 886 704 _693_ 5,823 w Page Fourteen Room temperatures in a building with a radiant floor slab tends to be variable depending upon the degree of heating load which is placed upon the building. Heating loads during the night are higher due to the absence of passive gains, a lower ambient temperature and a lessening of internal gains. A higher temperature difference between slab temperature and room temperature is required to meet the higher load. These phenomena result in a lower nighttime room temperature and in effect give a natural night setback. PART EIGHT- SIMPLIFIED PERFORMANCE METHOD An objective of the simplified performance method is to provide a prediction tool which can be used by persons with basic arithmetic and graph reading skills but little knowledge of solar heating design. Another objective is to present information about the performance of the Solar Option One heating design in a way that is more familiar to people who work with conventional heating systems (BTU OUTPUTS, etc.). Any simplified prediction tool makes certain concessions to simplicity at the expense of precision. Section three provides a detailed computer method which can be used by those who require a higher level of precision. The method presented here will yield results which are sufficiently accurate for most residential and small commercial applications. An important assumption is that a nighttime setback of about 5 degrees is acceptable and that temperature excursions within the comfort range (65-80 degrees F) are allowed. It must be emphasized that the method is based on longterm averages of building load and solar insolation. The performance predictions are therefore also averages. Actual performance, particularly on a monthly basis, can and probably will be higher or lower depending upon these weather related variables. The method standardizes important variables such as collector performance, heat exchanger design, flow rates, control scheme and the amount of thermal mass to those values which were seen to work well in the research program. It is assumed that "prepackaged" systems will be developed which would eliminate the need for the end user to deal with these variables. The five step method is: STEP ONE - Calculate the average monthly heating BTU output of the solar collectors (S'). (Average monthly solar insolation in BTU's/ft2 for the particular tilt angle is multiplied by the Efficiency factor (508) and then by the square footage of the collector array. STEP TWO - Calculate the average monthly heating load of the structure using standard methods. (L) STEP THREE -Calculate BTUs harvested per BTUs required (S'/L) by dividing results of Step One by the results of Step Two. Page Fifteen STEP FOUR - Determine the Solar Heating Fraction (SHF) from a graph or with the relationship below. 1. If S'/L is greater than 1208, SHF equals 1.0/ 2. If S'/L is less than 808, SHF equals S'/L. 3. If S'/L is between 1208 and 808, interpolate by solving W x U) —1.0 r- 0 —4 ,-3 U .8 W SHF = ,8+ S'/L - .8 2 2: 4 .6 .8 1.0 1.2 1.4 Monthly Solar Output Healing L ad (S,/L) Figure #4 Solar Heating Fraction Cagculation STEP FIVE - Productive energy produced equals SHF X L. Page Sixteen The heating load of the domestic hot water can simply be added to the space heating load if design is such that solar energy which exceeds the space heating load can be applied to that use. The method will overstate the DHW actually produced to some extent during the swing season but will not greatly affect the overall productivity calculation. Examples of the calculation are presented below for Boston, Massachusetts and Denver, Colorado. EXAMPLE #1 Calculate Solar Heating Fraction and productivity for a building located in Bostc Massachusetts having a heat2 loss coefficient of 200 BTU/hour/degree F and a solar aperture of 263 ft (seven 4' X 10' solar panels). STEP ONE SOL�R RADIATION DAILY HEAT LOSS EFFICIENCY COLLECTOR AVERAGE MONTHLY BTU/ft 60 degree tilt FACTOR AREA BTU OUTPUT (MBTU) JAN 30,349 X .5 X 263 3.991 FEB 33,404 X .5 X 263 4.392 MARCH 42,532 X .5 X 263 5.593 APRIL 41,760 X .5 X 263 5.491 MAY 44,206 X .5 X 263 5.813 JUNE 46,320 X .5 X 263 6.091 JULY 48,794 X .5 X 263 6.416 AUGUST 49,755 X .5 X 263 6.542 SEPT 50,640 X .5 X 263 6.659 OCT 48,019 X .5 X 263 6.315 NOV 30,030 X .5 X 263 3.949 DEC 27,249 X .5 X 263 3.583 STEP TWO LOAD CALCULATION DEGREE DAYS DAILY HEAT LOSS MONTHLY DHW TOTAL HEATING BASE 65 PER DEGREE F HEAT LOAD LOAD (MBTU) (UA X 24) JAN 1110 X 4.800 = 5.328 + 1.54 6.868 FEB 969 4.651 1.39 6.041 MARCH 834 4.003 1.54 5.543 APRIL 492 2.362 1.49 3.852 MAY 218 1.046 1.54 2.586 JUNE 27 .130 1.49 1.62 JULY 0 0 1.54 1.54 AUGUST 8 .038 1.54 1.578 SEPT 76 .365 1.49 1.855 OCT 301 1.445 1.54 2.985 NOV 594 2.851 1.49 4.341 DEC 992 4.762 1.54 6.302 Total 5,621 26,981 18,13 45,111 • EXAMPLE #1 Page Seventeen STEP#3 STEP#4 STEP#5 S'/L SHF Useful energy produced JAN .58 .58 3.983 FEB .73 .73 4.410 MARCH 1.01 .91 5.044 APRIL 1.43 1.0 3.852 MAY 2.25 1.0 2.586 JUNE 3.76 1.0 1.620 JULY 4.17 1.0 1.540 AUGUST 4.15 1.0 1.578 SEPT 3.59 1.0 1.855 OCT 2.12 1.0 2.935 NOV .91 .86 3.733 DEC .57 .57 3.592 Annual SHF 36.728 81 45.111 Productivity/ft2=36,728,000 = 139,650 263 EXAMPLE #2 Calculate SHF and productivity for a building located in Denver, Colorado having a heat loss coefficient of 200 BTU/hour/°F and a solar aperture of 150 ft2 4 (4X10) solar panels. STEP ONE - Average monthly BTU output SOLAR RADIATION EFFICIENCY COLLECTOR AVERAGE MONTHLY BTU/ft2 60 degree tilt FACTOR AREA BTU OUTPUT (MBTU) JAN 52.601 X.5 X 150 3.945 FEB 50.490 3.787 MARCH 58.339 4.375 APRIL 52.424 3.931 MAY 52.285 3.921 JUNE 51.487 3.862 JULY 52.847 3.964 AUGUST 55.126 4.135 SEPT 57.509 4.313 OCT 59.241 4.443 NOV 50.331 3.775 DEC 49.242 3.693 STEP TWO - Load Calculation DD UAX24 Space heating DHW Total heating load load (MBTU) JAN 1088 x 4800 = 5.222 + 1.54 = 6.762 FEB 902 4.330 1.39 5.720 MARCH 868 4.166 1.54 5.706 APRIL 525 2.520 1.49 4.010 MAY 253 1.214 1.49 2.754 JUNE 80 .384 1.49 1.874 JULY 0 0 1.54 1.54 AUGUST 0 0 1.54 1.54 Annual.SHF = 36.397 = 77 47.005 Productivity = 36.397 (BTU) Page Eighteen 110].01 1.49 1.54 1.49 1.54 18.13 Total heating load (MBTU) 2.066 3.498 5.176 6.359 47.005 STEP #5 Useful energy produce (BTU) 3.922 3.775 4.393 3.569 2.754 1.540 1.540 1.540 2.066 3.498 3.778 3.688 36.397 Productivity/ft2 36.397/150 = 242,647 BTU PART NINE - PERFORMANCE AND COST PERFORMANCE ANALYSIS: THE SOLAR OPTION ONE HEATING SYSTEM vs REPRESENATIVE ACTIVE AND PASSIVE SYSTEMS Table six presents system performance and cost performance data for the Solar Option One heating system and typical active and passive systems when installE in a represenative residential dwelling located in Boston, Massachusetts. (UA=200 BTU/hr/F) Table five presents the design parameters which were used. TABLE FIVE - DESIGN PARAMETERS FOR THREE SOLAR HEATING SYSTEMS Boston, Massachusetts COLLECTOR AREA COLLECTOR GLAZING ACTIVE PASSIVE 2 (THOMBE WAIL.L,VENTED) 263 ft 263 ft single double SOLAR HEATED SLAB 263 ft single ABSORBER SURFACE selective non selective selective DD UAX24 Space Heating S'/L Load SEPT 120 x 4800 = .576 + OCT 408 1.958 NOV 768 3.686 DEC 1004 4.819 Total 6016 28.875 Annual.SHF = 36.397 = 77 47.005 Productivity = 36.397 (BTU) Page Eighteen 110].01 1.49 1.54 1.49 1.54 18.13 Total heating load (MBTU) 2.066 3.498 5.176 6.359 47.005 STEP #5 Useful energy produce (BTU) 3.922 3.775 4.393 3.569 2.754 1.540 1.540 1.540 2.066 3.498 3.778 3.688 36.397 Productivity/ft2 36.397/150 = 242,647 BTU PART NINE - PERFORMANCE AND COST PERFORMANCE ANALYSIS: THE SOLAR OPTION ONE HEATING SYSTEM vs REPRESENATIVE ACTIVE AND PASSIVE SYSTEMS Table six presents system performance and cost performance data for the Solar Option One heating system and typical active and passive systems when installE in a represenative residential dwelling located in Boston, Massachusetts. (UA=200 BTU/hr/F) Table five presents the design parameters which were used. TABLE FIVE - DESIGN PARAMETERS FOR THREE SOLAR HEATING SYSTEMS Boston, Massachusetts COLLECTOR AREA COLLECTOR GLAZING ACTIVE PASSIVE 2 (THOMBE WAIL.L,VENTED) 263 ft 263 ft single double SOLAR HEATED SLAB 263 ft single ABSORBER SURFACE selective non selective selective STEP #3 STEP #4 S'/L SHF JAN .58 .58 FEB .66 .66 MARCH .77 .77 APRIL .98 .89 MAY 1.42 1.0 JUNE 2.06 1.0 JULY 2.57 1.0 AUGUST 2.69 1.0 SEPT 2.09 1.0 OCT 1.27 1.0 NOV .73 .73 DEC .58 .58 Total Annual.SHF = 36.397 = 77 47.005 Productivity = 36.397 (BTU) Page Eighteen 110].01 1.49 1.54 1.49 1.54 18.13 Total heating load (MBTU) 2.066 3.498 5.176 6.359 47.005 STEP #5 Useful energy produce (BTU) 3.922 3.775 4.393 3.569 2.754 1.540 1.540 1.540 2.066 3.498 3.778 3.688 36.397 Productivity/ft2 36.397/150 = 242,647 BTU PART NINE - PERFORMANCE AND COST PERFORMANCE ANALYSIS: THE SOLAR OPTION ONE HEATING SYSTEM vs REPRESENATIVE ACTIVE AND PASSIVE SYSTEMS Table six presents system performance and cost performance data for the Solar Option One heating system and typical active and passive systems when installE in a represenative residential dwelling located in Boston, Massachusetts. (UA=200 BTU/hr/F) Table five presents the design parameters which were used. TABLE FIVE - DESIGN PARAMETERS FOR THREE SOLAR HEATING SYSTEMS Boston, Massachusetts COLLECTOR AREA COLLECTOR GLAZING ACTIVE PASSIVE 2 (THOMBE WAIL.L,VENTED) 263 ft 263 ft single double SOLAR HEATED SLAB 263 ft single ABSORBER SURFACE selective non selective selective ACTIVE COLLECTOR TILT 60 degrees STORAGE VOLUME 66.8 ft STORAGE CAPACITY 15.85 (BTU/F/FT2 solar aperture) NIGHT INSULATION NA HOT WATER PROVIDED? yes PASSIVE (TROMBE WALL,VENTED) 90 degrees 263 ft 30 R=9 no Page Nineteen SOLAR HEATED SLAB 60 degrees 1,440 ft 136.88 NA yes TABLE SIX - SYSTEM PERFORMANCE AND COST EFFECTIVENESS DATA Boston, Massachusetts ACTIVE SPACE HEAT (MBTU) 18.35 (SOLAR FRACTION) .68 DOMESTIC HOT WATER 12.41 (SOLAR FRACTION) .68 TOTAL ENERGY DELIVERED 30.76 INSTALLED COST $11,500 (1984) CAPITAL COST/MBTU/YR $374 PASSIVE SOLAR HEATED SLAB 14.57 23.86 .54 .89 0 12.87 .71 14.57 36.73 $5,500 $6,600 $377 $180 In actual practice, consumers who elect to install a Solar Option One heating system instead of a conventional heating system take a furnace credit on the backup heating equipment which varies on a case by case basis. Some consumers will downsize the backup heating system from typical design heating requirements. Others susbtitute a heating system with low capital costs and higher operating cost (electric) for one with high capital costs but lower operating costs (oil or gas). Others use a low cost manually operated backup heating source (wood or coal stove). A consumer who takes a $1,500 furnace credit will have an incremental cost for his solar heating system of $5,100 in the reference case located in Boston, Massachusetts. His solar investment will yield a 12.66 return on his investment (tax free) in the first year if equivalent energy would cost $17.58/MBTU or 6C/KWH. The performance of his investment will increase over time if the price of conventional energy rises due to escalation and/or inflation. Page Twenty These calculations do not account for solar tax credits. To the extent that they may apply, cost performance improves. Higher cost performance is also to be expected in sunnier and milder regions. Under a variety of cost benefit calculations which factor depreciation, avoided energy costs, avoided capital costs in the conventional system, the value of invested capital, inflation, etc., the Solar Option One heating system yields attractive returns in the first year of operation with higher returns to be expected in the future. Conventional energy prices are an aggregation of the prices of "old" energy and the price of "new" energy sources (new electric plants, off shore oil, new clean coal plants, synthetic fuels, etc.) The "new" sources of energy are considerably more expensive than the existing sources which are being depleted. It is assumed that if a particular "new" and renewable energy source has a cost benefit which is attractive when compared to conventional energy prices, its price is even more favorable when compared to the other "new" conventional energy sources to which it is more appropriately compared. PART TEN - MECHANICAL PERFORMANCE Applications of the Solar Option One heating system have been operating in the field for five years now. Preliminary information suggest that these systems should provide a long and relatively trouble free service life. The Solar Option One is a simple system with few moving parts and fewer components than either active solar heating systems or conventional hydronic systems. Most components are identical to those of conventional hydronic heating systen These components have achieved very high reliability due to their long development and service history in conventional systems. The pump should last a long time due to low operating temperatures and good lubrication by the glycol fluid. No pumps have needed replacement to date. The solid state controllers have proven very reliable and none have been replaced to date. The glycol heat transfer fluid is showing good service life because of low operating temperatures and lack of exposure to air (oxidation of glycol to glycoloc acids). Glycol solutions which have been in service for five years are still showing effective levels of corrosion inhibitors. .n sive testing of the plastic slab heat exchanger tubing was conducted. eated dumping of collector fluid at stagnation temaeratures (300+F), ratures ures no iii ettect bable event w event leakes the alvcol transfer fluid into the gravel bed and shuts down the system completely. The joint, which is accessable No damage to the pipe itself occurs. heat exchanger .he concrete sl is flexible and resists con Page Twenty-one must then be remade. erable cracking STATEMENT REGARDING THE PLANNED "NEXT STEP" The following section will fulfill the DOE reporting requirements for a statement of the planned next step which will be taken to advance the status of the invention towards the goal of introducing a new product to the market. TECHNOLOGY TRANSFER - This portion of the work will transfer knowledge of the invention's properties to a broader segment of the public. Whereas the invention is a simple, unpatented design approach, the technology transfer will require the cooperation of the various solar trade publications, architectural and engineering journals. If The Department of Energy feels that this work should be published, a statement to that effect would facilitate the effort. The inventor and other members of the research team will prepare papers and respond to inquiries to the extent that resources permit PRODUCT DEVELOPMENT - If the opportunity exists, the subject invention will be incorporated into a broader product line of heating and cooling systems which will be more responsive to current and future energy situations than the products currently available. These hydronic heating systems will emphasize high thermal mass, low initial cost, and simple conversion capability to a number different energy sources including solar. Heating systems with higher thermal mass provide benefits which are of interest in todays marketplace. When electricity is the choice (usually because of low initial cost), it is most efficiently and economically used during "off peak periods". The utility and the society at large benefits when utilities have high load factors. The need for expensive new generating plants is reduced due to more efficient management of the load. The consumer benefits in most regions by the availability of low "off peak" rate structures. A high thermal mass electric boiler is essentially a modified domestic hot water tank. These units are low in cost due to mass production and will be comparable in price to conventional hydronic heating systems. If solid fuels are considered, additional thermal mass provides convenience, efficiency and low emissions. Conventional installations must be attended to frequently, and are are usually "banked" (shut down with a load of fuel remaining) in order to control heat output. This practice results in pollution, creosote and poor temperature control. When solar is considered, either initially or at some future date, adequate thermal mass improves efficiency, performance and cost benefit. If a good conventional heating system is seen to have a higher level of thermal mass, the incremental cost of using solar heat is the cost of the solar panels. Page Twenty-two Products will come in the form of "packaged systems" in order to lower costs, simplify design, decrease installation problems and present the product in a format similar to conventional heating systems and thus more familiar to the public. The production and characterization of convertable heating systems would benefit individuals and the society at large by providing resiliency and flexibility in the present uncertain energy situation. FURTHER RESEARCH - The Solar Option One research program has suggested the following corrollary applications: RADIANT COOLING WITH COLD WATER SUPPLY OPERATION - Cold water from the supply passes through a heat exchanger within the slab on its way to the fixtures. Heat is extracted from the building in the process. APPLICATION - Slab on grade structures in climates with a cooling load and appropriate ground water temperatures. Assuming a water supply termperature of 55 degrees, a design temperature of 78 degrees, consumption of 300 gallons per day and a heat exchanger efficiency of 90%, 51,667 BTUs per day will be extracted from the building by this natural flow of energy which is present whether it is used or not. This application has very low initial cost and of course no operating cost. Applications in high humidity climates may still require air conditioning Page Twenty-three to lower the moisture content of infiltration air. In dry arid climates, the application will enhance comfort by not lowering the moisture content of room air. RADIANT PANEL HEATING WITH DRAIN DOWN SOLAR AND COLD WATER SUPPLY COOLING OPERATION- Solar heated potable water is circulated through the slab when needed for space heating. Supply water passes through the slab on its way to the fixtures and draws heat from the building. During the heating season, supply water bypasses the slab and goes directly to the fixtures. APPLICATION - The application can be used in temperate climates where freeze protection is less pressing and where cooling loads exist. Excellent cost performance is predicted due to lowered initial cost (elimination of the glycol loop) and low cost cooling. Very high solar fractions can be expected in moderate climates. INDIRECT RADIANT HEATING WITH SOLAR, OFF PEAK ELECTRIC OR SOLID FUELS OPERATIONS - A "second story" above a radiantly heated "first story" is heated by transfer of heat through the floor ceiling structure. APPLICABILITY - The method applies when a full basement is used or when a second story is provided with slab on grade construction. Some knowledge of the mechanisms involved was gained in the testing program. The test building is a two story structure. Temperatures in the second story are coupled within less than 5 degrees of the first story on below zero F nights. Inputs of very small amounts of auxiliary energy to the second floor will equalize temperatures indicating that the primary heat transfer mechanism is probably radiation through the floor rather than Page Twenty-four convection through the stairwell opening. Many Vermont buildings are now being fully heated by wood stoves in the basement. Information on these mechanisms however has not been characterized in a manner that would be useful to a designer. RADIANT NIGHTTIME COOLING WITH UNGLAZED SOLAR COLLECTORS OPERATION - Solar thermal energy is harvested during the day in the conventional manner and put to some use other than space heating. The building is cooled at night by radiating heat to the nighttime sky via the unglazed solar collectors. APPLICATION - Climates which have cooling loads, particularily arid regions. The high efficiencies which were observed in the Solar Option One testing program suggest that the cover sheet in the solar collectors may not really be needed in milder climates at low collector operating temperatures. At high operating temperatures, the cover sheet lowers heat loss from the panel by absorbing energy radiated from the absorber_ plate and by sheltering the panel from convective losses. The cover sheet also blocks about 208 of the incoming solar radiation by refraction, reflection and absorbtion. Newselective absorber coating techniques have decreased the importance of the cover sheets ability to trap energy which radiates from the absorber. A favorable potential exists to develop a low cost, low temperature solar collector which would have a partially selective, weather resistent absorber and no cover sheet. Page Twenty-five A solar collector such as this may produce heating efficiencies comparable to those observed in The Solar option One testing program with glazed solar panels. A nighttime cooling benefit coupled with possible spa or pool heating during warm months could result in very high productivities. SOLAR RADIANT PANEL HEATING WITH PHASE CHANGE MATERIALS OPERATION - Active solar panels charge a phase change material (eutectic salt) located within the building envelope. Heat transfers from storage in a passive manner by radiation and convention. Phase change modules are installed within interior partitions and floor joists. APPLICABILITY - Phase change materials can store 15 time more energy than an equivalent volume of masonary material within a 15 degree temperature swing. The development of this application would lead to retrofit possibilities and application of solar radiant panel heating systems to multi -story structures. Page Twenty-six Statement of the status of the invention at the completion of the Grant period. The increased use of solar energy is widely viewed as desireable. Significant market penetration of solar heating applications have been limited by a number of factors. The more important ones are summarized below. 1. A need to reduce initial cost. ' 2. A need to improve efficiency. 3. A need to improve overall performance. 4. A need to reduce complexity and improve reliability. 5. A need to reduce the architectual constraints which solar design imposes. 6. A need to develop standardized designs with reasonable cost benefits over a broader range of climate conditions. The research and development program has shown that the subject invention offers significant advantages in each of these areas. The benefits which the invention offers were theoretical at the beginning of the R & D effort. These benefits have now been demonstrated in practice and have been verified by independent testing. The underlying thermodynamic mechanics have been characterized in a manner than can be verified by others. Opportunities to lower the installed cost of the invention (packaging, standardization,ete)have been identified. Theses opportunities could lower installed cost by about 358. It would appear that the prospect for market penetration have improved as a result of the federally sponsored research and development effort. REFERENCES 1.1 Solar Energy Applications Laboratory, CSU, "Operations, Performance and Maintenance of Integrated Solar Heating, Cooling and DHW Systems", prepared for the Solar Energy Research Institute, October,1981. 1.2 The National Bureau of Standards, Final Technical Review; The Solar Option I, OERI #006040, Joel S. Premack, May, 1981. 1.3 Ibid 1.4 Solar Energy Research Institute, Active Charge/Passive Discharge Solar Heating Systems: Thermal Analysis and Performance Comparisons, Joel Swisher, June, 1981. — SCDHS R RI 0-01.37 Fi,s-��Zdld' M �RV,Vi t 07 i ioIv3TnUC'{`t}?'s/0R10E t'0RMQY2 62006 3 er qatL.ie,,Jg$ all. Man rtl(9 c::.L1�bU try fY1O V.4,'I4ll lI:O^otbClYZJ�ri;10.9aVIU'fWnuto.0 F`0\�C,i[ic�uotUva5t3vl�terManaietnen¢ COV egg Zo tit r S' Q "Sp,'o ONO E S ab ,$ S aO 00 W Q 'r 6\ X i' coed£ SrONE $ A0 R, s* N8o Z 2� 'c?. 9J' .��°�• ��'jidnr`'G \ 4•1�'D S_3'.i �C55,LCQ L�S1U11t /� �O Ap � 10, 0•y n' 'tO.� t POI ego' 0- / \ g9s <q N0 Op=�5�8•� Nq o10, OF •as.2'� �' A � /30 �� rROM ' \ � *��s� I er rE''� '"` g \\ \ \ \\\ \\\• \ i QO QOM )� e O19cl? Jl � 4.5 E'OROf-S LgNO ���� O°'✓0 T4s. .a�• x wdp —ha 0c, Ct o'C' � W '31.0 A A �� � A Av' .��� w ts61 v� •\V �.� v" A v 3, MESS HOLE o�q +4s, � . ,v A V A�� �V A � � w r �V S' � • ` � �FD V � �V ` V V � � WIDE ��• I/f \ gry0 OF v /O� A A A 1 A V 1 is?q ?r �/ SHOWN SILTY \ R. Q ly l� s c. Mou� SAND w17N /lr l�'y�l 4K/ ��_ LAYERS OF / V e 144 telt 3e 40 �'\ /O"Pc • \\ GRAVEL / A 33.4 /)E D 0 ����a`U4 �' sr94• ���� �V ' •\ A _ .3r �' CCM4 JC.� �3 'a, hqo \ \ opq BROWCONARSE SAND- VERY TO ae' 1, l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth 'Therein and on the permit to construct. The Iota tions or walla and osesppools shown hereon are from field obasrvadons and or from data 0 totaled from others. TOPOGRAPHICAL INFORMATION FROM GEOMAPS INTL. INC. CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO N.G-V.D. EDGE OF WOODED AREA ...--.�,= EDGE OF 'BRUSH The water supply and sewage disposal systems for th/e residence will conform to the standards of The Suffolk County Department of Health Services. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON, ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS - INSPECTED- AND 'BROUGHT -TO -DATE' ARE NOT IN COUPLLIANCE WITH THE LAW. (631) 7/65SU5020 FAX (6 P.O. BOX. 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 REVISE CERTIFICATION 03/27/97 2pr 3 N OF R0" �N\ 10� P O / ray 3� 4J RS C F\ oNo,.1� 'p� OF Wq F V A v P �f. ON V �07- SURVEY OF PROPERTY/ y A /' 3B h OF sr ♦ \�' � 3 r D (' EAST MARION Rcaq qRg / Dtitl N ti n MqDip ••��+' rq ,° W to TOWN OF SOUTHOLD � R A"N �� \`yyF o su 7.R as SUFFOLK COUNTY N.Y. FF00 N4 F N0. 3y4 4 1000 - 022 - 03 - 01 BBa R0P SCALE I = 60 '�7 OCT 16, 1989 QrAR s � NB523BW 2g253ver p sl r3600 NOV. 7, 1989' 1 f^ ^� se3' E 5.30°Ofi 30 29.92 E FEB. 16, 1990. 1 J qR Se2c5 CERTIFIED TO, S s 2 s0 E Q MAR. 4, 1992 ( lound. I 4 Q MAR. 15, 1996 (REVISION) PA ULINE K. THATCHER MAY 28, (9971REVISIN) BRIDGEHAMPTON NATIONAL BANK m AQ _ 4 "), JAN. 11, 1998 (coastal erosion hazard line J COMMONWEALTH LAND TITLE INSURANCE CO. F W N = W Mar. 18, 1999 (Revisions 8 Addllions) TITLE NO. RH 96 0266 2 2 \ MAR. 19, 1999 foundation ndal/on t rn/d APRIL 23, 20 J AREA = 536,957 sq. ft. 'Q , " oy f louJ ,LUNE 20, 2001 !cleared area J or 12.3268 acres to tie line ��.. SEPT. l0, 200/ (revision) DEC.6, 2005 (FINAL) M -Y es, 2006 SCONS Re{ � R/O- 97- O/OS 89 - 394 I I TEsr i ROAT enorn sxTr - "m M17R LAYCrta OF NRA VEL m 'ROVAL iGE _SIDENCES and on the The loeeNone o/ NeA'� end a�eepoo/� shown hwon w how tied okervetlone end ar how dlt� obbhud how otMere. - TOPOGRAPHICAL INFORMATION FROM GEOMAPS INTL. INC. CONTOUR LINES AND ELEVATIONS ARE " h' S REFERENCED TO N.G. Sl'1RVEY OF PROPERTY EDGE OF WOODEDED AREA ' EDGE OF 'BRUSH n AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. _ 1000 - 022 - 03 - 01 SCALE I"= 60 SLP�N�S�S-re OCT 16, 1989 3E cL2 KC09MM CEFMYM1NT�HEMLt1ff=ERVR�s NOV 7, 1989, .A"enexlrat► FEB. 16, 1990. Sims FrUaSaEgpEpcEOpLY MAR. 41 1992 ( found. J MAR. 15, 1996 (REVISION) 1O DI "0'93 O j MAY 26, l997(REVISINI d, /,�.) H.S. REF.H0. .lap /� 1996 /ci+ae+al eros,' ho.zar Mar. IB, 1999 (Rev/slons d Additions) / EppNf Mar '9.1999Caevi„on�J REVISE CERTIFICATION 03/27/97 a CERTIFIED TO, +ae` pN1 / p �Q NI C 04 A AREA = 536,957 sq. ft. or 12.3268 acres to tie line 89 - 394 ORO 'k Qp 0o c*\ O O \ �• h 3 N Je ° n k o V ¢ N F 001 rn Pim �O NB, S/pY3• 4`r/?6 36.0p G.. 6 •f 5.39 29. 6' \RS '6j1q 5pF � Q R04D - i NEW DF rnn —e r. cunt L_.a,,, _c _ N.Y.S.LIC. NO 49618 Opipc n� ORS , P.C. USD S� 20 P. 1230 TRAVELER STREET SUUTHOLD , N.Y. 11971 AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. _ 1000 - 022 - 03 - 01 SCALE I"= 60 SLP�N�S�S-re OCT 16, 1989 3E cL2 KC09MM CEFMYM1NT�HEMLt1ff=ERVR�s NOV 7, 1989, .A"enexlrat► FEB. 16, 1990. Sims FrUaSaEgpEpcEOpLY MAR. 41 1992 ( found. J MAR. 15, 1996 (REVISION) 1O DI "0'93 O j MAY 26, l997(REVISINI d, /,�.) H.S. REF.H0. .lap /� 1996 /ci+ae+al eros,' ho.zar Mar. IB, 1999 (Rev/slons d Additions) / EppNf Mar '9.1999Caevi„on�J REVISE CERTIFICATION 03/27/97 a CERTIFIED TO, +ae` pN1 / p �Q NI C 04 A AREA = 536,957 sq. ft. or 12.3268 acres to tie line 89 - 394 ORO 'k Qp 0o c*\ O O \ �• h 3 N Je ° n k o V ¢ N F 001 rn Pim �O NB, S/pY3• 4`r/?6 36.0p G.. 6 •f 5.39 29. 6' \RS '6j1q 5pF � Q R04D - i \S� PNS yo E LONG sy% X85 �S/ AA I/ OLE TEST HOLE OA TA GROWN a2TY GANG WITH LAYERS OF GRAVEL /C la -04493 Tho locations of wapa and Gu ol, wn haraan we ft" Hdd obsorvationa and or troa date t hoer DOW& TOPOGRAPHICAL INFORMATION FROM GEOMAPS INTL. INC. CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO NG.V.D. .---k--� = EDGE OF WOODED AREA �-- EDGE OF 'BRUSH IC. NO. 49668 , N.Y . 11971 S0VEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. )00 022 - 03 - 01 SCALE I" = 60' OCT. 16, 1989 NOV 7, 1989 FEB. 16, 1990. CERTIFIED TO COMMONWEALTH LAND TITLE INSURANCE CO 172 DUFFIELD STREET, INC. TITLE NO. G 661 2555 AREA = 536, 957 sq. ft. or 12.3268 acres to tie line 89 - 394 1 `I V 1 UN ' Y 0 I f v5I Ul G I > voll / a I / 6 D' G "oda ^ h `=s A Aa/ b T ✓ '.� ��AG C ,�: 1 �� l \# IIS Ohy/Co 40 7A2. � O "�2 11!! 5 5 ^ \ I �- ��3B.2e OF HAM 9 (ir '� 48. g I -dd e y F` —�_'a ARSTR d _ ii R„e 9.➢p,jAl /F 6 \ R,�4`4. ��4N0 F P', +4 13j> \ \ \ 3NFR L Ngo/� pF9 R O �AN a2 ° 4c OHOT TEST \ CAh'O N/O/F * 33.> 6i yn ��\ I�gI1 y{ p Fzsoa Op eaowN axrT \\ R (1r s4�ous't \�. �ov�'- "AV NTN / i w.rY AA" LATERi OF40 eaV HEC AVEL / d / \// 33. / C NO / . t To CO YIANO JI' Z 1 COp 41 AN,i�1� C, 388 3 Q Np N/O „ Q /p Y' L Ico 114V .aqy D 0bk OF I W 04 EI„ ni • EW lk .9l' I r `•� The /goeflane of weN rM wMewn Mnon rn /ran NNd� )) / '\"�•.�� : u + , d6eerVeNons end a' how W fe t frea, oNinre. � � ;; TOPOGRAPHICAL INFORMATION FROM GEOMAPS INTL. INC. - - (0 CONTOUR LINES AND ELEVATIONS ARE T 23 / REFERENCED TO N.G.V.D. SU VEY OF PROPERTY I'M4p S5 oGq .---k = EDGE OF 'WOODED AREA •j1�` o �. F M J/ 3• M-'--.-.= EDGE OF 'BRUSH sT yl; / R R s / o AT; EAST MARION v w TM N'BNr e1e0O/1 wM lewil�P4xl J. Noq (,�), .`V�c. (o 0 v/a: zty TOWN OF SOUTHOLD I ROq� SUFE ze N_ SUF OLK COUNTY N.Y. CO 44P y' 1000 - OZZ - 03 01 NQ Joe of '•y .y 4 _ p A O $/00/3 0F SCALE Iu = 60 3, 40 ?* 3o"E o s/3a S 32 8 .14 OCT 1989 , sd. s.,3o�., I , I NOV.7 1989- S .� FEB. l6, 1990. �4RS</�s° �4AND,& 'MAR. 4, 1992 ( found. 1 CERTIFIED TO ., „y ,`y°J•,�t•Mei2 9L COMMONWEALTH LAND TITLE INSURANCE CO. '',('• I ` -y J/"�a�99��,,•ag F0 172 DUFFIELD STREET, INC. v W R TITLE NO. G 661 2555• I^"'T • afondards lfor lllle dsuurveysance lasf esloNlshed J y N.Y. S. LIC. N0. 496186 fhe L.LA.L.S. and approved and adapted AREA = 536, 957 sq. ff. o for tach use by The New York Slate Land' 771%, Assodallon.k" ,Q CO 0 N EYORS , P.C. or 12.3268 acres to tie line p8„) T85 - 5020 P.O. BOX 908 I' 3 MAIN ROAD w -* SOUTHOLD, N.Y. 11971 i V 394 , ¢�'i•P c i MEN aRY DIT ON. + r n S141WNTMY 2840 STAasRonDS, i{ EMTMA@ION, NF.WYOR' NQS ENERGY'S-C.Od�j.SEkVe�,'q'[dl�l CGDE II, - ' L r Buildeng' 6pe SSA Deguee Do.s 6.004.' DoogaTeptperabane 0/72F Code„ „ PEES, s L R-19 r R CeWng. Flpor, - 'R.191 '6Jdda1W'Ior °i�9.' Elfl®aro Slab Edge lnluleLpu RAG 14'AF ' I 1NF11.'TRATION.`OF1WfVolunrq, � ^" l wbob" 0.37k, 7 "! 050EF%wi ' ' Inpolaopn 5a18Ebg 3ti6tbRed+�n+&�mew4i' •:dmLl � . F co'dtluultyafimitliaebdatplhYeUneo.prl4,- comers Ava4or,OWICT 110loeathd 4'4 ,f J +"Eim side oTWb.Itlaple�Bh pox,�pints +W+t bEYd .,;II + 'o#d, door$smes 'bpeoinga "' ro4tl4L 4adt�fe, aItifiIb e�p11WaB dkFeilellRYi 'r;�' 'ot'y�t9H �tttO$gihtianr,u�1'to wa114 fl .. 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Mi . ,pate „ 8evud4u ALL CONSTRUCTION SHALL MEET "J'.? THE REQUIREMENTS OF THE N.Y. ' uLLY, R 1DE'C NE STATE CONSTRUCTION S: ENERGY'; . 81 r CODES. NOT RESPONSIBLE FORr£' DESIGN OR CONSTRUCTION ERRORS 4 I aG40.eTwap RPAP a r! r i1 ' HOT MR ON, NEW Yadx OCCUPANCY ORS USE IS UNLAWFUL WITHOUT CleRTIFICATE BIC O T H R I A N C O U O $ L ' OF OCCUPANCY 3f; 1M1 11 Nutr. t{fw Y9}}, N. TIILnIN4Nt 11 R'.949;9A1 pqC [YtAt 11R 'YV99i�1f 5 I V 'k gal ' 71 t q " . I f .. F V E OE E2°16"r PoupH, - M _ --. INS 4 cAP WITH -IN' _ - li I FLOOR. ✓ WA "s III-A,EMOV E EXISTING '� II I _MARC wOOD.F..IAORRING' ._ eREATE �e PENl rl6 IN AREA op " GBM QL.eITIONFOUHDATIOH WALL _6D._RH. 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WOOD Srnd 0.S _pEMnR-C ti'; IOnI LINE / so of FRON7 ry \ x a s 0 PROPOSED —oNE STORY s I �pp5�j SEPTICS - �� A ,✓ A0 0�y�.-� A ,� - w / a N W ul '.mdy i Lec'nrloH of EXISTI146WE \ to ppc Pos ED RELOC/ T10N OF By-IS71NG WOOD To 5E/—CH m P ry P 0 V" o o- .6 A4 Y ' - 2 b i O F+ET /-WING WALL 4EI4 HryARI E$ SEE DwB, 03.H1 r„ F R o ti T Y ti R b R I � ?! b 30'-0'• _ Y 066��1:K NYS ENERGY CONSERVATION CODE Bu!/dg Drs,gv ➢egae Days 6,000 Drsigv'I'empemmm 0/72F Code Design Parc 5 ETSVII.OPE DATA: R VALUE rodr raq. pmu&d Rovl/Cuhpg R-19 A-30 Idvvr R-19 R-19 � Ettevor wall Ran R-19 ' ' Glazivg R-17 R-22 PLUMBER CERTIFICATION EvmmmDvvrs ` R-2.5 A-25 ON LEAD CONTENT BEFORE !+ SIaM1 Edge Insulation R-10 N/A PROVIDE OPENINGS FpfERTIFICATE OF OCCUPANCY d Eh1ERGENCY ESCAPE AS SOLDER USED IN WATER INPIL'PRATION: CEM YOLcrnIE REQUIRED BY PART. 714 OFSUPPLY SYSTEM CANNOT 'n N.Y. STATE BUILDING CODFEXCEED 2/10 of 1 %LEAD. w,nanwa o 37 CFM/LF Doors 0.50 CFM/LF i,IPdi7ER`NRITFRS CERTIFICATE p1LQ'f11ZEu Ill, uLrmvshall be lnaallrd ivvmanver tha pmndes cvvdvwty of PROVIDE SMOKE -DETECTING w',aadnn at Plat= has", am un=. and =omen. A vapor M1wder ahaR ALARM DEVICES PLUMBING M1elvcat=BacIla, wlat=ra®aianuftheivsdationEatenorloiuts ALL PL1A✓1RIN0 WASTE ao,,,aa ,.,wao,..s ma door evmrs, openivga bena.<o waua .oa AS 70 PA -RT. 721.1 !t WATER LINES NEED rr„Is N.7.$G111L01N000DE, TESTINGORECOVERING c�.ah�gr ,arta 6etw=m wall pm=Is, opcvmgs at paenafiovs BEFn/�„foul.nr«”�..a,<orrghfloor, wauv.andmvF,andauvtheesuch , OCCUfANyY OR cp•" °gs to du' M1uddmg envelope stall be fully caulked gaskned m I ndmnm�e se ded If . 1,p r tut'+ng ss used USE IS UNLAWFUL WIT 9U�T��jj R,� ICyATE 'I I 1! i)8 I . [I!� � �y LIST OP DRAR'INOS r ,,v i UN— r.EaTE APPROVED AS NOTEDY)�� 4.21 w&vePlun y//Y/o , B.P. esti ' cwr:a Nw=.. I DATE: At n=,00huon man w w,a 2la Floor \ � \ FEE: Bti' a Noundmivn Pim r \ � NOTI Y BUILDING D@ gARTIMT;AT A3 no., H.,- P and nw,r 765-18029 AM TO 4 PM FOR THE Elu FOLLO\NINO INSPECTIONS: Aa avrnl Plans Iv and 21,11 ['Ivor ,I FOUNDATION TWO REQUIRED i Exsenvr Hlevauon South FOR POl3Rf.0 CONCRETE \46 RmfPlan CYU6t1 I'ttltNllMG & PLUMRIPIG Gumrz Dctuls t AS E .aor Elrvamns Nvvh, East and wes[ rl Pv.U$T 1 L :1(. i.ivmg R. .lddmvu Plm, Elev and sectio } t'GNIPLETC C.O. 1 q, Living lLu Militant Wall Sectivoa and Omuta--- -- --- - - _-- q I ,, STRUCTI LL MEET PIIS OF N.Y. 'Cypual Detaas windows and En Dallis TFIE }aE(t `J Interior D... --- �TETRUCTION 14 ENER nte CODE S.TAPT1� RESPONSIBLE FOR - sl huevor El=v.6nns IGmhm and Dialog sy., DESIGN OR CF0 STRUCTION ERRORS 1,1.d Room Bath 1, 2,3 cod a ..111 --evamryli And2 TJ 7 I D/� I LINE of pFtoP os ED CHnIN L1r`IK FENCE SEE HEIG NrS Show 'I (7r RU NHING LE N6 7' '� DIMEN 510 M1S pP5E0 oN SUL"EY 13Y JaNN T METZGEFL (N.Y•5. Ll c. Mo• 4g6/8) 1 F R o ti T Y ti R b I � ?! Nu llwu - Huruian TULLY RESIDENCE l- Ir r I PIl _1'_ •'�`I II { i t I�- J� Vj _B Ft16TARfi RDAQ L !I I EAST MARION, NEW YORK � J. : T T) I I SCOT BRIAN COUG H L I N sa enam as^^ emaeem, r R. rvr aooro I mecePvvne acsasv.eava e�aermwe ara.ava.aava I — Rcnla Hi i O E L E V. T /a I N I rl G W T P�• E THI G w R L L S I T E P L. A T eO 'ori n7 04,10,01 Po©L. OI- 03 :31.0l ppCIT c I � ?! Nu llwu - Huruian TULLY RESIDENCE l- Ir r I PIl _1'_ •'�`I II { i I�- J� Vj _B Ft16TARfi RDAQ L !I I EAST MARION, NEW YORK " �I J. : T T) I SCOT BRIAN COUG H L I N sa enam as^^ emaeem, r R. rvr aooro I mecePvvne acsasv.eava e�aermwe ara.ava.aava — Rcnla Hi i mrm Ii Y J OF0u1N DAT 10 N P LA N rte' f P- a P O S E D A D D I -r 0^ 2 x 12 C� IG^ 0.C. 3°LAL,Y coLUHN K(21 SYUD WALL 7j L'/J, (2) 2 x 12 --- + �SPPc�6Tw'N `A-5 i - --� AND FRAMING HENIOEFLS _ 1 YFICAL r<LL SIOE� (2) 2 19- ,z "6 24,K6 STUD WALL 6LW - -- - 3"L,t LLYC LUM N'1 CUL L F - — -- •a- NO x — - N N OP c3 PLAN Ll,vl NG RM �ooF O 0 �—ExTEHsIaN I of Ex ST '1 I. ZEt'A INIIyG I i9 { m it I� I \\ _A�16N rIj_ dp Fpc E Op FouNDr �`� ISIoE ` AT1oN wA�.L Yah ✓- ` FACE or- wesT o _ 4' -on WALL IN EK IST. � I`v SED. FH No, —i - m 0 0 °p w Y4— I �• 2'-211 - -.--f _— '".. — — T Y 03.01.01 YOP of FOUNbAYIC7N L 3 b 1 It ^7 ° ALIGN WITH I II I �— KITCHEN EL•38-th Cv .1,F) .�.__- — - 1� 7p AYoP OF FOL) HSAYIcry•. — >--=-- _ ---_ - LlE nYba.uNE j— 2HD PLc F- w- II hoa W------ 9 -- -- --- —ID YoP of F0VNDAT10H 1 02.1?i,01� _ _ e EL. 381• �'/2 �V, I, F.� • - � 101 611 -� E%IST: FZETQING WALL Y F o v N D A -7 I O N P L } L EIS ND �II EXIST. �UNDATIOI`�. 1- WPLL hND FCC TI NG r 7a ReMAIN NEW r=OVNDATIo NI ++ WALL AND FoCTING crrNa. M/^50NRY UNIT (S �Sxl6)wA LL 03. 0331,o1 tipDIYIoN(--sAF2A6;E 02 03.01,01 GEN. DIMENSIONS of 02.15, o1 RZAY w NI Dow No. ➢nm Havitlav i T U L L Y RESIDENCE I 2840 ST \RS ROAD EAST b I.RION. NEW YORE SCOT BRIAN COUGHLIN i sa •Aax as^^ emaieT. >• roER, Nr Inoio „ xacm..no .a ala.ass.eaea e.aam.a.. am.ava.aaea i Fav�IbaT10N � FRAMIrIG PLaN� Scala %;Illi Oi/��I'll Oil A21' 21! nam I , O `1 • O O =r" 1' �; i k"1 03. 0331,o1 tipDIYIoN(--sAF2A6;E 02 03.01,01 GEN. DIMENSIONS of 02.15, o1 RZAY w NI Dow No. ➢nm Havitlav i T U L L Y RESIDENCE I 2840 ST \RS ROAD EAST b I.RION. NEW YORE SCOT BRIAN COUGHLIN i sa •Aax as^^ emaieT. >• roER, Nr Inoio „ xacm..no .a ala.ass.eaea e.aam.a.. am.ava.aaea i Fav�IbaT10N � FRAMIrIG PLaN� Scala %;Illi Oi/��I'll Oil A21' 21! nam I , O `1 • O O =r" 1' �; i • �4 D� 37 UP 17 P- -•- - EQ --- _ �1-- E4IL 7v c) i( 6TOH� i 12 1. II n8 k9 'O 37 10 _ r � O bAY H 4 KIN N 3 to EQ. 3� EQ IJP 12 K . r,8 O/-K7EP5 M 4 N -l. ___LLL I P 1 Sir 7 /2 - L FuH 10 Jill- ®I D Ly - I F w - w O i z OMED1h RooM STO FIE 'P YW W -- o 1 ni .STEP E4, EQ. _ OK iu-c I 1 _ _'I` Eo�E oP A ' --. i r R �+ .i �i 12 I RISE 7 %2 I � I� PaNTRY 14 � �`y=il Ru hl lo" I � � i m I ; /.6 F'IISE 7 STEPS UTILITY I 7H S SronE- �� 1 - r �wo 4 ,,J r Zr 41 02.15,01 - o -i --- ? OohFSING 1) OATHiIG�1. 30 Ji y.- `F gW E6Yo hIE-II/2 7HIC KH E55 I HD,1P, er ERM C ISE Fl�R• —_Y�- HaPDwnap SI+TRY EST2 LQ AV, \ SToIyE SroNE SroHb �. 51-0.1 51_6- 11 51_60 11 0 OS E c o N o F L. o o R, P L- A N O F I 3LV6SrOHE STEPS J $X 1571 NG 57I�u GTIi 0.L' P hIP i^p,Tlilo hl$ NEW 2 45TUDwALLS WITH 5/815,IZ, 007H SIDES NEW 2K 657 u0'/`IALL wlrrl % Err, SHEAVH146 LA-rH, 5KO V N4 coAr . S ruc�O Yo 1MAiG r+ 1 ExlsT�r�� I� AiV c)3 04,10.01 Mu�f�ooM / REq, 02 03 ?, I.OI S7 UDIOrGti R,�r 15 O I G :: 5,01 B/'• r 1 1 N V Q w No D01a Aev6i00 T17LLY RESIDENCE / :1840 STAR& ROAD ILA.TiMART.W, NRW YORK El OT BRIAN C O UGHLI N :19 eABT 3T° amR2LT. NLw YORx. m 10010 _\ 3LETRONE 212.26E.0992 TAaR30LE 012.173.2292 NEW Y, c)3 04,10.01 Mu�f�ooM / REq, 02 03 ?, I.OI S7 UDIOrGti R,�r 15 O I G :: 5,01 B/'• r 1 1 N V Q w No D01a Aev6i00 T17LLY RESIDENCE / :1840 STAR& ROAD ILA.TiMART.W, NRW YORK El OT BRIAN C O UGHLI N :19 eABT 3T° amR2LT. NLw YORx. m 10010 _\ 3LETRONE 212.26E.0992 TAaR30LE 012.173.2292 NEW a^rlt I S T U D Y ffl n LJt—_1L -- 02.1S.ol I MEDIA Room I ' I li, �I P L1EQVIP W G�N E_R_. o I -¢- IUNITS (2) ��-- -' 04.10,01 - - [� Q' (-® l � paNTRr- SEX, E� —1 =7 17 OPEN no - EXIT. ELECT. / 1 1 t �" �urll.IrY 2Y3�h n4 S I'H i 6arH 5 --A sPIT SEX 7ATH G — - I —�� -Wd(iK i4N1, ) ' ryOYE%LOC^Tl0H 2P E> 7ERI0 s. ScoNC"E! -- -� / io 6E SP4Ti Eo ON SIVE 617' APCH I"EC'r 1— _ EX E1 ISE 'FRMS 1 �✓ EN. t OF R S i F L P E L E C T R I C f+ L / fZ E, fc L E G A A Q 1 s T u c c o S N 1 N G LES 1 5 r J C L O O \ ILI®'O p P.OPO5EID ADDITION ' a p.e�ocarEb FR Duplex Receptude " d r Quad Rereptade Ground Fault Interrupt Receptacle LIKING R00r1 J = FR Appliance Cutlet s 2 Lire Telephone Jack TV Cable Jack n4 1-ligh Speed Internet Cable Jack Switch m - 3 Way Swnch ' EK - +E C �._. J -'U- Pendsnt sEcUnITY EXIST. PAH EL RO1e V ELECTRICAL AND {VIKING NOTES Run (4) 2 ware telephone lines to all locations as shown in drn,Igng,, All swatches, receptmeles, cable, audio and telephone counectars to be Decor.' as Inanafactured by Lovelorn Insmll smoke detectors as requared by local codes I Locule Irghling rosiness required by local codes All switches to be located at 38" AX F and positioned vemrslly udess otherwise noted. NI receptacles shall be located at 12" AXX and positioned honzontally unless otherwise noted LEGEND - Duplex Receptude " d r Quad Rereptade Ground Fault Interrupt Receptacle LLFloor Receptade = Appliance Cutlet s 2 Lire Telephone Jack TV Cable Jack 7� 1 1-ligh Speed Internet Cable Jack Switch m - 3 Way Swnch ' -. ;Sconce J -'U- Pendsnt Recessed Low Voltage K Bath Fan and Light aa n - Exterior Receptacle w u1 - Exterior Light O2 04,10,,31 MuP 0-1`11'yA FLEA OI 03,31,01 ca13.�.ti��G,e, Nu. Data R.vW.ra t, TULLY RESIDENCE 2840 BTAAn ROAD EAST MARION. xo w YORK ----------- SCOT BRIAN COUQHILIN s¢ ..eT aa`^ aTxvx, Raw Y"" NY a`aoo Teuvsoxe ala.ae..'a¢s a ca.rria Yaaa.avasaoa 0 A41` Dabs I�.cq,co i i F � I P RO Pas ED IDDi 710H — 4IL � � t Z5�-psi ON o P- T H I Al^� �5 V c c o SIM�_ 44 -- 4 0 m, U s T c c o F Q r. 9 13 f4 I'� / - �i� ❑I l7 � �. � ^_�I SH VTiER �' GUSYoH IRa� _ I cuSl aM 12 nl I(iSI�V r� V - o3.bl.ol 04.13. r�1 A7 02.15.01 TYPICn- i IIF4 .v Os 7 E L E V AT 1 o rl I 0 C.L. LI�I,NG rRoorr coufiYYo.'Ro"- fi4. E4. EQ GI -o" Ow e s r E L. E V sL T o N Cp rC WPLL� Na. Date D'Woa Y i T U L L Y RESIDENCE 8890 6TARB RO.D E.•6T S9ARlON �NRW YORR SCOT BRIAN C O4U O H L I N sa anex aa•' exreeax, v area, rcr aooio /i Twexvova aia.ass.eiva rnoo`ea�u. ais.9vssaaa w S�a1e �p�i � 11,�II I A5 Data 1 . ©9 .00 2 P" E / L/.4 /U coNSULY `N� AR CHITEGY RE: DIM. Sl%ZC OF WcoP YaIM it ryi%2K 16 WctoD MICFCOLA-N —� WITH bLOO'-IM6 A5 P -E -CZ, ` �'g GwD wirH v,a Pow —� X811 EY --r, PLYwaoD — SHEA'-'IHING w17H aIR h NFILTI�hYIaN f3r�l�l'.IE.fZ __ _ (Y Y v E la. o rZ 121 ov E R. PLnSHJ r1G AS PEcRUI ri-ED- r I - _3i - -� EQ2ND FLooli Y ' ovERHn NC K ! O 2y" �• c (%..] NE 0 wall. I dE,roND 1 2'� 7. G.I. 16'1 o,c. _ ' o e s' (iIOID I NS U L/•710 N4 OD E i/IN I L s E C T I o DlI, �I/21` I � I T2 2 %q SHEE. j'' - Rock tj° >IIk9 4 4 ---- HYL Co FLHEFL gEA. P OD7 L. JA 1-1 P> �I, Il.oll Io \o V , SECOND P OOFL'•�IisT I , �PLoorz� HpFDwao S To N E 71 L E ' IADf�IhY CI Na, SCFI e, E; jO FLP• 3�II�Oo POPLAR (Tfr) O0T LY f" O bTL.� WD. JA 1,1 INTERIoFL WH•bL yj1- II'-p'I I'I LE Yo MAYCH EKIST: TF INSULA -r IaN _/,ss> r,(p wfTH vs-Pof¢ i UNDER. �LYEM6EDDED 'r+oo r -INS C7YPi o.c. (7YP,) E. F1L1.� 41I ATED PVC PIPE lj •� (YYPICAL) .,, _ _ �N . C YP) OSECTION TI-IFtDIJGH LI'✓IrIG a WIDTH OF J. H5 yr Rl ES Y I L E 66 TYFl. Sao�LE oN FI��S I FLFz, No7E' TYPICAL 51 LL YO IM rcN E<IST D6Y/-I I. �o BVI H r70W S ILL• A. - OS E.CT IOH 7 P,0 U G H L I v I hl G App1710 r -q OIL p0Fi SILL /"—ms's FUcoo 0 ER. METdL Lf•TJ S ToN E_l 2 2 I - _ I P iT ( I 6 6 O R K Yq SHEE7P-OCK l'+ I D E T A I L � 7Jil'- II^o 0 NOrE: FOOtlr1G SJ LIVING RM tiDDI TION To RE'5Y oro UNDIS T'VIiDED SOIL J N. Bute RevLiav T U L L Y RESIDENCE ESIDENCE 9840 'STARS ROAD t HAST MARION. N W YORK SCOT BRIAN COUGHLIN ' ae use as^^ NxreeaT, N w roreR, Nr voolo •' TeiccvON¢ 31s.a59.ea'!a —wa DAlat 212.473,22" W IT'D, cc,�7IaNS � DE'rrLIL,$ 90010 %21 % I I -On , Date I I .oq, oo A7 41 is D0 � �� pN..e•I N.SG IP (rrP� � A \ m i� P\ oP. \\ 'I' �0 Fly \ �A L _ , _. _ � ISSEOM HYcP ` ki FE Has wl / \\ * _ yyp LL off FOP Ta I H 6 _ µ - av D YcP ©P WIN" -46'-o / + * '0+l D\ A I v a5 E D N i 41 is D0 � �� pN..e•I N.SG IP (rrP� � A \ m i� P\ oP. \\ 'I' �0 Fly \ �A L _ , _. _ � ISSEOM HYcP ` ki FE Has wl / \\ * _ yyp LL off FOP Ta I H 6 _ µ - av D YcP ©P WIN" -46'-o / + * '0+l D\ P in �G HIGH GH�IH WHK� HCE� coL.o jL DLAGk ) Y D5 I T E P L A H SURv ErY 5Y JcHH L METAGEi. (NY.s. L.Ic. NO, 419G/e,) CCCUPANCY OR USE IS UNLAWFLIL WITHOUT CERTIPICA OF OCCUPANCY A7 PR'Cy rCOZ AS MOM DATE: 1.(11 ©I B.PN �9 (1 v� FEE: 1)D NOTIFY BUILDING D ARTM -NT AT 765-1602 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' 1 FOUNMkTION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH'- FRAMING 6 PLUMBING 3 INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEEF THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS lIpERWRITERS REQUIRED CERTIFICATE RaEM� EDIATEE POOL TO onDE .. UPON COMPLETION BEFORE 'WATER' %- 3�"7Do `1 1 I \ HE,w2' WIPE 01 L4 \ O S z a �A-G fe 6+ 3 AP, f!, DATE: 11 l D I j09 + wu FEE IF B,I — ';N TAT 765-1Y 2 9 �" I' ' ,I FOR THE ' 765-1802 9 : � ' ' FOLLOWING 11" ' I FOUNDAT1 REQUIRED FORFOR PO,;.`. FE 2. ROUGH & PLUMBING . 3. INSULATIn 4. FINAL ICTION MUST. / BE CONII'"l-'O O. ALL CO" � SHALL MEETT 7RE(7U!' t QF THE N.YT N- 6 ENERGY ES FIT;; ''' ` BIBLE FO'.; DESIGN OR CGr!Si tol Ohl ERRORS ic',�I ` I v a5 E D N NYS ENERGY CONSERVATION COpE R9a/dng Type Fit 20x40 Desigo Tcanpetamm 0/72F { O ID.O Cade Design Post LUNE OF EK157. 011-r d]O i -D 7`0 A 12'CT� 0, EI F.EHo✓'ED P in �G HIGH GH�IH WHK� HCE� coL.o jL DLAGk ) Y D5 I T E P L A H SURv ErY 5Y JcHH L METAGEi. (NY.s. L.Ic. NO, 419G/e,) CCCUPANCY OR USE IS UNLAWFLIL WITHOUT CERTIPICA OF OCCUPANCY A7 PR'Cy rCOZ AS MOM DATE: 1.(11 ©I B.PN �9 (1 v� FEE: 1)D NOTIFY BUILDING D ARTM -NT AT 765-1602 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' 1 FOUNMkTION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH'- FRAMING 6 PLUMBING 3 INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEEF THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS lIpERWRITERS REQUIRED CERTIFICATE RaEM� EDIATEE POOL TO onDE .. UPON COMPLETION BEFORE 'WATER' %- 3�"7Do `1 1 I \ HE,w2' WIPE 01 L4 \ O S z a �A-G fe 6+ 3 AP, f!, DATE: 11 l D I j09 + wu FEE IF B,I — ';N TAT 765-1Y 2 9 �" I' ' ,I FOR THE ' 765-1802 9 : � ' ' FOLLOWING 11" ' I FOUNDAT1 REQUIRED FORFOR PO,;.`. FE 2. ROUGH & PLUMBING . 3. INSULATIn 4. FINAL ICTION MUST. / BE CONII'"l-'O O. ALL CO" � SHALL MEETT 7RE(7U!' t QF THE N.YT N- 6 ENERGY ES FIT;; ''' ` BIBLE FO'.; DESIGN OR CGr!Si tol Ohl ERRORS ic',�I 02 of o3.aLOI a�cIY IoN - No llaw Ilev.re0 }l1 T U L L Y R E S I D E N C E 2840 6TAR6 ROAD ! RAST MARION, N&W YORR I I 6C OT B R I A N C O U H LI Nye f1� 9e swum asp^ emRRRT. xxn zona, xz 10010 ' TLOLI.nNE 212.963.9972 nAOSINILR 919.401.9999 Boul9 Date ^'O� .00..'1.„� n,' . NYS ENERGY CONSERVATION COpE R9a/dng Type Dcsigv Deg, Days 6,000 ', a Desigo Tcanpetamm 0/72F { Cade Design Post ENVELOPE DATA: R VALUE .Ae req. pa9RlLA 1 . II i Roof/CeJW R-19 R-30 + i He., R-19 R-09 E9redar will R-18 R-]9 u1.' Masosg R-1.7 R-22 ti EvRance Doom > R-2.5 R-2.5 _ Slab Edge Imulaum R-10 N/A INFILTRATION! a CI'M VOLUME ' 11 W Wows 0.37 CFM/LF Doors 0.50 CFM/LF Insid uov shad] be installed In a manner that provide contivmty of ivsulanoo at Plate lions, all lives and comers. A vapor homes shill d be loomed on the ud. a son aide of the u..1.6. ERtevor joints ' or.iood d wa and door frames, openings Lowen, waM and - f, -dr g. it between wa11 panel, openings at p Ti,m loan 1 -lily -s through Roos, w;dls and mo$ and i0 other ouch '. .permig, m die budding cnvelape shall be fully Hulked Basketed :end otherwise sealed f LIST OF DRAWINGS NI Site Plan N2 Genital Notes d Al DeenoRtioo Plan la and?ne Fl.,J, I A2 Foundation Plan n3 Floor Plans 1^ sand zea Floor f A4 Electonal Plans to and 2^e Floor+ Fitted., Elevation South A413 Raof Plan Guyer Detadls A5 Extevos EEvauons Novh, East and West A6 Dvrng Rm Addition Plan, Eley. and Sectio- TII i A7 Living Ren Addinon Wall Recuvnf and Delpils Typicd Deta05 Wwdows and E. Doo. �� '1\ Ivteuot D.A I Ivtenor Elevations Kitchep and Dosing^ Mod Room Bath 1, 2,3.44 '{ -siramry, l:and2 •las P: �a't`! 02 of o3.aLOI a�cIY IoN - No llaw Ilev.re0 }l1 T U L L Y R E S I D E N C E 2840 6TAR6 ROAD ! RAST MARION, N&W YORR I I 6C OT B R I A N C O U H LI Nye f1� 9e swum asp^ emRRRT. xxn zona, xz 10010 ' TLOLI.nNE 212.963.9972 nAOSINILR 919.401.9999 Boul9 Date ^'O� .00..'1.„� n,' . t sk ( ) , setr Curled logo gl'pm.Hw bhwh Ts fJ ' poaitiouy(Sbadwue robe def ivied 6y a..b,tect NEW/EXISTING L89i1inRIOR DmOR BARDWARIJ '; all new sulaidgmg done, sw.m receive YCw himarna appmpristq 3' Al to their iatanded are Ma vfarl.nr Vudq lBll Shu _ N3i, ' p4lvoq PA i r 1 Handun:BALDWINm�no,5154("-oRtabbedbfoaae) Cmtacc Nava + rnLngek: BALDWIN 4i14 sq. tamer limitYf s (BNsh: dl ", Tot hhA6e i' N� ,F. V0.286.20 mhbrd bronze) ", '.di All hearing and ab conditioning equipment, aressain es and appnrlalmce shall be UL hsted and installed in accordance recognized testing laboratories other than UL or natronaHy recognized Kncha 48" Rootage Viking / GENERAL NOT66 r 48" exalts braid .y •^ siauilcss Framing lumber shell g grade g equal or exceed the following a: .!F .i t^2x2 The term Contractee shall refer to each 46ntractor/sub contractor performing work on the *JaL Sub -Zero through 2x4 framing' N2 Douglas fir Bonding Fb= 1400 PSI single Valve all plumbing fixtures, 24" dohanrher 2x6 through 2x12 fraaung 41 Douglas fir Bending Fit= 1250 PSI single - The applicable drawings and specifications we ullanded to outline the extent ofUwork. ' ' 1450 PSI repetitivew The Contractor shall not scale from the drawings and shell advise the Architect, m wafting, iN'any discrepancies or changes required to conform with ' All workmanship including usiling, blacking, bridging, etc. shell conform to The Stale of New YI'ak Building Codes. site conditions Woad Cmmmg shall be used above grade unless otherwise noted. AB items specified amipteded to establish quality of work. Products atelier monufgenneQe equal in design and color may be substituted, if Laundry !62T washer Provide quality, ledgers, blocking, mailers and rough framing as required. approved by the Ahhitgcl rewriting prior to purchase, .lute 'Fhe limtish install code, Provide 1/2" dia. 1'0" long muumum threaded anchor bolls at 810" O C, maximum. contractor shall and lift material and equipment as shown, miless Otherwise staled in Bre drawings, All matarihl shell be new and of best quality. ' All framing to be done in accordance with latest addrhon of "National Design Specificalrons for Stress Graded Lumber mrd its Fiisimings" as , All work and materiels shall comply with all applicable codes, building regulations and standards, f published by National Lumber Manufacturers Assessment, All doors required to be Ire -Rated shell bear the proper UL and BSA labels affixed to the style ou,the hinge side of dear, I All lumber materials used in framing and construction shall be good, sound, dry material, Fre,:, from rot, large and loose knots, shakes and other imperfections whereby the strength may be impaired. „ r All Electrical work to confenn to The State of New York Umfmm Fire ordinances, Prevention and Building Code, NFPA, National Electric Code and local 1 A competent person shell1se m direct charge and supervision of the work and of fades requm4m fulfill the work throughout the duration of this All bourns to be set with the natural crown up. projecL NEW CEDAR AND ROOFING NOTES Femme with double headers and biomass around openings logo- than spacing afjoisls m studs All work shall be perfoiyled illi a workriwn like rr�fpfIt���ier by competent ant{ akBldl workrg4n and tradesmanin accordance with the besFsccepted trade, 1 practices and standards fid m accordance with nliiuufactmo-'s recemmendatho* fa" Coni -Guard Western Red Cod. with Fire Re r� ' , ',t„ Provide 4x4 or 6x6 post or 3 2x4 or 6x6 spiked at bearing P () p g points of all double framing mem6en:'pW ass otherwise ootid (typical) The contactor shall obhim all pecams, pay all f* prepare and file all necessary forms and be responsible for all required approvals by all agencies IrsWdoa Detai4 rs Approved bli the C<du Shake @s Huff fi' Provide (3) 2x4 or 2x6 spiked at bearing points of all triple framing members unless buying Jinitiation Mu rihe project. S'N' Expo.d Face otherwise ni The Contractor shall tie responsible My olandidog 01 inspections, approvals and cexicejty Provide double joists under all pmtitions parallel tojoig, F A copy of the latest set of ConsWctioq end Engineering Drawings shall be of ;the site times fm by the Architect Provide solid wood bridging 70" 0 C. Mammo for all joists Bolt= ends of bridging shall not he nailed ural after sub -Floors me bad posted job at all review These dmwmp shall be managed and updmed'yvith any changes made during construction by the contractor Mad rammed to the Architect at the completion Provide solid blacking at mid -spat of all floor joists spanning more than 810" of the project (� AahitecmraBy Cornea Wand Column Led Coat Drip Cap at Eava i Where sheathing is not plywood, diagonal bracing shill be let in at external centers No work involving additional cost is in commence without the written approval by the Ainentecl and Owner. Memone Reaistant The contactor shall remove all rubbish ad waste lmetmial from thejd6site. Wavle material shall not be allowed to accumulate on the site. V All structural steel shall be new, clean and straight, and shall conform ta the latest addition of the ASTM A-36, finish naft cemfiestes. lob e The Contractor shall hake precautions to i p protect his workman, the Owno- mrd the Arclutatfrom hazardous cord:pons or accidents m connection with 1 All sWclual steel sM1I comply with the Specifications for Designs, Fabrication, and the Enation ilafthe Structural Steel for Buildings of the AISC the work in progress 4 Shop connections shall be welded or bolted unless otherwise noted in the drawings, field connections may be made with machine bolts, muumum The Contractorshipshall guarantee all wink and materials Cm a period of ane year from the acceptance of the project, against defective materials m i ' boll Size 1/2" or as noted m the drawings, workmanship j Provide holes, coping ere, required in structural steel members for other fades. They shall on l#t structural steel shop drawings and they shall be All work shad] conform with the Construction Documents, the State of New York Umfmm Fire Protection made lin the strop. Field burning of the holes or cuts in structural steel shall not be permitted exiocit6vith We specific written approval of the Architect - and Building Code oriel all rales and codes of agencies having jurisdiction over the project, including all OSHA requirements. i Provide bearing plates leveled with no shrink grout for all beams bearing i on concrete masonry. The contactor shall carry all appropriate Manages, workm ems compensation and Lability in the suits prescribed by euti o rifies having jurisdiction 1f All steel base plates not shown on the drawings shall be 6"x6"x3/8". All steel levelmg plates shell be 1/4" thick size to match brise later over the project All holes drilled through steel plates shall be 5/8" dismater unless otherwise noted. p All footings shall rest on undisturbed soil or rack having a minimum bearing capacity of (2) tons per square foot j All columns unless otherwise noted shall be 3 1/2" diameter standard weight mimmmn steel gh rype celw»ns with 3/8" steel cep plates'. Footings shag not he placed on rock whose surface slopes more than 10 degrees. I All steel senor for woad framing shag be 3/8" weld, Bottom of extant footings to be corned a minimum of 3'6" below grade Do not backfill against foundation until concrete has obtained maximumI 1 All bolts not indicated shall be 1/2" diameter complete with washers mid Mrs. i mr I strength Provide tempay bmcmg here backfill is placed against foundation walls before flooring construction is in place "-' - New Partition ST, STL. Stainless Steel Contractor to verify all dimensions and heights of steel in field. Where footings as stepped, bottom shall be stepped not more than (2) feel vertical to four feet horizontal. A3 1 Elevation MECH Mechanical Roofing and siding shall be as shown in drawings At no time shell bulldozers, or any other bogy equipment be allowed to approach foundation wells closer than (S) feet Drmd l_ ) f0 Equal Detail Section All operable windows and doors shall be weather-stripped and cooked Concrete work shall conform In ACI -318-7I ' DemiVNu rider All glasswuhm 18" of than shall be tempered or kso mated safetyglass Concrete fm cowed In place construction shall be stone concrete having a minimum 2500 -PSI ultimate strength in (28) days Note WD Wood Steel Concrete Reinforcement Bus Billet steel deformed bars, ASTM A-615 sizes noted on drawings. ! Heating, domestic hot water and au conditioning equipment shall be installed and sized in accoej mw with The State of New York Uniform I. Prevention and Building Code and Energy Conservation Code. Welded Wire Mesh (W WM): Grade 40, ASTM A-185 sizes on drawings. Dinar Number HE. WD Hardwood a k I +1v. re .,.�ww:...- - . _ 'r, ., w...... tr "v'%+^ <i'rM.ui"a'aiiid-�'.Ai`to kh"._..- -'- 1. Ins - '- -- - -- - - - - - -t.'sa<' Rigid Insulation W/D Washer/Dryer 9R11Ti 0"NCR➢Uf Batt Insulation CLST/CL Closet NEW WINDOW AND DOOR LEGEND NEW INTERIOR DOOR BOXPMULE ' CAB Cabinet f �' PlywoodCOL. PLUMBING FIXTURES AND PITTINOS "0 ^6 huyN 0. sew apa.i.gr l ro.fo'rn tl;u niri a dibrnpner is order r, on Metal Lodi EXIST Existing 1 1 5.070 414 loosing french doons on. size type fiviah �� Blocking lrrYban gpe nmkflnek! fob mmmrxb 2 267.0 41h french door Shim CC General Contractor 3 v i E 5.010.6 41h custom window w. ash tap I 24 7.0 do¢t painted Finnish Hardwood Kitchu en vde®oarumk. Eli stakiless ' 2 24 7.0 ria formed 4 2680 4'A privacy P faucet Newport oil ribbed bonze 5 v.If 9.080 4'A emmm paicnics wivdos 5 2.47.0 privacy_ plhvted men cuu Swel Bkay staialees pop sok Efaucet Newport 6 6,0 8.0 41/a inswing french door 4 4.870 doaet double dear painted V.f F Verify, in Field 7 3.6 7.0 61h custom wood/ghat eaii I 5 2.8 7.0 passage fire rated' painted bone Laundry uode.sount sink play stande e 8 6 26 7.0 privary painted 5,016 4'h .ashwind.w m rM3 - s faucet Newport od robbed booze 9 3.0 7.0 4'h wand fixed ioseh door - "'id "= - 7 4,0 7.0 curd doable doer. painted Bath i toilet 10 ¢Lf 3.07.0 6'A .whom0 5.07.0 a e d bldoor painted ¢rood/gloat mnmce� -" tan' 8 We '9 I shower part it ¢if. 1.67.0 4'h custom wood firm. whole. -`,:"! 267.0 povacy Pain[d shower Newport ' `(sir i Privacy double dens p' ted l2 5.070 4'h onrmm woad window .30 4'070 :I d.Ld dbt siott, pe RE etiaiug casement ,!ad.. !ski.,' 11 ' 4.9 7.0 Rai double door Praised 1 fiucm Newport ' �IpI. 1126 TO passage pem[d shower roonols Newport 13 26 7.0 privacy painted au washouts; and tlooa see m be dbl gl.ed corm wood wet nit[. t X010 ' mmufirw.(16y Kolbe avid KaBie or equal ax approved by'atchirect Bath 2 .Jet contractor to mebrouWannfs.turer apecSuBon discos for approval - shower rot -els Neaport 'Xining apasisgt / Yarify dinutia.t iA&1d dm. pedesLd sick N)L3V/HIXIBTING EXTERIOR DOOR HARDWARE on , size q fe finish i faucet N<apott all mese and ezhting door are m receive ears hspdsen appyapusm � Bath 3 .dot . to d.b intended use $ ; 14 3.0 TO 'gorge painted ! 60" tub ' i(k _ 15 24 7,0 closet, palated .. Handrttl:BALT7WBol soodcl on. 5154 (fid.bteII rybbedbiopza) I6 S.d'7.0 I nib IIuin s Newport 8 CvPai uu doable dopa bel ya passage pain r pedeoW sink _ Locks: BALDWIN model sem. _,-(fisilabl dl rubbed brooae) ('^'" 17 25 7.0 privacy painted r faucet Newport Hinges BALDWIN 4i4.q. comer bun Iminge. (4,4L ail ,ribbed 4A 111 5.07D posoage double door, pmtrdj J- 19 26 7.0 privacy Painted Bids toiler 20 Z670 Privacy painted i 60' dew foot a6 21 '2.67.0 .ckoer EXTERIOR SHUTTERS Painted '', 'M fittmW Ncwporr i pedestd sack 22 267.0 pang. painted - faucet Newport ae. .ppaodassli dkr .ra frcavn, MW 23 2.6 7.9 ilayage Palatal . y 1 261.0 vdf Vutan Hillt fdveaift , �i` ddoo.robecrmi. threcIsmol dame l{ ) Lev 1 nib wall mwatsmk 2 263.0 vxf. VixenBII "J tannage IV. poplar fumew111 VA MDF,ni.d Pond '+ faucet - Newport phc6uag with45�J (Job., 'I lamifo receives sen md'la[ch ran oU m exte[ahutfen to cedar and sta.ed, opld[selated by aahWft nv L2 aL .'�:� -% pedntal sink " . _ Ms.su ear Select lwd1oc 77eon � flute[ Ncv'Pon yi Ifs North]sva,, NY 141/5 SRUTTERHARD�WARE, id s' J ; Cua.eat Buy.0.y APPLIANCES] ' '¢ Tel, 716 5355.9900 ea, 22 ( ) any LT* hinges Thea Hill black $ F'716.5]$.9923 a< 1 ( ) as Ring PWB �Hgl black ,(uhi • .)p lm oban type ire f/nodd! f 'rd .wvuwb sk ( ) , setr Curled logo gl'pm.Hw bhwh Ts fJ ' poaitiouy(Sbadwue robe def ivied 6y a..b,tect NEW/EXISTING L89i1inRIOR DmOR BARDWARIJ '; all new sulaidgmg done, sw.m receive YCw himarna appmpristq 3' Al to their iatanded are Ma vfarl.nr Vudq lBll Shu _ N3i, ' p4lvoq PA i r 1 Handun:BALDWINm�no,5154("-oRtabbedbfoaae) Cmtacc Nava + rnLngek: BALDWIN 4i14 sq. tamer limitYf s (BNsh: dl ", Tot hhA6e i' N� ,F. V0.286.20 mhbrd bronze) ", '.di 0 All hearing and ab conditioning equipment, aressain es and appnrlalmce shall be UL hsted and installed in accordance recognized testing laboratories other than UL or natronaHy recognized Kncha 48" Rootage Viking / stuivless r 48" exalts braid Best siauilcss 48"[e5ige[ator Sub -Zero staWcss Valve all plumbing fixtures, 24" dohanrher Miele white mictp(convadon GE whim - ... flat and Cold Supply Copper Type L Vents Copper Laundry !62T washer GE white 2T' dot dryer GE .lute 0 All hearing and ab conditioning equipment, aressain es and appnrlalmce shall be UL hsted and installed in accordance recognized testing laboratories other than UL or natronaHy recognized with some Nationally trade associations u9ff be accepted in hem of UL Metal flues, ifapplicable, shall be UI, listed, triple wall, insulated metal type, installed in accordance with UL or NFPA specifications. r Bathrooms and kitchens shall be exhausted in accordance Inch The State of New York Uniform File Prevention and Building Code. All Plumbing shall be done in accordance with The State of New York Uniform Fire Prevention and Building Code, local jurisdiction and beat practice Valve all plumbing fixtures, PIPING GUIDE ONLY Under Water Supply Copper Type K Soft flat and Cold Supply Copper Type L Vents Copper Waste Copper Soli Cast Iran Plastic piping may be used cos permitted and approved by local building code, j Water Service 111ID Kitchen and Water Risers 3/4" [1) : All Other Risers 1/2" ID I hhsulale hat and cold water supplies. r All Electrical work to confenn to The State of New York Umfmm Fire ordinances, Prevention and Building Code, NFPA, National Electric Code and local 1 'EXTERIOR WOOD COLUMNS NEW CEDAR AND ROOFING NOTES Aa Cancer Wood Column �'(d) od Caen Wood cap and Barna fa" Coni -Guard Western Red Cod. with Fire Re r� ' , ',t„ M.i are Resonant IrsWdoa Detai4 rs Approved bli the C<du Shake @s Huff fi' 9.6 height S'N' Expo.d Face Shah / 10 habit arch / 12 arch .t Lase Double Coarse a Eava Siegle Ice Dam at Standard Bay. j'Optor..! far Hot,.." Parti Docile Ice Dam. Living Room and Kitchen Eaves (� AahitecmraBy Cornea Wand Column Led Coat Drip Cap at Eava Woad Cap and Bae ted Flashing .1 Chimney. Memone Reaistant 8.6 bight Copper Gun¢ Hangers to be hooded poor to laying.hivghaa " Shah / 14 inch at nteck / 16 inch at brae C: MasYfarnar. American Wood Colum- Corp. B.aklyn, NY 1• TA 718,782 3163 ' Fait 718.387.9099 r A i 1f i I SYMBOLS ABBREVIATIONS I ' 1 Existing Pouhon GWB Gypsum Wall Bored "-' - New Partition ST, STL. Stainless Steel '2 � A3 1 Elevation MECH Mechanical Drmd l_ ) f0 Equal Detail Section iyp Typical i-� DemiVNu rider Mtl Metal h Note WD Wood i i Align PTD Paroled V Dinar Number HE. WD Hardwood 'tel- Existing Doortrrone CONC Concre'- ---� Window AC Air Conditioner Rigid Insulation W/D Washer/Dryer 9R11Ti 0"NCR➢Uf Batt Insulation CLST/CL Closet I Concrete Fill CAB Cabinet II PlywoodCOL. Coltunn CPiaster on Metal Lodi EXIST Existing �� Blocking FL Floor Shim CC General Contractor Finnish Hardwood O.C. On Center Swel N.I.C. Not in Contract iAluminum V.f F Verify, in Field bone s Room 6 S ,RM 'f Center Late V ,. ORATING AND AIR CONDITIONING HEATING Lsw6 Ravn aadMudRaenAddbon New Radiant Hearing System m be Compatible with the E:dscrof System Currently Installed Boiler New Boiler shall be Installed and Adequately Sized as Required in Effectively Roo the Ensuing and New Radiant Heating System on the First Floor and the Has Water System on the Second Fluor BenndFlmr All Hot Winer Radiators shall be Appropriately Sized and Installed on the Secoad moor AIR CONDITIONING M-11-1 rrtoy,& x Gorge Sivd'r Roo, 1 IuateR New Forced Au An-Coadmaaing System Throughout System shall be Adequately Sized and Ducted to All Primary and Secondary Rooms, I, NVTP- r (foNTP-Ac,70f2 To VIDE APpr-4. W/ SHOP OTN--F- 15U)WiTALA, TUU. ve:7- L.4. % -IF/A1'tKE * Air,- (XNDtTi6N0I6t 5yST-EMGs, No. Date Ibvhion a: T U L L Y RESIDENCEI P840 6TAAB ROJA�D� RA.T N ARION.'ay YORR S C O T B R I A N C O U G H L I N d' se away a... exae¢x, i a, You., rvz root. Tar. -r xona nra.asa.eaya .Aoaaums ata.tvM.aaaa N©TE.S SCH EpU LES Scaly N2' Date ,Oel,Oo r a 9 I II I PSD. RM. No. I I I 0 6P, RM• Ne, 2 P a fz j, N=.3 �D. FM•Nr. �• REMOVE EXIst RouOH- INS � aAP WITH -IN FLOOR. 4WALLS I II -0.EMovE EKI571HG III HARa WOOD FLOORING Ili AREA OF DEHOI-1710H _I I -FLE HbvE NASO NIRY \f WALu PLR. Ta oI.G. 4 PROvIDE 51HOF.IN1G ro SuPPO(LT CLc, I JOISTS I I {-rte REMo./E Doll"4 F-RAHE GP•EATE RouGH-OPeHING III Fop. RELccATED P=,ZPF- �I R.EMovE WINDawS*MVwION$ I P I T'a MrsoNay"sILL II �p.EMovE S&—T4• HEATING rel FM1OVI DE SHO0.1 HrO - I. I_ To SUPPOP-T OI.G. I' vo ISTS I'I � II-� NoraREMoj1E. ALL. EKI$r• DOoI JAM65 4cnel HG I�I -I-r-�--- EuISf. PLu�-tDING RO U6r'• IN To F.BMAIN Sn �I RE MovE oi l R� LANDIH6 FJ LOOp� OISTS Irl S'jAIR HALL III �* NoYs: PEMouE ALL 6/SE 1 �,CFowN MOULDINGS REMovE SxIsTIHG HAR•0'-'CVP PLRG. EnrH 3 EXISr, PLUM6ING RouGN- IH To F""ON cur e,^cl RooF �KrENS1oN _ bvER EKISr'• GNTP•ANCE RAFYEP, ENDS Ya 3E CUT Yb -MATG H'EkISTI NG ----- – REMOVE EXIST, WINDOk)�SI UL CO NG fiLK tFP-AMINOIrIG 'YO .'r.tG Elva HEw FhE �ILH Pm FS 5 EC o N 17 F L O o R REMaE EXIST. CVHC. C�A-Ft ov E R CISTERNS REMo`/E EXIST` WINDOW J^M %5 Tj ,,.-1 WALL YD FLOOR- C r Ob, 31.01 I —` STV DID I' GAFn6E 6X151. HD• WP, C Ib I I 1c. t y 17 tl*Yt I �I ` • �_ L Ill'� `�` REMOVE EXISYIN6 RIO, STUDY Ex15T ?II -P 6pEATE OPENING PPiiGE1�E HEw WINDOW A•I-I GN WI WINDOW AP' E REMOVE EXIST, co Hc. CAP ovEF CISTERN �EP-L p.NY DI$cHPF<GE (r YPIca L) �, EY IST. TILE L---- - -� —REMovE EX157,GMJ VVAL•LS FRoM S 70 cwo, Jolsrs, SMop.E UP cel LI NI6 JG 16T8 - cRF.uTE OPENING IN FOUNDATION "ALL- To ALLTo PLEGEIv& WIHCelVJ R EMO✓E EK IST, Pn RT 171 ONS TO SL.Ab (TYPICAL) H0YE FE hH OU E nLL EASE �'0"J H MLDGS T14P.0-GUT TST FI-oOFL I I I I-�' I` CREATE OPENIIHG TH Rou6H FcuHDATIaN WALL VERIFY HGYr w�'PCHIT ECT II III __- S IRH.& 7 +r o I— I Ilr-'rTl +�- r --I I-+ • II +-1 �,r j-� I UTILITY RM. - -E =J ---r={-- rte- if �FI E7<IS7. GONG. • i I� ES II Irt -- sT _may G3.31.01 ENTP.A•NCE-- REMOvE EaXIST _ LR r=mC E, - GONG. FAP. CA 611-1 E.TS 951 H K5 EK15T TILE FLariR '1'© %E REMOVED TNRouGH-OUT T F l o o R E M o L r 1 o M P L ,6 N J, I, r, P•EH,V F co HC. SL/ 01 4 cu -r, UACK- EXrENssIOH c �T -- REMovE CboFL,PaAME SILL -BEHOVE WINDOW FFnME tl'SILL - -- ----' - cp•EATE OPENING -To FEcENE Dcro R• 1 �' =off I -� T �'•� - � � J �� I I� GP.EAYE oPENIINIG YHovpH '� .•,fir .� EXISy. RETAIN Na WALL POR- _ NEw SYE PS-coNFIP-M Loc�YlaN }"� - - wI-fH THE ��cHITEar • 02-16.01 T-- -t L-t�FF-IT-fi-Ir- TSI �1-1-r-11--Il--fl*1-rt t-7 I 11 II �II � II II I II II II I II 11 �I I I LL,I I ICHuc-mv 11-11 TaR.oF Er",sT. CoHc,FDu HpArION WALL. ______ C'4H0, FauNa "- --- ---- 2N° FI -F- 5!51-0' G"PE Isr PLF, 3qlo - rl OHort-TH E LEvarloN DEMOLITION aIAGF�H L E G E N P E%ISTIHG STRuGTURE To ReMAIH ------ r---__+ E%IST,wALLS To o,E REI -10v ED A -F EA /1L of LARGE AREAS of TILE CF, HAFRDWOOD PLoo RIHG F 2 02 03.31.01 01 02.15.01 Na Dale RaWLfon T U L L Y RESIDENCE 2040 STARS ROAD EAST MARION. NEW YORK SCOT BRIAN COUGHLIN 09..e 99^^ BTR¢LT. NEW YORK. NY V,01R . 1ELRP9oxx 919.959.8212 FAcsW]L[ 919.470.9999 I 17ENlDLI'rION PLs�NS ti D.W I I, 0 ccG A OFRrANI ING pLSTa1Fa, H1A L 2ND FLF, I � .'cDNC,y Loc K _ � EK1sY, oPENIG - BELOW G 11 I \ O _ D. 03,31,01 'TOP of FouNb,�YION BIL: b2 N = / 4' COHC,SLA6 1 ON6PAPE- A1.16N wi7H I �I KITc HeN EL. 38'8 Y� ki Y )r o� 131_11 131-011 1 ,02,15.01 OP��'wtlNc3 pL�N LI,vING RM R�oF O F o v H D A7 1 o N P L. 4 N 0 TCP OF RET -?IN 1 NG V PL" I I Q 2 - A7 aI � o3.o I,01 T---- , 1 /0 - - ��'� 05.0 1 . 01 - _ALIGN 1 HISIDE dy PAc E OF FOyrND^_ _ r n A7 10 yytii.L TO� z - B: -/} FACE bF w E5 T (` VV4" IN EKIST, <\ BEO. RM N. r� - N JJ }i op U - - " W z 0 w S 0 --.1.0 '1 A L16K x� p _ O 4 �ToPofFou HP-�TInr-. EL, 421.01, (v.I. F,) 2ND PLGn F. -- — JIIIIII wlM�aw I_9u 20' - S° °^ '---- YoP of FoJNDATION DIGI IST. RE rA I N G WALL L E G c N D ��� EKIsr. Fov"DA.TIorF WPLL AND Fon ri HG To p-er1A1N NEW FOVN°ATIOIl WALL. ANO FCOTING - coNc. MASONRY UNIT �SxSK16�wALL b , I 03. 03,31.01 AUDI YION�6A RAGE 02 03,01,01 GEN, PIMEN51aNS . OI 02.15.01 6-I"Y w1N0ow � No D� Hevi�i99 L� 4•' I TUL'LY RESIDENCE 2840 BTARfi ROAD V &A.T MARION, NEW Y.R. I SCOT BRIAN COUGHLIN �I 99 ¢wex 99^^ NxnFFm, >Ycw YORK. vY ]0919 • � 1, TLLFeOONn 919.2E0.BH99 !'AOB,N,Lw 91y�99.9999 SN II Fav N,7/*TION � FPVANIIrIG PL.AN;S ' D9m 11, 0 `� 0 0 r SrFING EP,S' n p. LL (2) 2%6 (TYP•� "O C. 2 G I I' ,c N OFRrANI ING pLSTa1Fa, H1A L 2ND FLF, I � .'cDNC,y Loc K _ � EK1sY, oPENIG - BELOW G 11 I \ O _ D. 03,31,01 'TOP of FouNb,�YION BIL: b2 N = / 4' COHC,SLA6 1 ON6PAPE- A1.16N wi7H I �I KITc HeN EL. 38'8 Y� ki Y )r o� 131_11 131-011 1 ,02,15.01 OP��'wtlNc3 pL�N LI,vING RM R�oF O F o v H D A7 1 o N P L. 4 N 0 TCP OF RET -?IN 1 NG V PL" I I Q 2 - A7 aI � o3.o I,01 T---- , 1 /0 - - ��'� 05.0 1 . 01 - _ALIGN 1 HISIDE dy PAc E OF FOyrND^_ _ r n A7 10 yytii.L TO� z - B: -/} FACE bF w E5 T (` VV4" IN EKIST, <\ BEO. RM N. r� - N JJ }i op U - - " W z 0 w S 0 --.1.0 '1 A L16K x� p _ O 4 �ToPofFou HP-�TInr-. EL, 421.01, (v.I. F,) 2ND PLGn F. -- — JIIIIII wlM�aw I_9u 20' - S° °^ '---- YoP of FoJNDATION DIGI IST. RE rA I N G WALL L E G c N D ��� EKIsr. Fov"DA.TIorF WPLL AND Fon ri HG To p-er1A1N NEW FOVN°ATIOIl WALL. ANO FCOTING - coNc. MASONRY UNIT �SxSK16�wALL b , I 03. 03,31.01 AUDI YION�6A RAGE 02 03,01,01 GEN, PIMEN51aNS . OI 02.15.01 6-I"Y w1N0ow � No D� Hevi�i99 L� 4•' I TUL'LY RESIDENCE 2840 BTARfi ROAD V &A.T MARION, NEW Y.R. I SCOT BRIAN COUGHLIN �I 99 ¢wex 99^^ NxnFFm, >Ycw YORK. vY ]0919 • � 1, TLLFeOONn 919.2E0.BH99 !'AOB,N,Lw 91y�99.9999 SN II Fav N,7/*TION � FPVANIIrIG PL.AN;S ' D9m 11, 0 `� 0 0 r r, 24' R^ 0 M LE NI OT%�� _._ PJLUESTO hIE STEPS77 - -- 5LuFsrONE S_rL ✓, EOz Cq � + TU D 35 pip RM T I Ex ISL T1 E EKIST, HD.WD, - 12. 12" CA L'I P E Vr 10 - - , BAY H 4 2 1 7 E 7 it a r — � 0 T I � w I L ' EXIST, 16 o• d� m ' u _ I � �• r l7 Is - o 1 �z i p D Rf',•T•- tl.3 , LVI KIST•HPW Wim"�O W JeI y. J ,7 UP 12 _Q Rro IN i Aa or K reps U' C/ j RISE 7/1-1 -w�---1,----�' PUH '10 t i ,r- 'Ew - 'I i w r1ED14 FVOM / 7 I' L 1, T EF Isr. TILE I - I 'r Q/ d L II ---- T, c�P-PET 19 U a p T oAI4 ST P (T .MP) Oq.lO�dl 4va VOM LE NIGYH K ST'E PSTEPEQ'EQ, G1_D1 EcEDGE OP.S TONER - - PH - - I,U��K _TAl g13 PIINFR�' 19 1RSn Ip�� �.GAR/ GE _ ISTAIRH,LL. CA 6A MIA Ex15Y, '1.r�o.�K Y PIp� YH PES HO LDSt:YYP,�, SE , } STEPS N _ n6 FtUH I Lr7' 1-- 1w Iv1 �II1 }III N � I � �----I- i � A 39 UTI L IT j' II Hp. AID. - 27 H �- 8 SSI F VE f 6rA7H 5 26 STonE ' 2 �. is 'I'C E N1 DIN I NIG ca Hc. -�- „ I 23elonlG • 6R RN o.3 �. Am --- - - _RK R M.Ex IST, Ho, w o" 25yA 23 > .. + ' - -- _ i J ARP -cop 5 E A T�F 0 - a9 -sem - _ . H D 33 TILE 26 -- ,. „�""I — 01 / rt. P x I _ i - RhN DoM con P51 G Is H wD. I� �EY. EFCISE FLM �' _ _ 6LV E570NE -I'/2 YHICKrI BSS - fh RGwood\lj ENTR`I iYEST2 LAV.2 .' �'CEPPA'LOYT/. ' a 1 SToivE STo'+E Stuns. , +_s'_6 • � III a 3 0 1 o r .31.� of L s H t f+ETn•IHI�-i6 wnLD �'( ?.� +° I � I S I L S Y o N E 5Lu ESToHE STEPS � , Ch L I F_ R. e I �1 • n � " i - i \ 010 �\ F I Fl- S T ' L o o P L P N F L O O 111,P L A N � v iI LEGEND £%IsTINcs 57IA.UCTUtIg PNV P/. flT 1710 hl$ NEw 2x4 STUDwALLS WITH 507H SIDES NEw 2K 6 STUD WALL wiYH % EXT. SHEAT'HI4(; LATH, 6RowN CaAY Srucco Yo IHAYaH E XISYING OP Ny O$ 0-4, 10.01 MUPfLOOM /-PEA, 02 O'i 31.01 ST UUI O,GA RA6E ! OI 02 5,01 11-r caIhr�o�J _ No. Dile ReWtlo9^ T U L L Y R E S I D E N C E 2840 eTARN ROAD LA6TMARION, NEW YORR SCOT BRIAN COU 6 R L I N 1 996A9T 83^� BTRLLT. NtN VORR, NV 19010 TiLilNON2 919.959.9999 FAaBIMILi 919.4')9.8999 IsENEFA- L rL00R p1-^qS s99I9 % �I; lI_Qn 6 D9w ,y y `I � 77, I OP Ny O$ 0-4, 10.01 MUPfLOOM /-PEA, 02 O'i 31.01 ST UUI O,GA RA6E ! OI 02 5,01 11-r caIhr�o�J _ No. Dile ReWtlo9^ T U L L Y R E S I D E N C E 2840 eTARN ROAD LA6TMARION, NEW YORR SCOT BRIAN COU 6 R L I N 1 996A9T 83^� BTRLLT. NtN VORR, NV 19010 TiLilNON2 919.959.9999 FAaBIMILi 919.4')9.8999 IsENEFA- L rL00R p1-^qS s99I9 % �I; lI_Qn 6 D9w ,y y III C 6ATH 5 z zCJ 6D P.M He,l H 6 ExIST, ELL -GT, Pendant ' SCOT BRIAN C O U G H L I N Recessed Low Voltage '" s RPh x9 Bath Fan and Light K v y - Exterior Receptacle rail - Exterior Light -- A41:,' Data i 9 Ji (a DA7 H d 5P RH- H-- all Ex15L ELECT Q \I PATH 2 ]bI L'1a, ELECT, \ STa1AIH�LL BP RM Ho, 3 15WIST ELEcr, 6ATH3 EYIST• ELKT. C 6ATH 5 T U L L Y RESIDENCE paAT - , H 6 J -iY Pendant ' SCOT BRIAN C O U G H L I N Recessed Low Voltage '" s RPh x9 Bath Fan and Light K v y - Exterior Receptacle rail - Exterior Light C 6ATH 5 T U L L Y RESIDENCE paAT - , H 6 J -iY Pendant ' SCOT BRIAN C O U G H L I N Recessed Low Voltage '" s OF 6 F< S T F L �. E L. E c T RI C /* L / R E,I,F L E C 7' E D C L C, (' L Al I1/2 elLuE, -24H x 24 DI,A- ,-LEAD FL/.',SHIrIG ISYo NE cis P. II�'�TePPA cotfn c' -P cTYPIC—) (TY Pica �) J s T u c o c 7ERRi. C] c.> P, 5 1 u c c o GEOAF'` TRIM UNE OP ExIST'PuILD�Ulo EXISY,—c><ISY 111(a 4E Y^IHING RETAIN INC; W;l P.E'f^IN3 W^L_ vu+t.L rI , SHUVSFL Ai �7 S o U T H E L E, V A T I C) rl ` I a C' 6 I Lei.&OTRICAL AND IYIRIN6 NOTES Run (4) 2 wue telephone lines to all locations os shown in drawings All switches, receptacles, cable, audio and telephone connechm; to be'Decora' as manufactured by Leveton Install smoke detectors as required by local codes I Locate fighting in attic oe required by local codes All switches to be located at 38" AX F. and positioned vertically unless otherwise noted All receptacles shall be located at 12" A.F F and positioned horizontally unless otherwise noted I{ �I �I Duplex Receptacle a Quart Receptacle l9 c � Ground Fault Interrupt Receptacle � Floor Receptacle I Appliance Outlet C4 y ? Line Telephone Jack TV Cable Jack High Speed Interim Cable Jack III I -VI- Switch II i - 3 Way Switch T U L L Y RESIDENCE - , Sconce J -iY Pendant ' SCOT BRIAN C O U G H L I N Recessed Low Voltage '" s RPh x9 Bath Fan and Light K v - Exterior Receptacle rail - Exterior Light OS c'�4,lo,al Muvµwl.f,nj�E,d. of 03,31,01 c.sv3.�NI��GARa� E - I. T U L L Y RESIDENCE 8850 STARS ROAD .AST MARION. 2"Ry4 YORK SCOT BRIAN C O U G H L I N sa enaT ao•° aTReem. rcew roue, xr aooao x6Lernorve UD;.2s11.11292 ..-RaR.i nln.493.292 scala 0 -- A41:,' Data i 9 Ji m fi I I D"I H PIPS Oi Y P I c a L b o W H s P o U �' N,"r,S.. O R O o p P L A+ h� JI, I I/2 17 - I -- -- c E Ds. R. --'U R 1- T H E Z -- —3/4 RoaP I44 P LY J 1 � J � I A I T V -- O G H 2 li I L No Nd u . S Z h D ED h M C�� / o \ 2 Yo RECEIVE bRll' CAP 3 z 4' X , , I OBL, ICE DaM (-rYP) FI Q N G E R 'TCC V' p9A�� \OF NF44 rd Nn. D.fe PivldaR oea. d TULLY RESIDENCE 8890 STARS ROAD' EAST MARION, &RW YORK ' SCOT BRIAN C OU GIr L IN yy I, 99 EA¢T 99�^ 9TRiiT. Niw YOR¢, NT -Ai- ..2 Ai- 919.959.99•j9 iAa9�yIG¢MPT 5 ® S E C T I O N D E 7 G S L B O P t P L E C T E P P L A M i"D G. 5 E rl aLF`1fEPzS rG /+- �/ ES .y✓n - II",O I E A V .S i/21 i �'•OI Sale Yell^-I•p11 I* I' _ I 4, a a L_� E V A T o N 5 0 �- /C.L• LI /IMG ROOM c A7 /'5 cvp PEs NhLF Rau D GLL 'E0. LTYP) y f�{�-� l - EU h �SH 07�cUS YON IRO R A—'� 21 � cuSYoM IROrI IGRI �g �- O 03.31.01 /.7 02.15. ci,l� _ I �7 IYPICA- {I 1. - 4 ©4. 10,01 U r= A s- T E L E V A T I o rl 5 C.L. LIJING ROOF( D Cp t•I C. WAIL O3 w e s r E L S V A, I o N Y \ f Wr itl� •//per No DU Ro W. T U L L Y RESIDENCE 2840 STARS ROAD LAST A[ARION, NRW YORK 1 SCOT BRIAN C OhU 0 H L I N ' //yjI11 Da uem 1fr.96D. as^em..... n¢w oF¢. nv bolo T¢LLPHONE 9Sd]8 FAF9[YIL6 919.f9D.9898 EK"SRIOR ELEv.' �'loNS A5 D¢m I . o 4 F 4, a a L_� E V A T o N 5 0 �- /C.L• LI /IMG ROOM c A7 /'5 cvp PEs NhLF Rau D GLL 'E0. LTYP) y f�{�-� l - EU h �SH 07�cUS YON IRO R A—'� 21 � cuSYoM IROrI IGRI �g �- O 03.31.01 /.7 02.15. ci,l� _ I �7 IYPICA- {I 1. - 4 ©4. 10,01 U r= A s- T E L E V A T I o rl 5 C.L. LIJING ROOF( D Cp t•I C. WAIL O3 w e s r E L S V A, I o N Y \ f Wr itl� •//per No DU Ro W. T U L L Y RESIDENCE 2840 STARS ROAD LAST A[ARION, NRW YORK 1 SCOT BRIAN C OhU 0 H L I N ' //yjI11 Da uem 1fr.96D. as^em..... n¢w oF¢. nv bolo T¢LLPHONE 9Sd]8 FAF9[YIL6 919.f9D.9898 EK"SRIOR ELEv.' �'loNS A5 D¢m I . o 4 L I v I N G R O O P I O S E C T 1 d hl " -I d IJ G H L I v I H G S T /L I h H .h L L a (4 1 5 v U T H E L E 'A 7 1 o N ✓ I rl G A7 I' E L vAY I.o til L IVI rlG IZM OH orl--r H E X r ErA. I d p E L E v yND ARC, A MO.2 < msF ©F -2x6 c�6f-jL ,pJ N . CEO.>R (7rP) IR W No. Dvb ftevi.lon TULLY RESIDENCE - -__- SHEET RoCW � - ry h E 4O STARS ROAD ' 5,1" �' S if y VUI EAST MARION, RMW YORH — -- -- - -- - --- _ - — - SCOT BRIAN COU GHLIN Nev'.lUl 11 s sls.ass.eava e e aa.ava.aaua �_�.•,•i,.��^ fzC7gf"I QDI'71Y!ota i O E F L E C 'T E D C G. �� Dab 1109', O� M l Do cc 6 L1�5S> G LnSS eL^ss E L vAY I.o til L IVI rlG IZM OH orl--r H E X r ErA. I d p E L E v yND ARC, A MO.2 < msF ©F -2x6 c�6f-jL ,pJ N . CEO.>R (7rP) IR W No. Dvb ftevi.lon TULLY RESIDENCE - -__- SHEET RoCW � - ry h E 4O STARS ROAD ' 5,1" �' S if y VUI EAST MARION, RMW YORH — -- -- - -- - --- _ - — - SCOT BRIAN COU GHLIN Nev'.lUl 11 s sls.ass.eava e e aa.ava.aaua �_�.•,•i,.��^ fzC7gf"I QDI'71Y!ota i O E F L E C 'T E D C G. �� Dab 1109', O� M U R��o%��� RAFT ER _ IG I rr I coHSULY `^r ARCH IYEa .\, _ I o -c_ RE: DIM. 51k aF �O`OD � r P'l M 3 'h%2 ><IG vgoov Mlcpa -AIM WIYH ELCC%FA-I NG AS P. EGi• 4 4 p � W W i'S Gw PU WITH vp Pow u u 6PP•P•1EP. UHDEPS - z I2 X81 EKY. PLY WaoD --� • SI-IEa�'HIH6 WITH a!0. -- I•HPILTI�hTIoH V E K. o FR. SZZ) CN ER ' t u 0 F L.As HI HG' AS QLEC�UI FA. ED 0 0 6EH'YoH 17E 5-ro SLAG 3 EDGE �. POUI-IPA'rIOH WALL (rYP1c/I� ) I STONE PILE I y 10 O o 0 O _-- a A ° E-A'f• 5LA6 Yo PUE PI NHE,O ° Yo pau'NDAY I oN oo a ' I o I � P•IGID IHSULAYOH R.-0 O � O oo I m OD L r/'• I L. S EC7' 10Nl I1�21_ I1_OII 1 1, Yo HATCH E9151' AMU FO 2GED CMU IJLOCK �Tf IHSULA7,10Hl �LASG) YY(d WIYH VAPOf- ,R UHD6R n 'a LY-EM6EDDED 'PPdo1=1NG CTYP) IY E sYoP CYYP.) 2° o.c. (TYP,) DRPIHAC. a FILL- $II PERFORATED PVC PIPE I/ V I"p IH IM/PADFk -lH 6 � O,� EQUAL fYYPICAL) �(q)#5 coH-r. iYYP) O55C'rIOH iHIR0U6H LII/IHG .. w1DTH oP J�MPy VARIES �d = 2 2 I2 SHEET- � V-tl� Y1L6 47- 1 ' .� > 11 HYL COPPLISIFL 6EAP ODTL.(9) rz-FR. JAM;F7 66 rYP. SADDLE o PIiLSY PLFL- 721, II.011 •I deo N SECOND P �FZ'• PP•ST PLODFZ% FIARPwooD 5 To N E it L E I ' IADF�W`ICI No. SCIa�OI'LF�• hKII�S FC— pt RE Cr -rr) O07L. /9 YYP• � DrL.� \N J?. QjJl 11.4 o f� I• o'I No TE= TYPICAL SILL 7'0MIA'1'GH EKIST' ODbi/- II. r -o wIHb0w 5 1 Ll, _ OSECTION THROUGH L.IvlhlG AGDI r10r� DFThIL POOH SILL 311; I.Ou 5 To PHE I a ,dK 5T jLl P e 0 b ET/..I L '�D D©O R, 'iAHB ,fin, 11.011 ioYE=PooY1HG a LIVING ISN AD DI PION To RESP orF UN D151'U Rp ED Sol L. r No. De]° . Pedei°v it TULLY RESIDENCE�I� I 1 4840 6TAR6 ROAD FART MARMN. NEW YORK 1 se eAax aa•^ exN¢¢T, x¢R zoRE. rvz bolo ^� TIIL¢P60N¢ 919.955.!999 1A..DO1e 414.195.24.6 W iYP. SECTIaNS DETAILS 9ae1e I 00 A P I P i 0 F L.As HI HG' AS QLEC�UI FA. ED 0 0 6EH'YoH 17E 5-ro SLAG 3 EDGE �. POUI-IPA'rIOH WALL (rYP1c/I� ) I STONE PILE I y 10 O o 0 O _-- a A ° E-A'f• 5LA6 Yo PUE PI NHE,O ° Yo pau'NDAY I oN oo a ' I o I � P•IGID IHSULAYOH R.-0 O � O oo I m OD L r/'• I L. S EC7' 10Nl I1�21_ I1_OII 1 1, Yo HATCH E9151' AMU FO 2GED CMU IJLOCK �Tf IHSULA7,10Hl �LASG) YY(d WIYH VAPOf- ,R UHD6R n 'a LY-EM6EDDED 'PPdo1=1NG CTYP) IY E sYoP CYYP.) 2° o.c. (TYP,) DRPIHAC. a FILL- $II PERFORATED PVC PIPE I/ V I"p IH IM/PADFk -lH 6 � O,� EQUAL fYYPICAL) �(q)#5 coH-r. iYYP) O55C'rIOH iHIR0U6H LII/IHG .. w1DTH oP J�MPy VARIES �d = 2 2 I2 SHEET- � V-tl� Y1L6 47- 1 ' .� > 11 HYL COPPLISIFL 6EAP ODTL.(9) rz-FR. JAM;F7 66 rYP. SADDLE o PIiLSY PLFL- 721, II.011 •I deo N SECOND P �FZ'• PP•ST PLODFZ% FIARPwooD 5 To N E it L E I ' IADF�W`ICI No. SCIa�OI'LF�• hKII�S FC— pt RE Cr -rr) O07L. /9 YYP• � DrL.� \N J?. QjJl 11.4 o f� I• o'I No TE= TYPICAL SILL 7'0MIA'1'GH EKIST' ODbi/- II. r -o wIHb0w 5 1 Ll, _ OSECTION THROUGH L.IvlhlG AGDI r10r� DFThIL POOH SILL 311; I.Ou 5 To PHE I a ,dK 5T jLl P e 0 b ET/..I L '�D D©O R, 'iAHB ,fin, 11.011 ioYE=PooY1HG a LIVING ISN AD DI PION To RESP orF UN D151'U Rp ED Sol L. r No. De]° . Pedei°v it TULLY RESIDENCE�I� I 1 4840 6TAR6 ROAD FART MARMN. NEW YORK 1 se eAax aa•^ exN¢¢T, x¢R zoRE. rvz bolo ^� TIIL¢P60N¢ 919.955.!999 1A..DO1e 414.195.24.6 W iYP. SECTIaNS DETAILS 9ae1e I 00 A P 4 A70 A7 Sart o. w_ F, M o E- I S.R. 7 - A7 7 AY I LJ J 12 W. EL. 3^7H 9 11 5 EL, [5ATM 9 O E, EL. 5^7H Q 4 A70 A7 Sart o. w_ F, M o E- I �t r: OEA 5'T E,LEV (V KITc-IENFdIM MG ab'ol.ol O S. ELEV.rVKITCHEN Tl� ILIL o2. -r I T lLe S.R. 7 - A7 7 AY PnINYgJ on Pjlr ET �t r: OEA 5'T E,LEV (V KITc-IENFdIM MG ab'ol.ol O S. ELEV.rVKITCHEN Tl� ILIL o2. -r I T lLe i d TILE? , S.R. c�glN c'f$ 7 AY - o LJ 12 W. EL. 3^7H 9 11 5 EL, [5ATM 9 O E, EL. 5^7H Q O FL. EL. 6ATH 4 O E. ELEV. M, F", /. % rI LE i d TILE? , -- — O7 S, E l.. E V, (7a M V b 9oorj 22 EL,(PSHVV� 21 EL. (T SHowER E, EL. S. EL, 8 W, EL, 17 N, EL.r7a 701LET IG E• ELEV. 5^7141 S.R. c�glN c'f$ 7 AY - o LJ -- — O7 S, E l.. E V, (7a M V b 9oorj 22 EL,(PSHVV� 21 EL. (T SHowER E, EL. S. EL, 8 W, EL, 17 N, EL.r7a 701LET IG E• ELEV. 5^7141 LTIbE 7/•56 TILE 1!1n56 EL, LnV. 2 'ACJ EL. LAV 2 O E- L. L.A\! IZ 31 EL. LAV, EL. Z,AT'H 2 2q EL. 6 2 2$ EL. PATH 2 , oPeN.Yo !T�- I � IIS—SII i I ?j�j, ELEV, 40 E I NTFZY S.R. c�glN c'f$ 7 AY - o MED•. /. % rI LE m LTIbE 7/•56 TILE 1!1n56 EL, LnV. 2 'ACJ EL. LAV 2 O E- L. L.A\! IZ 31 EL. LAV, EL. Z,AT'H 2 2q EL. 6 2 2$ EL. PATH 2 , oPeN.Yo !T�- I � IIS—SII i I ?j�j, ELEV, 40 E I NTFZY �7 ELEy s7uvY r•P• cµow N.-✓ \ � 1t, �7 5^ S E C n 3 1 1 L T S OW. ELEV tM.R. r S.R. c�glN c'f$ 7 AY (EllTILE �7 ELEy s7uvY r•P• cµow N.-✓ \ � 1t, �7 5^ S E C n 3 1 1 L T S OW. ELEV tM.R. r S.R. c�glN c'f$ 7 AY I I ON• ELEV, KITCHE NI N EI LEI UNIDE FICO UrITE Ii w ns H E (5) N, EL EV, F'IUD IYooM �•/ wooO 'PRIM �a MErO, ca3, 5 S. E L- EV, P ATH ELEV, 6^7H 1 I$ N. ELEV, IajATh 1 TOD 2 26 EL, Ch^TH 3 25 EL, EATH 3 24 EL, E5^7H 3 2°J H. EL, (1^7H-3 S.R. c�glN c'f$ 7 AY I I ON• ELEV, KITCHE NI N EI LEI UNIDE FICO UrITE Ii w ns H E (5) N, EL EV, F'IUD IYooM �•/ wooO 'PRIM �a MErO, ca3, 5 S. E L- EV, P ATH ELEV, 6^7H 1 I$ N. ELEV, IajATh 1 TOD 2 26 EL, Ch^TH 3 25 EL, EATH 3 24 EL, E5^7H 3 2°J H. EL, (1^7H-3 s:R. E L E V, EDTA- jR'H, F•P. 35 ELEV. (-D MBF 40 DEi,4 I L W FI00w .S E n1 S.R. r. s:R. E L E V, EDTA- jR'H, F•P. 35 ELEV. (-D MBF 40 DEi,4 I L W FI00w .S E n1 . No. like Pevirtaa , TULLY RESIDENCE 2840 STARS ROAD EAST MARION, NICY YORK • r SCOT BRIAN C O U GHLAN Se Mex 92�^ exlvEEm, e+sa voaE, Rr 10010 TELEPHONE 819.963.8292 FACSIMILE 212..93.8202 IN7Ef�loR EL :'IA-tIONe , sEEtE y411 „ I,_pIl r. i i . No. like Pevirtaa , TULLY RESIDENCE 2840 STARS ROAD EAST MARION, NICY YORK • r SCOT BRIAN C O U GHLAN Se Mex 92�^ exlvEEm, e+sa voaE, Rr 10010 TELEPHONE 819.963.8292 FACSIMILE 212..93.8202 IN7Ef�loR EL :'IA-tIONe , sEEtE y411 „ I,_pIl VJ JJ'i 0 0 a L E N/ h T 1 O N --�'1'----------...--- ------ -- - E X I S T I N 6 S T (i u c T u R E Pj'-OPo 56p /ivpl Tlo N' 20'- o^ E A S T E L E / A T 1 o rl 55�- I II��II I I I`I" I I A D O I T I O N P F E S E rl T S T W E S T E L E V A T o N 1 ti 1;< I No Dale Revlsiom p � +, I THATCHER RESIDENCE. I +1 l STAes ROAD EAST MARION, NEw YORK I. S f O 1 B R I A N C O U C H L I N { A RI x1 TEYT II Re DEC ORA T IDN TOIII".pEl 1 DRIVE N1w Toax, NEW YORK1,14 9531 i T[vu!•ioxn 210 ]<9 95JI Pecylln LLe 21 ^..]v995J1 ExT�ep.loR ELEYAiICN.S''�'-" '^� �aII.On I s�D�e g Date 04.01.419 1 ,1 1;< I No Dale Revlsiom p � +, I THATCHER RESIDENCE. I +1 l STAes ROAD EAST MARION, NEw YORK I. S f O 1 B R I A N C O U C H L I N { A RI x1 TEYT II Re DEC ORA T IDN TOIII".pEl 1 DRIVE N1w Toax, NEW YORK1,14 9531 i T[vu!•ioxn 210 ]<9 95JI Pecylln LLe 21 ^..]v995J1 ExT�ep.loR ELEYAiICN.S''�'-" '^� �aII.On I s�D�e g Date 04.01.419 1 SCDHS Rel. # RIO -01,37 l C3 , M I 1— L I Ie 0 yT5 O'h / / M1 � r 50 �96,Za / d' , /h 2 S. ANG 2.6\ 25 w�'�\ /� X 42.9 E• �/� � �/601fi 20 • J� ID%° °� \� \ 3831,a, S/T• 5. 00 / � \ x i o �\ o coew-[sro� 28 as `5 -39S e ^� N. '` J,/ i.\` 4 5' . '� l . C�( !� B A0• vL. �XNo Ep Ep0'2 9 6 pR . A 9E 9 Z pV. ISP- \ 0z 6 0°° �l\ 40 48.g 1 N/O/FfR' FI JP F SH / N/° /F ` / C4N I / \ y'W" cf°Rees J`C N/0 `^` `' `3pg i S �� kg a\ F OH°rt 33T "31.0. TEST\@� x43.1\ PA TA Ar N L4 / N11 \ \ °_j DROWN SILTY 1qr MODS d -34 3 ��— -- SAND WITH LAYERS Of 'HD 4N --J 4t0 GRA VEL / / I 3 m f LeLLM °F az• I`ll I \ ANI DROWN VERY FINE TO cDARSE sANO, JB' l� 3 a \ lam familiar wllh the STANDARDS FOR APPROVAL O Q AND CONSTRUCTION OF SUBSURFACE SEWAGE ti O DISPOSAL SYSTEMS FOR SINGLE, FAMILY RESIDENCES v�iQL�n and will abide by the condillons sal forlh !harem and on the TV permll lo construct. The locations o/ walls and owppools shown hereon we from field observations and or from data obtsined from others. - TOPOGRAPHICAL INFORMATION FROM GEOMAPS INTL. INC. CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO N.G.V.O. EDGE OF WOODED AREA r..- EDGE OF 'BRUSH The water supply end @wage disposal systems for this residence will conform to the standards of The Suffolk County Depsrtmont of Hesith Services, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PEA SECTION 7209-SUBOIVISION R. ALL CERTIFICASYONS HEREON AREVALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. MUST REAUSEDTBY ANY AND IALLSSURVEYORSTHE UTI� WG ATERED COPY By' BROUGHT -TO -DA EYARE NOT IN COMPLIANCE WITH )THE LAW. S. OF AND TE' 1S. I IC. NO. 99618 PECONIC S r 1797 (631) 765 - 23ox. 90D 09TRAVELER U SOUTHOLD, N.Y. 11971 SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. 1000 022 - 03 - 01 SCALE 1°= 60' OCT 16, 1989 NOV. 7,1989' FEB. 16, 1990. MAR. 4, 1992 ( found. ) MAR. 15, 1996 (REVISION) MAY 28, I997IREV/S/N) JAN, 11, 1998 (coastal erosion hazard line ) Mar. I8, 1999 (Revisions 8 Additions) MAR. 19, 1999 1 revision ) APRIL 23, 2001 ( foundation 1 MUNE 20, 2001 (Cleared area I SEPT. 10, 2001 (revision) OEC.6, 2005 (FINAL) May 25 ?DOG �p4;�/C�¢5e lrlBnf ) OCT. 17, 2006 ( beach area 8 easement revisions) NipwF ` � OBN/GiO`q N \•, A � VA A � v , IN )\ �IN V A� \, '\IN , N, QST, v'��F�`l.p �• �\ \ G4GJ r \ \ X` N — D/J -- —��/ N rte— \ \ 30 \MOx� 35 CANO OF //F W4 ON ON, \ /Soyas \ iSaOS tOT- 25 �. . MAF 35 \ 0, Rp to F. 'qO a0 9j L M49p o \ NO Jae AREA = 536, 957 sq. ft. or 12,3268 acres to tie line ,51f D95 Re/' u /Z/0- 97- 0/05 T-1—kNs "3e . --, A / ___l MOpNIJ / .o°O� OAF Q�Vl / 2 V / o � W Q2h q 3 4 W J4 o y S/0° /J. o j6, W Eg2S rq f.2 N �6,tB ' °p f S 3TAR S 30'E 29 29.92 S22° S' JeS2 Q J rq, sO�e 0 R�'90 h